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Home My WebLink About20201809 Ver 1_20201211_475_PIPELINE_AND_RECEIVER_90_20210211k 4 Tp 0: CO -` T ASH STREET RS AND 475 M LV 3 UNDER SEPARATE COVER tip ,0 11 qt� EXISTING CENTRAL \ HEIGHTS ROAD RS LINE 475 RELOCATION PIPELINE PROJECT 0231540 GOLDSBORO, NC NOTE: LATITUDE/LONGITUDE TO BE VERIFIED BY AS -BUILT SURVEY. DRAWING INDEX DRAWING NUMBER DRAWING TITLE REV. SHEET NO. PNG-G-025-0001086 COVER / DRAWING INDEX D X OF XX PNG-C-025-0001222 CIVIL GENERAL NOTES, LEGEND & ABBREVIATIONS D X OF XX PNG-C-025-0001223 ACCESS ROUTE PLAN - PIPELINE D X OF XX PNG-C-025-0001224 ACCESS ROUTE PLAN - FALLIN BLVD C X OF XX PNG-C-025-0001225 ES&PC PLAN - LAYDOWN YARD C X OF XX PNG-C-025-0001228 BILL OF MATERIALS C X OF XX PNG-C-025-0001229 ALIGNMENT PLAN AND PROFILE D X OF XX PNG-C-025-0001230 ALIGNMENT PLAN AND PROFILE D X OF XX PNG-C-025-0001231 ALIGNMENT PLAN AND PROFILE D X OF XX PNG-C-025-0001232 ALIGNMENT PLAN AND PROFILE D X OF XX PNG-C-025-0001233 ALIGNMENT PLAN AND PROFILE D XX OF XX PNG-C-025-0001234 ALIGNMENT PLAN AND PROFILE D XX OF XX PNG-C-025-0001235 ALIGNMENT PLAN AND PROFILE D XX OF XX PNG-C-025-0001236 ALIGNMENT PLAN AND PROFILE D XX OF XX PNG-C-025-0001237 ALIGNMENT PLAN AND PROFILE D XX OF XX PNG-C-025-0001238 ALIGNMENT PLAN AND PROFILE D XX OF XX PNG-C-025-0001256 ALIGNMENT PLAN - 4" HPD D XX OF XX PNG-C-025-0001260 LINE 67 TIE IN SITE PLAN C XX OF XX PNG-C-025-0001261 RETIREMENT PLAN - S OAK FORREST RD RS C XX OF XX PNG-C-025-0001270 JAB - GATEWAY DRIVE B XX OF XX PNG-C-025-0001271 JAB - N OAK FORREST RD C XX OF XX PNG-C-025-0001272 HDD PLAN AND PROFILE - RAILROAD C XX OF XX PNG-C-025-0001273 HDD PLAN AND PROFILE - HIGHWAY 70 C XX OF XX PNG-C-025-0001274 GEOTECHNICAL BORING LOGS B XX OF XX PNG-C-025-0001275 GEOTECHNICAL BORING LOGS B XX OF XX PNG-C-025-0001280 OVERALL ES&PC PLAN C XX OF XX PNG-C-025-0001281 ES&PC NOTES AND LEGEND C XX OF XX PNG-C-025-0001285 FALLIN BLVD ES&PC PLAN C XX OF XX PNG-C-025-0001286 ES&PC PLAN C XX OF XX BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 DRAWING INDEX DRAWING NUMBER DRAWING TITLE REV. SHEET NO. PNG-C-025-0001287 ES&PC PLAN C XX OF XX PNG-C-025-0001288 ES&PC PLAN C XX OF XX PNG-C-025-0001289 ES&PC PLAN C XX OF XX PNG-C-025-0001290 ES&PC DETAILS C XX OF XX PNG-C-025-0001291 ES&PC DETAILS C XX OF XX PNG-C-025-0001292 ES&PC DETAILS C XX OF XX PNG-C-025-0001300 CONSTRUCTION DETAILS C XX OF XX PNG-C-025-0001301 CONSTRUCTION DETAILS C XX OF XX PNG-C-025-0001302 CONSTRUCTION DETAILS C XX OF XX PNG-S-025-0001086 STRUCTURAL NOTES (1 OF 2) C XX OF XX PNG-S-025-0001087 STRUCTURAL NOTES (2 OF 2) C XX OF XX PNG-S-025-0001088 STRUCTURAL FOUNDATION PLAN C XX OF XX PNG-D-025-0001063 PROCESS FLOW DIAGRAM D XX OF XX PNG-D-025-0001064 RECEIVER P&ID D XX OF XX PNG-M-025-0001260 MECHANICAL GENERAL NOTES C XX OF XX PNG-M-025-0001265 KEY PLOT PLAN - RECEIVER SITE D XX OF XX PNG-M-025-0001266 MECHANICAL PIPING & SECTIONS C XX OF XX PNG-M-025-0001281 STATION INLET VALVE A XX OF XX PNG-M-025-0001282 FALLIN BLVD BOX SECTION DETAILS D XX OF XX PNG-M-025-0001283 FALLIN BLVD BOX SECTION DETAILS D XX OF XX REFERENCE DRAWINGS DRAWING NUMBER DRAWING TITLE REV. SHEET NO. PNG-G-000-0001132 LAUNCHER/RECEIVER SKID INSTALLED ON SLAB FOUNDATION STANDARD REST BLOCK DETAILS 1 1 OF 1 PNG-G-000-0002250 P&ID SYMBOLS AND LEGENDS 0 1 OF 3 PNG-G-000-0002250 P&ID SYMBOLS AND LEGENDS 0 2 OF 3 PNG-G-000-0002250 P&ID SYMBOLS AND LEGENDS 0 3 OF 3 GENERALNOTES 1. INSTALLER SHALL FURNISH ALL MATERIALS NOT PROVIDED BY THE COMPANY (UNLESS OTHERWISE NOTED ON DRAWINGS OR SPECIFICATIONS) INCLUDING EQUIPMENT TRANSPORTATION AND SERVICES, AND PERFORM ALL NECESSARY WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREINAFTER. 2. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO VERIFY ALL DIMENSIONS GIVEN ON THE DRAWINGS. ANY ITEM IN QUESTION SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER PRIOR TO PROCEEDING WITH THE WORK. 3. INSTALLER SHALL BE RESPONSIBLE FOR PROTECTION OF ALL SURROUNDING AREAS. 4. ALL BELOWGROUND WELDS SHALL BE COATED WITH HBE-95 OR SP-2888 PER PERTINENT DUKE NATURAL GAS BUSINESS UNIT (NGBU) DESIGN AND CONSTRUCTION STANDARDS. 5. ALL ABOVEGROUND PIPING TO BE BLASTED TO CORRECT SOCIETY FOR PROTECTIVE COATINGS (SSPC) SURFACE PROFILE. PAINT SYSTEM TO BE UTILIZED SHALL BE PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS. 6. UPON BACKFILLING IN AREAS OF ROCK, BURIED PIPE SHALL HAVE 6" OF SAND PAD FILL PLACED AROUND THE PIPE'S CIRCUMFERENCE. 7. PRESSURE TESTING SHALL MEET THE REQUIREMENTS OF THE DUKE NGBU'S PRESSURE TESTING STANDARD, PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS. 8. INSTALLER SHALL DEWATER ALL HYDROSTATICALLY TESTED PIPING, USING CLEANING PIGS AS REQUIRED, AND DRY TO A DEWPOINT OF -40 °F PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS. CONSTRUCTION NOTES 1. EXISTING OVERHEAD AND BELOWGROUND FACILITIES MAY BE IN THE WORK AREA VICINITY. INSTALLER IS RESPONSIBLE FOR HAVING SUCH FACILITIES LOCATED AND IS RESPONSIBLE FOR MAINTENANCE AND PRESERVATION OF THESE FACILITIES. 2. PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS, INSTALLER IS REQUIRED TO CALL 811 FOR UTILITY LOCATES A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF WORK. NO EXTRA COMPENSATION WILL BE ALLOWED FOR DELAYS FROM ANY WORK PROVIDED BY OTHER UTILITIES. 3. IF EXISTING UTILITIES OF ANY TYPE ARE ENCOUNTERED IN THE FIELD AND DEEMED TO BE IN CONFLICT WITH INSTALLATION OF FACILITIES, INSTALLER SHALL NOTIFY THE PROJECT MANAGER IMMEDIATELY SO THE CONFLICT MAY BE RESOLVED. 4. WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, INSTALLER SHALL PROVIDE AND MAINTAIN TEMPORARY OUTLETS AND CONNECTIONS FOR PRIVATE DRAINS OR SEWERS. RESTORATION OF THESE FACILITIES IS TO BE PERFORMED ONCE CONSTRUCTION IS COMPLETE AND ARE CONSIDERED INCIDENTAL COSTS OF THE PROJECT. 5. ALL DRAWING MEASUREMENTS ARE TO BE TAKEN FROM EXISTING GRADE. FINAL GRADE SHALL BE MATCHED TO SURROUNDING GRADE AS PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS. 6. INSTALLER IS TO REMAIN WITHIN CONSTRUCTION WORKING LIMITS. ACCESS TO AREAS OUTSIDE WORKING LIMITS MUST BE COORDINATED WITH THE OWNER OR DUKE NGBU PROJECT MANAGER. 7. ALL EXCESS EXCAVATION, CONSTRUCTION DEMOLITION DEBRIS AND UNSUITABLE MATERIALS THAT DO NOT CONTAIN ASBESTOS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED. 8. STANDARD SPECIFICATIONS REFERENCED ON THIS SHEET AND CONSTRUCTION PLANS ARE CONSIDERED AS PART OF THE CONTRACT DOCUMENTS. INCIDENTAL ITEMS OR ACCESSORIES NECESSARY TO COMPLETE THIS WORK MAY NOT BE SPECIFICALLY NOTED, BUT ARE CONSIDERED TO BE A PART OF THIS CONTRACT. 9. BEFORE ACCEPTANCE BY THE OWNER AND FINAL PAYMENT, ALL WORK SHALL BE INSPECTED AND APPROVED BY DUKE NGBU OR COMPANY REPRESENTATIVE. FINAL PAYMENT SHALL BE MADE AFTER ALL OF THE INSTALLER'S WORK HAS BEEN ACCEPTED AND APPROVED AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 10. DURING CONSTRUCTION, ALL LOOSE MATERIAL THAT ARE DEPOSITED IN THE FLOW LINE OF GUTTERS, DRAINAGE STRUCTURES, DITCHES, ETC. SUCH THAT THE NATURAL FLOW LINE OF WATER IS OBSTRUCTED, SHALL BE REMOVED AT THE END OF EACH WORK DAY. 11. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE EXTENDED TO OUTLET INTO AN EXISTING DRAINAGE WAY. A RECORD OF ALL FIELD TILE FOR ONSITE DRAIN PIPE ENCOUNTERED SHALL BE KEPT BY THE INSTALLER AND TURNED OVER TO THE PROJECT MANAGER UPON COMPLETION OF THE PROJECT. 12. INSTALLER IS REQUIRED TO MAINTAIN A SET OF ISSUED FOR CONSTRUCTION DRAWINGS AND ALL PERMITS AT THE JOB SITE. ANY MODIFICATIONS OR ALTERATIONS TO THE PLANS OR SPECIFICATIONS SHALL BE APPROVED BY THE PROJECT MANAGER. 13. INSTALLER IS SOLELY RESPONSIBLE FOR EXECUTION OF HISIHER WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS. INSTALLER IS RESPONSIBLE FOR THE CONSTRUCTION METHODS AND TECHNIQUES, SEQUENCES, TIME OF PERFORMANCE ALL SAFETY PRECAUTIONS. 14. MINIMUM DEPTH OF BURIAL SHALL BE PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS. 15. ALL PIPELINES BEING CROSSED ARE TO BE PROTECTED WITH A MINIMUM OF (3) 4 FEET X 18 FEET WOODEN MATS. 16. PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS, FOR OPEN DITCH EXCAVATION, A MINIMUM OF TWO FEET OF SEPARATION SHALL BE MAINTAINED BETWEEN ALL CROSSING STRUCTURES. SEPARATION BETWEEN CROSSING STRUCTURES AND PIPELINES THAT ARE INSTALLED VIA DIRECTIONAL DRILLING METHODS IS AT THE DISCRETION OF ENGINEERING. 17. DURING BACKFILLING, A SIX INCH CROWN SHALL BE PLACED ON ALL DISTURBED AREAS. COMPACTION REQUIREMENTS SHALL BE PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS. 18. BOLTS FOR FLANGES TO BE TORQUED PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS. CIVIL AND STRUCTURAL NOTES 1. ADDITIONAL EXCAVATIONS BELOW FOOTINGS MAY BE NECESSARY TO REACH UNDISTURBED SOIL. SHOULD THIS OCCUR, THE EXCAVATION SHALL BE BROUGHT TO THE BOTTOM OF THE FOOTING ELEVATION WITH COMPACTED SAND FILL MEETING THE REQUIREMENTS OF MODIFIED PROCTOR COMPACTION TEST (ASTM D1557) TO 95% IN SIX INCH LIFTS. 2. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 1" X 1" 450 CHAMFER. 3. CONCRETE SHALL BE MIXED AND POURED PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS. TESTING SHALL CONFORM TO ACI 318. INSTALLER TO SUPPLY ALL CONCRETE AND TESTING. 4. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 SPECIFICATION. STEEL REINFORCING BAR SHALL CONFORM TO ASTM A615 GRADE 60 AND WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. TIE WIRE SHALL CONFORM TO ASTM A82. 5. UNSUITABLE OR EXCESS EARTH SPOIL SHALL BE DISPOSED OF AT AN APPROVED WASTE LOCATION. SOIL BEING TRANSPORTED ONTO THE JOB SITE SHALL BE APPROVED BY EITHER THE PROJECT MANAGER OR CONSTRUCTION MANAGER. 6. ROCKSHIELD OR SIMILAR COMPANY APPROVED PRODUCT MUST BE INSTALLED BETWEEN ALL PIPE AND FITTINGS THAT COME INTO CONTACT WITH CONCRETE. A LAYER OF NON ABRASIVE MATERIAL SUCH AS FRP SHALL BE INSTALLED BETWEEN ALL PIPE SUPPORTS AND PIPING. 7. ALL FIELD BENDING OF REBAR SHALL BE DONE COLD. SOIL EROSION AND SEDIMENT CONTROL NOTES 1. INSTALLER IS TO CONSTRUCT ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES AT THE COMMENCEMENT OF THE PROJECT, PROVIDE MAINTENANCE AND ASSURE EFFECTIVENESS THROUGHOUT THE DURATION OF THE PROJECT. 2. CARE SHALL BE TAKEN TO MINIMIZE DOWNSTREAM SILTATION. RAW BANKS MAY BE SEEDED AND MULCHED TO PREVENT EROSION. 3. ALL SPOILS INCLUDING ORGANIC SOILS, VEGETATION AND DEBRIS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF IN SUCH A MANNER AS TO NOT ERODE INTO ANY BODY OF WATER OR WETLAND. 4. SILT FENCING SHALL BE PLACED WHERE NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE WORK AREA. 5. CATCH ALL INLET FILTERS ARE REQUIRED AT ALL SEWER INLETS, GRATES AND MANHOLES FOR SEDIMENT CONTROL. 6. WETLAND AREAS SHALL HAVE SILT FENCING AND ONE LAYER OF STRAW LOG INSTALLED NO CLOSER THAN 50 FEET FROM POINT OF WETLAND DELINEATION. 7. TOPSOIL STOCKPILES SHALL BE LOCATED TO AVOID EROSION OF SAID STOCKPILE ONTO OFFSITE AREAS. 8. ALL ENVIRONMENTAL MEASURES SHALL BE PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS. BURNS N&MMONNELL CONSULTANTS, INC. PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 2001 CLAUDE A McMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL047852 NO.1 DATE REVISION(S) DESCRIPTION A 04-24-2020 30% DESIGN SUBMITTAL B 08-11-2020 60% DESIGN SUBMITTAL C 10-02-2020 90% DESIGN SUBMITTAL D 12-11-2020 REVISED 90% DESIGN SUBMITTAL PROFESSIONAL ENG/ARCH STAMP BY CHK I APPD DESCRIPTION MJD CNS CAM AREA CODE MJD CNS CAM ACCOUNT NUMBER JJM CNS CAM PROJECT NUMBER 0231540 MJD CNS CAM DRAWING BY I MJD STATION IDI 84-T-91-G LD-6733 CHECKER INITIALS I CNS APPROVALS DATE INITIALS REGIONAL ENGINEER DATE INITIALS MGR TECH REC & STD DATE INITIALS PRINCIPAL 12/11/2020 CAM ENGINEER LINE 475 DOT RELOCATION - PIPELINE cnDUE r6livatural Piedmont COVER SHEET GOLDSBORO, NORTH CAROLI NA COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL SHEET(S) X OF X I DWG SCALE NOT TO SCALE DWG DATE 04/22/2020 SUPERSEDED DRAWING NUMBER REVISIC PNG-G-025-0001086 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER LEGEND: RAN --- SS----- SS----- SS--- G G G W W W -- E----- E - - - -- E-- FO FO FO cnry cnry T T T -- SSFM - - - - - SSFM-- UNK UNK OH OH OH o� i- L---- J L--� BORE PIT RECEIVING PIT �' d ENTRY PIPE STRING AREA T + 9+00 8+00 Q BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 ROAD ASPHALT ROAD CONCRETE ROAD CURB ROAD DIRT ROAD GRAVEL ROAD CENTERLINE DRIVEWAY ASPHALT DRIVEWAY GRAVEL DRIVEWAY CONCRETE PAVEMENT ASPHALT DITCH BOTTOM DITCH/STREAM CENTERLINE DITCH TOP TOE OF SLOPE TOP OF BANK SIDEWALK WALL RETAINING WALL BUILDING OUTLINE BUILDING OVERHEAD PROPERTY LINE SURVEYED PROPERTY RIGHT OF WAY LINE EASEMENT PNG LINE EASEMENT ACCESS LINE EASEMENT SANITARY SEWER LINE EASEMENT UTILITY LINE FENCE GUARDRAIL TREELINE SANITARY SEWER LINE GAS LINE WATER LINE POWER LINE FIBER OPTIC LINE TRAFFIC CONTROL LINE CABLE TV LINE TELEPHONE LINE SANITARY FORCE MAIN LINE UNKNOWN UTILITY LINE OVERHEAD WIRE STORM LINE TEMPORARY SILT FENCE PROPOSED CHAIN LINK SECURITY FENCE DEMOLISH & REMOVE LINEAR SITE FEATURE PROPOSED CHAIN LINK MANUAL SWING GATE PROPOSED GRAVEL SURFACE COURSE WETLANDS CONTRACTOR HAUL ROUTE JACK AND BORE HDD PROPOSED PIPELINE PROPOSED PERMANENT EASEMENT PROPOSED TEMPORARY WORKSPACE CATHODIC PROTECTION TEST STATION GEOTECHNICAL BORING LOCATION GENERAL NOTES: 1. THE EXISTING SITE UTILITIES AND FEATURES SHOWN ARE BASED ON A FIELD RUN TOPOGRAPHIC SURVEY PERFORMED BY SGC SURVEYING IN APRIL, 2020. 2. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET, UNLESS INDICATED OTHERWISE. 3. CALLOUTS, COORDINATES, AND DIMENSIONS ARE POINTED TO OR MEASURED TO STRUCTURE CENTER, EDGE OF PAVEMENT, BACK OF CURB, OR OUTSIDE FACE OF FOUNDATION WALL, UNLESS INDICATED OTHERWISE. 4. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF LOCAL AND GOVERNMENT REGULATORY AGENCIES AND THE CLIENT REPRESENTATIVE. 5. SEE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) DESIGN STANDARDS FOR REFERENCES TO NCDOT STANDARD DRAWINGS. ALL SUBSEQUENT SPECIFICATIONS AND STANDARDS SHALL APPLY. 6. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND LOCAL AND GOVERNMENT CODES, ORDINANCES, AND REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST STRINGENT, CONTRACTOR SHALL SUBMIT ISSUE TO THE CLIENT REPRESENTATIVE IN WRITING. THE DECISION OF THE CLIENT REPRESENTATIVE SHALL BE CONSIDERED FINAL. 7. ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL WORKMANSHIP MANNER USING USING QUALITY MATERIALS. WORK SHALL CONFORM TO THESE DRAWINGS, UNLESS INDICATED OTHERWISE OR AS DIRECTED BY THE CLIENT REPRESENTATIVE. 8. CONTRACTOR SHALL CONFINE ALL WORK TO BE WITHIN THE PERMANENT AND TEMPORARY EASEMENTS. 9. ALL GRADING, PAVEMENT WORK, AND ANY OTHER MISCELLANEOUS WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT NCDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND SUPPLEMENTAL SPECIFICATIONS. 10. CONTRACTOR SHALL TAKE CARE TO MAINTAIN THE SITE AND ADJACENT AREAS IN AS CLEAN A CONDITION AS POSSIBLE. ANY DEBRIS, DIRT, MUD, ETC. SHALL BE CLEANED DAILY, OR AS THE CLIENT REPRESENTATIVE DIRECTS, FROM ANY ADJOINING STREETS OR PROPERTIES BY THE CONTRACTOR AS A PART OF THE PRIMARY CONSTRUCTION WORK. THIS SHALL BE AT NO ADDITIONAL COMPENSATION TO THE CONTRACTOR. CONSTRUCTION DRAWING NOTES: 1. CONTRACTOR SHALL MAINTAIN UPDATED CONSTRUCTION DRAWINGS AT ALL TIMES THROUGH THE DURATION OF THE PROJECT. CONSTRUCTION RECORD DRAWINGS SHALL BE SUBMITTED TO THE CLIENT REPRESENTATIVE. 2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING TRACK OF ANY CLIENT REPRESENTATIVE -APPROVED FIELD CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED ON APPROVED CONSTRUCTION DRAWINGS. 3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND CONFIGURATIONS, AND ANY OTHER CHANGES OR DEVIATIONS FROM THE INFORMATION PRESENTED ON THE ORIGINAL, APPROVED CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS INCLUDES BURIED OR CONCEALED CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED DURING CONSTRUCTION. 4. THE CLIENT REPRESENTATIVE SHALL REVIEW COMPLETENESS, ACCURACY, AND FORMAT OF SUBMITTED CONSTRUCTION DRAWINGS. IF THE CONSTRUCTION DRAWINGS ARE CONSIDERED UNACCEPTABLE, THEY SHALL BE RETURNED TO THE CONTRACTOR FOR CORRECTION AND RESUBMISSION. THIS SHALL BE AT NO ADDITIONAL COMPENSATION TO THE CONTRACTOR. COORDINATION AND COMMUNICATION 1. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE CLIENT REPRESENTATIVE, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE WORK IS IN PROGRESS. THE PRIMARY CONSTRUCTION SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S PRIMARY CONSTRUCTION REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE PROVIDED. CONTRACTOR SHALL PROVIDE NAMES AND CONTACT INFORMATION OF REPRESENTATIVES TO THE CLIENT REPRESENTATIVE PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN ANY SUBCONTRACTORS AND THE CLIENT REPRESENTATIVE. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE CLIENT REPRESENTATIVE. 3. THE FOLLOWING CONTACT INFORMATION IS PROVIDED FOR CONTRACTOR'S USE IN CASE OF AN EMERGENCY: a. EMERGENCY 911 b. XXXXX XXXXX XXX-XXX-XXXX c. OTHER CONTACTS AS DIRECTED AT PRE -CONSTRUCTION MEETING EXCAVATION AND TRENCHES 1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS AND THE STATE OF NORTH CAROLINA LAWS CONCERNING EXCAVATION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION, TRENCHING AND SHORING ARE PERFORMED IN A MANNER THAT COMPLIES WITH LOCAL REGULATIONS AND OSHA REGULATIONS FOR CONSTRUCTION. 3. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH ORANGE BARRICADES AS ACCEPTABLE TO THE CLIENT REPRESENTATIVE. 4. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE CLIENT REPRESENTATIVE AND ASSOCIATED UTILITY COMPANIES AND AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION. 5. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED. 6. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON -HAND AND READY FOR PLACING THEREIN. AS SOON AS POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL AND COMPACT TRENCHES AS SPECIFIED. 7. NO SPECIAL PROVISIONS WILL BE MADE FOR ROCK EXCAVATION, ANY BOULDERS ENCOUNTERED SHALL BE REMOVED AND DISPOSED OF OFF SITE. 8. ALL TOPSOIL SHALL BE REMOVED FROM AREAS TO BE GRADED. ALL USEABLE TOPSOIL SHALL BE STOCKPILED DURING GRADING AND REAPPLIED IN 3" LAYERS TO ALL SLOPES IMMEDIATELY AFTER GRADING IS COMPLETE. OTHER SAFETY REQUIREMENTS 1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OSHA REGULATIONS. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE PERMITS, FEES AND LICENSES FOR CONSTRUCTION AND EQUIPMENT. 3. THE CONTRACTOR SHALL PERFORM ON -SITE INSPECTIONS THROUGHOUT THE PROJECT AND REMEDY ANY SAFETY CONCERNS IMMEDIATELY. 4. THERE SHALL BE NO PERMANENT WASTE SITES ON SITE PROPERTY. ANY TEMPORARY WASTE AREA SHALL BE APPROVED BY THE CLIENT REPRESENTATIVE AND SHALL BE KEPT IN AN ORDERLY CONDITION. REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED IS SUBJECT TO THE DIRECTION OF THE CLIENT REPRESENTATIVE. 5. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND HAUL ROUTES, STAGING AREA, AND ANY MATERIAL STOCKPILES WHEN NECESSARY TO CONTROL EROSION AND STORM WATER RUNOFF. SEE DRAWINGS X-XXX-XXXXXXX - X-XXX-XXXXXXX FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS. 6. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM WIND CONDITIONS. 7. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE TO PROJECT SITE OPERATIONS. THE CONTRACTOR SHALL CONTROL BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL ROUTE OR WORK AREA REGARDLESS OF SOURCE. 8. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM CONSTRUCTION PERSONNEL AND ACTIVITIES SHALL BE REMOVED FROM THE PROJECT LIMITS. 9. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM CONTRACTOR'S OPERATIONS OR ACTIVITIES SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS AND PROPERLY REMOVED FROM THE PROJECT PROPERTY. IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED DURING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CLIENT REPRESENTATIVE. 10. FAILURE TO COMPLY WITH THE CLIENT REPRESENTATIVE SAFETY REQUIREMENTS SHALL RESULT IN THE SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE ADDRESSED BY THE CONTRACTOR TO THE SATISFACTION OF THE CLIENT REPRESENTATIVE. 11. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN SHALL IMMEDIATELY BE REMOVED FROM THE WORK AREA. 12. THE CONTRACTOR SHALL NOT BURN OR BURY DEBRIS WITHOUT PERMISSION FROM THE SITE INSPECTOR. SURVEY AND SUBSURFACE INVESTIGATION NOTES: 1. SURVEY CONTROL POINTS WILL BE PROVIDED PRIOR TO CONSTRUCTION. IF THE CONTRACTOR SHOULD NEED TO DISTURB THE CONTROL POINTS DURING CONSTRUCTION, REQUEST SHALL BE GIVEN TO THE SURVEYOR TO HAVE THE CONTROL POINTS RESET. 2. IF BENCHMARKS SHOWN ARE IN AREAS THAT REQUIRE DEMOLITION, OTHER BENCHMARKS SHALL BE ESTABLISHED BEFORE DEMOLITION AND CONSTRUCTION WORK BEGINS. CONTRACTOR SHALL GIVE REQUEST TO THE SURVEYOR. 3. HORIZONTAL CONTROL IS BASED ON NAD 83 NORTH CAROLINA STATE PLANE, US FOOT. 4. VERTICAL CONTROL IS BASED ON NAVD 88. EXISTING CONDITIONS NOTES: 1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS. UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED. 2. THE CONTRACTOR SHALL FIELD -CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE CLIENT REPRESENTATIVE BEFORE ANY FURTHER WORK COMMENCES. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD -VERIFY EXISTING STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES, PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT THE CLIENT REPRESENTATIVE AND ALL ASSOCATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING CONSTRUCTION. 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CLIENT REPRESENTATIVE OF OPERATIONAL PLANS. IN THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR CONFLICT IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CLIENT REPRESENTATIVE. ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR DISTURBED ITEMS TO THE SATISFACTION OF THE CLIENT REPRESENTATIVE. GENERAL GRADING NOTES 1. ALL GRADING, PAVEMENT WORK, AND ANY OTHER MISCELLANEOUS WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT NC DOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND SUPPLEMENTAL SPECIFICATIONS. 2. THE GRAVEL SURFACE COURSE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 520 OF THE NC DOT STANDARD SPECIFICATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING INCLUDING EXCAVATION, EMBANKMENT, AND BACKFILLING AS NECESSARY TO CONSTRUCT ALL AGGREGATE ACCESS ROADS, AS OUTLINED IN THESE TECHNICAL SPECIAL PROVISIONS AND AS DIRECTED BY THE CLIENT REPRESENTATIVE. 4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE DONE TO STORM MANHOLES OR OTHER UTILITIES DURING GRADING. 5. DISTRIBUTE EXCESS SOIL ON SITE AT THE DIRECTION OF THE CLIENT REPRESENTATIVE. DO NOT ALTER DIRECTION OF SURFACE DRAINAGE PATTERNS. 6. THE TOLERANCE OF THIS WORK SHALL BE TO WITHIN TO 0.1 FT OF THE EXISTING GROUND SURFACE ELEVATIONS. 7. THE ACCESS ROAD SUBGRADE SHALL HAVE SUFFICIENT STABILITY TO ACCOMMODATE CONSTRUCTION TRAFFIC WITHOUT EXCESSIVE SUBRADE RUTTING OR SHOVING. AT THE TIME OF PLACEMENT OF THE PAVEMENT, THE IN SITU SUBGRADE SHALL HAVE A CALIFORNIA BEARING RATIO (CBR) OF AT LEAST 6 PERCENT IN THE TOP 12 INCHES OF SUBGRADE. THE CBR PERCENTAGE WILL BE ASCERTAINED BY THE CONTRACTOR. 8. IF SOFT SPOTS ARE IDENTIFIED IN THE SUBGRADE SOIL, THE SUBGRADE SHALL BE SCARIFIED AND PROOF -ROLLED TO THE DEPTHS REQUIRED BY THE OWNER'S CONSTRUCTION INSPECTOR TO COMPACT AREAS TO THE DENSITY REQUIREMENTS OF THIS DOCUMENT. IF THE SOFT AREAS CANNOT BE ADEQUATELY COMPACTED, THE SOFT SOIL SHALL BE REMOVED AND REPLACED PER THE DESIGN PLANS WITH SUITABLE SOIL MATERIAL AND COMPACTED TO THE DENSITY REQUIREMENTS IN ACCORDANCE WITH THIS DOCUMENT. 9. THE QUALITY OF THE SOIL TO BE USED AS FILL MATERIAL SHALL BE AS SPECIFIED IN THIS DOCUMENT. ALL BACKFILL SHALL BE SPREAD IN LOOSE LIFTS NOT EXCEEDING 8" INCHES IN THICKNESS WHEN SELF-PROPELLED EQUIPMENT IS USED AND NOT EXCEEDING 6" WHEN HAND GUIDED EQUIPMENT IS USED. ALL ROOTS, WOOD, AND VEGETATION SHALL BE REMOVED FROM THE LAYER OF FILL PRIOR TO COMPACTION. ALL FILL AND EXPOSED SOIL IN CUT AREAS SHALL BE COMPACTED AS SPECIFIED IN THIS DOCUMENT. SOIL COMPACTION TESTS WILL BE REQUESTED BY THE OWNER AT APPROPRIATE INTERVALS DURING GRADING OPERATIONS. 10. ALL HAUL -IN MATERIAL SHALL BE FREE OF ROCKS 3" IN DIAMETER AND LARGER. THE OWNER'S CONSTRUCTION INSPECTOR SHALL APPROVE ALL HAUL -IN MATERIAL TO ENSURE THE QUALITY AND THE ABSENCE OF ENVIRONMENTAL HAZARDS. 11. THE FILL AREA SHALL BE CONSTRUCTED TO THE LINES AND GRADES SHOWN ON THE DESIGN DRAWINGS WITH MATERIAL SPECIFIED IN THIS DOCUMENT. THE CONTRACTOR SHALL LAY OUT ALL LINES AND GRADES FOR THE BACKFILL AREAS. ANY PROPOSED CHANGES TO THE SLOPES AND GRADES SHALL REQUIRE THE APPROVAL OF THE OWNER'S CONSTRUCTION INSPECTOR IN ADVANCE. THE CONTRACTOR SHALL BE REQUIRED TO REMOVE, AT HIS OWN EXPENSE, ANY COMPACTED MATERIAL PLACED OUTSIDE OF THE APPROVED LINES OR GRADES. 12. SPOIL MATERIAL SHALL BE TOPSOIL AND OTHER SOIL MATERIALS CONTAINING GREATER THAN 5 PERCENT ORGANIC MATERIAL, SOIL WHICH IS TOO WET, SOIL WHICH DOES NOT MEET THE PLASTICITY AND/OR GRADATION LIMITS FOR SELECT MATERIAL AS SPECIFIED IN THIS DOCUMENT, OR OTHER SOIL MATERIAL DESIGNATED BY THE OWNER'S CONSTRUCTION INSPECTOR TO BE UNSUITABLE FOR SELECT MATERIAL. 13. SELECT SOIL MATERIAL SHALL BE THAT MATERIAL CLASSIFIED AS SM, SP, SC, SW AND CL, OR SW AND SC IN ACCORDANCE WITH ASTM D2487, AND SHALL HAVE A MAXIMUM LIQUID LIMIT OF 30, A MAXIMUM PLASTICITY INDEX OF 8, AND A MAXIMUM OF 35 PERCENT PASSING THE #200 SIEVE. 14. THE TOP SURFACE OF EACH LIFT OF BACKFILL SHALL BE PROTECTED FROM PUMPING, PONDING, AND GULLYING. 15. COMPACTION TESTING WILL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. COMPACTION REQUIREMENTS OF SOIL BACKFILL SHALL BE AS INDICATED IN THE FOLLOWING TABLE: LOCATION OF FILL MINIMUM REQUIRED COMPACTION LEVEL STANDARD PROCTOR A. GENERAL YARD AREA 98%(ASTM D698) B. UPPER 18 INCHES OF SOIL TO BE USED AS 98%(ASTM D698) ROAD SUBGRADE MATERIAL AND EXTENDING A MINIMUM OF 5 FEET BEYOND THE EDGE OF DEFINED ROADWAYS (IMMEDIATELY UNDER BASE MATERIAL) 15. CRUSHED STONE IN DRIVE AREAS SHALL BE COMPACTED WITH A STATIC STEEL DRUM ROLLER (APPROXIMATELY 8 TONS). IF A VIBRATORY COMPACTOR IS USED, NO MORE THAN FOUR (4) PASSES SHALL BE ALLOWED. 16. APPROVAL SHALL BE RECEIVED FROM THE CLIENT REPRESENTATIVE FOR EACH FILL TYPE TO BE USED PRIOR TO PROCEEDING WITH BACKFILL OPERATIONS WITH THE MATERIAL IN QUESTION. 17. BACKFILL TO BE IMPORTED SHALL BE TESTED IN ACCORDANCE WITH THIS DOCUMENT AND APPROVED BY THE PROJECT MANAGER PRIOR TO DELIVERY OF MATERIAL TO THE SITE. THE OWNER'S CONSTRUCTION INSPECTOR ACCEPTS NO LIABILITY FOR ANY OUT OF SPECIFICATION MATERIAL ACCEPTED AND STOCKPILED BY THE CONTRACTOR 18. INSPECTION AND TESTING OF MATERIAL SHALL BE PERFORMED AS REQUIRED BY THIS DOCUMENT AT THE EXPENSE OF THE CONTRACTOR. 19. TESTS AND ANALYSIS OF MATERIAL SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE STANDARDS REFERENCED IN THIS DOCUMENT FOR THE SPECIFIC TEST. FIELD INSPECTION SHALL BE PERFORMED AS REQUIRED BY THIS DOCUMENT. 20. THE BACKFILL AND EXPOSED SOIL IN CUT AREAS SHALL BE COMPACTED AS SPECIFIED ON THIS DOCUMENT. FIELD DENSITY TESTS SHALL BE PERFORMED BY THE CONTRACTOR TO VERIFY COMPACTION REQUIREMENTS HAVE BEEN ACHIEVED. IN -PLACE FIELD DENSITY TESTING OF THE COMPACTED BACKFILL SHALL BE CONDUCTED ACCORDING TO THE PROCEDURES OF THE SAND CONE METHOD (ASTM 1556), NUCLEAR METHOD (ASTM D3017), OR ACCORDING TO THE PROVISIONS OF THIS DOCUMENT. TEST RESULTS REPORTED SHALL INCLUDE BOTH THE MOISTURE CONTENT AND DRY DENSITY, ALONG WITH OTHER PERTINENT DATA SUCH AS LOCATION, ELEVATION, PROCTOR CURVE USED FOR COMPARISON, ETC. THE TESTING FREQUENCY SHALL BE ONE TEST FOR EACH 5,000 SQUARE FEET OF LIFT AREA OR PORTION THEREOF FOR EACH LIFT. IN ISOLATED AREAS OF LESS THAN 5,000 SQUARE FEET, TEST AT LEAST EVERY THIRD LIFT. WHEN BACKFILL OPERATIONS ARE CONCENTRATED IN SMALL AREAS USING LIGHT MANUALLY -GUIDED EQUIPMENT AND RELATIVELY THIN LIFTS, THE FREQUENCY OF DENSITY TESTING MAY BE REVISED AS DIRECTED BY THE OWNER'S CONSTRUCTION INSPECTOR. TEST LOCATION SHALL BE THE WEAKEST APPEARING AREA OF THE TOP LIFT DETERMINED BY TRACKING ACTION OF THE EQUIPMENT. 21. SUITABILITY OF SOIL MATERIAL FOR USE AS BACKFILL SHALL BE DETERMINED FOR EACH FILL TYPE BY THE RESULTS OF THE FOLLOWING TESTS: A. LIQUID LIMIT IN ACCORDANCE WITH ASTM D4318. B. PARTICLE SIZE ANALYSIS IN ACCORDANCE WITH ASTM D422. C. MOISTURE -DENSITY RELATIONS (STANDARD PROCTOR) IN ACCORDANCE WITH ASTM D698. D. MOISTURE CONTENT IN ACCORDANCE WITH ASTM D2216. E. SAMPLING OF SOIL SHALL BE IN ACCORDANCE WITH ASTM D2216. F. SOIL SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM D2487. 22. FREQUENCY OF TESTS: TESTS OF MATERIALS TO BE USED IN THE OPERATIONS COVERED IN THIS DOCUMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS GIVEN IN THIS DOCUMENT. FREQUENCIES OF IN -PLACE DENSITY TESTS SHALL BE AS STATED IN THIS DOCUMENT. 23. IF QUESTIONABLE COMPACTION RESULTS ARE OBTAINED, THE CLIENT REPRESENTATIVE MAY REQUIRE THE CONTRACTOR TO PERFORM PROCTOR CHECKS (ON DRY SIDE OF OPTIMUM) TO VERIFY THAT THE PROPER PROCTOR CURVE IS BEING REFERENCED. IF NOT, A NEW PROCTOR CURVE DETERMINED BY A FIVE -POINT TEST SHALL BE REQUIRED. IF THE COMPACTION REQUIREMENTS FOR A LIFT HAVE NOT BEEN ACHIEVED, THE LIFT SHALL BE REWORKED OR REPLACED AT THE CONTRACTOR'S EXPENSE. 24. TESTING OF IN -PLACE DENSITY AND MOISTURE CONTENT BY NUCLEAR METHODS IN ACCORDANCE WITH ASTM D2922 AND ASTM D3017, RESPECTIVELY, WILL BE ALLOWED PROVIDED: A. ACCEPTABLE CORRELATION WITH SAND CONE DENSITY AND LABORATORY DETERMINED MOISTURE CONTENT TEST RESULTS CAN BE OBTAINED ACCORDING TO THE GUIDELINES OF "CALIBRATION" SECTIONS OF ASTM D2922 AND ASTM D3017. B. THE INITIAL CORRELATION RESULTS ARE REVIEWED AND USE OF THE NUCLEAR DEVICE IS APPROVED BY THE OWNER'S CONSTRUCTION INSPECTOR. C. THE CONTRACTOR INSURES THAT THE REPRESENTATIVE FROM THE TESTING AGENCY OPERATING THE NUCLEAR DENSITY TESTING HAS THE NECESSARY STATE AND/OR FEDERAL LICENSES TO OPERATE THE DEVICE AND CARRY A NUCLEAR ENERGY SOURCE. EMBANKMENT FILL NOTES: 1. EMBANKMENT FILL SHALL CONSIT OF AN INORGANIC, NON -PLASTIC, GRANULAR SOIL CONTAINING LESS THAN 10% MATERIAL PASSING THE NO.200 MESH SIEVE WITH UNIFIED SOIL CLASSIFICATION OF SP, SP-SC, OR SP-SM. EMBANKMENT FILL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES WHEN USING A STATIC DRUM ROLLER WITH A MINIMUM OPERATING WEIGHT OF 5 TONS WITH A DRUM DIAMETER OF 3 TO 4 FEET. WHERE LIGHTWEIGHT VIBRATORY COMPACTION METHODS ARE UTIILIZED MAXIMUM LOOSE LIFT THICKNESS SHALL BE 6 INCHES. COMPACTION TO MEET A MAXIMUM DRY DENSITY OF 98% STANDARD PROCTOR DRY DENSITY. 2. ANY GRADING TO CORRECT SLOPES SHALL BE COMPACTED PER THIS DOCUMENT. GENERAL EXCAVATION REQUIRED FOR CONSTRUCTION 1. THIS ITEM SHALL CONSIST OF FURNISHING ALL LABOR, MATERIALS, MACHINERY, TOOLS, AND SUPERVISION FOR EXCAVATION AND GRADING REQUIRED TO PREPARE THE ROADWAY, AND GRADING REQUIRED TO COMPLETE THE FINAL GRADING OF AREAS ADJACENT TO THE ROADWAY AS SHOWN ON THE PLANS IN ACCORDANCE WITH THE PROVISIONS OF SECTION 225 OF THE NC DOT STANDARD SPECIFICATIONS INSOFAR AS THEY ARE NOT AMENDED BY THE PLANS AND THESE SPECIAL PROVISIONS, AND IN ACCORDANCE WITH THE FOLLOWING SPECIAL PROVISIONS, SUBGRADE COMPACTION VERIFICATION 1. THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT CONSTRUCTION MATERIAL ENGINEERING TESTING FIRM TO MONITOR THE PROOFROLLING OF THE SITE AFTER THE STRIPPINGS HAVE BEEN REMOVED TO INSPECT AND TEST THE COMPACTED FILL AREAS IN THE ACCESS ROAD AREAS AS INDICATED ON THE BID DOCUMENTS AND/OR AS SPECIFIED BY THE OWNER'S DESIGNATED REPRESENTATIVE. COPIES OF THE TEST RESULTS SHALL BE FURNISHED TO THE OWNER'S DESIGNATED REPRESENTATIVE AND OTHERS AS INDICATED BY OWNER'S DESIGNATED REPRESENTATIVE, THE OWNER'S DESIGNATED REPRESENTATIVE MUST APPROVE THE INDEPENDENT CONSTRUCTION MATERIAL ENGINEERING TESTING FIRM. INCLUDED WITH THIS BID PROPOSAL, THE CONTRACTOR SHALL FURNISH THE NAME, ADDRESS AND A PHONE NUMBER OF THE INDEPENDENT CONSTRUCTION MATERIAL ENGINEERING TESTING FIRM FOR APPROVAL. ABBREVIATIONS: ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS BOC BACK OF CURB CB CATCH BASIN CBR CALIFORNIA BEARING RATIO C/L CENTERLINE COMB COMBINATION BEND (VERT. & HOR. DIRECTIONAL CHANGE) CONC CONCRETE CI CURB INLET CMP CORRUGATED METAIL PIPE DB DEED BOOK DI DROP INLET DR DRIVE ELEC ELECTRICAL EOP EDGE OF PAYMENT EX EXISTING FT FEET FTG FITTING JAB JACK AND BORE GIS GEOGRAPHIC INFORMATION SYSTEM LL LAND LOT MAX MAXIMUM MIN MINIMUM MISC MISCELLANEOUS NTS NOT TO SCALE PG PAGE PVC POLYVINYL PLASTIC PIPE NCDEQ NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY NCDOT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION N/F NOW OR FORMERLY NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NTS NOT TO SCALE OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PC POINT OF CURVATURE P/L PROPERTY LINE PT POINT OF TANGENCY RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SAG SAG (PIPE DIRECTION UP) SBL SIDE BEND LEFT SBR SIDE BEND RIGHT SSMH SANITARY SEWER MANHOLE STMH STORM MANHOLE PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 CLAUDEA McMULLAN NO.1 DATE REVISION(S) DESCRIPTION BY I CHK APPD I DESCRIPTION APPROVALS IFC SUBMITTAL DATE NORTH CAROLINA A 04-24-2020 30% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE N/A INITIALS NIA REGIONAL ENGINEER B 08-11-2020 60% DESIGN SUBMITTAL MJD CNS CAM ACCOUNT NUMBER - SEAL047852 C 10-02-2020 90% DESIGN SUBMITTAL JJM CNS CAM PROJECT NUMBER 0231540 DATE N/A INITIALS N/A MGR TECH REC & STD r DUKE '� ENERGY,: D 12-11-2020 REVISED 90% DESIGN SUBMITTAL MJD CNS CAM DRAWING BY MJD PROFESSIONALENG/ARCH STAMP STATION ID DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS CNS LINE 475 DOT RELOCATION - PIPELINE r6ll� Piedmont CIVIL GENERAL NOTES, LEGENDS, & ABBREVIATIONS Natural Gas GOLDSBORO, NORTH CAROLINA COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL SHEET(S) X OF X I DWG SCALE DWG DATE 04/22/2020 ISUPERSEDED DRAWING NUMBER PNG-C-025-0001222 DISCIPLINE / RESOURCE CENTER / LINE NUMBER NONE REVISION D ACCESS AND STAGING REPLACEMENT FOR i \ �� I _ L _ • • r A a . ' 111 FALLIN BLVD EXPANSION 1 I — �I =N.J '. L L i FALLINSUEMARY i a FALLINSUEMARY i %• 3519957239 L_ J 3529055055 EXISTING CENTRAL ' � •° • L - 1 BOOK3468 PAGE 180 180 HEIGHTS ROAD L ' i REGULATOR STATION. i •�f • _ I 118 I � •� � � MARY SUE I 102 NEWTON HOMES, LLC (SUE) FALLINSUEMARY FALL BOOK2617PAGE783 ' 3519947685 3529045688 3529141303 w - — - Fi�h r • • BOOK3468PAGE 180 BOOK 46 I �' =180 SR 1709— -=` MARVSUEFALLIN a a —°—a •� CENTRAL HEIGHT Rp 3529048073 101 101 BODK741 PAGE�3 D L TEMPORARY ACCESS DOUTHWESTINVESTORS GROUP , LLC � `—�` ' 01111K2842 PAGE 135 (NAME CHANGE 104 ■ '~ DUKE ENERGY _ • _ � 3529137763 -SOUTHEASTINVESTORS \ • •� r k \� PROGRESS LLC y BOOK 1800, PAGE 184 GROUP, LLC TCE (TCE) a/ 3529235463 '1 ti ' 1' '• ' ti s rp■G �� 3529130782 BOOK2842, PAGE 135 •s r �_� - ''•� PROPOSED LAYDOWN YARD �`�e / (NAME CHANGE) BOOK 1800, PAGE 184 _ APPROX. 6 ACRES / �_� / EXCEPTION ], f r _ , r �` BOOK 1175PAGE 78 . x / A ` 1 � 11 / 1 T 7 • 4 - - f:r ti ! _ _ �� • �e _ _�d A ' co �PDNC,LLC �e ' CHENEY BROS. 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ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT, AND DELIVERIES ARE ILLUSTRATED ON THIS DRAWING AND ARE SUBJECT TO THE APPROVAL OF THE CLIENT REPRESENTATIVE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF -SITE HAUL ROUTES WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ACCESS ROUTES AND HAUL ROUTES ARE SUBJECT TO CHANGE AT THE DIRECTION OF THE CLIENT REPRESENTATIVE AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE SITE. 2. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND HAUL ROUTES IN A MANNER THAT ALLOWS UNOBSTRUCTED EMERGENCY ACCESS TO ALL PROJECT AREAS AND EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAY TO EMERGENCY AND SECURITY VEHICLE RESPONSE TIME. 3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY THE CLIENT REPRESENTATIVE, POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES OF THE CLOSURE. 4. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON A DAILY BASIS. 5. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE CONSTRUCTION LIMITS UNLESS COORDINATED OTHERWISE WITH THE CLIENT REPRESENTATIVE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION FENCING AROUND THE ENTIRE SITE DURING CONSTRUCTION. 7. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND STOCKPILE AREA FOR MATERIALS AND EQUIPMENT. LOCATION OF CONTRACTOR'S STAGING SHALL BE AS ILLUSTRATED ON THIS DRAWING, AND IS SUBJECT TO THE APPROVAL OF THE CLIENT REPRESENTATIVE. CONTRACTOR MAY SUBMIT ALTERNATIVES TO THE STAGING AREA LOCATIONS AS SHOWN. CONTRACTOR'S STAGING AREA IS SUBJECT TO CHANGE AT THE DIRECTION OF THE CLIENT REPRESENTATIVE AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE PROJECT SITE. 8. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT AND VEHICLES SHALL BE PARKED IN THE STAGING AREA. 9. ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OF THE CLIENT REPRESENTATIVE. 10. CONTRACTOR SHALL IMPROVE THE EXISTING ACCESS ROAD AS REQUIRED AND AS DIRECTED BY AND APPROVED BY OWNER. ROAD SHALL BE 6" GRAVEL SURFACE COURSE OVER 12" COMPACTED SUBGRADE AND AT LEAST 12' IN WIDTH. TRAFFIC CONTROL 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE CONSTRUCTION WORK AREA AND ASSOCIATED ROADWAYS BY USING BARRICADES APPROVED BY THE CLIENT REPRESENTATIVE. 2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY VISIBLE. 3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN REVERSE. 4. NO PEDESTRIAN TRAFFIC SHALL BE ALLOWED INSIDE THE CONSTRUCTION LIMITS. 5. ANY DAMAGE TO ROADS AND PAVEMENTS -TO -REMAIN DUE TO CONSTRUCTION EQUIPMENT OR TRAFFIC SHALL BE REPAIRED TO RESTORE THE ROADS AND PAVEMENTS TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE CLIENT REPRESENTATIVE. BURNS&McDONNELLCONSULTANTS, INC. I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY STATE LICENSE # C-1435 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 1001 CLAUDEA McMULLAN NO.1 DATE REVISION(S) DESCRIPTION BY CHK APPD I DESCRIPTION APPROVALS IFC SUBMITTAL DATE NORTH CAROLINA A 04-24-2020 30% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE N/A INITIALS NIA REGIONAL ENGINEER B 08-11-2020 60% DESIGN SUBMITTAL MJD CNS CAM ACCOUNT NUMBER - SEAL047852 C 10-02-2020 90% DESIGN SUBMITTAL JJM CNS CAM PROJECT NUMBER 0231540 DATE N/A INITIALS N/A MGR TECH REC & STD r r�DUKE ENERGY,: D 12-11-2020 REVISED 90% DESIGN SUBMITTAL MJD CNS CAM DRAWING BY MJD PROFESSIONALENG/ARCH STAMP STATION ID DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS CNS LINE 475 DOT RELOCATION - PIPELINE r6ll� Piedmont ACCESS ROUTE PLAN - PIPELINE Natural Gas GOLDSBORO, NORTH CAROLI NA COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA 0 500 1000 PRELIMINARY - NOT I IN — 50OFT FOR CONSTRUCTION 90% DESIGN SUBMITTAL SHEET(S) X OF X I DWG SCALE AS NOTED DWG DATE 04/22/2020 SUPERSEDED DRAWING NUMBER REVISION PNG-C-025-0001223 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER _d�� BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 CLAUDE A McMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 PROFESSIONAL ENG/ARCH STAMP FALLIN SUE MARY J6/A0117M WaY JIBE PAGE 1W PLAT M-PJI N/T FALLIN SUE MARY JI MBNI71111rr BiOClilf JIBB PAGE IM PLAT M-2ff \ WETLAND 3 \ \ \ 0 ° \ y� \ \ PROPOSED TEMPORARY WORKSPACE (TYP) ACCESS ROAD TO BE MATTED AS REQUIRED BASED ON FIELD CONDITIONS (SEE DETAIL 3 DRAWING PNG-C-025-0001291) rUDLIU KVVV CONTRACTOR HAUL ROUTE �I 12' TRAVEL LANE IGHTS RD STREAM2 �S— PROPOSED BOX SECTION REPLACEMENT FOR FALLIN BLVD EXPANSION SEE DRAWING PNG-M-025-0001282 EXISTING CAROLINA POWER AND LIGHT EASEMENT Aw FALLIN SUE MARY JU29GB6M OW JIBE PAGE IW PLAr m-YSr EXISTING PNG PERMANENT EASEMENT EXISTING PNG LINE 67 J \ \ \ter y� MARY SUE FALLIN 11&00 A \ \ WCK JIBE PAGE IW \ PLAT M-2FJ oy \ \ TEMPORARY GRAVEL CONSTRUCTION ENTRANCE \ \ (SEE DETAIL 1 DRAWING PNG-C-025-0001290) \ \ LOHw 1709 �_�__------- 77777 -- — L� G PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 1w ACCESS AND STAGING 1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT, AND DELIVERIES ARE ILLUSTRATED ON THIS DRAWING AND ARE SUBJECT TO THE APPROVAL OF THE CLIENT REPRESENTATIVE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF -SITE HAUL ROUTES WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ACCESS ROUTES AND HAUL ROUTES ARE SUBJECT TO CHANGE AT THE DIRECTION OF THE CLIENT REPRESENTATIVE AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE SITE. 2. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND HAUL ROUTES IN A MANNER THAT ALLOWS UNOBSTRUCTED EMERGENCY ACCESS TO ALL PROJECT AREAS AND EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAY TO EMERGENCY AND SECURITY VEHICLE RESPONSE TIME. 3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY THE CLIENT REPRESENTATIVE, POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES OF THE CLOSURE. 4. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON A DAILY BASIS. 5. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE CONSTRUCTION LIMITS UNLESS COORDINATED OTHERWISE WITH THE CLIENT REPRESENTATIVE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION FENCING AROUND THE ENTIRE SITE DURING CONSTRUCTION. 7. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND STOCKPILE AREA FOR MATERIALS AND EQUIPMENT. LOCATION OF CONTRACTOR'S STAGING SHALL BE AS ILLUSTRATED ON THIS DRAWING, AND IS SUBJECT TO THE APPROVAL OF THE CLIENT REPRESENTATIVE. CONTRACTOR MAY SUBMIT ALTERNATIVES TO THE STAGING AREA LOCATIONS AS SHOWN. CONTRACTOR'S STAGING AREA IS SUBJECT TO CHANGE AT THE DIRECTION OF THE CLIENT REPRESENTATIVE AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE PROJECT SITE. 8. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT AND VEHICLES SHALL BE PARKED IN THE STAGING AREA. 9. ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OF THE CLIENT REPRESENTATIVE. 10. CONTRACTOR SHALL IMPROVE THE EXISTING ACCESS ROAD AS REQUIRED AND AS DIRECTED BY AND APPROVED BY OWNER. ROAD SHALL BE 6" GRAVEL SURFACE COURSE OVER 12" COMPACTED SUBGRADE AND AT LEAST 12' IN WIDTH. TRAFFIC CONTROL 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE CONSTRUCTION WORK AREA AND ASSOCIATED ROADWAYS BY USING BARRICADES APPROVED BY THE CLIENT REPRESENTATIVE. 2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY VISIBLE. 3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN REVERSE. 4. NO PEDESTRIAN TRAFFIC SHALL BE ALLOWED INSIDE THE CONSTRUCTION LIMITS. 5. ANY DAMAGE TO ROADS AND PAVEMENTS -TO -REMAIN DUE TO CONSTRUCTION EQUIPMENT OR TRAFFIC SHALL BE REPAIRED TO RESTORE THE ROADS AND PAVEMENTS TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE CLIENT REPRESENTATIVE. 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 1001 NO. DATE REVISION(S) DESCRIPTION BY I CHK APPD I DESCRIPTION APPROVALS Piedmont I DUKE 0111 4 ENERGY_-. Natural Gas COPYRIGHT 2018 LINE 475 DOT RELOCATION — PIPELINE FALLIN BLVD ACCESS PLAN GOLDSBORO, NORTH CAROLINA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA A 08-11-2020 60% DESIGN SUBMITTAL HEC CDWCAM AREA CODE - DATE N/A INITIALS N/A REGIONAL ENGINEER B 10-02-2020 90% DESIGN SUBMITTAL JJM CDWCAM ACCOUNT NUMBER - C 12-11-2020 REVISED 90% DESIGN SUBMITTAL MJD CNS CAM PROJECT NUMBER 0231540 DATE N/A INITIALS N/A MGR TECH REC & STD DRAWING BY - STATION ID I DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS CDW NOTES: 1. CONTRACTOR SHALL MAT OVER LIVE LINES BEFORE DRIVING OR WORKING OVER. 2. CONTRACTOR SHALL REMOVE GRAVEL CONSTRUCTION ENTRANCE UPON COMPLETION OF WORK. 0 60 120 PRELIMINARY -NOT 1IN=60FT FOR CONSTRUCTION 90% DESIGN SUBMITTAL REF. DWG(S) PNG-G-025-0001086 PNG-C-025-0001223 SHEET(S) X OF X DWG SCALE AS NOTED DWG DATE 04/14/2020 SUPERSEDED DRAWING NUMBER REVISION PNG—C-025-0001224 C DISCIPLINE / RESOURCE CENTER / LINE NUMBER s D�' "_In i501 \��s 5 o CONSTRUCTION ENTRANCE, SEE DETAIL 1 ON SHEET PNG-C-025-0001290 RCP LpUCP�p ENp j5111 8 \� HAUL ROAD ROCK PIPE INLET PROTECTION --- ��- � \•\ ry \. pyJ p„, 110/ \.\ BpO� � 44)_ \ \ pH pH„ 0 HHj py \ �%y. 1 1 PIPELINE ES&PC PLAN, \ ° 1 DER SEPARATE PERMIT I CONSTRUCTION ENTRANCE WITH 12" \ \ 1 CULVERT, SEE DETAILS 1 AND 5 ON SHEET \ HAUL ROAD PNG-C-025-0001290 0 / 114 — — — — — — � PLAT LL401 B OK 741 _PA GE 2 3SFWB v ------------- 2 SFWB 0 0 ' \ o 0 o O v \ 0000000c SILT FENCE, TYP NON -JURISDICTIONAL O�O� \ DITCH17 AM \ \ SFWB 41P \ 10I \ I L_ BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 CLAUDE A McMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 �_ o NON -JURISDICTIONAL DITCH AA3 o SILT FENCE, TYP FL \ \ FLGD z�F I L� D 0-0D� SILT FENCE, TYP o`oJ0�0�0�0�0�0 C�D°�° o I I - 1 Oo�oo�oo�oo�oo�oo�oo�oo�oo�oo�oo�oo�oo�o oo�o � �� I JOcOcOcOcOcOcOcOcOcOcOcOcOcO� \oo�oo�oo�oo�oo�oo�oo�oo�oo�oo�oo�oo�oo�oo�o IIII C\O�O�O�O�O�O�O�O�O�O�O�O�O�O�O �III,I ��9 9O�O�O�O�O�O�O�O�O�O�O�O� I/ 1 SFWB III 1 Oo�oo�oo�oo�oo�oo�oo�oo�oo�o 0 ' D sD o IIII 1 JOcOcOcOcOcOcOcOcO cOcO�cOcO I NON JURISDICTIONAL DITCH JOcOco�� ° cOcOcOcOcO� cOcOcO� III Oo�oo�oo O O�o�o�o�o� o�oo�oo�oo�o _. "IV�� IIII SILT FENCE, TYP Oo�oo�oo�oo�oo�oo�oo�oo�oo�o o�oo�oo�o�-o -� \ / JOcOcOcOcOcOcOcOcOcO� cOcOcO II l t! JOcOcOcOcOcOcOcOcOcO cOcOcO � II II 2_�U�140 �OAO�O�O�O<O�O�O SFWB III JOcOcOcOcOcOcOcOcOcO cOcOcO III �O�O�O�O�O�O�O�O�O�O .<Oy /0 III 0 0 0 0 0 0 0 0 0 0�0 0 0 IIII\ III II E 1/2HBO&FRG PpE / II P�UMkvo* 12 +` I/ a EeB SILT FENCE, TYP TOPSOIL STOCKPILE AREA, STABILIZE WITH TEMPORARY / / / ✓ l SEEDING AS REQUIRED — _ / _ / _ _ _ —I\ I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY NOTES: 1. ALL DIMENSIONS SHOWN ARE IN FEET UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL MAINTAIN GROUND COVER STABILIZATION AT ALL TIMES VIA TEMPORARY SEEDING OR GRAVEL. 3. CONTRACTOR SHALL KEEP ADJACENT ROADS AND DRIVEWAYS CLEAN OF SEDIMENT AND CONSTRUCTION DEBRIS. HWY SHALL BE SWEPT CLEAN DAILY. 4. ONSITE SOILS ARE SANDY LOAM, 0-2% SLOPES, HYDROLOGIC SOIL GROUP B AND C. 5. WETLANDS, SURFACE WATERS, OR OTHER JURISDICTIONAL WATERS ARE NOT WITHIN THE LAYDOWN YARD LIMITS OF DISTURBANCE. LAYDOWN YARD CONSTRUCTION SEQUENCE: 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AND ASSOCIATED TEMPORARY CULVERTS. 2. INSTALL PERIMETER EROSION CONTROL DEVICES. 3. STRIP THE PROPOSED LAYDOWN AREA OF TOPSOIL AND STOCKPILE IN LOCATIONS SHOWN. 4. INSTALL PERIMETER EROSION CONTROL AROUND TOPSOIL STOCKPILES AS SHOWN. 5. STABILIZE TOPSOIL STOCKPILES WITH TEMPORARY SEEDING IN ACCORDANCE WITH DETAIL 1, SHEET PNG-C-025-0001291. 6. INSTALL LAYDOWN YARD GRAVEL AS SHOWN. 7. ALL NON -GRAVELED AREAS SHALL BE MULCHED AND TEMPORARILY SEEDED IN ACCORDANCE WITH NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL SECTIONS 6.10 AND 6.14. SEE DETAIL 1, SHEET C-025-0001291. 8. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES THROUGHOUT CONSTRUCTION. 9. UPON CONSTRUCTION COMPLETION, REMOVE AND HAUL OFF ALL GRAVEL AND ASSOCIATED MATERIALS. 10. REPLACE THE STOCKPILED TOPSOIL EVENLY ACROSS THE AREAS IT WAS STRIPPED FROM. 11. STABILIZE ALL DISTURBED AREAS OUTSIDE OF THE CULTIVATED FIELD WITH PERMANENT SEEDING IN ACCORDANCE WITH DETAIL 2, SHEET PNG-C-025-0001291. 12. ALL OTHER DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITIONS AS A CULTIVATED FIELD. PERMANENT SEEDING WILL NOT BE UTILIZED. 13. UPON NCDEQ APPROVAL, REMOVE ALL EROSION AND SEDIMENT CONTROL DEVICES. LEGEND: — — LOD — — LIMITS OF DISTURBANCE EXISTING CONTOUR - — — ....... DITCH PROPOSED 4" #57 STONE OVER WOVEN O O GEOTEXTILE, MIRAFI HP370 OR APPROVED EQUAL SILT FENCE C-025-0001290 SFWB SILT FENCE WATTLE BREAK 3 C-025-0001290 J ROCK PIPE INLET PROTECTION 4 v C-025-0001290 N__� 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 1001 NO.1 DATE REVISION(S) DESCRIPTION BY CHK APPD I DESCRIPTION APPROVALS +r�DUKE Piedmont ied Natural Gas ENERGY, COPYRIGHT 2018 LINE 475 DOT RELOCATION - PIPELINE ES&PC PLAN - LAYDOWN YARD GOLDSBORO NORTH CAROLINA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA A 09-23-2020 90% DESIGN SUBMITTAL ABR JTG CAM AREA CODE - DATE N/A INITIALS N/A REGIONAL ENGINEER B 12-11-2020 REVISED 90% DESIGN SUBMITTAL LLO JTG CAM ACCOUNT NUMBER - PROJECT NUMBER 0231540 DATE N/A INITIALS N/A MGR TECH REC&STD DRAWING BY ABR STATION ID I DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS JTG LIMITS OF DISTURBED AREA CONTRACTOR LAYDOWN AREA & HAUL ROAD: 6.00 AC POINT OF CONTACT (MAINTENANCE): DENNIS ROBERTSON 803-917-6577 PRELIMINARY - NOT 0 20' 40' 80' FOR CONSTRUCTION SCALE IN FEET 90% DESIGN SUBMITTAL REF. DWG(S) SHEET(S) X OF X DWG SCALE AS NOTED DWG DATE 12/11/2020 SUPERSEDED DRAWING NUMBER REVISION PNG-C-025-0001225 B DISCIPLINE / RESOURCE CENTER / LINE NUMBER BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 BOM # Legacy Number Maximo Part # Data Sheet? Source System Qty Retired? Description Ordering Instructions Ordering Specifications Manuf Model Manuf Part # LINE PIPE 1 16360 1551341 PNG 8800 PIPE, 8" NPS X 0.322" WALL THK, DBL RANDOM LG, BEVELED ENDS, ELECTRIC RESISTANCE WELD, SCH 40, STL, API 5L PSL-2, GR X52, NO JOINTERS, FUSION BONDED EPDXY COATED INCLUDES 10% CONTINGENCY UNKNOWN, 1551341 2 16563 1568434 PNG 2040 PIPE, 8", DBL RANDOM LG, BEVELED ENDS, ELECTRIC RESISTANCE WELD, SCH 40, CS, API 5L PSL-2, GR X52, 0.322" WALL THK, ASME B31.8 APPENDIX I, FIG 1-4, W/ FUSION BONDED EPDXY COATING, THIN FILM (12-14 MILS) W/ 40 MILS (+12/-3 MILS) OF POWER CRETE APPLIED TO EXTERIOR, MIN AVERAGE SET OF 3 SHEAR FRACTURE AREA F/ EA PIPE BODY TEST SHALL BE AT LEAST 85% @ 32 DEG F, MULTIPLE GR STENCILED PIPE IS NOT ACCEPTABLE INCLUDES 10% CONTINGENCY IPSCOINC, 1568434 3 1593272 1593272 ALL 50 COATING, ABRASION RESISTANT OVERCOAT, 10" X 30', CANUSA SCAR -GUARD, JOINT COATING FOR HDD GIRTH WELDS CANUSACPS SCAR GUARD SYS1030 4 17228 1575278 PNG 5 TOOL, ARO, CANUSA SCAR -GUARD, PERFORATION TOOL FOR USE WITH WRAPIDSHIELD XL ABRASION SLEEVE KITS (PNG CAT#'s 17215-17226). CANUSACPS, CPSPERFTL FITTINGS 10 16565 1552933 PNG 19 ELBOW,PIPE, 8" NPS X 0.322 W.T., BW, 45 DEG, 3D RADIUS, STL, MSS SP-75, GR Y52, FULLY SEGMENTABLE, PAINTED PREFERRED, BARE ACCEPTABLE., MACHINE BEVEL ENDS PER ASME B31.8 APPENDIX 1, FIG 1-4 INCLUDES 4 CONTINGENCY UNKNOWN, 1552933 11 16562 1552912 PNG 10 ELBOW,PIPE, 8" NPS X 0.322 W.T., BW, 90 DEG, 3D RADIUS, STL, MSS SP-75, GR Y52, FULLY SEGMENTABLE, PAINTED PREFERRED, BARE ACCEPTABLE., MACHINE BEVEL ENDS PER ASME B31.8 APPENDIX 1, FIG 1-4 INCLUDES 4 CONTINGENCY UNKNOWN, 1552912 LINE 67 TIE-IN 20A 1572402 1572402 PNG 1 TEE,PIPE, 4", WELD, 600 LB, STL, 3-WAY SPHERICAL, W/ LOCK-O-RING FLG, MUST ORDER LOCK-O-RING COMPLETION PLUG & BLIND FLG KIT SEPERATELY LINE 67 TIE IN TDWILLIAMSON, 26-1863-0460-00 20B 1572540 1572540 PNG 1 PLUG,PIPE, 4", STL, LOCK-O-RING, COMPLETION PLUG, 4" PLUG F/ 4" SPHERICAL TEE, W/ GUIDE BARS LINE 67 TIE IN TDWILLIAMSON, 07-1945-0017-00 20C 1572590 1572590 PNG 1 KIT, FLG, (1) 4" 600 LB RF BLIND FLG, (1) GASKET, BOLTS & NUTS Same blind flange is used on 4 Tee as is used on 3 Tee (3 Tee has 4 flange) 3 Spherical Tee uses 4 flange so Lock-O-Ring can be used LINE 67 TIE IN TDWILLIAMSON, 06-8041-0460-00 21 14151 1553338 PNG 1 FITTING, THREAD-O-RING, 2" X 30-6" NPS WE, STL, ASTM A333 GR. 6 ASME B31.8,, BARE, NIPPLE, ASTM A333. CAP, ASTM A105. PLUG, ASTM B-16 YELLOW BRASS. VITON O-RING TDWILLIAMSON, TR-0000-0002-00 22 16773 1554282 PNG 1 FITTING, THREAD-O-RING, 1", STL, W/ASTM A105 CAP, BACK UP RING, BUNA-N O-RING, ASTM B16 BRASS PLUG, ASME SA-333 GR 6 NIPPLE TDW THREAD-O-RING (TOR) T1-0000-0001-00 23 17405 1554011 PNG 1 REDUCER,PIPE, CONCENTRIC, 8" NPS X 0.322 W.T. X 4" NPS X 0.237 W.T., WELD, STL, MSS SP-75, GR Y52, PAINTED PREFERRED, BARE ACCEPTABLE., MACHINE BEVEL ENDS PER ASME B31.8 APPENDIX 1, FIG 1-4 HACKNEYLADIS, 1554011 24 16784 1557209 PNG 1 INSULATOR, MONOLITHIC, WELD, 4" NPS, FORGED STL, ASTM A105, CLASS 600, ASME B16.11, PIPE PUP STYLE, API 5L PSL-2, GR X52, 0.237" W.T. PIPE PUPS WELDED ON EACH END. BEVEL ENDS 30 - 35 DEG WITH 1/16" LANDING. SYPRISTECHOL, 2000369681 MLV TO PIG RECEIVER 30 13113 1552817 PNG 160 PIPE, 8" NPS X 0.322 W.T., DBL RANDOM LG, BEVELED ENDS, ELECTRIC RESISTANCE WELD, BARE, STL, API 5L PSL-2, GR X52, NO JOINTERS UNKNOWN, 1552817 31 16360 1551341 PNG 120 PIPE, 8" NPS X 0.322" WALL THK, DBL RANDOM LG, BEVELED ENDS, ELECTRIC RESISTANCE WELD, SCH 40, STL, API 5L PSL-2, GR X52, NO JOINTERS, FUSION BONDED EPDXY COATED UNKNOWN, 1551341 32 17248 1551490 PNG 1 FLANGE,PIPE, WN, RF, 8" NPS, CLASS 600, FORGED STL, ASTM A694, ASME B16.5, GR F52, MSS SP-44, 125-250 MICRO INCHES AARH RECEIVER CONNECTION UNKNOWN 1551490 33 14997 1557056 PNG 1 GASKET,SPIRAL WOUND, 8" NPS, CLASS 600, 1/8" THK, SS INNER RING, CS OUTER RING, ASME B16.20, TYPE E, MSS SP-44, SPIRAL WOUND GRAPHITE WITH 304 SS RIBBON AND 304 SS BACKING RING RECEIVER CONNECTION FLEXITALLICI, 1557056 34 17263 1553050 PNG 12 STUD,ALL-THREAD, 1-1/8" DIA, 8 UNC, 8" LG, STL, ASTM A193, GR B7, RECEIVER CONNECTION HIGHLANDTHRE 24713141 35 12942 1553433 PNG 24 NUT,HEX, 1-1/8" DIA, STL, ASTM A194 GR 2H RECEIVER CONNECTION UNKNOWN, 1553433 36 16565 1552933 PNG 2 ELBOW,PIPE, 8" NPS X 0.322 W.T., BW, 45 DEG, 3D RADIUS, STL, MSS SP-75, GR Y52, FULLY SEGMENTABLE, PAINTED PREFERRED, BARE ACCEPTABLE., MACHINE BEVEL ENDS PER ASME B31.8 APPENDIX 1, FIG 1-4 OVERBEND/SAG BEND FOR RECEIVER UNKNOWN, 1552933 37 16052 1557947 PNG 1 TEE,PIPE REDUCING, 8" NPS X 8" NPS RUN, 6" NPS BRANCH, WELD, STL, MSS SP-75, GR Y52, BBT, PAINTED PREFERRED, BARE ACCEPTABLE., MACHINE BEVEL ENDS PER ASME B31.8 APPENDIX 1, FIG 1-4 BYPASS HACKNEYLADIS, 1557947 38 11103 1557605 PNG 1 INSULATOR, MONOLITHIC, WELD, 8" NPS, FORGED STL, ASTM A105, CLASS 600, ASME B16.11, W STYLE, MACHINED TO MATCH API 5L PSL-2, X52, PIPE WITH 0.322" W.T, BEVEL ENDS 30 - 35 DEG WITH 1/16" LANDING. ISOLATION FROM RECEIVER SYPRISTECHOL, 1000114067 39 NOT USED SJAFB BYPASS AND RETIREMENT 40 14093 1551335 PNG 39+41 FT PIPE, 4" NPS X 0.237 W.T., DBL RANDOM LG, BEVELED ENDS, ELECTRIC RESISTANCE WELD, FBE, STL, API 5L PSL-2, GR X52, NO JOINTERS PERMANENT PIPING WHEATLANDTUB, 1551335 41 14048 1552805 PNG 70+10 FT PIPE, 4" NPS X 0.237 W.T., DBL RANDOM LG, BEVELED ENDS, ELECTRIC RESISTANCE WELD, BARE, STL, API 5L PSL-2, GR X52, NO JOINTERS BYPASS UNKNOWN, 1552805 42 13037 1552204 PNG 2 FLANGE,PIPE, WN, RF, 4" NPS, CLASS 600, FORGED STL, MSS SP-44, ASTM A694 GR F52, ASSME B16.5, 125 - 250 MICRO INCHES AARH BYPASS UNKNOWN, 1552204 43 14979 1557072 PNG 2 GASKET,SPIRAL WOUND, 4" NPS, CLASS 600, 1/8" THK, 304 SS RIBBON WITH GRAPHITE FILLER, SS INNER RING, CS OUTER RING, ASME B16.20, TYPE E, TO SUIT MSS SP-44 FLANGE BYPASS FLEXITALLICI, 1557072 44 11331 1551246 PNG 16 BOLT, STUD, 7/8" DIA, 6" LG, STL, ASTM A193 GR B7, HARD STEEL STUD BYPASS HIGHLANDTHRE, 1551246 45 10508 1553484 PNG 32 NUT,HEX, 7/8" DIA, STL, ASTM A194 GR 2H BYPASS UNKNOWN, 1553484 46 17355 1571439 PNG 6 ELBOW,PIPE, 4" NPS X 0.237 W.T., BW, 90 DEG, 1.5D RADIUS, STL, MSS SP-75, GR Y52, FULLY SEGMENTABLE, PAINTED PREFERRED, BARE ACCEPTABLE., MACHINE BEVEL ENDS PER ASME B31.8 APPENDIX 1, FIG 1-4 BYPASS AND PERMANENT PIPING HACKNEYLADIS, 1571439 47 16773 1554282 PNG 4 FITTING, THREAD-O-RING, 1", STL, W/ ASTM A105 CAP, BACK UP RING, BUNA-N O-RING, ASTM B16 BRASS PLUG, ASME SA-333 GR 6 NIPPLE TDW THREAD-O-RING (TOR) T1-0000-0001-00 48 1567849 1567849 PNG 2 KIT, STOPPLE, 4" STL, WELD, CLASS 600, 1480 MWP @ 0.72 DESIGN FACTOR, STOPPLE PLUS TEE, LOCK-O-RING PLUS W/ SCARFED NIPPLE, BLIND FLG, PRO SERIES STOPPLE PLUS SYSTEM TDWILLIAMSON, PRO SERIES PLUS 12334643 FALLIN BLVD BOXED SECTION PIPELINE LOWERING 50 14093 1551335 PNG 210+30 FT PIPE, 4" NPS X 0.237 W.T., DBL RANDOM LG, BEVELED ENDS, ELECTRIC RESISTANCE WELD, FBE, STL, API 5L PSL-2, GR X52, NO JOINTERS WHEATLANDTUB, 1551335 51 14048 1552805 PNG 210+30 FT PIPE, 4" NPS X 0.237 W.T., DBL RANDOM LG, BEVELED ENDS, ELECTRIC RESISTANCE WELD, BARE, STL, API 5L PSL-2, GR X52, NO JOINTERS UNKNOWN, 1552805 52 13037 1552204 PNG 2 FLANGE,PIPE, WN, RF, 4" NPS, CLASS 600, FORGED STL, MSS SP-44, ASTM A694 GR F52, ASSME B16.5, 125 - 250 MICRO INCHES AARH UNKNOWN, 1552204 53 14979 1557072 PNG 2 GASKET,SPIRAL WOUND, 4" NPS, CLASS 600, 1/8" THK, 304 SS RIBBON WITH GRAPHITE FILLER, SS INNER RING, CS OUTER RING, ASME B16.20, TYPE E, TO SUIT MSS SP-44 FLANGE FLEXITALLICI, 1557072 54 11331 1551246 PNG 16 BOLT, STUD, 7/8" DIA, 6" LG, STL, ASTM A193 GR B7, HARD STEEL STUD HIGHLANDTHRE, 1551246 55 10508 1553484 PNG 32 NUT,HEX, 7/8" DIA, STL, ASTM A194 GR 2H UNKNOWN, 1553484 56 16768 1552976 PNG 4 ELBOW,PIPE, 4" NPS X 0.237 W.T., BW, 45 DEG, 5D RADIUS, STL, MSS SP-75, GR Y52, FULLY SEGMENTABLE, PAINTED PREFERRED, BARE ACCEPTABLE., MACHINE BEVEL ENDS PER ASME B31.8 APPENDIX 1, FIG 1-4 UNKNOWN, 1552976 57 17355 1571439 PNG 4 ELBOW,PIPE, 4" NPS X 0.237 W.T., BW, 90 DEG, 1.5D RADIUS, STL, MSS SP-75, GR Y52, FULLY SEGMENTABLE, PAINTED PREFERRED, BARE ACCEPTABLE., MACHINE BEVEL ENDS PER ASME B31.8 APPENDIX 1, FIG 1-4 HACKNEYLADIS, 1571439 58 16773 1554282 PNG 4 FITTING, THREAD-O-RING, 1", STL, W/ ASTM A105 CAP, BACK UP RING, BUNA-N O-RING, ASTM B16 BRASS PLUG, ASME SA-333 GR 6 NIPPLE TDW THREAD-O-RING (TOR) T1-0000-0001-00 59 1567849 1567849 PNG 2 KIT, STOPPLE, 4" STL, WELD, CLASS 600, 1480 MWP @ 0.72 DESIGN FACTOR, STOPPLE PLUS TEE, LOCK-O-RING PLUS W/ SCARFED NIPPLE, BLIND FLG, PRO SERIES STOPPLE PLUS SYSTEM TDWILLIAMSON, PRO SERIES PLUS 12334643 STATION INLET VALVE 60 11850 1556113 PNG 1 VALVE,BALL, TRUNNION, 8" NPS, CLASS 600, FULL PORT, WELD X WELD, 2" SO NUT GEAR OPERATED, CS BODY, STD TRIM, API 6D, BODY DRAIN & SEALANT PORTS TO BE FACTORY PIPED UP TO THE OPERATOR SPECIFY THE FOLLOWING: WALL THK & MATERIAL YIELD STRENGTH OF MATING PIPE, IF PIPE PUPS ARE REQUIRED FOR CONNECTION TO 8" NPS, 0.322" WT, API 5L-PSL2, GRADE X52 PIPE, INCLUDE PIPE PUPS OF 1.5*OD, INCLUDE OPERATOR STEM EXTENSION OF 5.OFT AS MEASURED FROM PIPE CENTERLINE TO SQUARE NUT CAMERON, 8" NPS 800602-23-1 61 16943 1555046 PNG 1 HOUSING, VALVE BOX, 18" ID X 36" DP, CORRUGATED PLASTIC, "GAS" MARKING ON CAP, W/ CI TOP, PLASTIC TELESCOPING SHAFT & PLASTIC BASE BINGHAMTAYLO, MMP1824/ CULF18018/IFL1806 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 2001 CLAUDE A. McMULLAN NO. 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DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) X OF X DWG SCALE AS NOTED IFC SUBMITTAL DATE LINE 475 DOT RELOCATION - PIPELINE A 04-24-2020 30% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE NITIALS REGIONAL NORTH CAROLINA NIA N/A ENGINEER DWG DATE 04124/2020 SUPERSEDED — B 08-11-2020 60% DESIGN SUBMITTAL JJM CNS CAM ACCOUNT NUMBER - SEAL047852 �' DUKE Piedmont ALIGNMENT PLAN AND PROFILE p 0231540 DATE INITIALS C 10-02-2020 90 /o DESIGN SUBMITTAL JJM CNS CAM PROJECT NUMBER MGR TECH 0111 ENERGY. 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DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) X OF X DWG SCALE AS NOTED IFC SUBMITTAL DATE LINE 475 DOT RELOCATION - PIPELINE A 04-24-2020 30% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE NITIALS REGIONAL NORTH CAROLINA NIA NIA ENGINEER DWG DATE 04124/2020 SUPERSEDED — B 08-11-2020 60% DESIGN SUBMITTAL JJM CNS CAM ACCOUNT NUMBER - SEAL047852 �' DUKE Piedmont ALIGNMENT PLAN AND PROFILEC 0 0231540 DATE INITIALS 10-02-2020 90 /o DESIGN SUBMITTAL JJM CNS CAM PROJECT NUMBER MGR TECH 011INatural ENERGYa Gas DRAWING NUMBER REVISION D 12-11-2020 oNIA REVISED 90% DESIGN SUBMITTAL MJD CNS CAM DRAWING BY MJD NIA REC &STD GOLDSBORO, NORTH CAROLI NA PNG —C-025-0001 230 D DATE INITIALS STATION ID PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP 12/11/2020 CAM ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA CHECKER INITIALS CNS DISCIPLINE / RESOURCE CENTER / LINE NUMBER OWNERSHIP 104.00 SOUTHEAST INVESTORS GROUP, LLC 2842 / 135, 1800 / 184, 1175 / 78 ATLANTIC NORTH CAROLI NA RAILROAD 105.00 COUNTY OF WAYNE BOOK 1309, PAGE 859 Q ILL c? 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METHOD OPEN CUT HDD CLASS / MAOP CLASS 3 / 1000 PSIG v BURNS& McDONNELL CONSULTANTS, INC. PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY v STATE LICENSE # C-14W 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 1001 r CLAUDE A MCMULLAN NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS IFCSUBMITTALDATE LINE 475 DOT RELOCATION -PIPELINE A 04-24-2020 30% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE INITIALS REGIONAL NORTH CAROLINA SEAL047852 NIA N/A ENGINEER �� DUKE Piedmont ALIGNMENT PLAN AND PROFILE B 08-11-2020 60% DESIGN SUBMITTAL JJM CNS CAM ACCOUNT NUMBER - 0231540 DATE INITIALS C 10-02-2020 90% DESIGN SUBMITTAL JJM CNS CAM PROJECT NUMBER MGR TECH ENERGY. 0111 D 12-11-2020 REVISED 90% DESIGN SUBMITTAL MJD CNS CAM DRAWING BY MJD NIA N/A REC & STD GOLDSBORO, NORTH CAROLI NA STATION ID DATE INITIALS PRINCIPAL _ PROFESSIONAL ENG/ARCHSTAMP J 12/11/2020 CAM ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA CHECKER INITIALS CNS 33+00 130 125 120 115 110 105 100 95 90 0 w a a 284' 10 O OPEN CUT REF. 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DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS LINE 475 DOT RELOCATION PIPELINE SHEET(S) X OF X DWG SCALE AS NOTED A 04-24-2020 30% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE NITIALS REGIONAL - NORTH CAROLINA SEAL047852 NIA NIA ENGINEER �' DUKE Piedmont ALIGNMENT PLAN AND PROFILEC DWG DATE 04124/2020 SUPERSEDED — B 08-11-2020 60% DESIGN SUBMITTAL JJM CNS CAM ACCOUNT NUMBER - 0 0231540 DATE INITIALS 10-02-2020 90 /o DESIGN SUBMITTAL JJM CNS CAM PROJECT NUMBER MGR TECH 011INatural ENERGYa Gas DRAWING NUMBER REVISION D 12-11-2020 oNIA REVISED 90% DESIGN SUBMITTAL MJD CNS CAM DRAWING BY MJD NIA REC &STD GOLDSBORO, NORTH CAROLI NA PNG —C-025-0001 232 D DATE INITIALS STATION ID PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP 12/11/2020 CAM ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA CHECKER INITIALS CNS DISCIPLINE / RESOURCE CENTER / LINE NUMBER aD (ED OWNERSHIP GATEWAY RE, LLC GATEWAY DR WAYNE COUNTY DEVELOPMENT ALLIANCE, INC Q i�: 0 2394 / 646 3280 / 381 0 ACREAGE CD O EASEMENTS �20'EASEMENT� REF. 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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-C-025-0001270 STATE LICENSE # C-14W 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 1001 CLAUDEA MCMULLAN NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) X OF X DWG SCALE AS NOTED IFCSUBMITTAL DATE LINE 475 DOT RELOCATION - PIPELINE A 04-24-2020 30% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE NITIALS REGIONAL NORTH CAROLINA NIA NIA ENGINEER DWG DATE 04124/2020 SUPERSEDED — B 08-11-2020 60% DESIGN SUBMITTAL JJM CNS CAM ACCOUNT NUMBER - SEAL047852 ❑UKE Piedmont ALIGNMENT PLAN AND PROFILEC p 0231540 DATE INITIALS 10-02-2020 90 /o DESIGN SUBMITTAL JJM CNS CAM PROJECT NUMBER MGR TECH 4nENERGY.011INaturalGas DRAWING NUMBER REVISION D 12-11-2020 pNIA REVISED 90% DESIGN SUBMITTAL MJD CNS CAM DRAWING BY MJD NIA REC &STD GOLDSBORO, NORTH CAROLI NA PNG -C-025-0001233 D DATE INITIALS STATION ID PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP 12/11/2020 CAM ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA CHECKER INITIALS CNS DISCIPLINE / RESOURCE CENTER / LINE NUMBER 107.00 CE) OWNERSHIP WAYNE COUNTY DEVELOPMENT ALLIANCE, INC WAYNE COUNTY DEVELOPMENT ALLIANCE, INC Q i�: 0 3280 / 376 & 381 2567 / 523 0 ACREAGE CD O EASEMENTS REF. 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L. t5 t5 o a 0 0 130 130 o II 125 125 e N 120 120 J Q N 115 EXISTING GRADE PROPOSED 8" PIPELINE 115 w 0 110 ---- ---- -------------- ----- 110 w ---- ---- ---- ----- ---- 0 d 0 C4 z o d 105 -- _ -- -- --- --- --- -- -- --- --- -- -- --- - --- - --- "' 0 105 _ II e 100 -- -- --- --- 100 0 � cn 95 95 PRELIMINARY - NOT W 90 90 FOR CONSTRUCTION 0 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 90% DESIGN SUBMITTAL MATERIAL 1200' 10 O 00 00 CONST. METHOD OPEN CUT CLASS / MAOP CLASS 3 / 1000 PSIG BURNS& McDONNELL CONSULTANTS, INC. STATE LICENSE # C-14W PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. 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 1001 CLAUDEA MCMULLAN IFC SUBMITTAL DATE NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS LINE 475 DOT RELOCATION - PIPELINE SHEET(S) X OF X DWG SCALE AS NOTED A 04-24-2020 30% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE NITIALS NIA NIA REGIONAL DWG DATE 04124/2020 SUPERSEDED NORTH CAROLINA SEAL047852 B 08-11-2020 60% DESIGN SUBMITTAL JJM CNS CAM ACCOUNT NUMBER - ENGINEER ❑UKE Piedmont ALIGNMENT PLAN AND PROFILEC — 0 0231540 DATE INITIALS 10-02-2020 90 /o DESIGN SUBMITTAL JJM CNS CAM PROJECT NUMBER NIA MGR TECH 4nENERGY.011INaturalGas DRAWING NUMBER REVISION D 12-11-2020 oNIA REVISED 90% DESIGN SUBMITTAL MJD CNS CAM DRAWING BY MJD REC &STD GOLDSBORO, NORTH CAROLI NA PNG -C-025-0001234 D DATE INITIALS PROFESSIONAL ENG/ARCHSTAMP STATION ID 12/11/2020 CAM PRINCIPAL ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA CHECKER INITIALS CNS DISCIPLINE / RESOURCE CENTER / LINE NUMBER CE) aD OWNERSHIP WAYNE COUNTY DEVELOPMENT ALLIANCE, INC HARRY & MOLLIE, LLC Q i�: 0 2567 / 523 2811 / 413 0 ACREAGE CD O EASEMENTS REF. 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BOOK 823, PAGE 626 BOOK 828, PAGE 694 O N 64+pp ■■NONE 68}00"' ■■■■■■■■■■■■■■■■■■■■■■■■■■NONE■ i PROPOSED 50' PERMANENT EASEMENT - ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ — 690p o p ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ MEN LJ■■ -Al ■■■■■■■■■■■■■■■■ ■■■■■■■■■■R■■■■■■ N Ix 63k0 ■■■■■■■■■■■■■■ ■■■■■vwNMMNM■■■■ O ■■■■■■■■■■■■ R r �0MMMMMMMMMMM _ 777 Q bo �1 p p ■■■■■■■■■■ .��s ■■■■ NONE■ 62JA■■■■■■■■■■ 6 ' _ No ■■■■IlllIe■■ Z ■■■■■■■■■■■■ EVq F ��■*�■■■■■■■■■�r�■■� '�� r_ ■■■■■■■■■■■■ ■■■■■■■■■■■■■ RiGHr Y ` 2 PROPOSED 30' TEMPORARY WORKSPACE PArP_ / -� ■■■■■■■■■■■�- ■■ �-�� m ■■■■■■■■■■■■■ ■■■■■■M ■NOON■■ _ Z ■■■■■■■■■ s� ■■■■■■■■■■■■■■■- z + n ■■■■■ ■ _ PROPOSED ROAD BY OTHERS �?�Q ■■■■■■■■■■■� R ■■■■■ME z� o 22C o h �a �� APp40X/ AT '� LOCK2 E 0/V -- x z z o JOINT o < I I .. LENGTH .� o Ji t5 t5 a 0 0 o 130 130 II 125 125 _T rn 120 120 - a EXISTING GRADE PROPOSED 8" PIPELINE N 115 115 O ---- ---- --- - _- _ W J x O w J O z Of d C4 0' O 105 105 e J 100 100 0 cn 95 95 PRELIMINARY - NOT FOR CONSTRUCTION 90 90 90% DESIGN SUBMITTAL c 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 MATERIAL 1000, CONST. METHOD OPEN EN CUT CLASS / MAOP CLASS 3 / 1000 PSIG BURNS& McDONNELL CONSULTANTS, INC. PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) STATE LICENSE # C-14W 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 1001 CLAUDEA MCMULLAN NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) X OF X DWG SCALE AS NOTED IFC SUBMITTAL DATE LINE 475 DOT RELOCATION - PIPELINE A 04-24-2020 30% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE NITIALS REGIONAL NORTH CAROLINA NIA NIA ENGINEER DWG DATE 04124/2020 SUPERSEDED — B 08-11-2020 60% DESIGN SUBMITTAL JJM CNS CAM ACCOUNT NUMBER - SEAL047852 ❑UKE Piedmont ALIGNMENT PLAN AND PROFILEC 0 0231540 DATE INITIALS 10-02-2020 90 /o DESIGN SUBMITTAL JJM CNS CAM PROJECT NUMBER MGR TECH 4nENERGY.011INaturalGas DRAWING NUMBER REVISION D 12-11-2020 oNIA REVISED 90% DESIGN SUBMITTAL MJD CNS CAM DRAWING BY MJD NIA REC &STD GOLDSBORO, NORTH CAROLI NA PNG -C-025-0001235 D DATE INITIALS STATION ID PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP 12/11/2020 CAM ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA CHECKER INITIALS CNS DISCIPLINE / RESOURCE CENTER / LINE NUMBER GED GED IED } OWNERSHIP HARRY & MOLLIE, LLC HIGHWAY 70 EASTERN WAYNE SANITARY DISTRICT BENJAMIN FRANKLIN MOZINGO AND VIRGINIA MOZINGO LINDSEY i�: 0 2811 / 413 2878 / 134 252 / 228 0 ACREAGE CD Of Of EASEMENTS REF. DWG. NO. PNG-C-025-0001273 n II w b g cn 0 N Ix Q a z z � o J0Iw M < I LENGTH I WCL U) W .. .� a CL �. .. O J Cn 9 9 ^III 1 130 II 125 cn 120 Q N 115 0 W x U- 110 0 Cr d c N11 II 105 3 r J 100 95 90 MATERIAL CONST. METHOD PROPOSED 50' TEMPORARY WORKSPACE PROPOSED 50' - PERMANENT EASEMENT PROPOSED- 8" PIPELINE 73+00 10� 8. 00) N/F HARRY & MOLLIE LLC 108 (108 00) 55199054592 AND 35199054591 BOOK 2811, PAGE 413 PLAT J-234 (REMAINDER OF TRACT 5) EASEMENTS BOOK 2135, PACE 452 BOOK 1206, PACE 206 BOOK 823, PACE 626 BOOK 828, PACE 694 300' r�J �n 74+00 co LO c� z U- 0 0 � Z Q W m H W W �> O � o 2 M 1— V I— + + ti r- Cn U) TEST STATION # 3 INSTALL (3) BLACK STRANDED #12 THHN WIRES ONTO LINE 475 AT HDD EXIT, TRENCH BACK TO MCCLAIN ST AND BRING WIRES UP INTO BIG FINK ABOVE GRADE TEST STATION. INSTALL BORIN AC-20 STELTH7 REFERENCE ELECTRODE AT PIPE LEVEL ACCORDING TO MANUFACTURER'S o SPECIFICATIONS AT HDD EXIT, TRENCH BACK TO MCCLAIN ST AND BRING WIRE UP INTO SAME FINK TEST STATION. PLACE 1 TEST STATION IN A CATTLE GUARD. I B-3 a, o I I I I I I I I I I l i HDD PLAN AND j PROFILE - HWY 70 PROPOSED HDD HDD EXIT 5��, "� I I PNG-C-025-0001273 i APPROX. 750' 1 75+00 76+00 77+00 I 1 78+00 , 79+00 I TS ---------- 3------- -----_ I - 1 HWY 70 R/W = 267' I 1 I IJ I z oD oD I I Ir,,LLI HDD PULL STRING APPROX. 760', (1 STRING) R R R PROPOSED 30' TEMPORARY WORKSPACE PROPOSED ROAD BY OTHERS �0 ~0 ILU> P p LU I W IDU PROPOSED 50' PERMANENT EASEMENT m 80+00 PERENNIAL STREAM 01 WETLAND 1 81+00 N/F EASTERN WA YNE SANITARY DISTRICT ETA 108.03 BOOK 2878, PAGE 134 CONTRACTOR SHALL BOOK 2878, PAGE 154 LIMIT CLEARING TO 20' (coRR T8898643 A urT) 5 TOTAL IN WETLAND BOOK PORTION O F HDD (10' EASEMENT 3025, PAGE 501 EACH SIDE OF PIPELINE). BOOK 3025, PAGE 306 _ 0 z a � Z Q W } m L W Z OW � O + + co w Q Q cf) cn 11.00 PROPOSED 50' PERMANENT EASEMENT oI M 82+00 o _ N LO o BENJAMIN FFRANKLIN O MOZINGO AND LO VIRGINIA MOZINGO LBID SEY 109. 00 (111, 00) BOOK 252, PAGE 228 PLAT D-6 D 8//� O C� 2 r 171 HDD °cw° It Oa ENTRY -� c+i, --• �� o PROPOSED 50' TEMPORARY WORKSPACE a z m o z 0 z o m PROPOSED EXISTING GRADE m W 0 O U)Q w - Q U - U w w 8" PIPELINE H cn z H W o w cn z 0 ti o _ _ _ _ O O _0-0 HDD EXIT AT 10° c HDD ENTRY AT 16° STA:75+43 �+ co + + o + + STA:82+93 + + ELA 10.6'cn = cn 0 cn 00 M M EL:109.4' cn w cn --- ---- - - - -- - --- ---- �n STA: 77+14 STA: 78+31 EX COMM EX 18" RCP -- -- --- --------- HDD PLAN AND STA: 77+06 PROFILE - HWY 70 EX 12" PVC i PNG-C-025-0001273 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 393' 750' 57' 0 10 2O 10 0 OPEN CUT HDD OPEN CUT 130 125 120 115 110 105 100 95 90 CLASS / MAOP CLASS 3 / 1000 PSIG v BURNS& McDONNELL CONSULTANTS, INC. PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY v STATE LICENSE # C-14W 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 1001 r CLAUDE A MCMULLAN NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS IFCSUBMITTALDATE LINE 475 DOT RELOCATION -PIPELINE A 04-24-2020 30% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE INITIALS REGIONAL NORTH CAROLINA SEAL047852 NIA N/A ENGINEER �� DUKE PLAN AND PROFILE B 08-11-2020 60% DESIGN SUBMITTAL JJM CNS CAM ACCOUNT NUMBER - 0231540 DATE INITIALS C 10-02-2020 90% DESIGN SUBMITTAL JJM CNS CAM PROJECT NUMBER MGR TECH ENERGYa 0111Nixed aoGsALIGNMENT D 12-11-2020 REVISED 90% DESIGN SUBMITTAL MJD CNS CAM DRAWING BY MJD NIA N/A REC & STD GOLDSBORO, NORTH CAROLI NA STATION ID DATE INITIALS PRINCIPAL _ PROFESSIONAL ENG/ARCHSTAMP J 12/11/2020 CAM ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA CHECKER INITIALS CNS W J LL 0 CY d PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL REF. DWG(S) PNG-C-025-0001273 SHEET(S) X OF X I DWG SCALE AS NOTED DWG DATE 04/24/2020 SUPERSEDED DRAWING NUMBER REVISION PNG-C-025-0001236 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER 111.00 OWNERSHIP BENJAMIN FRANKLIN MOZINGO AND VIRGINIA MOZINGO LINDSEY Q i�: 0 252 / 228 0 ACREAGE c� EASEMENTS REF. DWG. NO. z z z z 0 � � z 0 H H Ln LC) CO co co co C/) 32 JURISDICTIONAL DITCH 1 PROPOSED 50' 0 _ 1 PERMANENT an 6, I EASEMENT \■■ ��■■ PROPOSED PROPOSED 50' ■ '� 8>X' ■ ADDITIONAL PERMANENT oo TEMPORARY EASEMENT o � jj�WORKSPACE koo 86 o ��\��j■\' PROPOSED ■■■■■■■■■■��■� ' 8" P I P E L I N E ��■■■■■■■■■■■■■■■■\. O x k0 ' 5■■■■■■■■■■■■■■■■■■■■■■■► z V ■■■■■■■■■■■■■■■■. XOO �,■■■■■■■■■■■■■■■■■■.'� MOE, �'-■■■■■■■■■■■■■■■■■■/� ¢ J NOON■■■\� h /■■■■■■■■■■■■■■■■■■■�� ■■■NONE■\ cr ��i��- $�koo .rNENNENNENENEENENEE■�_ ■■■NONE\►. ^h �EEEE wounnowMwMM iGN��C�EEE��. NEN n •�ENNEN O1�■■■NNONENO��• • al ¢ ■NNIO 9 .�EEEEEEEEEEN �NN��. 2 ENO , EEEEEEEEENENNENEEN\R. �� lMOEwOwMMw E ENE��- 'IENEEEENNNNENN/ .■�NENNN . �y 111.00 EONONEO �` w dowNNONONNNN�� NOENNNOO kLTC, INNS looNENENN�� NIF MENNEN IN an- BENJAMIN FRANKLIN MOZINGO AND mom � j VIRGINIA MOZINGO LINDSEY ENO PROPOSED 50' 109,00 (11100) PROPOSED 30' BOOK PAGE 228 TEMPORARY PLAT D-6 TEMPORARY WORKSPACE WORKSPACE z z o JOINT o < Ji I I .. LENGTH .� o a t5 t5 0 0 0 II 130 130 R 125 125 rn 120 PROPOSED 8" PIPELINE EXISTING GRADE 120 0 N ot 0 115 115 w J_ u- x O w J_ LL 0 110 ---- ---------- 110 __ z II 105 105 --- --- -- --- -- - R--- -- -- --- -- --- --- -- -- 6 100 100 c� � 95 95 PRELIMINARY -NOT FOR CONSTRUCTION 0 90% DESIGN SUBMITTAL 84+00 85+00 86+00 87+00 88+00 89+00 MATERIAL 600' 0EN CONST. METHOD OPEN CUT CLASS / MAOP CLASS 3 / 1000 PSIG BURNS& McDONNELL CONSULTANTS, INC. PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-C-025-0001271 STATE LICENSE # C-14W 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 1001 CLAUDEA MCMULLAN NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) X OF X DWG SCALE AS NOTED IFC SUBMITTAL DATE LINE 475 DOT RELOCATION - PIPELINE A 04-24-2020 30% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE NITIALS REGIONAL NORTH CAROLINA SEAL047852 NIA NIA ENGINEER �' DUKE Piedmont ALIGNMENT PLAN AND PROFILEC DWG DATE 04124/2020 SUPERSEDED — B 08-11-2020 60% DESIGN SUBMITTAL JJM CNS CAM ACCOUNT NUMBER - p 0231540 DATE INITIALS 10-02-2020 90 /o DESIGN SUBMITTAL JJM CNS CAM PROJECT NUMBER MGR TECH �-+DRAWING 011INatural ENERVYa Gas NUMBER REVISION D 12-11-2020 pNIA REVISED 90% DESIGN SUBMITTAL MJD CNS CAM DRAWING BY MJD NIA REC &STD GOLDSBORO, NORTH CAROLI NA PNG -C-025-0001 237 D DATE INITIALS STATION ID PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP 12/11/2020 CAM ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA CHECKER INITIALS CNS DISCIPLINE / RESOURCE CENTER / LINE NUMBER 111.00 SOUTHERN DIST. CONVOCATION-GOLDSBORO 30' NORTH CAROLINA OWNERSHIP BENJAMIN FRANKLIN MOZINGO AND VIRGINIA MOZINGO LINDSEY NORTH OAK FOREST ROAD OF THE UNITED HOLY CHURCH OF AMERICA INC NATURAL GAS CORP 0 252 / 228 112.00 3341 / 711 EASEMENT ACREAGE Of EASEMENTS REF. DWG. NO. PNG-C-025-0001271 o � z w w M o z w C7 _ 0 of w = _ 0 _ z z co o z U) z z Q L1J w 11 I L U_ U_ w LL H U) co Lf) L() N M co In CO + co LC) + + O + � O2 + + 'T + O O M M O O LC) O co I— O O ti O Q H cn Q Q H H cn co Q H co Q Q H H cn U) Q H U) PROPOSED 30' TEMPORARY WORKSPACE PROPOSED 8" PIPELINE 111.00 ADDITIONAL TEMPORARY WORKSPACE z z o J01w M < I LENGTH I w co w .. .� a a �. .. O J Cn 9 9 130 II R 125 o � � N 120 a 0 at 115 0 w = U c a N� 110 L � II 105 _ R J 100 J 95 i W MATERIAL CONST. METHOD CLASS /MAOP BURNS & McDONNELL CONSULTANTS, INC STATE LICENSE # C-1435 CLAUDE A MdVIULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 PROFESSIONAL ENG/ARCH STAMP BENJAMIN FRANKLIN N/F /// MOZINGO AND MOZINGO J C HEIRS / C� VIRGINIA MOZINGO (TCE) LINDSEY J518797455 109,00 (111, 00) BOOK 524, PAGE 271 OOP IV/F BOOK 252, PAGE 228 / RO LFO HUERTA ADRIS P. ANDERSON _ l PROPOSED TCE TCE PLA r D-6 � � / TCE )6 TCE (TCE) 351879IJ53 PROPOSED 50' �_//NO ACCESS Boo �2�64�PA �E 2 9 BOOK 2852, PAGE 588 ADDITIONAL /�� I DRIVE PLAT °-1°° PERMANENT TEMPORARY /�� n EASEMENT WORKSPACE //,, PROPOSED 50' PERMANENT -�:::■■■ 156, // /, / ��■■ �s91 \EASEMENT �' PROPOSED 20' ■■■NEON■■ �� / / ^' M■■■■■■■■■ PERMANENT ■■■■■■■■■■■fie / / /■■■■■■■■■■■■\ - - ■■■■■■■■■■■I hr' _ / / dMMMMM■■■■■■■■■ EASEMENT � ■■■■■■■■■■■A ,�!� I� � � / III■■■■■■■■■■■■■■■■■ I ■■■■■■■■■■■■ �� )p TC`�■■■ / / / 1■■■■■■■■■■■■■■■■ ■■ ' 97+79 ■■■■■■■■■■■■■I -`-A■■■■■ /J■■■■■■■■■■■■■■■■ NOON■ / -� 91+00 92+00 93+00) / 94+00 0 TS ■■■■■■■■■■■■■■■■■ NONE ■■■■■■N� / / / /■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\ h 3c ■■■■■■■■■■■■■■■■■■■■■■■■■■■i%' /f��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ L^ OFF ■■■■■■■■■■■■■■■■■■■■■■■ brio .: I■■■■■■■■■■ � -T 'FF�r ■■■■■■■■■■■■■■■■■■■■■■■ JAB - NORTH OAK TEST STATION # 4 INSTALL 3 BLACK STRANDED #12 �' C��I< �) I■■■■■■■■I■\ �� ° ■�� FOREST ROAD V THHN WIRES ONTO LINE 475 AND BRING WIRES UP INTO ■■■ilk MMM�MM■� ■■■■■■■■■■■■■■■■■■�� ■■■ ii�,� BIG FINK ABOVE GRADE TEST STATION. INSTALL BORIN MENNEN ■■■■■■■■■■■■■■■■■ PNG-C-025-0001271 ■■\■■■fir ■■■■� ■■■■■■■■■■■■■■■■ _ ■■■■■■b AC-20 STELTH7 REFERENCE ELECTRODE AT PIPE LEVEL E ■■■■■■■■■■■■■■M. / ! / / �■■■■■■■■■■■ ■■■■■■■ ACCORDING TO MANUFACTURER'S SPECIFICATIONS ; I■■■■■■■■■■ AND BRING WIRE UP INTO SAME FINK TEST STATION. 200' x 200' FLARE YARD �� ADDITIONAL TEMPORARY WORKSPACE ■■■■■■■■ PLACE TEST STATION IN A CATTLE GUARD. o EE w w � o o EXISTING GRADE — Q Q O O Q o z z 0 z r, —CD Z + M —'� N co cli + 6) + 6) Q cl-i co co cn --- cn - \ ----- ---- - — — ---- — z — ------ --------� --- -- Z I I N 00 z_ JAB - NORTH OAK LINE 475 MLV AND ASH ST N FOREST ROAD PROPOSED 8" PIPELINE SJAFB REGULATOR STATION PNG-C-025-0001271 -- - UNDER SEPARATE COVER 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 292' 100, 442' 10 0 2O 0 10 11 10 OPEN CUT JAB OPEN CUT 130 125 120 115 110 105 100 95 TCE ADRIS P. ANDERSON 2852 / 588 0 c� C.� z z H Q H LINE 475 MLV 3 AND ASH TCE ST SJAFB REGULATOR STATION UNDER PENN, IL� SEPARATE COVER F NIF PERKINS MARVIN E 112. 00 (114, 00) BOOK 2852, PAGE 591 5518696591 PLAT 0-27G EASEMENT BOOK 1156, PAGE 619 CLASS 3 / 1000 PSIG PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS Piedmont �' DUKE ENERGY0111Natura4 Gas � a COPYRIGHT 2018 LINE 475 DOT RELOCATION - PIPELINE ALIGNMENT PLAN AND PROFILE GOLDSBORO, NORTH CAROLINA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA A 04-24-2020 30% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE NIA INITIALS N/A REGIONAL ENGINEER B 08-11-2020 60% DESIGN SUBMITTAL JJM CNS CAM ACCOUNT NUMBER - C 10-02-2020 p 90%DESIGN SUBMITTAL JJM CNS CAM PROJECT NUMBER 0231540 DATE NIA INITIALS N/A MGR TECH REC&STD D 12-11-2020 REVISED 90% DESIGN SUBMITTAL MJD CNS CAM DRAWING BY MJD STATION ID I DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS CNS z J a w J U_ 0 a PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL REF. DWG(S) PNC-C-025-0001271 SHEET(S) X OF X I DWG SCALE AS NOTED DWG DATE 04/24/2020 SUPERSEDED — DRAWING NUMBER REVISION P N G-C-025-0001238 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER r i IBURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 CLAUDE A MdVIULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 PROFESSIONAL ENG/ARCH STAMP J N PERKINS MARWN E 114.00 BOOK 2852, PAGE 591 3518696591 PLA T 0-27G EASEMENT BOOK 1136, PAGE 619 N KENNEDY DURNb00 115.00 3518695568 BOOK 3162, PAGE 106 PLA T 0-270 EASEMENT 1136/619 F- L N/F I ADRIS P. ANDERSON ICE - 3518791353 BOOK 2852, PAGE 588 PLA T D-172 I I _ I I • I I )SED _ATO R I i )N I I I �I — R c� L r�7 _ I I I I R I I N e 1V I I OURWOO KENNEDY 117.00 � BOOK 972, PAGE 441 I 30' WIDE NORTH CAROLINA J518696295 I NATURAL GAS CORP. EASEMENT PLA T 0-27G I I I I � M- 2 � DURWOOD R.FKENNEDY 116.00 3518695362 BOOK 902, PAGE 494 PLA T 0-270 EASEMENT BOOK 1304, PAGE 805, BOOK 1139, PAGE 622 R MCI f w M I 49 t t pr a LA X N/!` COUNTY OF WA YNE ICE J51858899J BOOK 3292, PAGE 301 BOOK 462, PAGE 51 (MISSING) BOOK 462, PAGE 54 (MISSING) BOOK 631 PAGE 140 (MISSING) BOOK 3459 PAGE 789 STORMWA TER (HELD SKETCH) PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY IF w E� a -� S DERATE EXISTING 4" STEEL TRANSMISSION LINE 67 TO 150 PSIG HPD (APPROX. 1900 ) 2 L ■ 1 1 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 1001 NO. DATE REVISION(S) DESCRIPTION BY I CHK APPD I DESCRIPTION APPROVALS � �' ENERGY❑UKEa 011I Natural Gas Piedmont COPYRIGHT 2018 LINE 475 DOT RELOCATION - PIPELINE ALIGNMENT PLAN - 4" H P D GOLDSBORO, NORTH CAROLINA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA A 04-24-2020 30% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE NIA INITIALS N/A REGIONAL ENGINEER B 08-11-2020 60% DESIGN SUBMITTAL MJD CNS CAM ACCOUNT NUMBER - C 10-02-2020 p DESIGN SUBMITTAL 90% JJM CNS CAM PROJECT NUMBER 0231540 DATE NIA INITIALS N/A MGR TECH REC&STD D 12-11-2020 REVISED 90% DESIGN SUBMITTAL MJD CNS CAM DRAWING BY MJD STATION ID I DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS CNS ■ \ S \ 1 a \ EXISTING SJAFB IRS. TO BE 0 50 100 PRELIMINARY - NOT 1IN-50FT FOR CONSTRUCTION 90% DESIGN SUBMITTAL SHEET(S) X OF X DWG SCALE AS NOTED DWG DATE 04/14/2020 SUPERSEDED — DRAWING NUMBER REVISION P N G-C-025-0001256 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER s -M— G G D - G 1L ^ 'H+L IBURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 CLAUDE A McIVIULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 PROFESSIONAL ENG/ARCH STAMP J 0" \ 0 \ S— 0,1 G SEWER MANHOLE RIM= 115.7' 12" RCP INV= 101.7' (A) 12" RCP INV= 106.7' (B) 12" RCP INV= 101.3'(C) 12" RCP INV= 101.3' (D) EXISTING TRANSMISSION LINE 67 4" STEELpm \ —ice 0 u / S � R O MW ' CENTRAL HEIGHTS ROAD - SR 1709 5/8" REBAR NCDOT CONTROL _ MON. PLUMB & - v� I \ ' / i FIRM FLUSH 6" STEEL �� I 0 6"X2" CONCENTRIC REDUCER 0 42" STEEL own ° - 6" CHAIN LINK FENCE AROUND GAS STATION PROPOSED LINE 475 8" STEEL oy� PROPOSED PERMANENT EASE 4� UNDERGROUND GAS SUE B 6� N PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED TEMPORARY CONSTRUCTION EASEMENT LEGEND 0 CONTRACTOR SHALL TIE IN TO EXISTING 4" STEEL TRANSMISSION LINE WITH SPHERICAL TEE. REDUCER AND TIE IN PIPING TO PROPOSED LINE 475 SHALL BE INSTALLED IN PROPOSED PNG PERMANENT EASEMENT. 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 1001 NO. DATE REVISION(S) DESCRIPTION BY I CHK APPD I DESCRIPTION APPROVALS . N E 0111 NDUaf•aPiedmont COPYRIGHT 2018 LINE 475 DOT RELOCATION - PIPELINE LINE 67 TIE IN PLAN GOLDSBORO NORTH CAROLINA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA A 08-11-2020 60% DESIGN SUBMITTAL HEC CDW CAM AREA CODE - DATE NIA INITIALS N/A REGIONAL ENGINEER B 10-02-2020 90% DESIGN SUBMITTAL JJM -CDW CAM ACCOUNT NUMBER - C 12-11-2020 REVISED 90% DESIGN SUBMITTAL MJD DNS CAM PROJECT NUMBER 0231540 DATE NIA INITIALS N/A MGR TECH REC&STD DRAWING BY HEC STATION ID DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS CDW 0 20 40 PRELIMINARY - NOT 1IN - 20FT FOR CONSTRUCTION 90% DESIGN SUBMITTAL REF. DWG(S) PNG-G-025-0001086 SHEET(S) X OF X DWG SCALE AS NOTED DWG DATE 07/28/2020 SUPERSEDED DRAWING NUMBER REVISION PNG-C-025-0001260 C DISCIPLINE / RESOURCE CENTER / LINE NUMBER 1 016 SEYMOUR JOHNSON AIR FORCE BASE SEWER MANHOLE cp RIM= 116.1' /- 10 PVC INV= 106.4 (A) / / 10" PVC INV= 104.4' (B) / / / / /j o Z SUMMIT ROAD RS 12" PVC INV= 104.4' (C) UNDERGROUND GAS �� SUE B �� / / A- o� WATER LINE - SUE B 2" STEEL BYPASS LINE 4" STEEL w\ CO 4" STEEL 4" STEEL / / / \ 6 STEEL/ ELEC LINE - SUE B �\ G, 6' DECORATIVE FENCE\Al AROUND GAS STATION�� CATCH BASIN RIM 111.48 INVERT INFORMATION NOT OBTAINABLE BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 DERATE PIPELINE TO 150 PSIG 4 STEEL /0 w co s COMM LINE - SUE B SEWER MANHOLE RIM = 1114.0' 12" PVC INV=104.0' (A) 12" PVC INV=104.0' (B) 4 LEGEND SUMMIT ROAD RS N OAK FOREST ROAD RS CONTRACTOR TO DECOMMISSION AND DEMOLISH ALL ABOVE GROUND AND BELOW GROUND APPURTENANCES INCLUDING GAS, ELECTRIC, AND TELECOM TO APPROXIMATELY 3' BELOW GRADE. 0 CONTRACTOR TO INSTALL 4" STOPPLE BYPASS TO MAINTAIN DISTRIBUTION GAS SUPPLY. 2O CONTRACTOR SHALL RETIRE EXISTING REGULATION STATION ONCE NEW PLASTIC DISTRIBUTION SYSTEM IS INSTALLED AND PLACED IN SERVICE. 0 20 40 1IN = 20FT PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 CLAUDE A McMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL047852 NO.1 DATE REVISION(S) DESCRIPTION A 08-11-2020 60% DESIGN SUBMITTAL B 10-02-2020 90% DESIGN SUBMITTAL C 12-11-2020 REVISED 90% DESIGN SUBMITTAL PROFESSIONAL ENG/ARCHSTAMP BY CHK JAPPD DESCRIPTION APPROVALS . N E r6li Nla d f•ao t COPYRIGHT 2018 LINE 475 DOT RELOCATION - PIPELINE RETIREMENT PLAN GOLDSBORO NORTH CAROLINA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA HEC CDW CAM AREA CODE - DATE NIA INITIALS N/A REGIONAL ENGINEER JJM CD CAM ACCOUNT NUMBER - MJD CNS CAM PROJECT NUMBER 0231540 DATE NIA INITIALS N/A MGR TECH REC&STD DRAWING BY HEC STATION ID I DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS CDW REF. DWG(S) N OAK FOREST ROAD RS PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL SHEET(S) X OF X DWG SCALE AS NOTED DWG DATE 08/11/2020 SUPERSEDED DRAWING NUMBER REVISION P N G-C-025-0001261 C DISCIPLINE / RESOURCE CENTER / LINE NUMBER PROPOSED w PERMANENT 0 EASEMENT � Q PROPOSED W w PERMANENT Q EASEMENT �1 I� I I I o, ♦1 II I I ♦ / I0'. 47+00vM461148+001 ♦ / II III LIM II M M1 0 L MA / i MAP I PROPOSED ♦ i � �♦ 8 PIPELINE RONA z Q I PROPOSED ♦ ♦ ♦ z Q J 0-♦ TEMPORARY J CL — w � W RK PA O S C _I W W > I PROPOSED p �I TEMPORARY WORKSPACE r=E) w Q C7 JACK & BORE - GATEWAY DRIVE ° 20 40 1IN = 20FT SCALE: 1"=20' 125 125 FACE OF BORE = 140' 120 LU > o= -> � - 120 PROPOSED BORE PIT a LU o 'U�J: EXISTING GRADE PROPOSED CD C-D RECEIVING PIT 115 — 115 U) cn ------------ 110 I —STA: 47-+34 EX ELEC STA: 48+11 EX COMM-7� STA:48+30 EX COMM STA:48+32 EX COMM 110 STA: 47+46 °D EX COMM o 105 - STA:47+53 STA:48+36 105 - - - EX ELEC EX WATER - w J LL w J J I 161' I a 100 100 8.625" 0.322" W.T. API 5L X52 STEEL LINE PIPE PROPOSED 8" PIPELINE STA: PVC EX 12" PV FUSION BONDED EXPDXY 95 WITH POWERCRETE 95 0 20 40 1IN = 20FT 90 90 0 5 10 PRELIMINARY - NOT 47+00 48+00 49+00 46+50 00119 FOR CONSTRUCTION 11N = 5FT 90% DESIGN SUBMITTAL BURNS&McDONNELLCONSULTANTS, INC. PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S): PNG-C-025-0001231 STATE LICENSE # C-1435 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 1001 CLAUDEA McMULLAN IFC SUBMITTAL DATE NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS LINE 475 DOT RELOCATION - PIPELINE SHEET(S) X OF X DWG SCALE AS NOTED A 10-02-2020 90% DESIGN SUBMITTAL JJM CNS CAM AREA CODE - DATE NITIALS N/AREGIONAL NIA DWG DATE 10102/2020 SUPERSEDED NORTH CAROLINA SEAL 047852 B 12-11-2020 REVISED 90% DESIGN SUBMITTAL MJD CNS CAM ACCOUNT NUMBER ENGINEER PiedmontJACK & BORE PLAN & PROFILE - GATEWAY DRIVE — DATE ATE INITIALS PROJECT NUMBER 0231540 N/A NIA MGR TECH EDUKENERr6lj�� 'ENERGY:.. Natural Gas DRAWING NUMBER REVISION DRAWING BY MJD REC&STD GOLDSBORO, NORTH CAROLINA PNG-C-025-0001270 B DATE INITIALS PROFESSIONALENG/ARCH STAMP STATION ID 12/11/2020 CAM PRINCIPAL ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA CHECKER INITIALS CNS DISCIPLINE / RESOURCE CENTER / LINE NUMBER PROPOSED PROPOSED ■ PERMANENT TEMPORARY 1■ 1I EASEMENT WORKSPACE ■ 1. I1 ' I1 I • I■ \ I1 II I1 I■ 1I ■ 1II \ I1 I1 ■ PROPOSED I1 I1 .■ . ■■ I■� 1■ \ ■■ PERMANENT I 1 EASEMENT 1I 1 I 1I I1 1■ I1 ■, � � II ■■ ■I ,■ I 1■ 1 � ■I 1I R / I � ■1 ��_ / Al PROPOSED / �CO 8" PIPELINE 94+00 +06Y' ■I ■ 1 1I I11 I1 ■I � � � 1■ I I I■ II I1 . 1I � I ■■ ■I ■I 1I � 1I I ■1 1I I�i� � � � 1I ■ ,■ ■■ 1I 1 II II � / � • I ■■ - � � � 1I ' II � ■I 1 1I ■ I1 I■ ■■ I / _ � ■I I1 1■ I I I � I 1■ II II 1■ � 1I ■ ■. 1 I � ■■ ■■ ■I ■■ ■I z a_ PROPOSED 1 1I ■■ I1 1 I■ ■■ I � TEMPORARY �■ ■■ I I ■ I1 ■I ■■ WORKSPACE /� I I1 1■' ■1 I1 ■1 I z g 0_ I � � ■ ■1 1I ■ i ,1 I1 II It N �/ JACK & BORE - N OAK FOREST RD ° 20 40 SCALE: 1"=20' 1IN = 20FT 125 125 FACE OF BORE = 83' 120 � O � C)uU CO — Of LU � 120 O 0 w LU Y Y w Of O ¢O O OU- Y z z Q EXISTING GRADE PROPOSED BORE PIT z o PROPOSED RECEIVING PIT 115 + Q Q M N (/j 115 i cn cn 110 — — — STA: 92+50 STA: 93+16 \ / STA: 93+19 — — — — EX COMM EX COMM EX COMM 110 I cq STA: STA:93+24 STA: 92+61- ►6 EX COMM � EX COMM - EX COMM i STA:92+62 N STA:92+69 STA:93+08 - - - - 105 _ _ - - - - - - EX COMM - EX WATER - - EX GAS - 105 O 100' — Ji O a Of a_ 100 PROPOSED 8" PIPELINE 8.625" 0.322" W.T. 100 API 5L X52 STEEL LINE PIPE FUSION BONDED EXPDXY WITH POWERCRETE 95 95 0 20 40 1IN = 20FT 90 90 0 5 10 PRELIMINARY - NOT 92+00 93+00 94+00 91+50 00119 FOR CONSTRUCTION 11N=5FT 90% DESIGN SUBMITTAL BURNS&McDONNELLCONSULTANTS, INC. STATE LICENSE # C-1435 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S): PNG-C-025-0001237 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 1001 CLAUDEA McMULLAN IFC SUBMITTAL DATE NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS LINE 475 DOT RELOCATION - PIPELINE SHEET(S) 1 OF X DWG SCALE AS NOTED A 08-11-2020 60% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE NITIALS NORTH CAROLINA SEAL047852 N/AREGIONAL NIA ENGINEER rj�ENER DUKENaturalPiedmnt JACK & BORE PLAN & PROFILE - N OAK FOREST RD DWG DATE 08111/2020 SUPERSEDED B 10-02-2020 90% DESIGN SUBMITTAL JJM CNS CAM ACCOUNT NUMBER 0231540 ATE DATE INITIALS C 12-11-2020 REVISED 90% DESIGN SUBMITTAL MJD CNS CAM PROJECT NUMBER N/A NIA MGR TECH G '� ENERGY:.. Natural GasDRAWING DRAWING NUMBER REVISION BY MJD REC&STDr6lj��GOLDSBORO NORTH CAROLINA PNG-C-025-0001271 C DATE INITIALS PROFESSIONALENG/ARCH STAMP STATION ID 12/11/2020 CAM PRINCIPAL ENGINEER COPYRIGHT 2018 � GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA CHECKER INITIALS CNS DISCIPLINE /RESOURCE CENTER /LINE NUMBER GENERAL NOTES: GEOTECHNICAL NOTES: PROTECTION OF EXISTING FACILITIES: PROPOSED PIPELINE SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH PIEDMONT NATURAL GAS' DESIGN AND CONSTRUCTION MANUALS, LATEST EDITION. ALL EQUIPMENT MUST ACCESS THE SITE ALONG THE CONSTRUCTION RIGHT-OF-WAY OR FROM APPROVED ACCESS ROADS. CONTRACTOR SHALL SUBMIT ANY REQUESTS FOR DEVIATION FROM THIS DESIGN FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL DISPOSE OF EXCESS DRILLING FLUID AS DIRECTED BY THE COMPANY REPRESENTATIVE IN ACCORDANCE WITH PERMIT CONDITIONS, UNDER NO CIRCUMSTANCES SHALL DRILLING FLUID BE DISPOSED OF IN WATER BODIES OR WETLANDS. THE ENTRY AND EXIT POINTS SHALL BE CONTAINED AND COLLECTED TO THE EXTENT PRACTICAL AND DISPOSED OF AS DIRECTED BY THE COMPANY REPRESENTATIVE IN ACCORDANCE WITH PERMIT CONDITIONS. EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL COORDINATES AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. BRING ANY DISCREPANCIES WITH LAYOUT TO ATTENTION OF COMPANY PRIOR TO STARTING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR KNOWING LOCATION OF ALL ENVIRONMENTALLY SENSITIVE AREA RESTRICTIONS PERTAINING TO THIS PROJECT. z J d w J LL 0 BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 CLAUDE A McMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 PROFESSIONAL ENG/ARCH STAMP J 125 120 115 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 21 +00 GEOTECHNICAL DATA PROVIDED BY ATC GROUP SERVICES, LLC. REFER TO THE PROJECT GEOTECHNICAL BORING LOGS ON SHEET PNG-C-025-0001274 FOR MORE DETAILED SUBSURFACE INFORMATION. THE GEOTECHNICAL DATA IS ONLY DESCRIPTIVE OF THE LOCATIONS ACTUALLY SAMPLED. EXTENSION OF THE DATA OUTSIDE OF THE ORIGINAL BORINGS MAY BE DONE TO CHARACTERIZE THE SOIL CONDITIONS. HOWEVER, COMPANY DOES NOT GUARANTEE THESE CHARACTERISTICS TO BE ACCURATE. CONTRACTOR MUST USE HIS OWN EXPERIENCE AND JUDGEMENT IN INTERPRETING THIS DATA. TOPOGRAPHIC SURVEY NOTES: TOPOGRAPHIC SURVEY DATA PROVIDED BY SGC SURVEYING. NORTHINGS AND EASTINGS ARE IN U.S. SURVEY FEET REFERENCED TO NORTH CAROLINA STATE PLANE COORDINATES. ELEVATIONS ARE IN FEET REFERENCED TO NAVD 88. DRILL PATH NOTES: DRILL PATH STATIONING IS IN FEET BY HORIZONTAL MEASUREMENT AND IS REFERENCED TO CONTROL ESTABLISHED FOR THE DRILLED SEGMENT. DRILL PATH COORDINATES REFER TO THE CENTERLINE OF PILOT HOLE AS OPPOSED TO TOP OF INSTALLED PIPE. HORIZONTAL DIRECTIONAL DRILL PATH DEPICTS MINIMUM REQUIREMENTS ONLY. FINAL PATH TO BE DETERMINED BY CONTRACTOR AT TIME OF CONSTRUCTION. PILOT HOLE TOLERANCES: THE PILOT HOLE SHALL BE DRILLED TO THE TOLERANCES LISTED BELOW. HOWEVER IN ALL CASES, RIGHT-OF-WAY RESTRICTIONS AND CONCERN FOR ADJACENT FACILITIES SHALL TAKE PRECEDENCE OVER THESE TOLERANCES. 1. ENTRY POINT: NO MODIFICATIONS SHALL BE MADE WITHOUT APPROVAL FROM THE COMPANY ENGINEER. 2. ENTRY ANGLE: UP TO 1' INCREASE FROM THE DESIGNED ENTRY ANGLE; NO DECREASE IN ENTRY ANGLE WILL BE ALLOWED. 3. EXIT POINT: UP TO 20 FEET LONGER OR 10 FEET SHORTER FROM THE EXIT POINT; UP TO 5 FEET RIGHT OR LEFT OF THE DESIGNED ALIGNMENT. 4. EXIT ANGLE: NO INCREASE FROM THE DESIGNED EXIT ANGLE; UP TO 2' DECREASE IN EXIT ANGLE WILL BE ALLOWED. 5. ELEVATION: UP TO 2 FEET ABOVE AND 10 FEET BELOW DESIGNED PROFILE. 6. ALIGNMENT: UP TO 5 FEET RIGHT OR LEFT OF THE DESIGNED ALIGNMENT. 7. CURVE RADIUS: NO LESS THAN 800 FEET BASED ON A 3 JOINT AVERAGE. EXISTING ATLANTIC NORTH - CAROLINA RAILROAD R/W 200' WIDE R PROPOSED HDD APPROX. 816' CONTRACTOR SHALL UNDERTAKE THE FOLLOWING STEPS PRIOR TO COMMENCING DRILLING OPERATIONS: 1. CONTACT THE UTILITY LOCATION IDENTIFICATION SERVICE FOR THE CONSTRUCTION AREA. 2. POSITIVELY LOCATE AND STAKE ALL EXISTING UNDERGROUND FACILITIES. ANY FACILITIES LOCATED WITHIN 10 FEET OF THE DESIGNED PATH SHALL BE EXPOSED. 3. MODIFY DRILLING PRACTICES AND DOWNHOLE ASSEMBLIES AS NECESSARY TO PREVENT DAMAGE TO EXISTING FACILITIES. 4. DRILLING MUD SHALL BE BENTONITE ONLY. B-6 - A��, STA _ 27+01 OFF - 43 L - 14) 'L - PROPOSED 50' PERMANENT EASEMENT 0 PROPOSED 50 �� TEMPORARY � ��♦�♦�:�:��♦�♦�:�:�:�:♦��♦�� 0 PROPOSED 3' WORKSPACE::�:♦:♦:.�♦�:�:♦:♦:♦�♦�♦�♦♦♦♦�♦�. \ \ TEMPORARY � \ 105.00 WORKSPACE 300' HORIZONTAL LENGTH = 816' TRUE DRILLED LENGTH = 822' NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES AND OTHER STRUCTURES. CONTRACTOR SHALL BE RESPONSIBLE FOR LOSSES AND REPAIRS OCCASIONED BY DAMAGE TO FACILITIES RESULTING FROM DRILLING OPERATIONS. CONTRACTOR SHALL TAKE STEPS TO PROTECT EXISTING FACILITIES, INCLUDING, BUT NOT LIMITED TO, SETTING SURFACE CASING AS NECESSARY TO PREVENT SETTLEMENT AND DISPLACEMENT. NOTE: STRATIFICATION LINES AND SUBSURFACE MATERIAL DESCRIPTIONS SHOWN ON THIS DRAWING HAVE BEEN SIMPLIFIED FOR PRESENTATION PURPOSES. REFER TO THE PROJECT GEOTECHNICAL BORING LOGS AND REPORT FOR MORE DETAILED SUBSURFACE INFORMATION. NOTE: CONTRACTOR SHALL ACTIVELY MONITOR THE DRILLED ALIGNMENT FOR IMPACTS THAT COULD OCCUR AS A RESULT OF HDD OPERATIONS (I.E. SETTLEMENT, HEAVE, AND DRILLING FLUID FLOW). CONTRACTOR'S MONITORING PROCEDURES AND ASSOCIATED EMERGENCY RESPONSE PLANS SHALL BE APPROPRIATE TO ENSURE THAT PUBLIC SAFETY IS NOT COMPROMISED. _ � I HDD ENTRY POINT AT 120 STA: 30+66, ELEV: 113.2' PROPOSED 8" PIPELINE HDD - 8" PIPELINE PLAN cn 0 HDD EXIT AT 10' STA:22+50 ELA 14.9' HDD ENTRY AT 12°- STA:30+66 ELA 13.2' PT/ENTRY CURVE STA:29+89 ELEV:96.8' - - - 1Q' - + - - - - - - - -11.0 ::\\: i + -12.0 ...... -17.0 PT / EXIT STA:23+85 ELEV:91.2' CURVE - o N .: 0 M -22.0 PC / EXIT CURVE STA:25+24 ELEV:79.0' -22.0 : R - 800' -27.0 PC / ENTRY CURVE STA:28+21 ELEV:79.0' ' -32.0 ::: 7�4' -32.0 16°� 297' -42.0 8.625" X .322" W.T. API 5L X52 STEEL LINE PIPE FUSION BONDED EPDXY WITH POWERCRETE AND SCARGUARD ON GIRTH WELDS -52.0 -57.o -57.0 -62.0 .::..:. -62.0 SOIL BORING B-5 SEE PNG-C-025-0001274 - -- -67.0 SOIL BORING B-6 - SEE PNG-C-025-0001274 -- 75.0::: -75.0 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 SCALE: 1 "=50' 0 50 100 11N = 50FT 125 120 115 110 105 100 95 90 85 z J d w 80 LL 0 a Ili 70 65 60 55 HDD - 8" PIPELINE PROFILE 50 45 40 35 32+50 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS rj sDUKE Pied al Gas mont ENERGY, COPYRIGHT 2018 LINE 475 DOT RELOCATION - PIPELINE HDD PLAN AND PROFILE - RAILROAD GOLDSBORO NORTH CAROLINA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA A 08-11-2020 60% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE N/A INITIALS N/A REGIONAL ENGINEER B 10-02-2020 90% DESIGN SUBMITTAL JJM CNS CAM ACCOUNT NUMBER C 12/11/2020 REVISED 90% DESIGN SUBMITTAL MJD ICNS CAM PROJECT NUMBER 0231540 DATE N/A INITIALS N/A MGR TECH REC&STD DRAWING BY MJD STATION ID DATE 12/11/2020 INITIALS CNS PRINCIPAL ENGINEER CHECKER INITIALS CNS 0 50 100 HORIZONTAL 11N = 50FT 0 10 20 00119 VERTICAL 11N = 10FT PRELIMINARY - NOT FOR CONSTRUCTION ISSUED FOR PERMITTING REF. DWG(S): PNG-C-025-0001230 SHEET(S) X OF X I DWG SCALE AS NOTED DWG DATE 08/11/2020 SUPERSEDED - DRAWING NUMBER REVISION PNG-C-025-0001272 C DISCIPLINE / RESOURCE CENTER / LINE NUMBER GENERAL NOTES: GEOTECHNICAL NOTES: PROTECTION OF EXISTING FACILITIES: PROPOSED PIPELINE SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH PIEDMONT NATURAL GAS' DESIGN AND CONSTRUCTION MANUALS, LATEST EDITION. ALL EQUIPMENT MUST ACCESS THE SITE ALONG THE CONSTRUCTION RIGHT-OF-WAY OR FROM APPROVED ACCESS ROADS. CONTRACTOR SHALL SUBMIT ANY REQUESTS FOR DEVIATION FROM THIS DESIGN FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL DISPOSE OF EXCESS DRILLING FLUID AS DIRECTED BY THE COMPANY REPRESENTATIVE IN ACCORDANCE WITH PERMIT CONDITIONS, UNDER NO CIRCUMSTANCES SHALL DRILLING FLUID BE DISPOSED OF IN WATER BODIES OR WETLANDS. THE ENTRY AND EXIT POINTS SHALL BE CONTAINED AND COLLECTED TO THE EXTENT PRACTICAL AND DISPOSED OF AS DIRECTED BY THE COMPANY REPRESENTATIVE IN ACCORDANCE WITH PERMIT CONDITIONS. EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL COORDINATES AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. BRING ANY DISCREPANCIES WITH LAYOUT TO ATTENTION OF COMPANY PRIOR TO STARTING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR KNOWING LOCATION OF ALL ENVIRONMENTALLY SENSITIVE AREA RESTRICTIONS PERTAINING TO THIS PROJECT. GEOTECHNICAL DATA PROVIDED BY ATC GROUP SERVICES, LLC. REFER TO THE PROJECT GEOTECHNICAL BORING LOGS ON SHEET PNG-C-025-XXXXXX FOR MORE DETAILED SUBSURFACE INFORMATION. THE GEOTECHNICAL DATA IS ONLY DESCRIPTIVE OF THE LOCATIONS ACTUALLY SAMPLED. EXTENSION OF THE DATA OUTSIDE OF THE ORIGINAL BORINGS MAY BE DONE TO CHARACTERIZE THE SOIL CONDITIONS. HOWEVER, COMPANY DOES NOT GUARANTEE THESE CHARACTERISTICS TO BE ACCURATE. CONTRACTOR MUST USE HIS OWN EXPERIENCE AND JUDGEMENT IN INTERPRETING THIS DATA. TOPOGRAPHIC SURVEY NOTES: TOPOGRAPHIC SURVEY DATA PROVIDED BY SGC SURVEYING NORTHINGS AND EASTINGS ARE IN U.S. SURVEY FEET REFERENCED TO NORTH CAROLINA STATE PLANE COORDINATES. ELEVATIONS ARE IN FEET REFERENCED TO NAVD 88. DRILL PATH NOTES: DRILL PATH STATIONING IS IN FEET BY HORIZONTAL MEASUREMENT AND IS REFERENCED TO CONTROL ESTABLISHED FOR THE DRILLED SEGMENT. DRILL PATH COORDINATES REFER TO THE CENTERLINE OF PILOT HOLE AS OPPOSED TO TOP OF INSTALLED PIPE. HORIZONTAL DIRECTIONAL DRILL PATH DEPICTS MINIMUM REQUIREMENTS ONLY. FINAL PATH TO BE DETERMINED BY CONTRACTOR AT TIME OF CONSTRUCTION. PILOT HOLE TOLERANCES: THE PILOT HOLE SHALL BE DRILLED TO THE TOLERANCES LISTED BELOW. HOWEVER IN ALL CASES, RIGHT-OF-WAY RESTRICTIONS AND CONCERN FOR ADJACENT FACILITIES SHALL TAKE PRECEDENCE OVER THESE TOLERANCES. 1. ENTRY POINT: NO MODIFICATIONS SHALL BE MADE WITHOUT APPROVAL FROM THE COMPANY ENGINEER. 2. ENTRY ANGLE: UP TO 1' INCREASE FROM THE DESIGNED ENTRY ANGLE; NO DECREASE IN ENTRY ANGLE WILL BE ALLOWED. 3. EXIT POINT: UP TO 20 FEET LONGER OR 10 FEET SHORTER FROM THE EXIT POINT; UP TO 5 FEET RIGHT OR LEFT OF THE DESIGNED ALIGNMENT. 4. EXIT ANGLE: NO INCREASE FROM THE DESIGNED EXIT ANGLE; UP TO 2° DECREASE IN EXIT ANGLE WILL BE ALLOWED. 5. ELEVATION: UP TO 2 FEET ABOVE AND 10 FEET BELOW DESIGNED PROFILE. 6. ALIGNMENT: UP TO 5 FEET RIGHT OR LEFT OF THE DESIGNED ALIGNMENT. 7. CURVE RADIUS: NO LESS THAN 800 FEET BASED ON A 3 JOINT AVERAGE. CONTRACTOR SHALL UNDERTAKE THE FOLLOWING STEPS PRIOR TO COMMENCING DRILLING OPERATIONS: 1. CONTACT THE UTILITY LOCATION IDENTIFICATION SERVICE FOR THE CONSTRUCTION AREA. 2. POSITIVELY LOCATE AND STAKE ALL EXISTING UNDERGROUND FACILITIES. ANY FACILITIES LOCATED WITHIN 10 FEET OF THE DESIGNED PATH SHALL BE EXPOSED, 3. MODIFY DRILLING PRACTICES AND DOWNHOLE ASSEMBLIES AS NECESSARY TO PREVENT DAMAGE TO EXISTING FACILITIES. 4. DRILLING MUD SHALL BE BENTONITE ONLY. NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES AND OTHER STRUCTURES. CONTRACTOR SHALL BE RESPONSIBLE FOR LOSSES AND REPAIRS OCCASIONED BY DAMAGE TO FACILITIES RESULTING FROM DRILLING OPERATIONS. CONTRACTOR SHALL TAKE STEPS TO PROTECT EXISTING FACILITIES, INCLUDING, BUT NOT LIMITED TO, SETTING SURFACE CASING AS NECESSARY TO PREVENT SETTLEMENT AND DISPLACEMENT. NOTE: STRATIFICATION LINES AND SUBSURFACE MATERIAL DESCRIPTIONS SHOWN ON THIS DRAWING HAVE BEEN SIMPLIFIED FOR PRESENTATION PURPOSES. REFER TO THE PROJECT GEOTECHNICAL BORING LOGS AND REPORT FOR MORE DETAILED SUBSURFACE INFORMATION. NOTE: CONTRACTOR SHALL ACTIVELY MONITOR THE DRILLED ALIGNMENT FOR IMPACTS THAT COULD OCCUR AS A RESULT OF HDD OPERATIONS (I.E. SETTLEMENT, HEAVE, AND DRILLING FLUID FLOW). CONTRACTOR'S MONITORING PROCEDURES AND ASSOCIATED EMERGENCY RESPONSE PLANS SHALL BE APPROPRIATE TO ENSURE THAT PUBLIC SAFETY IS NOT COMPROMISED. PERENNIAL - I - , I � -1 PROPOSED 50' PERMANENT EASEMENT - - PROPOSED 50' TEMPORARY WORKSPACE EXISTING US HIGHWAY 70 BYPASS STREAM 01R/W (VARIABLE WIDTH) _ I _ 300' I I I I WETLAND 1 f'' 108.00 I EXISTING COMMERCIAL DRIVE O I I SR 1803 R/W (VARIABLE WIDTH) 108.03 PROPOSED 50 PERMANENT EASEMENT B-3 0 STA = 77+18 PROPOSED HDD OFF = 82' L APPROX. 750' 71+00 72+00 73+00 J� 74+00 75+00 76+00 77+00 I I 78+00 79+00 1/ 0 81+00 0 83+00 C 84+00 �� I 11 I - 1 1 1 1 o \ 1 I IIPSAP N BEMI •• ••• •• I B_4 ••,, �••♦•.♦•.;♦• ♦•.♦••,♦•.♦•., ♦•, HDD - 8 PIPELINE PLAN �♦♦♦♦♦♦♦♦♦♦♦♦i ..:�♦♦�i� M - - _ �� ♦,,��_1��1�� r. 1 �� ' -_ _ I W STA - 81 +38♦♦1♦1,♦11♦♦11�� ♦♦♦♦♦♦♦♦♦♦♦♦♦111♦� SCALE:1"-50' - \ ` I I ° I � I � I/ I CONTRACTOR SHALL OFF - 8' L 1♦�1♦ r♦♦�1♦♦1♦♦♦� 1♦�1♦�♦1♦♦1♦1♦♦�♦1 HDD PULL STRING - / _ _ HDD EXIT POINT AT 10 _ / - APPROX. 760' 1 STRING = - _ _ STA: 75+43 ELEV: 110.6' - � I II I LIMIT CLEARING TO 20 1�♦=♦♦1�♦♦♦♦11♦�♦ -1♦1�1♦��♦♦1♦1� /� / 0 50 100 ( ) ��I= _ _, _ I _ _ I I I� 1 I I I TOTAL IN WETLAND HDD ENTRY POINT AT 10° ' V 1IN=50FT PORTION OF (10'I,,h II PROPOSED 30' TEMPORARY WORKSPACE � � � � � ( � r � I � I - I I I EACH SIDE OF PIPELINE). STA: 82+93, ELEV: 109.4' BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 CLAUDE A McMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 PROFESSIONAL ENG/ARCH STAMP 120 115 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 HORIZONTAL LENGTH = 750' TRUE DRILLED LENGTH = 759' 120 115 110 105 100 95 90 I 85 :o, w J LL 75 a 70 65 60 55 50 45 40 HDD - 8" PIPELINE PROFILE 0 50 100 35 11N = 50FT 00119 PRELIMINARY - NOT 30 0 10 20 FOR CONSTRUCTION 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 11N = 1oFT 90% DESIGN SUBMITTAL PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S): PNG-C-025-0001235 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 1001 HDD EXIT AT 10° STA:75+43 HDD ENTRY AT 16' ELEVA 10.6' STA:82+93 ELEV:109.4' STA:77+14 EX COMM \ -6.0 STA: 78+31 EX 18" RCP - - - - -6.0- PT / ENTRY CURVE h STA:82+31 �O ELEV:91.5' \ STA: 77+06 EX 12" PVC \ -12.0 --12.0 .. -16.0 .::. \ -22.0 --22.0 .... PT / EXIT CURVE STA:77+58 ELEV:72.7' jff \ CD RADIUS = RADIUS = 800' -36.0 \ 800' -4 .0 -52.0 113' PC / EXIT CURVE STA:78+97 ELEV:60.5' PC /ENTRY CURVE STA:80+10 - ELEV:60.5' SOIL BORING B-3 SEE PNG-C-025-0001275 i -62.0 .... SOIL BORING B-4 _ SEE PNG-C-025-0001275 - 8.625" X 0.322" W.T. API 5L X52 STEEL LINE PIPE FUSION BONDED EPDXY WITH POWERCRETE AND SCARGUARD ON GIRTH WELDS _66 0 -72.0 75.0 -75.0 --- I NO. DATE REVISION(S) DESCRIPTION BY CHK APPD I DESCRIPTION APPROVALS rj sDUKE Pied al Gas mont ENERGY, COPYRIGHT 2018 LINE 475 DOT RELOCATION - PIPELINE HDD PLAN AND PROFILE - HIGHWAY 70 GOLDSBORO NORTH CAROLINA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA A 08-11-2020 60% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE N/A INITIALS N/A REGIONAL ENGINEER B 10-02-2020 90% DESIGN SUBMITTAL JJM CNS CAM ACCOUNT NUMBER C 12/11/2020 REVISED 90% DESIGN SUBMITTAL MJD CNS CAM PROJECT NUMBER 0231540 DATE N/A INITIALS N/A MGR TECH REC&STD DRAWING BY MJD STATION ID DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS CNS SHEET(S) X OF X I DWG SCALE AS NOTED DWG DATE 08/11/2020 SUPERSEDED DRAWING NUMBER REVISION PNG-C-025-0001273 C DISCIPLINE / RESOURCE CENTER / LINE NUMBER 7606 Whitehall Executive Center Dr. Building 800 TEST BORING LOG 7606 Whitehall Executive Center Dr. Building 800 TEST BORING LOG / Charlotte NC, 28273 / Charlotte NC, 28273 704-529-3200 704-529-3200 Fax 704-529-3272 Fax 704-529-3272 CLIENT BURNS AND MCDONNELL BORING# B-5 CLIENT BURNS AND MCDONNELL BORING# 0-6 PROJECT NAME LINE 67 (475) JOB # 199BAM2012 PROJECT NAME LINE 67 (475) JOB # 199BAM2012 PROJECT LOCATION GOLDSBORO, NC DRAWN BY ASS PROJECT LOCATION GOLDSBORO, NC DRAWN BY ASS 35.374003,-77.91783 APPROVED BY JGS 35.372931,-77.918618 APPROVED BY JGS DRILLING and SAMPLING INFORMATION TEST DATA DRILLING and SAMPLING INFORMATION TEST DATA Date Started 1212/20 Hammer Wt. 140 lbs. Date Started 1211 /20 Hammer Wt. 140 lbs. Date Completed 12/2/20 Hammer Drop 30 in. Date Completed 12/1 /20 Hammer Drop 30 in. Drill Foreman MAD Spoon Sampler OD 2 in. !4 Drill Foreman MAD Spoon Sampler OD 2 in. Inspector ATC Rock Core Dia. N/A in. w Boring Method MD Shelby Tube OD NIA in. a m " ID a2 Z. p m C - El SOIL CLASSIFICATION E m d m m Ca m z � w ON j a m n a� E E Ecmi 2 pia m'E '� 5 w E SURFACE ELEVATION 116.0 in o z m I (0 V = U° Cr a o° N Inspector ATC Rock Core Dia. NIS in. w Baring Method MD Shelby Tube OD NIA in. m o a)v m m N T Zr N o m C J d SOIL CLASSIFICATION E m �a�i m m m z j a N m n aA E E Ecmi 2 y aE '3 v, E SURFACE ELEVATION 113.0 m m o m 0 m m m Q m m = a 'o o- m o m mo ❑cn mz co Ao O 8� Cic) 2 _j a o :=• Medium dense to dense brown to dark brown poorly •; Dense dark brown to brown well graded silty SAND r graded SAND SS 4-7-8 SS '�-10-23 22.9 1 1 5 X. 5 Loose gray poorly graded SAND with gravel 11.0 10 SS 25-1 18.4 12.0 10 SS X 4-14-23 2 2 Loose to very loose gray poorly graded silty SAND with SS 6-6-3 trace gravel SS 5-5-5 3 3 15 15 ----------- - - - - - - - - - - 17.0 .• • Veryloose gray clayey SAND 4 4 SS X 1A OH/1 .4 SS 3-2-2 20 20 ---------------------- 22.0 ---------------------- 22.0 Very stiff gray sandy CLAY Soft gray fat CLAY with trace gravel 5 5 SS X E-15-15 SS X W H/1 "-2 38.7 25 25 •Dense - - gray poorly graded SAND 26.5 --------------------- Very stiff gray silty CLAY 27.0 SS 1 -234 4 SS 8-1 6 6 30 30 - - - - - - - - - - - - - - - - - - - - - - 32.0 ---------------------- 32.0 • Very dense to dense gray silty SAND : • Dense gray silty SAND 7 SS 2 3-501," 7 SS -14-1 35 35 SS 2 -31- SS 1 17- 8 8 8 Sample Type Depth to Groundwater Boring Method Sample Type Depth to Groundwater Boring Method SS - Driven Split Spoon a Noted on Drilling Tools 2.0 ft. HSA - Hollow Stem Augers SS - Driven Split Spoon Noted on Drilling Tools 4.0 ft. HSA - Hollow Stem Augers ST - Pressed Shelby Tube # At Completion (in augers) N/A ft. CFA - Continuous Flight Augers CA - Continuous Flight Auger At Completion {open hole} N/A ft. DC - Driving Casing RC -Rock Core MD -Mud Drilling CU - Cuttings After NIA hours NIA ft. CT -Continuous Tube i After NIA hours N/A ft. Page 1 of 2 a Cave Depth ft. ST - Pressed Shelby Tube # At Completion (in augers) N/A ft. CFA -Continuous Flight Augers CA - Continuous Flight Auger At Completion (open hole) NIA ft. DC - Driving Casing RC -Rock Core MD -Mud Drilling CU - Cuttings After NIA hours N/A ft. CT -Continuous Tube t After NIA hours N/A ft. Page 1 of 2 a Cave Depth ft. -N-T 7606 Whitehall Executive Center Dr. Building 800 TEST BORING LOG 7606 Whitehall Executive Center Dr. Building 800 TEST BORING LOG /�C Charlotte NC, 28273 /C Charlotte NC, 28273 / 704-529-3200 704-529-3200 Fax 704-529-3272 Fax 704-529-3272 CLIENT BURNS AND MCDONNELL BORING # B-5 CLIENT BURNS AND MCDONNELL BORING # B-6 PROJECT NAME LINE 67 (475) JOB # 199BAM2012 PROJECT NAME LINE 67 (475) JOB # 199BAM2012 PROJECT LOCATION GOLDSBORO,NC DRAWN BY ASS PROJECT LOCATION GOLDSBORO, NC DRAWN BY ASS 35.374003,-77.91783 APPROVED BY JGS 35.372931,-77.918618 APPROVED BY JGS DRILLING and SAMPLING INFORMATION TEST DATA DRILLING and SAMPLING INFORMATION TEST DATA Date Started 1212120 Hammer Wt. 140 lbs. Date started 1211120 Hammer Wt. 140 lbs. Date Completed 1212120 Hammer Drop 30 in. Date Completed 1211120 Hammer Drop 30 in. Drill Foreman MAD Spoon Sampler OD 2 in. y Drill Foreman MAD Spoon Sampler OD 2 in. y Inspector ATC Rock Core Dia. NIA in. 0.6 :EInspector Boring Method MD Shelby Tube OD NIA in. u t o c E J E a m °! m� `m acio 0,m c a U.. � o c E m SOIL CLASSIFICATION E m m m 30 m z D m m j a m oa H H o _ i3 a v Y m (continued) u m cmi Eo d m cc m a= o o Q m 8 0 in o ❑ co co z cn w o in Ci U a o ATC Rock Core Dia. N/S in. .2,6 Boring Method MD Shelby Tube OD NIA in. u t o 09 E m o °' m� `m o0 om c aD a U.. �? o c �` t7 m 0_ n c m U E m SOIL CLASSIFICATION E m m m 30 m z � m m j a w w L m a H H o a a 0 m (continued) `� iu m cca cc d m m B m o o Q m aEi in o ❑ co cn z cn w rr 0 in ti U a a 12! • Very dense to dense gray silty SAND : • Dense gray silty SAND 42.0 Hard gray sandy SILT 9 9 SS X 2-9-1A9.1 SS X R-1 6-2 7 28.8 45 45 50 SS 18-2 50 SS X 1 -18 8 10 10 ---------------------- 52.0 • Dense gray silty SAND 11 11 55 SS -14-1 55 SS 1 21- 1 32.2 - - - - - - - - - - - - - - - - - - - - - - 57.0 57.0 Hard gray sandy SILT with trace clay Dense gray silty SAND with gravel 12 12 60 SS X 1 -21- 5 64.2 60 SS 15-2 - - - - - - - - - - - - - - - - - - - - - - 62.0 ---------------------- 62.0 • Medium dense gray silty SAND with clay with mica Hard gray fat CLAY with silt with trace sand 13 SS 4-5-7 13 SS X &17-3 65 65 67.0 Very stiff gray silty CLAY 70 SS 3-5-7 5.6 70 SS -10-1 35.2 14 14 75.0 75 SS X 4-5-9 75.0 75 SS -11-1 15 15 BORING TERMINATED @ 75' BORING TERMINATED @ 75' Sample Type Depth to Groundwater Boring Method Sample Type Deoth to Groundwater Boring Method SS -Driven Split Spoon Noted on Drilling Tools 2.0 ft. HSA - Hollow Stem Augers SS -Driven Split Spoon Noted on Drilling Tools 4.0 ft. HSA - Hollow Stem Augers ST -Pressed Shelby Tube At Completion (in augers) N/A ft. CFA -Continuous Flight Augers CA - Continuous Flight Auger � DC - Driving Casing At Completion (open hole) N/A ft. RC - Rock Core y After NIA hours N/A ft. MD - Mud Drilling CU - Cuttings - CT - Continuous Tube 1 After NIA hours N/A ft. Page 2 of 2 X Cave Depth ft. ST -Pressed Shelby Tube At Completion (in augers) N/A ft. CFA -Continuous Flight Augers CA - Continuous Flight Auger DC - Driving Casing � At Completion (open hole) N/A ft. RC - Rock Core y After NIA hours N/A ft. MD - Mud Drilling CU - Cuttings - CT -Continuous Tube i After NIA hours N/A ft. Page 2 of 2 it Cave Depth ft. PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL BURNS&McDONNELLCONSULTANTS, INC. STATE LICENSE # C-1435 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 CLAUDEA MCMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL047852 PROFESSIONALENG/ARCHSTAMP NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS Piedmont � ENERGY: Nc�tUl'a� Gas 'W" DUKEr6111 COPYRIGHT 2018 LINE 475 DOT RELOCATION - PIPELINE G EOTECH N I CAL BORING LOGS GOLDSBORO, NORTH CAROLI NA GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA SHEET(S) X OF X DWG SCALE NONE A 10-02-2020 90% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE NITIALS NIA REGIONAL ENGINEER DWG DATE 10102/2020 SUPERSEDED B 12-11-2020 REVISED 90% DESIGN SUBMITTAL MJD CNS CAM ACCOUNT NUMBER - PROJECT NUMBER 0231540 DATE ATE N/A INITIALS NIA MGR TECH REC &STD DRAWING NUMBER PNG-C-025-0001274 REVISION B DRAWING BY MJD STATION ID DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS CNS DISCIPLINE / RESOURCE CENTER / LINE NUMBER 7606 Whitehall Executive Center Dr. TEST BORING LOG ■ 7606 Whitehall Executive Center Dr. TEST BORING LOG Charlotte, North Carolina 28217 ATC j�_ Charlotte, North Carolina 28217 Phone 704-529-3200 j Phone 704-529-3200 Fax 704-529-3272 Fax 704-529-3272 CLIENT BURNS AND MCDONNELL BORING # B-3 CLIENT BURNS AND MCDONNELL BORING # B-4 PROJECT NAME LINE 475 JOB # 199BAM2012 PROJECT NAME LINE 475 JOB # 199BAM2012 PROJECT LOCATION DRAWN BY JIGS PROJECT LOCATION DRAWN BY JIGS GOLDSBORO. NC APPROVED BY JIGS GOLDSBORO. NC APPROVED BY JIGS DRILLING and SAMPLING INFORMATION TEST DATA DRILLING and SAMPLING INFORMATION TEST DATA Date Started 9122/20 Hammer Wt. 140 lbs. Date Started 9122/20 Hammer Wt. 140 lbs. Date Completed 9122/20 Hammer Drop 30 in. Date Completed 9122/20 Hammer Drop 30 in. Drill Foreman MAD Spoon Sampler OD 2 in. Drill Foreman MAD Spoon Sampler OD 2 in. Inspector ATC Rock Core Dia. N/A in. c Inspector ATC Rock Core Dia. N/A in. c Boring Method HSA Shelby Tube OD N/A in. - o °o a d ° rn m Boring Method HSA Shelby Tube OD N/A in. 3r @ o c g y E _ 3 L� m N C (!� tN, J a O a c c v o �c7- ao ".>_ c C J a c c v o mom_. ao "� cg E m @ SOIL CLASSIFICATION -o a, E j a y SOIL CLASSIFICATION o v E a y E 2 d ;y -� r r o. o. a> c m z ro p_ v d - a y Y m a a- E E E o o N E 3 y o E m z .w d E r r a o. a -p a v '2 m a a- E E E o o N a E y 3 y E SURFACE ELEVATION m d an d m m o S d 10 o g m o d m❑ ❑m mz m co U) c1v a a SURFACE ELEVATION m m an d m m o d o o g m o d wo ❑m mz m m12 m.2 .0 2 � a a � Very loose light brown clayey SAND (SC) Medium dense light brown fine to medium silty SAND (SM) � g SS X 1-2-1 18.2 SS X 4-5-6 1 1 ---------------------- 6.0 5 - - - - - - - - - - - - - - - - - - - - - - 6.0 5 Medium dense tan fine to coarse SAND (SP-SC) with Loose tan fine to medium SAND (SP) clay SS X 5-7-1(2 SS 2-3-6 18.6 2 10 10 12.0 12.0 :. • Very loose dark gray silty SAND (SM) with clay Very loose light tannish gray clayey SAND (SC) 3 SS X 1-1-1 3 SS X 1-1-1 29.5 15 - - - - - - - - - - - - - - - - - - - - - - 16 0 15 ' ---------------------- 17.0 :.. Very loose gray silty fine SAND (SM) Very soft dark gray clayey SILT (ML) with fine sand 4 4 SS OH/1 " 33.5 SS OH/1 " 20 20 ______________________ 22.0 _ _________________ __ 22.0 Dense to very dense dark gray silty SAND (SM) Medium dense dark gray silty fine SAND (SM) with SS X 1)-14- 8 clay SS X 1-9-1:9.0 5 5 T. 25 25 SS X 1 -18- 4 32.0 SS 12-2 6 6 30 30 SS X E 18-2 SS X 1-14-23.1 7 7 36.0 35 35 Very stiff dark gray fine sandy SILT (ML) with clay 40.0 SS X f -10-23 7 SS 1 -37- 3 2.5 8 8 Sample Type Depth to Groundwater Boring Method Sample Type Depth to Groundwater Boring Method SS - Driven Split Spoon A Noted on Drilling Tools N/A ft. HSA - Hollow Stem Augers SS - Driven Split Spoon A Noted on Drilling Tools N/A ft. HSA - Hollow Stem Augers ST - Pressed Shelby Tube f At Completion (in augers) 3.0 ft. CFA - Continuous Flight Augers ST - Pressed Shelby Tube f At Completion (in augers) 3.0 ft. CFA - Continuous Flight Augers CA - Continuous Flight Auger DC - Driving Casing At Completion (open hole) 3.0 ft. CA - Continuous Flight Auger DC - Driving Casing At Completion (open hole) 3.0 ft. RC - Rock Core MD -Mud Drilling CU - Cuttings 3 After NIA hours N/A ft. RC - Rock Core MD -Mud Drilling CU - Cuttings 3 After NIA hours N/A ft. CT - Continuous Tube i After NIA hours N/A ft. Page 1 of 2 CT - Continuous Tube After NIA hours N/A ft. Page 1 of 2 ffi Cave Depth ft. ffi Cave Depth ft. 7606 Whitehall Executive Center Dr. TEST BORING LOG 7606 Whitehall Executive Center Dr. TEST BORING LOG Charlotte, North Carolina 28217 N.Affric jkTIC Charlotte, North Carolina 28217 Phone 704-529-3200 N Phone 704-529-3200 Fax 704-529-3272 Fax 704-529-3272 CLIENT BURNS AND MCDONNELL BORING # B-3 CLIENT BURNS AND MCDONNELL BORING # B-4 PROJECT NAME LINE 475 JOB # 199BAM2012 PROJECT NAME LINE 475 JOB # 199BAM2012 PROJECT LOCATION DRAWN BY JIGS PROJECT LOCATION DRAWN BY JIGS GOLDSBORO. NC APPROVED BY JIGS GOLDSBORO. NC APPROVED BY JIGS DRILLING and SAMPLING INFORMATION TEST DATA DRILLING and SAMPLING INFORMATION TEST DATA Date Started 9/22/20 Hammer Wt. 140 lbs. Date Started 9/22120 Hammer Wt. 140 lbs. Date Completed 9122/20 Hammer Drop 30 in. Date Completed 9122/20 Hammer Drop 30 in. Drill Foreman MAD Spoon Sampler OD 2 in. m Drill Foreman MAD Spoon Sampler OD 2 in. m Inspector ATC Rock Core Dia. NIA in. m Inspector ATC Rock Core Dia. NIA in. o . Boring Method HSA Shelby Tube OD NIA in. �'N-' o a�i 2?E Boring Method HSA Shelby Tube OD NIA in. 2:E o ai ? E o am c3 cm c �a o C d am �3 �m c �a o a i° d d o '. o .. m > �C7 U E m a d o g > o .. m > C70 a� `cg- U E m SOIL CLASSIFICATION m d `m d v v m �, a Y SOIL CLASSIFICATION 3 -o �, E J a N 7$ L a a a o > 'O Z O. a :6 �= Y W m a o-- E E E o o c y E !� w E 7$ L a M a o 5 'O Z CL a :2 �= Y % a o-- E E E o o c m E !� 9 w E o ° � m (continued) o o y z° ron U)X F civ a a (continued) ® m m W a� o v o in ❑ ❑ m rn z m cn rn Ci U a a Stiff dark gray clayey SILT (ML) : •' •: Medium dense dark gray silty fine SAND (SM) with .: clay SS 5-5-7 48.1 SS 1 13-2 9 9 --------------------- 46.0 45 --------------------- 46.0 45 :. • Very dense dark gray silty SAND (SM) :: • Very dense dark gray silty SAND (SM) SS 1 -22- 1 SS 1 -50/ " 6.8 10 10 50 50 - - - - - - - - - - - - - - - - - - - - - 52.0 Stiff to very stiff CLAY (CL-CH) 55 11 SS 3-6-9 44.7 trace wood encountered 53.5' to 55' 55 11 SS X 1 -38 2 38.1 SS -5-1 53.1 SS X 19 27- 5" 12 12 60 A60 --------------------- 62.0 Hard dark gray CLAY (CL) with silt SS 3-5-7 48.8 SS X -�-13-31 32.3 13 13 65 66.0 65 :4 Very dense dark gray silty SAND (SM) SS X i-7-1:2.4 SS 1 33-5 27.6 14 14 70 70 72.0 Very dense dark gray silty SAND (SM) 75.0 15 SS -11-1 6.9 750 15 SS 1 -27- 5 6.0 75 75 BORING TERMINATED @ 75' BORING TERMINATED @ 75' E 1_1 I I I Sample Type Depth to Groundwater Boring Method Sample Type Depth to Groundwater Boring Method SS - Driven Split Spoon A Noted on Drilling Tools N/A ft. HSA - Hollow Stem Augers SS - Driven Split Spoon A Noted on Drilling Tools N/A ft. HSA - Hollow Stem Augers ST -Pressed Shelby Tube f At Completion (in augers) 3.0 ft. CFA - Continuous Flight Augers ST -Pressed Shelby Tube f At Completion (in augers) 3.0 ft. CFA - Continuous Flight Augers CA - Continuous Flight Auger DC - Driving Casing At Completion (open hole) 3.0 ft. CA - Continuous Flight Auger DC - Driving Casing At Completion (open hole) 3.0 ft. RC - Rock Core MD -Mud Drilling CU - Cuttings After N/A hours N/A ft. RC - Rock Core MD -Mud Drilling CU - Cuttings After NIA hours N/A ft. PRELIMINARY NOT CT - Continuous Tube After N/A hours N/A ft. Page 2 of 2 CT - Continuous Tube After NIA hours N/A ft. Page 2 of 2 A Cave Depth ft. Cave Depth ft. FOR CONSTRUCTION 90% DESIGN SUBMITTAL BURNS&McDONNELLCONSULTANTS, INC. PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY STATE LICENSE # C-1435 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 1001 CLAUDEA MCMULLAN NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) x OF X DWG SCALE NONE IFC SUBMITTAL DATE LINE 475 DOT RELOCATION - PIPELINE A 10-02-2020 90% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE NITIALS REGIONAL NIA DWG DATE 10102/2020 SUPERSEDED NORTH CAROLINA B 12/11/2020 REVISED 90% DESIGN SUBMITTAL MJD CNS CAM ACCOUNT NUMBER - ENGINEER SEAL047852 Piedmont DUKEr6111 G EOTECH N I CAL BORING LOGS 0231540 ATE DATE INITIALS PROJECT NUMBER MGR TECH 'W" � ENERGY: Nc�tUl'a� Gas DRAWING NUMBER REVISION DRAWING BY MJD N/A NIA REC &STD GOLDSBORO, NORTH CAROLI NA PNG-C-025-0001275 B DATE INITIALS L STATION ID PRINCIPAL PROFESSIONALENG/ARCH STAMP 12/11/2020 CAM ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA I I I ICHECKER INITIALS CNS DISCIPLINE / RESOURCE CENTER / LINE NUMBER Oki IL. END STA. 97+83 4.ffl- �- �. - - '. R FALLIN BLVD ES&PC PLAN, SHEET PNG-C-025-0001285 BEGIN STA. 0+00 # TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY CONSTRUCTION ENTRANCE CENTRAL HEIGHTS RD TEMPORAF APPROXIMATELY 6 ACRE LAYDOWN YARD UNDER SEPARATE PERMIT 40 WETLANDS 2 �00� OG - - HDD EXIT OAT r: 0 PERENNIAL �STREAM 01 WETLANDS 1 HDD ENTRY �� SOD _ J �� i — / �0 ��00� GqT / /i TEMPORARY CONSTRUCTION ENTRANCE JURISDICTIONAL DITCH 1 - TEMPORARY CONSTRUCTION ENTRANCE - LINE 475 MLV 3 AND ASH ST REGULATOR STATION UNDER SEPARATE COVER o° HDD EXIT �00 00, TEMPORARY CONSTRUCTION ENTRANCE °0 TN Q)/ _ �o % oo/ HDD ENTRY i M TEMPORARY CONSTRUCTION ENTRANCE wom PIPELINE CONSTRUCTION PHASING 1. NOTIFY NCDEQ AT LEAST 48 HOURS PRIOR TO PROJECT MOBILIZATION. 2. CONSTRUCTION AND LAND DISTURBANCE ACTIVITIES TO BEGIN NO EARLIER THAN JANUARY 2021. PREPARE PROPOSED LINES WITH STORMWATER BMPS. SEE PHASED APPROACH BELOW: a. PHASE I: CLEARING AND GRUBBING ROW i. INSTALL PERIMETER CONTROLS - CONSTRUCTION ENTRANCES, COMPOST SOCK, SILT FENCE ii. BEGIN CLEARING AND GRUBBING OPERATIONS. ' ij. HAUL OFF ALL CHIPPED WOOD TO AN APPROVED LANDFILL iii. TEMPORARY STABILIZATION WITH TEMPORARY SEEDING, SEE ES&PC PLANS �. iv. WHEREVER SLOPES ARE 2% OR STEEPER, TEMPORARY SEEDING SHALL BE APPLIED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. b. PHASE 2: GRADING OF ROW FOR ACCESS AND DITCH EXCAVATION i. MAINTAIN EXISTING PERIMETER MEASURES AND INSTALL ADDITIONAL PERIMETER MEASURES AS NEEDED. ii. PRIOR TO GRADING OPERATIONS INSTALL EARTHEN BERMS OR COMPOST SOCKS ALONG THE UPGRADIENT EDGE OF THE ROW TO DIVERT CLEAN WATER AROUND OR THROUGH DISTURBED TRANCE AREAS. BERMS MUST BE MATTED IMMEDIATELY UPON CONSTRUCTION. iii. BEGIN GRADING ROW IN PREPARATION OF PIPE INSTALLATION. iv. DURING GRADING OPERATIONS MANAGE EROSION AND SEDIMENT CONTROL FROM WITHIN THE DISTURBED AREAS BY INSTALLING SILT FENCE OUTLETS, SEDIMENT TRAPS, ETC. INSTALL DEWATERING FEATURES AT IDENTIFIED LOCATIONS. MAKE SURE STOCKPILED MATERIAL IS PROTECTED WITH SILT FENCE ALONG THE DOWNSTREAM EDGE. v. PRIOR TO INSTALLING THE PIPE INSTALL TRENCH PLUGS IN THE OPEN DITCH IN AREAS WHERE SLOPES WARRANT TRENCH PLUGS. THE TOP OF THE DOWNSTREAM TRENCH PLUG WILL BE AT THE SAME ELEVATION AS THE BOTTOM OF THE UPSTREAM TRENCH PLUG. vi. TEMPORARY STABILIZATION OF DISTURBED AREAS WITH TEMPORARY SEEDING AND MATTING, SEE ES&PC PLANS. c. PHASE 3: PIPE INSTALLATION i. 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 IMMEDIATELY PERMANENTLY STABILIZED WITH PERMANENT SEEDING. v. IN AREAS OF PROPOSED TRENCH PLUGS, SEDIMENT WITHIN THE DITCH TRAPPED BEHIND THE TRENCH PLUGS SHOULD BE REMOVED, TRENCH PLUGS SHALL BE TEMPORARILY REMOVED, PIPE IS TO BE INSTALLED, AND TRENCH PLUGS ARE TO BE REINSTALLED. 3. FOLLOWING CONSTRUCTION ACTIVITIES, AND AFTER INSPECTION BY NCDEQ, REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL BMPS, AND SEED ANY AREAS DISTURBED DURING BMP REMOVAL ACCORDING TO THE SPECIFICATIONS IN APPENDIX D; SEE BELOW: a. PHASE 4: FINAL CONDITIONS i. CONTINUE STABILIZING DISTURBED AREAS. ii. CONTRACTOR TO PROVIDE SEED, FERTILIZER, SOIL AMENDMENTS, AND WATER UNTIL PERMANENT VEGETATION IS ESTABLISHED IN ACCORDANCE TO NCDEQ STANDARDS. iii. CONTRACTOR TO RETURN CULTIVATED FIELDS TO ORIGINAL CONDITIONS. iv. ONCE AREAS ARE PERMANENTLY STABILIZED IN ACCORDANCE TO NCDEQ STANDARDS AND CULTIVATED FIELDS ARE RETURNED TO ORIGINAL CONDITIONS, REMOVE REMAINING E&SC MEASURES AND CLOSE PERMIT IN ACCORDANCE TO NCDEQ REQUIREMENTS 4. UPON ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION, AN INSPECTION BY THE DEMLR-LQS SHALL BE REQUESTED TO VERIFY THE ADEQUACY OF THE GROUND COVER. PERMIT COVERAGE WILL END UPON ELECTRONIC SUBMITTAL OF THE NOTICE OF TERMINATION (NOT). y LIMITS OF DISTURBED AREA r o PIPELINE PROJECT: 25.61 AC POINT OF CONTACT (MAINTENANCE): DENNIS ROVERTSON (803)-917-6577 BURNS&McDONNELLCONSULTANTS, INC. I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY STATE LICENSE # C-1435 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 1001 CLAUDE A McMULLAN 07/31i2020 NORTH CAROLINA SEAL047852 NO.1 DATE REVISION(S) DESCRIPTION A 08-11-2020 60% DESIGN SUBMITTAL B 10-02-2020 90% DESIGN SUBMITTAL C 12-11-2020 REVISED 90% DESIGN SUBMITTAL PROFESSIONAL ENG/ARCH STAMP BY CHK JAPPID DESCRIPTION APPROVALS jr� DUKE Piedmont V ENERGY r6lj� Natural Gas COPYRIGHT 2018 LNR CNS CAM AREA CODE 1853 DATE N/A INITIALS NIA REGIONAL ENGINEER ABR JTG CAM ACCOUNT NUMBER LLO JTG CAM PROJECT NUMBER 0228178 DATE N/A INITIALS N/A MGR TECH REc & sTD DRAWING BY - STATION ID DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS JTG LINE 475 DOT RELOCATION - PIPELINE OVERALL ES&PC PLAN GOLDSBORO, NORTH CAROLI NA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA PRELIMINARY - NOT 0 500 1000,FOR CONSTRUCTION SCALE IN FEET 90% DESIGN SUBMITTAL SHEET(S) X OF X I DWG SCALE DWG DATE 12/11/2020 ISUPERSEDED DRAWING NUMBER PNG-C-025-0001280 DISCIPLINE / RESOURCE CENTER / LINE NUMBER NONE REVISION C GENERAL EROSION AND SEDIMENT CONTROL NOTES CONSTRUCTION SEQUENCE (SITE) a. INITIAL INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES; 1. THIS PROJECT IS LOCATED IN THE NEUSE RIVER BASIN. (PHASE 1) b. CLEARING AND GRUBBING OF EXISTING GROUND COVER; RECEIVING WATERS: SWIFT CREEK CLASSIFICATION: C;NSW 1. CONTACT THE DEMLR RALEIGH REGIONAL OFFICE AT LEAST 48 HOURS PRIOR C. COMPLETION OF ANY GRADING THAT REQUIRES GROUND COVER; TO COMMENCING THE LAND -DISTURBING ACTIVITY. THE CONTACT NUMBER 2. CONSTRUCTION ACTIVITY POLLUTION PREVENTION IS REQUIRED FOR THIS IS (919) 791-4200. d. COMPLETION OF ALL LAND -DISTURBING ACTIVITY, CONSTRUCTION, OR PROJECT. PREVENTION OF POLLUTION RESULTING FROM CONSTRUCTION DEVELOPMENT, INCLUDING PERMANENT GROUND COVER ESTABLISHMENT ACTIVITIES SHALL BE ACCOMPLISHED BY CONTROLLING SOIL EROSION, 2. INSTALL CONSTRUCTION ENTRANCE(S) AS SHOWN ON PLAN SHEETS WHERE AND REMOVAL OF ALL TEMPORARY MEASURES; AND WATERWAY SEDIMENTATION, AND AIRBORNE DUST GENERATION. EQUIPMENT WILL ENTER AND LEAVE THE PROJECT SITE. CONTRACTOR SHALL ENSURE THAT NO SEDIMENT RESULTING FROM e. TRANSFER OF OWNERSHIP OR CONTROL OF THE TRACT OF LAND WHERE CONSTRUCTION ACTIVITIES INFRINGES ONTO ADJACENT PROPERTIES. 3. INSTALL EROSION CONTROL DEVICES. THE EROSION AND SEDIMENTATION CONTROL PLAN HAS BEEN APPROVED CONTRACTOR SHALL COORDINATE EROSION AND SEDIMENT CONTROL WITH AND WORK HAS BEGUN. THE NEW OWNER OR PERSON IN CONTROL SHALL OTHER CONSTRUCTION ENTITIES PERFORMING WORK ON ADJACENT 4. STABILIZE DISTURBED AREAS WITH EROSION CONTROL DEVICES. UTILIZE CONDUCT AND DOCUMENT INSPECTIONS UNTIL THE PROJECT IS PROPERTIES. TEMPORARY SEEDING AS NECESSARY. PERMANENTLY STABILIZED AS SET FORTH IN SUB -ITEM (C) OF THIS ITEM. 3. SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES USED TO REDUCE 5. CONTACT INSPECTOR FOR ONSITE INSPECTION OF INSTALLED EROSION 2. DOCUMENTATION OF SELF -INSPECTIONS PERFORMED UNDER ITEM (1) OF THE AMOUNT OF SOIL PARTICLES THAT ARE CARRIED OFF AN AREA AND CONTROL DEVICES. THIS RULE SHALL INCLUDE: DEPOSITED INTO A DRAINAGE COLLECTION SYSTEM OR INTO A BODY OF WATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT 6. MAINTAIN DEVICES AS NEEDED PER NCDEQ MAINTENANCE INSTRUCTIONS. a. VISUAL VERIFICATION OF GROUND STABILIZATION AND OTHER EROSION EROSION AND SEDIMENTATION ARE CONTROLLED TO THE EXTENT CONTROL MEASURES AND PRACTICES AS CALLED FOR IN THE APPROVED PRACTICABLE. ALL APPLICABLE SOIL EROSION AND SEDIMENT CONTROL 7. ALL BARE SOILS ARE TO BE STABILIZED UNDER CONDITIONS OUTLINED IN THE PLAN; MEASURES SHALL BE IMPLEMENTED AND MAINTAINED THROUGHOUT THE CURRENT NPDES PERMIT OR, IF IT IS IN A CRITICAL AREA, BY THE END OF THE DURATION OF CONSTRUCTION ACTIVITIES. PRIOR TO INITIATING DAY. b. VERIFICATION BY MEASUREMENT OF SETTLING BASINS, TEMPORARY CONSTRUCTION IN AN AREA, ALL TEMPORARY EROSION AND SEDIMENT CONSTRUCTION ENTRANCES, ENERGY DISSIPATORS, AND TRAPS. CONTROL PRACTICES SHALL BE IN PLACE. UPON PROJECT COMPLETION AND 8. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES PERMANENT STABILIZATION, ALL TEMPORARY SOIL EROSION AND SEDIMENT ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND c. THE NAME, ADDRESS, ORGANIZATION AFFILIATION, TELEPHONE NUMBER, CONTROL MEASURES SHALL BE REMOVED. WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY AND SIGNATURE OF THE PERSON CONDUCTING THE INSPECTION AND THE NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DATE OF THE INSPECTION SHALL BE INCLUDED, WHETHER ON A COPY OF 4. TEMPORARY EROSION CONTROL SHALL BE THE CONTRACTOR'S DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR AN RESPONSIBILITY, WHO SHALL UTILIZE APPROPRIATE BEST MANAGEMENT CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED INSPECTION REPORT. A TEMPLATE FOR AN EXAMPLE OF AN INSPECTION PRACTICES (BMPS). THOSE BMPS SHALL CONSIST OF SILT FENCE, WATTLES AT THE PROJECT SITE FOR MONITORING. AND MONITORING REPORT IS PROVIDED ON THE DEMLR WEBSITE AT: OR OTHER MEANS TO CONTROL EROSION AS NEEDED. HTTPS://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL- (PHASE 2 & 3) LAN DRESOURCESIEROSION-SEDIMENT-CONTROL/FORMS. ANY RELEVANT 5. CONTRACTOR SHALL PLACE SILT FENCE PRIOR TO BEGINNING WORK. THE LICENSES AND CERTIFICATIONS MAY ALSO BE INCLUDED. ANY DEVICES SHALL BE PLACED DOWN -SLOPE OF DISTURBED AREAS WHERE 1. BEGIN ACCESS ROAD INSTALLATION ON THE SITE AND SITE EXPANSION. DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OF THE SHEET EROSION WOULD OCCUR. SILT FENCE SHALL BE CLEANED AND APPROVED EROSION AND SEDIMENTATION CONTROL PLAN SHALL OCCUR REPAIRED WHEN SEDIMENT BUILDUP REACHES ONE-THIRD OF SILT FENCE 2. MAINTAIN ALL EROSION CONTROL DEVICES PER NCDEQ MAINTENANCE ON A SINGLE COPY OF THE PLAN AND THAT PLAN SHALL BE MADE HEIGHT. AFTER SIGNIFICANT RUNOFF EVENTS (V OF RAINFALL OR MORE) INSTRUCTIONS. AVAILABLE ON THE SITE. AND ON A WEEKLY BASIS, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL STRUCTURES FOR SILT BUILD-UP THAT INTERFERES WITH THE 3. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH d. A RECORD OF ANY SIGNIFICANT DEVIATION FROM ANY EROSION OR PERFORMANCE OF THE EROSION CONTROL STRUCTURE AND REPAIR OR VEGETATION, GRAVEL, ETC. SEDIMENTATION CONTROL MEASURE FROM THAT ON THE APPROVED PLAN. REPLACE THOSE STRUCTURES, AS NECESSARY. FOR THE PURPOSE OF THIS RULE, A "SIGNIFICANT DEVIATION" MEANS AN 4. ALL EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AS SHOWN ON THE OMISSION, ALTERNATION, OR RELOCATION OF AN EROSION OR 6. ALL STORM DRAIN INLETS SHALL BE PROTECTED BY APPROPRIATE BMPS DRAWINGS UNTIL THE ENTIRE SITE IS PERMANENTLY STABILIZED AND SEDIMENTATION CONTROL MEASURE THAT PREVENTS IT FROM DURING CONSTRUCTION, UNTIL ALL SOURCES WITH POTENTIAL FOR APPROVED BY THE NCDEQ INSPECTOR. PERFORMING AS INTENDED. THE RECORD SHALL INCLUDE MEASURES DISCHARGE TO THE INLETS HAVE BEEN STABILIZED. REQUIRED TO CORRECT THE SIGNIFICANT DEVIATION, ALONG WITH 5. GROUNDCOVER SHALL BE ESTABLISHED IN 90 CALENDAR DAYS. HOWEVER, DOCUMENTATION OF WHEN THOSE MEASURES WERE TAKEN. DEVIATIONS 7. ALL EXISTING DRAIN INLETS SHALL HAVE INLET PROTECTION INSTALLED IN NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE. FROM THE APPROVED PLAN MAY ALSO BE RECOMMENDED TO ENHANCE ACCORDANCE WITH NORTH CAROLINA MANUAL FOR EROSION CONTROL. THE INTENDED PERFORMANCE OF THE SEDIMENTATION AND EROSION EROSION PROTECTION MAY BE REMOVED WHEN VEGETATION IS 6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED CONTROL MEASURES. ESTABLISHED. COMPLETELY, ARRANGE FOR FINAL INSPECTION WITH THE NCDEQ INSPECTOR. 8. IN ACCORDANCE WITH SECTION II.B.2 OF THE NPDES GENERAL PERMIT, ANY DISTURBED AREA LEFT EXPOSED SHALL BE STABILIZED WITH TEMPORARY 7. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR SEEDING WITHIN 7 TO 14 DAYS IN ACCORDANCE WITH NORTH CAROLINA TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL SECTION THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL 6.11. PERMANENT STABILIZATION SHALL BE ACHIEVED THROUGH PERMANENT VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF SEEDING FOR ALL DISTURBED AREAS. SEE SEEDING SCHEDULE IN NORTH TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT. MANUAL SECTION 6.11. 9. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED AND APPROVED BY NCDEQ, TEMPORARY EROSION AND SEDIMENTATION CONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE CONTROLS MUST BE STABILIZED WITH PERMANENT SEEDING AS SOON AS POSSIBLE WITHIN 14 CALENDAR DAYS. 10. PER NPDES REQUIREMENTS, A RAIN GAUGE, SELF -INSPECTIONS RECORDS, PERMIT, CERTIFICATE OF COVERAGE, AND S&E PLAN ARE REQUIRED TO BE MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION. IT IS RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE BEGINNING OR ENTRANCE OF PROJECT. 11. THE CONTRACTOR SHALL CONDUCT SELF -INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES AND COMPLETE THE DUKE ENERGY PROVIDED SELF -INSPECTION FORM. TWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALL BE KEPT ON -SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS RECOMMENDED A COPY BE KEPT IN A PERMITS BOX. 8. IF SITE IS APPROVED, REMOVE EROSION CONTROL MEASURES AND STABILIZE RESULTING BARE AREAS IMMEDIATELY. SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A54.1 (E) (EFFECTIVE OCTOBER 1, 2010; READOPTED EFFECTIVE APRIL 1, 2020) 15A NCAC 04B .0131 SELF -INSPECTIONS ALL LAND -DISTURBING ACTIVITIES REQUIRED TO HAVE AN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN UNDER G.S. 113A54.1(E) SHALL CONDUCT SELF -INSPECTIONS FOR INITIAL INSTALLATION OR MODIFICATION OF ANY EROSION AND SEDIMENTATION CONTROL DEVICES AND PRACTICES DESCRIBED IN AN APPROVED PLAN. IN ADDITION, WEEKLY AND RAIN -EVENT SELF -INSPECTIONS ARE REQUIRED BY FEDERAL REGULATIONS, THAT ARE IMPLEMENTED THROUGH THE NPDES CONSTRUCTION GENERAL PERMIT NO. NCG 010000. 1. FOR SELF -INSPECTIONS REQUIRED PURSUANT TO G.S. 11 3A-54.1 (E), THE INSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THE FOLLOWING PHASES OF THE PLAN; BURNS& McDONNELLCONSULTANTS, INC. I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY STATE LICENSE # C-1435 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 1001 CLAUDE A. McMULLAN NO.1 DATE REVISION(S) DESCRIPTION 07/31/2020 A 08-11-2020 60% DESIGN SUBMITTAL NORTH CAROLINA B IC 10-02-2020 90% DESIGN SUBMITTAL SEAL047852 12-11-2020 REVISED 90% DESIGN SUBMITTAL PROFESSIONAL ENG/ARCH STAMP PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL BY CHK JAPPD DESCRIPTION APPROVALS DUKELLO Piedmont p/ ENERr6ljl� �C ENERGY:.. Natural Gas COPYRIGHT 2018 LINE 475 DOT RELOCATION - PIPELINE ES&PC GENERAL NOTES GOLDSBORO, NORTH CAROLINA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA SHEET(S) X OF X DWG SCALE NONE LNR CNS CAM AREA CODE - DATE N/A NITIALS NIA REGIONAL ENGINEER DWG DATE 12111/2020 SUPERSEDED ABR JTG CAM ACCOUNT NUMBER - JTG CAM PROJECT NUMBER 0228178 DATE N/A INITIALS NIA MGR TECH REC&STD DRAWING NUMBER PNG-C-025-0001281 REVISION C DRAWING BY - STATION ID DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS JTG FDISCIPLINE / RESOURCE CENTER / LINE NUMBER BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 CLAUDE A MCMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 PROFESSIONAL ENG/ARCH STAMP LOD N 595241.21 E 2320025.66 F'KUF'UStU I tIVIF'UKAKY WORKSPACE (TYP) 4f PROPOSED BOX SECTION fAlllN SUE MARY REPLACEMENT FOR FALLIN Wff 3WPAW IM BLVD EXPANSION PLAT Ih?ffi Nlr FALLIN SUE MARY JMN$7m B�OIX J1Nd PAW 1W Pur m-w AUUtzb5 KUAU I U tit MATTED AS REQUIRED BASED ON FIELD CONDITIONS, SEE DETAIL 2 ON SHEET PNG-C-025-0001292 I I I r I d I I I H 18' SILT FENCE Ir d SFWB r � I d I 12' TRAVEL LANE I ld I r I I I F LODr N 594389.08 E 2320217.77 LOD N 594387.27 E 2320193.84 LOD N 594348.59 E 2320265.11 LOD N 594340.02" E 2320153.25 lop PTL �� CENTRAL HEIGHTS RD E 2320290.68 I 30 U�A 41 PLAT M-22J AND M-221 �LOD N 594958.51 E 2320290.68 \ N, L/\IV I IIVIJ Vlll \lJLII VlI POWER AND LIGHT EASEMENT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE,SEE DETAIL 1 ON SHEET PNG-C-025-0001290 SEVER MAAHOLE RIM= 113.013.0' 12" PIC INV= 102.8' (A) 12" PIC INV= 102.8' (8) , / KInTCC'. 1. SILT FENCE SHALL BE INSTALLED IN ALL NON PAVED AREAS. IN PAVED AREAS, COMPOST SOCKS SHALL BE INSTALLED. MANHOLE 2. CONTRACTOR SHALL INSTALL CONSTRUCTION ,'NOW INV= 99.1' EXIT AT ALL SITE ACCESS POINTS. 3. ALL TREES TO REMAIN SHALL BE PROTECTED WITH TREE PROTECTION FENCING. 4. ANY DISTURBED AREA LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGER SHALL BE STABILIZED WITH MULCHING AND TEMPORARY SEEDING WITH THE EXCEPTION OF AGRICULTURAL fAlllN #or£ A/ARY FIELDS WHICH ONLY NEED STABILIZATION TO isavmw THE EXTENT REQUIRED TO AVOID TOP SOIL MIX J18B PAW IM Para -sal WASHING AWAY. 5. ALL DISTURBED AREA SHALL BE PERMANENTLY STABILIZED WITH PERMANENT SEEDING UPON COMPLETION OF CONSTRUCTION ACTIVITIES. 6. CONTRACTOR SHALL NOT PARK VEHICLES OR EXISTING PNG REFUEL WITHIN 125' OF EXISTING PERMANENT EASEMENT WATERBODIES UNLESS SECONDARY CONTAINMENT MEASURES ARE IMPLEMENTED. EXISTING PNG LINE 67 o \ ok� oy \ \ o 0% \ \ NDERGROUND GAS ti� \ SUER LEGEND: \ \ t PROPERTY LINE \ 2 o \ TEMPORARY SILT N/P \ oy ti� \ o FENCE C-02 -- J 290 MARY SUE FALLIN LIMITS OF DISTURBANCE 118.00 \. \ \ STREAM BOpI 3/6Q PACE 16b Puri -ter \ , TEMPORARY 1 CONSTRUCTION C-025-0001290 \ \ ENTRANCE �J \ \ \5EWO SFWB SILT FENCE WATTLE 3 \ \ R'M= BREAK C-025-0001290 -SUES LIMITS OF DISTURBED AREA PIPELINE PROJECT: 25.61 AC _ N LI I oy LINE - SUWB I 5" RCP UNKNOWN WHERE OTHER \ END IS LOCATED INV= 111.8' pr Gp 0 60 120 PRELIMINARY - NOT 1 1IN=60FT FOR CONSTRUCTION 90% DESIGN SUBMITTAL PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 NO. DATE REVISION(S) DESCRIPTION BY I CHK APPD I DESCRIPTION APPROVALS Piedmont I DUKE 0111 4 ENERGY_-. Natural Gas COPYRIGHT 2018 LINE 475 RELOCATION - PIPELINE FALLIN BLVD ES&PC PLAN GOLDSBORO, NORTH CAROLINA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA A 08-11-2020 60% DESIGN SUBMITTAL HEC CDWCAM AREA CODE - DATE N/A INITIALS N/A REGIONAL ENGINEER B 10-02-2020 90% DEISGN SUBMITTAL ABR JTG CAM ACCOUNT NUMBER - C 12/11/2020 REVISED 90% DESIGN SUBMITTAL LLO JTG CAM PROJECT NUMBER 0231540 DATE N/A INITIALS N/A MGR TECH REC & STD DRAWING BY - ISTATION ID DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS JTG SHEET(S) X OF X I DWG SCALE AS NOTED DWG DATE 12/11/2020 SUPERSEDED DRAWING NUMBER REVISION PNG-C-025-0001285 C DISCIPLINE / RESOURCE CENTER / LINE NUMBER TEMPORARY 5��ooc CONSTRUCTION `_ 101.00 NIF MARY SUE FALLI ENTRANCE, SEE \ 101,00 (101,00) DETAIL 1 ON SHEET \ 3529048073 PNG-C-025-0001290 ° I / BOOK 3468 PAGE q18 PLAT L-40i NL / \/ �-LOD PLAT K-25F EASEMENT BOOK 741 PAGE Z / 0y3ft O ---LO LOD-----LOD-----LOD-----LOD — — — — 0.16 /o b. OG��e v0P5 �P 0 0 2+00 3+00 - 4+00 ' EXISTING PNG LINE 67/ o o mA� 46' �/ t' �° �o �� gip. —LO-D 8----- LOD �� 0 OHW OH \V �HW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW , °H EXISTING CAROLINA POWER OHW OHW OHW OHW OHW OHW AND LIGHT COMPANY CAROLINA POWER AND LIGHT COMPANY EASEMENT \ / / 70' WIDE EASEMENT 70' WIDE PLAT L-401 30' OHW O Q�. HI OHW- // NIF D C� 2 r z m z m U) m m 0_0 \ NIF \ SOUTHWEST INVESTORS GROUP LLC \ 103.00 (103.00) J52915776J V BOOK 2842 PAGE 135 (NAME CHANGE) BOOK 1800, PAGE 184 \ PLA T 1-294 PLAT B-94 \ NO EASEMENT ON L TC JD CLOD CLOD \ �_p 13 0 co 14+00 Oct., 15+00 MATCH LINE 21+50 w 'LODE WETLANDS 2 M ";W _ MATCH LINE THIS SHEET - A 5+00 6+00 OHW - /ejOHW - 2F 4- OHW ACCESS FROM LAYDOWN YARD - OHW - OHW .0-1 �LpD pD �i100' i 1g+00 �x00 �' \(i� i A7+00 L C g+00 �cp. L D o L D /V/F i SOUTHEAST INVESTORS Q� GROUP LLC i 104,00 (104, 00) i 3529235465 i BOOK 2842, PAGE 135 i (NAME CHANGE) L D BOOK 1800, PAGE 184 TEMPORARY SILT FENCE, TYP EXCEPTION BOOK 1175 PA GE 78 PLAT B-94 NO RECORD INFORMA TION FOUND \ NO EASEMENT \LTC OR PROVIDED FOR CP&L EASE)\T \ IN THIS AREA/ \ 0 OHW - OHW LOI to 7+00 8+00 OHw TEMPORARY SILT FENCE, TYP OHW _ - OHW MEN OHW OHW ,21+00 s<<' i--- LODE--7 LUU— \ EXISTING ATLANTIC NORTH— CAROLINA RAILROAD JURISDICTIONAL DITCH R/W 200' WIDE j I I _J C�\ \ \ ILA -7/ �� /\\ \ \ 14+00L \\ I I, 2 0 2 +00 \ III I / 27+00 28+00 29+00 \ /I \ 30+00 31 JOIN- - — — — \ y I 0.56% 4_43 / ��o I' o 'z__ 0.34% ao-I CIO] _ --aO_I TEMPORARY SILT FENCE, TYP \ \ \ \ \ V \I N/F I \\\\ \\ \ \ o\ COUNTY OF WAYNE I \\ \\ \ I (105, 00) \ \ ' y z \ OOK 1309, PAGE 859 I \ \\ \ \� \ PLAT L D DITCH JURISDICTIONAL OD— —001 0 001 --- —4] %� \ z \ TEMPORARY SILT FENCE, TYP \\\\ 103.00 NIF SOUTHWEST INVESTORS GROUP LLC 103.00 (103, 00) J52913776J BOOK 2842 PAGE 155 (NAME CHANGE) BOOK 1800, PAGE 184 PLAT 1-294 PLAT B-94 NO EASEMENT ON L TC ---LOD -- --LOD — — — LOD 0,4 9 o D c� 9+00 10+00 11+00 c LO z T m o -A A A + LOD----- LOD----- LOD----- LOD— v, 0 NO RECORD INFORMA TION FOUND OR PROVIDED FOR CP&L EASEMENT OHW ,.". IN THIS AREA OHW �� OHW OHW OHW OHW OHW OHW OHW MATCH LINE THIS SHEET - A 0 115 1 °Nw 1 w 1 ACCESS FROM °"w\ LAYDOWN YARD Z NON -JURISDICTIONAL DITCH V� APPROXIMATELY 6 ACRE LAYDOWN YARD UNDER SEPARATE PERMIT 1. CONTRACTOR SHALL INSTALL CONSTRUCTION EXIT AT ALL SITE ACCESS POINTS. 2. ALL TREES TO REMAIN SHALL BE PROTECTED WITH TREE PROTECTION FENCING. 3. ANY DISTURBED AREA LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGER SHALL BE STABILIZED WITH MULCHING AND TEMPORARY SEEDING WITH THE EXCEPTION OF AGRICULTURAL FIELDS WHICH ONLY NEED STABILIZATION TO THE EXTENT REQUIRED TO AVOID TOP SOIL WASHING AWAY. SEE DETAIL 1, SHEET C-025-0001291. 4. STABILIZE ALL DISTURBED AREAS OUTSIDE OF THE CULTIVATED FIELD WITH PERMANENT SEEDING IN ACCORDANCE WITH DETAIL 2, SHEET C-025-0001291. ALL OTHER DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITIONS AS A CULTIVATED FIELD; PERMANENT SEEDING WILL NOT BE UTILIZED. 5. REFER TO SITE PLAN PNG-C-025-0001280 FOR OVERALL LIMITS OF DISTURBANCE, HDD ENTRY AND EXIT WORKSPACE, AND TEMPORARY AND PERMANENT ACCESS ROADS. 6. CONTRACTOR SHALL CLEAR TREES TO STUMPS ONLY (GROUND LEVEL OR WATERLINE); NO GRUBBING IN HDD REQUIRED. CONTRACTOR SHALL PULL ALL CUT MATERIAL OUT OF HDD ROW AND DISPOSE OF AS DIRECTED BY COMPANY. HAND CLEARING IS ALLOWED. IF EQUIPMENT IS USED, MATTING AND EROSION CONTROL MEASURES SHALL BE IN PLACE TO SATISFACTION OF COMPANY. LEGEND: u+UU 0 BURNS& McDONNELL CONSULTANTS, INC. STATE LICENSE # C-14W PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 CLAUDE A McMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL047852 PROFESSIONAL ENG/ARCHSTAMP NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS I Piedmont DUKE r6l � ENERGY. Natural Gas COPYRIGHT 2018 LINE 475 DOT RELOCATION - PIPELINE ES&PC PLAN GOLDSBORO, NORTH CAROLINA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA A 08-11-2020 60% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE NIA INITIALS N/A REGIONAL ENGINEER B 09-23-2020 90% DESIGN SUBMITTAL ABR JTG CAM ACCOUNT NUMBER - C 12-11-2020 REVISED 90% DESIGN SUBMITTAL LLO JTG CAM PROJECT NUMBER 0231540 DATE NIA INITIALS N/A MGR TECH REC &STD DRAWING BY - STATION ID DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS JTG PROPERTY LINE 2 1 TEMPORARY SILT FENCE C-025-0001290 LIMITS OF DISTURBANCE STREAM TEMPORARY 1 CONSTRUCTION C-025-0001290 ENTRANCE WETLANDS - I PROPOSED 8" PIPELINE LIMITS OF DISTURBED AREA PIPELINE PROJECT: 25.61 AC POINT OF CONTACT (MAINTENANCE): DENNIS ROBERTSON 803-917-6577 PRELIMINARY - NOT 50 100 FOR CONSTRUCTION 1IN = 50FT 90% DESIGN SUBMITTAL SHEET(S) X OF X I DWG SCALE AS NOTED DWG DATE 12/11/2020 SUPERSEDED DRAWING NUMBER REVISION PNG-C-025-0001286 C DISCIPLINE / RESOURCE CENTER / LINE NUMBER TEMPORARY SILT FENCE, TYP spa. pb � mb r o oot 'lo �6vj 2d d Z � �s�m Aso TEMPORARY \ — — — — — — 3go�o -----" _ CONSTRUCTION 0.33°0 ENTRANCE, SEE DETAIL 1 ON SHEET PNG-C-025-0001290 I � 1 � I 0. o 4W GO (30 0 a0�7 / o� / BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 CLAUDE A MdVIULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 PROFESSIONAL ENG/ARCH STAMP C,y D C� 2 r_ z m N v, 0 TEMPORARY EXISTINI E 1LIV11 VI%r-1I%1 %JIL1 1 LIVVL, 1 11 N/F COUNTY OF WA YNE (105, 00) BOOK 1509, PAGE 859 PLAT L -57E 105.00 LOT 6 /� 00 _ a0-1---.— QI CHENEY BROS, NC (TITLE) 105.00 (103.05) BOOK 5289, PAGE 669 (MERGER) BOOK 3248, PAGE 215 5529124586 JURISDICTIONAL DITCH PLAT L -57E PLAT L-57 .. MATCH LINE 42+50 qr /W 90' VVI DE c INC. 381 J76 -F -D AInTCC`• 1. CONTRACTOR SHALL INSTALL CONSTRUCTION EXIT AT ALL SITE ACCESS POINTS. 2. ALL TREES TO REMAIN SHALL BE PROTECTED WITH TREE PROTECTION FENCING. 3. ANY DISTURBED AREA LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGER SHALL BE STABILIZED WITH MULCHING AND TEMPORARY SEEDING WITH THE EXCEPTION OF AGRICULTURAL FIELDS WHICH ONLY NEED STABILIZATION TO THE EXTENT REQUIRED TO AVOID TOP SOIL WASHING AWAY. SEE DETAIL 1, SHEET C-025-0001291. 4. STABILIZE ALL DISTURBED AREAS OUTSIDE OF THE CULTIVATED FIELD WITH PERMANENT SEEDING IN ACCORDANCE WITH DETAIL 2, SHEET C-025-0001291. ALL OTHER DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITIONS AS A CULTIVATED FIELD; PERMANENT SEEDING WILL NOT BE UTILIZED. 5. REFER TO SITE PLAN PNG-C-025-0001280 FOR OVERALL LIMITS OF DISTURBANCE, HDD ENTRY AND EXIT WORKSPACE, AND TEMPORARY AND PERMANENT ACCESS ROADS. 6. CONTRACTOR SHALL CLEAR TREES TO STUMPS ONLY (GROUND LEVEL OR WATERLINE); NO GRUBBING IN HDD REQUIRED. CONTRACTOR SHALL PULL ALL CUT MATERIAL OUT OF HDD ROW AND DISPOSE OF AS DIRECTED BY COMPANY. HAND CLEARING IS ALLOWED. IF EQUIPMENT IS USED, MATTING AND EROSION CONTROL MEASURES SHALL BE IN PLACE TO SATISFACTION OF COMPANY. LEGEND: D --- L❑D--- 8+00 9+00 PROPERTY LINE 2 1 TEMPORARY SILT FENCE 1 C-025-0001290 LIMITS OF DISTURBANCE STREAM 1 TEMPORARY CONSTRUCTION ENTRANCE C-025-0001290 PROPOSED 8" PIPELINE (�s Fwe SILT FENCE WATTLE BREAK 3 - - C-025-0001290 COIR WATTLE 3 C-025-0001291 LIMITS OF DISTURBED AREA PIPELINE PROJECT: 25.61 AC POINT OF CONTACT (MAINTENANCE): DENNIS ROBERTSON 803-917-6577 0 /\IJ I IIVV V I ILA I I 1--P'%%7LIVILIV I GV VVIVL 1 � PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS Piedmont �� DUKE 0111 4 ENERGY. Natural Gas COPYRIGHT 2018 LINE 475 DOT RELOCATION - PIPELINE ES&PC PLAN GOLDSBORO, NORTH CAROLINA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA A 08-11-2020 60% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE NIA INITIALS N/A REGIONAL ENGINEER B 09-23-2020 90% DESIGN SUBMITTAL ABR JTG CAM ACCOUNT NUMBER - C 12-11-2020 REVISED 90% DESIGN SUBMITTAL LLO JTG CAM PROJECT NUMBER 0231540 DATE NIA INITIALS N/A MGR TECH REC & STD DRAWING BY - STATION ID DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS JTG PRELIMINARY - NOT 50 100 FOR CONSTRUCTION 1IN = 50FT 90% DESIGN SUBMITTAL SHEET(S) X OF X I DWG SCALE AS NOTED DWG DATE 12/11/2020 SUPERSEDED — DRAWING NUMBER REVISION P N G-C-025-0001287 C DISCIPLINE / RESOURCE CENTER / LINE NUMBER Maj i APPROXIMATE LOCATION 107.00 (103.06) BOOK 3280, PAGE 381 BOOK .3280, PAGE .376 PLAT 0 PAGE 52-F / TRACT 2B PLAT M PAGE 56-D \ J519915801 R LOT 22C PLAT SLIDE M PAGE 56-D DEED BOOK 2567, PAGE 523 TRACT NO. 2 �OO� � �— AI�ITCC- 1. CONTRACTOR SHALL INSTALL CONSTRUCTION EXIT AT ALL SITE ACCESS POINTS. 2. ALL TREES TO REMAIN SHALL BE PROTECTED WITH TREE PROTECTION FENCING. 3. ANY DISTURBED AREA LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGER SHALL BE STABILIZED WITH MULCHING AND TEMPORARY SEEDING WITH THE EXCEPTION OF AGRICULTURAL FIELDS WHICH ONLY NEED STABILIZATION TO THE EXTENT REQUIRED TO AVOID TOP SOIL WASHING AWAY. SEE DETAIL 1, SHEET C-025-0001291. 4. STABILIZE ALL DISTURBED AREAS OUTSIDE OF THE CULTIVATED FIELD WITH PERMANENT SEEDING IN ACCORDANCE WITH DETAIL 2, SHEET C-025-0001291. ALL OTHER DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITIONS AS A CULTIVATED FIELD; PERMANENT SEEDING WILL NOT BE UTILIZED. 5. REFER TO SITE PLAN PNG-C-025-0001280 FOR OVERALL LIMITS OF DISTURBANCE, HDD ENTRY AND EXIT WORKSPACE, AND TEMPORARY AND PERMANENT ACCESS I ROADS. 108.00 HARRY � MOLLIE LLC 6. CONTRACTOR SHALL CLEAR TREES TO STUMPS ONLY 108 (108,00) (GROUND LEVEL OR WATERLINE); NO GRUBBING IN HDD 55199054592 2 11, AGE 4154591 REQUIRED. CONTRACTOR SHALL PULL ALL CUT MATERIAL BOOK 2811, PAGE 413 PLAT J-234 (REMAINDER of TRACT 3) OUT OF HDD ROW AND DISPOSE OF AS DIRECTED BY EASEMENTS ' BOOK 2135, PAGE 432 COMPANY. HAND CLEARING IS ALLOWED. IF EQUIPMENT IS BOOK 1206, PAGE 206 USED, MATTING AND EROSION CONTROL MEASURES SHALL �O% BOOK 825, PAGE 626 Gb BOOK 828, PAGE 694 I BE IN PLACE TO SATISFACTION OF COMPANY. 68+00 CO 69+00 NC 00 / 1 i col 70+0 2 i 001 60�M� ��° 71+00 i RicH7 D °RC Y � p I� \ SLAT + � °°�� --- \� � aoi�� U' .�� z z h �� + o �� w 22C \ 'A 'Rc ono �QCXWAT ---__— PA�DCCAAOCATj0V �� Q O �0) _ C PACE N/E HARRY & MOLLI LLC 108.00 108 (108, 00) 35799054592 A 1 FCC PERENNIAL STREAM 01 ND 35 99054591 BOOK 2811, PAGE 413 I I - I PLAT J-234 (REMAINDER OF TRACT 5) 1 1 1 1 O EASEMENTS I 1 ' I- I ! O BOOK 2135, PAGE 452 BOOK 1206, PAGE 206 TEMPORARY CONSTRUCTION — — TEMPORARY SILT FENCE, TYP BOOK 825 PAGE 626 ENTRANCE SEE DETAIL 1 ON BOOK 828, PAGE 694 3N� SHEET PNG-C-025-0001290 Iwo I I I _ I / �� / �/,WETLANDS 1 - \� --�-- ----- ----- — SFWB 8+00 0 0� ao� aOl —-- �/ F II gFWB NOTE 6 WATTLE BARRIER, TYP LEGEND: t --- L❑D--- 9+00 PROPERTY LINE TEMPORARY SILT FENCE 2 1 C-025-0001290 LIMITS OF DISTURBANCE �J STREAM TEMPORARY CONSTRUCTION L:) ENTRANCE C-025-0001290 N�� WETLANDS 2 TIMBER MATS C-025-0001292 COIR WATTLE 3 C-025-0001291 PROPOSED 8 PIPELINE SILT FENCE WATTLE BREAK 3 C-025-0001290 �� ---a0I-----ao� — — o� -- I 1 , I 1 I I —�—ao� --I — of av CD o� ao�- 1 I _ II I I I i II / �'� _ 72+00 AID 7s+oo 4+00 ��, �5+00 �6+00 I 7s+oo I I I I 9 o i �/ ! I se�oo _ \ + 2 �° 83+00 LIMITS OF DISTURBED AREA r ��N ; I I I I I I Z O ° ' 1 I' IP' I' I I ��_ — — — PIPELINE PROJECT: 25.61 AC — �, , 1 I HWYI70 R/WI= 267' I ao-I--- o� o r_ 3 3 3 3 3 3 3 3 3 J / O Z \ ` --O t -- — -- 1 I I C5 I I I I Q I / / I NIF 00 c+ii \ I I - I I _BENJAMIN FRANK N HDD WPOINT OF CONTACT (MAINTENANCE): O73e7,I Z 1 Z I - I I Z U� �� MOZINGO AND I +aol—� --ao�— — — ao�----- asa " 1go�— r GO---- ao� ��""� HDD E XIT � � o m - I 0 �� C�RG�NIA Moz�NGo I ENTRY o DENNIS ROBERTSON 803-917-6577 - uNOSEY I fl-w I II � � I - I I 0 �� CONTRACTOR SHALL LIMIT o9.00 (111.00) ----------------- - — �F BURNS & McDONNELL CONSULTANTS, INC STATE LICENSE # C-1435 CLAUDE A MdVIULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 PROFESSIONAL ENG/ARCH STAMP (n I (n IPLAT D-6 \ L X I z LU Q p CLEARING TO 20' TOTAL IN )OK 252 ACE 228 ao�----- I I I I- I I w L- U �\ � WETLAND PORTION OF HDD - -01 (10' EACH SIDE OF PIPLINE) — — — — PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS A 08-11-2020 60% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE INITIALS REGIONAL LINE 475 DOT RELOCATION - PIPELINE B 09-23-2020 90% DESIGN SUBMITTAL ABR JTG CAM ACCOUNT NUMBER - NIA N/A ENGINEER C 12-11-2020 REVISED 90% DESIGN SUBMITTAL LLO JTG CAM PROJECT NUMBER 0231540 DATE INITIALS MGR TECH 4nENERGY.DUKE 011INaturalGas Piedmont ES&PC PLAN NIA N/A REC &STD DRAWING BY - DATE INITIALS GOLDSBORO, NORTH CAROLI NA STATION ID PRINCIPAL CHECKER INITIALS JTG 12/11/2020 CAM ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA 50 10o PRELIMINARY - NOT FOR CONSTRUCTION 1IN = 50FT 90% DESIGN SUBMITTAL SHEET(S) X OF X I DWG SCALE AS NOTED DWG DATE 12/11/2020 SUPERSEDED — DRAWING NUMBER REVISION P N G-C-025-0001288 C DISCIPLINE / RESOURCE CENTER / LINE NUMBER BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 CLAUDE A MdVIULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 PROFESSIONAL ENG/ARCH STAMP NI=w1w/ BENJAMIN FRANKLIN MOZINGO AND VIRGINIA MOZINGO L LINDSEY TEMPORARY CONSTRUCTION ENTRANCE WITH 15" CULVERT, SEE DETAILS 1 AND 5 ON C'UCCT mAIr`_ r` nor_ nnn-1Inn 0 000 — — TEMPORARY SILT FENCE, TYP a�Os ° 8j A`\ .00� 0 $5-r0� �/ ��° 88 ry a�koo Q GO N/F \ / BENJAMIN FRANKLIN MOZINGO AND \ \\ VIRGINIA MOZINGO LINDSEY 109.00 (111, 00) JURISDICTIONAL DITCH BOOK 252,. PAGE 228 PLA r D-6 N/F MOZINGO J C HEIRS )TCE) 5518797453 BOOK 524. PAGE 271 '--1 -I_ " PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY s6UF\ F aFATioN00cA iNc RC F L 3 00 nn062 a4 O N/F _, ' /NS MARVIN E 0 00 (174, 00) BO h°E852, PAGE 591 J518696591 PLAT 0-27C EASEMENT BOOK 1136, PAGE 619 z— _ a ins - 3Nn J313 nInTCc- 1. CONTRACTOR SHALL INSTALL CONSTRUCTION EXIT AT ALL SITE ACCESS POINTS. 2. ALL TREES TO REMAIN SHALL BE PROTECTED WITH TREE PROTECTION FENCING. 3. ANY DISTURBED AREA LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGER SHALL BE STABILIZED WITH MULCHING AND TEMPORARY SEEDING WITH THE EXCEPTION OF AGRICULTURAL FIELDS WHICH ONLY NEED STABILIZATION TO THE EXTENT REQUIRED TO AVOID TOP SOIL WASHING AWAY. SEE DETAIL 1, SHEET C-025-0001291. 4. STABILIZE ALL DISTURBED AREAS OUTSIDE OF THE CULTIVATED FIELD WITH PERMANENT SEEDING IN ACCORDANCE WITH DETAIL 2, SHEET C-025-0001291. ALL OTHER DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITIONS AS A CULTIVATED FIELD; PERMANENT SEEDING WILL NOT BE UTILIZED. 5. REFER TO SITE PLAN PNG-C-025-0001280 FOR OVERALL LIMITS OF DISTURBANCE, HDD ENTRY AND EXIT WORKSPACE, AND TEMPORARY AND PERMANENT ACCESS ROADS. 6. CONTRACTOR SHALL CLEAR TREES TO STUMPS ONLY (GROUND LEVEL OR WATERLINE); NO GRUBBING IN HDD REQUIRED. CONTRACTOR SHALL PULL ALL CUT MATERIAL OUT OF HDD ROW AND DISPOSE OF AS DIRECTED BY COMPANY. HAND CLEARING IS ALLOWED. IF EQUIPMENT IS USED, MATTING AND EROSION CONTROL MEASURES SHALL BE IN PLACE TO SATISFACTION OF COMPANY. LEGEND: t PROPERTY LINE 2 TEMPORARY SILT FENCE C-025-0001290 — — — L❑D — — — LIMITS OF DISTURBANCE PROPOSED 8" PIPELINE 9+00 1 TEMPORARY CONSTRUCTION ENTRANCE C-025-0001290 0 o PROPOSED GRAVEL SURFACE COURSE ROCK PIPE INLET 4 PROTECTION C-025-0001290 N�� LIMITS OF DISTURBED AREA PIPELINE PROJECT: 25.61 AC POINT OF CONTACT (MAINTENANCE): DENNIS ROBERTSON 803-917-6577 0 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 1001 NO. DATE REVISION(S) DESCRIPTION BY I CHK APPD I DESCRIPTION APPROVALS Piedmont �� DUKE 0111 4 ENERGY. Natural Gas COPYRIGHT 2018 LINE 475 DOT RELOCATION - PIPELINE ES&PC PLAN GOLDSBORO, NORTH CAROLI NA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA A 08-11-2020 60% DESIGN SUBMITTAL MJD CNS CAM AREA CODE - DATE NIA INITIALS N/A REGIONAL ENGINEER B 10-02-2020 90% DESIGN SUBMITTAL ABR JTG CAM ACCOUNT NUMBER - C 12-11-2020 REVISED 90% DESIGN SUBMITTAL LLO JTG CAM PROJECT NUMBER 0231540 DATE NIA INITIALS N/A MGR TECH REC & STD DRAWING BY - STATION ID DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS JTG 50 10o PRELIMINARY - NOT FOR CONSTRUCTION 1IN = 50FT 90% DESIGN SUBMITTAL SHEET(S) X OF X I DWG SCALE AS NOTED DWG DATE 12/11/2020 ISUPERSEDED — DRAWING NUMBER REVISION P N G-C-025-0001289 C DISCIPLINE / RESOURCE CENTER / LINE NUMBER INSTALLATION NOTES: —AGGREGATE SIZE: 2-3" DIAMETER WASHED STONE. —PAD THICKNESS: 6" MINIMUM. —PAD WIDTH: 24' MINIMUM. —PAD LENGTH: 100' MINIMUM. —PAD LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES AND ENTRANCES AT CURVES IN PUBLIC ROADS. o � o�0 / 5 a od o FILTRATION GEOTEXTILE TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE SOFT SOIL IS ANTICIPATED) 2-3" DIAMETER WASHED STONE, 6" DEEP MAINTENANCE NOTES: —MONITOR DAILY TO SUPPLEMENT STONE TO ENSURE ENTRANCE FUNCTIONS PROPERLY. —CLEAN ANY MATERIAL TRACKED ONTO PUBLIC ROADWAY IMMEDIATELY. —SCHEDULE ROUTINE SWEEPING AT THE END OF EACH WORK DAY. —WASHING: IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT ARE NOT REMOVED BY VEHICLES TRAVELING OVER THE GRAVEL, THE TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL AREA. A WASH RACK MAY BE USED TO MAKE WASHING STONE MORE CONVENIENT AND EFFECTIVE. Too" MiN�M�M PERSPECTIVE VIEW DETAIL SCALE: NTS GRAVEL CONSTRUCTION ENTRANCE INSTALLATION NOTES: —USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE AND LENGTH OF 10 FT. —EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED. —DO NOT PLACE WATTLE ON TOE OF SLOPE. —OFFSET SLIGHTLY OFF TOE. —USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. —INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND. —PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. —INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. INSET A ISOMETRIC VIEW BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 FILL SLOPE VIEW FROM SLOPE DETAIL 3 SCALE: NTS SILT FENCE WATTLE BREAKS 1"-2" TRENCH SIDE VIEW PLASTIC CAP 6' MAX. WITH WIRE OVER POST INSTALLATION NOTES 4' MAX FOR TROUT WATERS —USE FILTRATION GEOTEXTILE A MINIMUM OF 36" IN WIDTH AND FASTEN ADEQUATELY TO THE POSTS AND WIRE AS DIRECTED. —USE WIRE A MINIMUM OF 32" IN WIDTH AND WITH A MINIMUM MIDDLE AND VERTICAL WIRES OF 6 LINE WIRES WITH 12" STAY SPACING. SHALL BE 121/2 GAUGE MIN. —PROVIDE 5'-0" STEEL POST OF THE SELF —FASTENER ANGLE STEEL TYPE. —FOR MECHANICAL SLICING METHOD INSTALLATION, GEOTEXTILE TOP AND BOTTOM STRAND SHALL BE A MAXIMUM OF 18" ABOVE GROUND SURFACE. SHALL BE 10 GAUGE MIN. T248" MAX. " MIN.) MAINTENANCE NOTES: —REMOVE AND DISPOSE OF SILT ACCUMULATIONS WHEN THE DEPTH REACHES ONE—HALF OF THE HEIGHT OF THE WATTLE. —REPLACE OR CLEAN THE WATTLE AS NEEDED TO ALLOW RUNOFF TO SLOWLY DEWATER THROUGH THE DEVICE BETWEEN RAIN EVENTS. —MONITOR THE WOODEN STAKES AND STAPLES TO ENSURE THAT THE WATTLE REMAINS SECURELY ANCHORED AFTER RAIN EVENTS. —MONITOR THE WATTLE/SILT FENCE OVERLAP TO ENSURE THIS INTERFACE REMAINS SECURELY SEALED AFTER RAIN EVENTS. SILT FENCE POST INSET A DOWNSLOPE STAKE IF7IGI. ...... ...... 1--...--... . GEOTEXTILE. ...-..r-.. r..-..__---...--...--...--1 �..--...__...-- ...--...--...-._..-... MAINTENANCE NOTES: —REMOVE AND DISPOSE OF SILT ACCUMULATIONS WHEN THE IFIIAI IA -- DEPTH REACHES ONE—HALF OF THE HEIGHT OF THE WIRE GEOTEXTILE. —REMOVE AND REPLACE DETERIORATED OR CLOGGED FILTRATION GEOTEXTILE FI LTR EXTENSION OF GEOTEXTILE AND WIRE INTO TRENCH DETAIL 2 SCALE' NTS �� TEMPORARY SILT FENCE 1 DETAIL 4 SCALE: NTS ROCK PIPE INLET PROTECTION Natural Ground STREAM CF PLAN VIEW 12" MIN. r'11 LLr ^r% LLr-7 r'-r^K1r' 1h1 A /1 /1 ^ Mr-%AKIv WITH D ERMINED BY #5 OR #57 STONE, 6" DEPTH (MIN.) ■� , ■► ■ • , -y}. �i� ti'C•L�ii L�iLT �'C �i� ti'C. ..... 10.1 GROUND - . r,,, `��: ��•��•• • • • • �•��i�� -��_' .:vim -. _ CLASS B STONE GEOTEXTILE FOR \ / I _ _ I \- CROSS PIPE(S) (SEE NOTE) DRAINAGE VAR. . DOUBLE WALL CORRUGATED METAL PIPE NOTE: ROCK PIPE INLET PROTECTION CONSTRUCTION NOTES: 1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL. 2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND THE PIPE INLET. THE STONE SHOULD BE BUILT UP HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUM CREST WIDTH OF THE RIPRAP SHOULD BE 3 FEET, WITH A MINIMUM BOTTOM WIDTH OF 11 FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT LOWER THAN THE SHOULDER OF THE EMBANKMENT OR DIVERSIONS. 3. A 1 FOOT THICK LAYER OF NCDOT #5 OR #57 STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP. 4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE HORSESHOE 18 INCHES BELOW NATURAL GRADE. 5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH GROUND COVER. ROCK PIPE INLET PROTECTION MAINTENANCE NOTES: 1. INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. 2. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY. 3. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER (SURFACE STABILIZATION). SECTION A -A NOT TO SCALE 1. PIPE(S) FOR TEMPORARY STREAM CROSSING SHALL BE DESIGNED TO PASS THE PEAK OR BANKFULL FLOW, WHICHEVER IS LESS, FROM A 2-YEAR PEAK STORM, WITHOUT OVER TOPPING. DETAIL 5 SCALE: NTS TEMPORARY STREAM CROSSING PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 CLAUDE A MCMULLAN 07/31i2020 NORTH CAROLINA SEAL047852 NO.1 DATE REVISION(S) DESCRIPTION A 08-11-2020 60% DESIGN SUBMITTAL B IC 10-02-2020 90% DESIGN SUBMITTAL 12-11-2020 REVISED 90% DESIGN SUBMITTAL PROFESSIONAL ENG/ARCH STAMP PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL BY CHK JAPPID DESCRIPTION APPROVALS Piedmont ,f*N DUKEr6111 � ENERGY: Natural Gas COPYRIGHT 2018 LINE 475 DOT RELOCATION - PIPELINE ES&PC DETAILS GOLDSBORO NORTH CAROLINA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA SHEET(S) X OF X DWG SCALE NONE LNR CNS CAM AREA CODE - DATE N/A NITIALS NIA REGIONAL ENGINEER DWG DATE 12111/2020 SUPERSEDED ABR JTG CAM ACCOUNT NUMBER - LLO JTG CAM PROJECT NUMBER 0228178 DATE N/A INITIALS NIA MGR TECH REC&STD DRAWING NUMBER P N G - C- 025-0001290 REVISION C DRAWING BY - STATION ID DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS JTG DISCIPLINE / RESOURCE CENTER / LINE NUMBER seeding mixture species Rate (lb/acre) Rye (grain) 120 Annual lespedeza (Kobe in Piedmont and Coastal Plain, Korean in Mountains) 50 Omit annual lespedeza when duration of temporary cover is not to extend beyond June. seeding dates Mountains —Above 2500 feet: Feb. 15 - May 15 Below 2500 feet: Feb. 1- May 1 Piedmont —Jan. 1 - May 1 Coastal Plain —Dec. 1 - Apr. 15 soil amendments Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer. mulch Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, nettin or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. maintenance Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other damage. seeding mixture species German millet Rate (lb/acre) 40 In the Piedmont and Mountains, a small -stemmed Sudangrass may be I substituted at a rate of 50 lb/acre. seeding dates Mountains —May 15 - Aug. 15 Piedmont —May 1 - Aug. 15 Coastal Plain —Apr. 15 - Aug. 15 soil amendments Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer. mulch Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. maintenance Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other damage. seeding mixture species Rye (grain) Rate (lb/acre) 120 seeding dates Mountains —Aug. 15 - Dec. 15 Coastal Plain and Piedmont —Aug. 15 - Dec. 30 soil amendments Follow soil tests or apply 2,000 lb/acre ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer. mulch Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. maintenance Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre of nitrogen in March. If it is necessary to extent temporary cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in late February or early March. BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 TEMPORARY SEEDING NOTES: 1. COMPLETE GRADING BEFORE PREPARING SEEDBEDS, AND INSTALL ALL NECESSARY EROSION CONTROL PRACTICES SUCH AS, DIKES, WATERWAYS, AND BASINS. MINIMIZE STEEP SLOPES BECAUSE THEY MAKE SEEDBED PREPARATION DIFFICULT AND INCREASE THE EROSION HAZARD. IF SOILS BECOME COMPACTED DURING GRADING, LOOSEN THEM TO A DEPTH OF 6-8 INCHES USING A RIPPER, HARROW, OR CHISEL PLOW. SEEDBED PREPARATION 2. GOOD SEEDBED PREPARATION IS ESSENTIAL TO SUCCESSFUL PLANT ESTABLISHMENT. A GOOD SEEDBED IS WELL -PULVERIZED, LOOSE, AND UNIFORM. WHERE HYDROSEEDING METHODS ARE USED, THE SURFACE MAY BE LEFT WITH A MORE IRREGULAR SURFACE OF LARGE CLODS AND STONES. 3. LIMING —APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF THE SOIL IS NOT KNOWN, AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE OF 1 TO 1 1/2 TONS/ACRE ON COARSE -TEXTURED SOILS AND 2-3 TONS/ACRE ON FINE -TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE LIMED. 4. FERTILIZER —BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE, APPLY A 10-10-10 GRADE FERTILIZER AT 700-1,000 LB/ACRE. BOTH FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION. 5. SURFACE ROUGHENING —IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING (PRACTICE 6.03, SURFACE ROUGHENING). PLANT SELECTION 6. SELECT AN APPROPRIATE SPECIES OR SPECIES MIXTURE FROM TABLE 6.10A FOR SEEDING IN LATE WINTER AND EARLY SPRING, TABLE 6.10B FOR SUMMER, AND TABLE 6.10C FOR FALL. 7. IN THE MOUNTAINS, DECEMBER AND JANUARY SEEDINGS HAVE POOR CHANCES OF SUCCESS. WHEN IT IS NECESSARY TO PLANT AT THESE TIMES, USE RECOMMENDATIONS FOR FALL AND A SECURELY TACKED MULCH. SEEDING 8. EVENLY APPLY SEED USING A CYCLONE SEEDER (BROADCAST), DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER. USE SEEDING RATES GIVEN IN TABLES 6.10A-6.10C. BROADCAST SEEDING AND HYDROSEEDING ARE APPROPRIATE FOR STEEP SLOPES WHERE EQUIPMENT CANNOT BE DRIVEN. HAND BROADCASTING IS NOT RECOMMENDED BECAUSE OF THE DIFFICULTY IN ACHIEVING A UNIFORM DISTRIBUTION. 9. SMALL GRAINS SHOULD BE PLANTED NO MORE THAN 1 INCH DEEP, AND GRASSES AND LEGUMES NO MORE THAN 1/2 INCH. BROADCAST SEED MUST BE COVERED BY RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER OR CULTIPACKER. HYDROSEEDED MIXTURES SHOULD INCLUDE A WOOD FIBER (CELLULOSE) MULCH. MULCHING 10. THE USE OF AN APPROPRIATE MULCH WILL HELP ENSURE ESTABLISHMENT UNDER NORMAL CONDITIONS, AND IS ESSENTIAL TO SEEDING SUCCESS UNDER HARSH SITE CONDITIONS (PRACTICE 6.14, MULCHING). HARSH SITE CONDITIONS INCLUDE: • SEEDING IN FALL FOR WINTER COVER (WOOD FIBER MULCHES ARE NOT CONSIDERED ADEQUATE FOR THIS USE), • SLOPES STEEPER THAN 3:1, • EXCESSIVELY HOT OR DRY WEATHER, • ADVERSE SOILS (SHALLOW, ROCKY, OR HIGH IN CLAY OR SAND), AND • AREAS RECEIVING CONCENTRATED FLOW. 11. IF THE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATER FLOW, AS IN CHANNELS, ANCHOR MULCH WITH NETTING (PRACTICE 6.14, MULCHING). TEMPORARY SEEDING MAINTENANCE NOTES: 1. RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. DETAIL SCALE: NTS TEMPORARY SEEDING PERMANENT SEEDING SCHEDULE: THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE USED SHALL BE DETERMINED. ALL RATES ARE IN POUNDS PER ACRE. i I.1 Intel : `e.T1141i601191i 50# TALL FESCUE 10# CENTIPEDE 25# BERMUDAGRASS (HULLED) 500# FERTILIZER 4000# LIMESTONE PERMANENT SEEDING NOTES: A21a921►yl1:3:1:I09a:1Gt11.1say&% 50# TALL FESCUE 10# CENTIPEDE 35# BERMUDAGRASS (UNHULLED) 500# FERTILIZER 4000# LIMESTONE SOIL PREPARATION 1. PROPER SOIL PREPARATION IS NECESSARY FOR SUCCESSFUL SEED GERMINATION AND ROOT ESTABLISHMENT. IT IS ALSO NECESSARY FOR ESTABLISHMENT OF ROOTED SPRIGS, SOD AND WOODY PLANTS. HEAVILY COMPACTED SOILS PREVENT AIR, NUTRIENTS AND MOISTURE FROM REACHING ROOTS THEREBY RETARDING OR PREVENTING PLANT GROWTH. THE SUCCESS OF SITE STABILIZATION AND REDUCTION OF FUTURE MAINTENANCE ARE DEPENDENT ON AN ADEQUATELY PREPARED SOIL BED. FOLLOWING ARE THE REQUIREMENTS FOR PREPARATION OF AREAS TO BE VEGETATED BY GRASSING, SPRIGGING, SODDING, AND/OR PLANTING OF WOODY PLANTS: GENERAL REQUIREMENTS: 2. PREPARATION FOR PRIMARY/PERMANENT STABILIZATION SHALL NOT BEGIN UNTIL ALL CONSTRUCTION AND UTILITY WORK WITHIN THE PREPARATION AREA IS COMPLETE. HOWEVER, IT MAY BE NECESSARY TO PREPARE FOR NURSE CROPS PRIOR TO COMPLETION OF CONSTRUCTION AND INSTALLATION OF UTILITIES. 3. A NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOILS TEST (OR EQUAL) SHALL BE OBTAINED FOR ALL AREAS TO BE SEEDED, SPRIGGED, SODDED OR PLANTED. RECOMMENDED FERTILIZER AND PH ADJUSTING PRODUCTS SHALL BE INCORPORATED INTO THE PREPARED AREAS AND BACKFILL MATERIAL PER THE TEST. 4. ALL AREAS TO BE SEEDED OR PLANTED SHALL BE TILLED OR RIPPED TO A DEPTH SPECIFIED ON THE APPROVED PLANS, CONSTRUCTION SEQUENCE AND/OR CONSTRUCTION BID LIST. RIPPING CONSISTS OF CREATING FISSURES IN A CRISS-CROSS PATTERN OVER THE ENTIRE SURFACE AREA, UTILIZING AN IMPLEMENT THAT WILL NOT GLAZE THE SIDE WALLS OF THE FISSURES. SITE PREPARATION THAT DOES NOT COMPLY WITH THESE DOCUMENTS SHALL NOT BE ACCEPTABLE. THE DEPTH OF SOIL PREPARATION MAY BE ESTABLISHED AS A RANGE BASED ON THE APPROVAL OF THE REVIEWING STATE OR LOCAL AGENCY. ONCE TILLED OR RIPPED ACCORDING TO THE APPROVED PLAN, ALL AREAS ARE TO BE RETURNED TO THE APPROVED FINAL GRADE. PH MODIFIERS AND/OR OTHER SOIL AMENDMENTS SPECIFIED IN THE SOIL TESTS CAN BE ADDED DURING THE SOIL PREPARATION PROCEDURE OR AS DESCRIBED BELOW. 5. ALL STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS, AND OTHER EXTRANEOUS MATERIALS THAT SURFACE DURING THE BED PREPARATION SHALL BE REMOVED. AREAS TO BE SEEDED: 6. TILL OR DISC THE PREPARED AREAS TO BE SEEDED TO A MINIMUM DEPTH OF FOUR (4) INCHES. REMOVE STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS AND OTHER EXTRANEOUS MATERIALS THAT SURFACE. IF NOT INCORPORATED DURING THE SOIL PREPARATION PROCESS, ADD PH MODIFIER AND FERTILIZERS AT THE RATE SPECIFIED IN THE SOIL TEST REPORT. 7. RE -COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER. THE FINISHED GRADE SHALL BE A SMOOTH EVEN SOIL SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE. ALL RIDGES AND DEPRESSIONS SHALL BE REMOVED AND FILLED TO PROVIDE THE APPROVED SURFACE DRAINAGE. SEEDING OF GRADED AREAS IS TO BE DONE IMMEDIATELY AFTER FINISHED GRADES ARE OBTAINED AND SEEDBED PREPARATION IS COMPLETED. AREAS TO BE SPRIGGED, SODDED, AND/OR PLANTED: 8. AT THE TIME OF PLANTING TILL OR DISC THE PREPARED AREAS TO A DEPTH OF FOUR (4) TO SIX (6) INCHES BELOW THE APPROVED FNISHED GRADE. REMOVE ALL STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS AND OTHER EXTRANEOUS MATERIALS THAT SURFACE. IF NOT INCORPORATED IN THE RIPPING PROCESS, ADD PH MODIFIER, FERTILIZER, AND OTHER RECOMMENDED SOIL AMENDMENTS. 9. RE -COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER AND PREPARE FNAL GRADES AS DESCRIBED ABOVE. INSTALL SPRIGS, SOD AND PLANTS AS DIRECTED IMMEDIATELY AFTER FINE GRADING IS COMPLETE. MULCH, MAT AND/OR TACK AS SPECIFIED. DETAIL 2 SCALE: NTS PERMANENT SEEDING ISOMETRIC VIEW FRONT VIEW INSTALLATION NOTES: —USE MINIMUM 18 IN. NOMINAL DIAMETER EXCELSIOR WATTLE AND LENGTH OF 10 FT. —EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED. —DO NOT PLACE WATTLES ON TOE OF SLOPE. —USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. —INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND. —PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. —INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. —FOR BREAKS ALONG LARGE SLOPES (HEIGHT OF 15' OR MORE MEASURED ALONG THE SLOPE), USE MAXIMUM SPACING OF 25 FT. SEE INSET A INSET A FI FI LL MAINTENANCE NOTES: —REMOVE AND DISPOSE OF SILT ACCUMULATIONS WHEN THE DEPTH REACHES ONE—HALF OF THE HEIGHT OF THE WATTLE. —REPLACE OR CLEAN THE WATTLE AS NEEDED TO ALLOW RUNOFF TO SLOWLY DEWATER THROUGH THE DEVICE BETWEEN RAIN EVENTS. —MONITOR THE WOODEN STAKES AND STAPLES TO ENSURE THAT THE WATTLE REMAINS SECURELY ANCHORED AFTER RAIN EVENTS. and Specifications Definition A to " X x ' x' ` >z > '' _ combination ridge and channel - - constructed acr ss sloping la�DOWNSLOPE on a predetermined grade. 18' WATTLE STAKE Purpose To protect work areakfprWMWope runoff, and to divert sediment -laden water to appropriate traps or sta a out ets. Conditions Where This practice applies to construction areas where runoff can be diverted and Practice Applies disposed of properly to control erosion, sedimentation, or flood damage. Specific locations and conditions include: • above disturbed existing slopes, and above cut or fill slopes to prevent runoff over the slope; • across unprotected slopes, as slope breaks, to reduce slope length; • below slopes to divert excess runoff to stabilized outlets; • where needed to divert sediment -laden water to sediment traps; DETAIL3• at r near the perimeter of the construction area to keep sediment from SCALE: NTS ing the site; and above disturbed areas before stabilization to prevent erosion, and maintain WATTLE BARRIER **-� acceptable working conditions. • Temporary diversions may also serve as sediment traps when the site has been overexcavated on a flat grade; they may also be used in conjunction with a sediment fence. PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 CLAUDEA McMULLAN NO.1 DATE REVISION(S) DESCRIPTION BY CHK APPD I DESCRIPTION APPROVALS 07/31i2020 NORTH CAROLINA A 08-11-2020 60% DESIGN SUBMITTAL LNR CNS CAM AREA CODE - DATE N/A INITIALS NIA REGIONAL ENGINEER B 10-02-2020 90% DESIGN SUBMITTAL ABR JTG CAM ACCOUNT NUMBER - SEAL047852 C 12-11-2020 REVISED 90% DESIGN SUBMITTAL LLO JTG CAM PROJECT NUMBER 0228178 DATE N/A INITIALS N/A MGR TECH REC & STD DRAWING BY - PROFESSIONALENG/ARCH STAMP STATION ID I DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER I I ICHECKER INITIALS I JTG LINE 475 DOT RELOCATION - PIPELINE � DUKEr6111 Piedmont ES&PC DETAILS 'WENERGY,, Natural Gas GOLDSBORO NORTH CAROLINA COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL SHEET(S) X OF X I DWG SCALE DWG DATE 12/11/2020 ISUPERSEDED DRAWING NUMBER P N G-C-025-0001291 DISCIPLINE / RESOURCE CENTER / LINE NUMBER NONE REVISION C ;\\� �� WATERBODY PROFILE VIEW 1 0 PROFILE VIEW 2 SEE NOTE 9 SEE NOTE 4 ---------------- PROFILE VIEW 1 1. THIS TYPE OF BRIDGE IS GENERALLY USED ON NARROW CROSSINGS, LESS THAN 20 FEET WIDE WITH APPROPRIATE BANK CONFIGURATION. MULTIPLE MATS MAY BE LAYERED FOR HEAVIER EQUIPMENT CROSSINGS. 2. BRIDGE IS ANCHORED AND/OR TIED OFF TO ANCHOR BLOCKS FOR STABILITY. BRIDGE SHOULD 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 WHEREVER FEASIBLE. ENSURE ADEQUATE FREEBOARD. AS REQUIRED, ENSURE THAT FILL MATERIAL IF USED DOES NOT SPILL INTO WATERCOURSE INCLUDING REMOVAL OF DIRT FROM DECK DURING OPERATION. V VlI I I LLV I V PIUV I I IIVI ULI\ IVIll1 V. VVL I I VV 1 OVERLAP ON ADJOINING WATTES 4. CONSTRUCT SEDIMENT BARRIERS ACROSS THE ENTIRE CONSTRUCTION R.O.W. TO PREVENT SILT LADEN WATER AND SPOIL FROM FLOWING BACK INTO WATERBODY. BARRIERS MAY BE TEMPORARILY REMOVED TO ALLOW CONSTRUCTION ACTIVITIES BUT MUST BE REPLACED BY MAINTENANCE NOTES: THE END OF EACH WORK DAY. SILT FENCE, COIR WATTLES OR SANDBAGS MAY BE USED INTERCHANGEABLY. 1. REMOVE AND DISPOSE OF SILT ACCUMULATIONS WHEN THE DEPTH REACHES ONE-HALF OF THE HEIGHT OF THE PERIMETER WATTLES. 5. REMOVE BRIDGES AS SOON AS POSSIBLE AFTER PERMANENT SEEDING UNLESS OTHERWISE 2. REPLACE OR CLEAN THE WATTLES AS NEEDED TO ALLOW RUNOFF TO SLOWLY DEWATER THROUGH THE DEVICE BETWEEN DIRECTED BY COMPANY REPRESENTATIVE. THE STRUCTURE IS TO BE REMOVED IF THERE IS RAIN EVENTS. MORE THAN ONE MONTH BETWEEN FINAL GRADING AND SEEDING, AND ALTERNATIVE 3. MONITOR THE WOODEN STAKES AND STAPLES TO ENSURE THAT THE WATTLES REMAIN SECURELY ANCHORED AFTER RAIN EVENTS. ACCESS TO THE CONSTRUCTION R.O.W. IS AVAILABLE. 4. MONITOR DAILY TO SUPPLEMENT / REFURBISH / REPLACE MATS TO ENSURE PROPER FUNCTIONALITY. 5. CLEAN ANY ERODIBLE MATERIAL OR POLLUTANT TRACKED ONTO THE MATS IMMEDIATELY. 6. DISPOSE OF ANY ROCK AS DIRECTED BY COMPANY REPRESENTATIVE. 6. TIMBER MATS AND ALL OTHER MATERIALS SHALL BE COMPLETELY REMOVED DURING FINAL CLEAN-UP. REMOVAL OF THIS STRUCTURE IS NOT CONTINGENT UPON ESTABLISHMENT OF PERMANENT VEGETATION. 7. RESTORE AND STABILIZE BED AND BANKS TO APPROXIMATE PRE -CONSTRUCTION 7. ATTEMPT TO USE NO MORE THAN TWO (2) LAYERS OF TIMBER MATS IN WETLANDS. CONDITIONS. 8. TIMBER MATS SHALL EXTEND A MINIMUM OF 15 FEET OUTSIDE OF WETLAND BOUNDARIES. 9. INSTALL EARTHEN RAMP APPROACHES TO TIMBER MATS. EARTHEN RAMPS TO BE CONSTRUCTED OF UPLAND MATERIAL. 8. TIMBER MATTING BOARDS SHALL BE PLACED IN TWO LAYERS, ONE AFTER ANOTHER ALONG TOP SOIL SHALL NOT BE USED. 10. INSTALL TIMBER MATS IN WORK AREA AS NEEDED. POSITION A SERIES OF TIMBER MATS AS NEEDED TO CREATE A SAFE, THE ENTIRE LENGTH OF BRIDGE SUCH THAT THE TWO LAYERS ARE PERPENDICULAR TO FLAT, WORK AREA. MATS SHALL BE POSITIONED TO BUTT UP AGAINST EACH OTHER AND INTERLOCK OR ATTACH TO EACH EACH OTHER OTHER. 11. EROSION CONTROL DEVICES SHALL BE INSTALLED ADJACENT TO TIMBER MATS AS SHOWN ON THE PLAN DRAWINGS. 9. GEOSYNTHETIC FABRIC SHALL BE PLACED BETWEEN THE TWO PERPENDICULAR LAYERS OF 12. CONTRACTOR SHALL PREVENT THE INTRODUCTION OF UPLAND SOILS OR OTHER MATERIALS INTO WETLANDS. MATS AND WRAPPED UP THE SIDES OF THE TOP MAT. RUNNING BOARDS SHALL BE INSTALLED ALONG THE LENGTH OF BRIDGE TO PREVENT SEDIMENT LOSS OVER THE EDGES OF THE TOP MAT. DETAIL DETAIL 2 SCALE: NTS SCALE: NTS TYPICAL TIMBER MAT WATERBODY BRIDGE TIMBER MATS PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL BURNS&McDONNELLCONSULTANTS, INC. I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY STATE LICENSE # C-1435 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 1001 CLAUDEA McMULLAN NO.1 DATE REVISION(S) DESCRIPTION BY CHK APPD I DESCRIPTION APPROVALS 07/31i2020 NORTH CAROLINA A 08-11-2020 60% DESIGN SUBMITTAL LNR CNS CAM AREA CODE - DATE N/A INITIALS NIA REGIONAL ENGINEER B 10-02-2020 90% DESIGN SUBMITTAL ABR JTG CAM ACCOUNT NUMBER - SEAL047852 C 12-11-2020 REVISED 90% DESIGN SUBMITTAL LLO JTG CAM PROJECT NUMBER 0228178 DATE N/A INITIALS N/A MGR TECH REC & STD DRAWING BY - PROFESSIONALENG/ARCH STAMP STATION ID I DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER I I ICHECKER INITIALS I JTG LINE 475 DOT RELOCATION - PIPELINE rj�DUKE Piedmont ES&PC DETAILS '""ENERGY, Natural Gas GOLDSBORO, NORTH CAROLI NA COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA SHEET(S) X OF X I DWG SCALE DWG DATE 12/11/2020 ISUPERSEDED DRAWING NUMBER P N G-C-025-0001292 DISCIPLINE / RESOURCE CENTER / LINE NUMBER NONE REVISION C TEMP. R.O.W. BOUNDARY TRENCH, SPOIL AND /OR TRAVEL LANE - TEMPORARY FILL 12" MAXIMUM (SEE NOTE 3) q TRENCH 05 (AS REQUIRED SEE NOTE 3) TEMP. R.O.W. BOUNDARY WORKING SIDE TOPSOIL SALVAGE LIMIT 15' 60' SPOIL SIDE WORKING SIDE 50' 25' PERMANENT EASEMENT TEMPORARY (SEE NOTE 2) WORKSPACE 75' CONSTRUCTION RIGHT-OF-WAY (SEE NOTE 2) TEMP ESMT IBOUNDARY R/W BOUNDARY SILT FENCE I AS REQUIRED TRENCH SPOIL TEMPORARY SEE NOTE 7 CUT TOPSOIL a O —1 I =-11 I =-11 I =-11 I OPTIONAL / ADDITIONAL TOPSOIL STORAGE +/- 32' NOTES: 1. SIDE HILL CONSTRUCTION CUT AND FILL SHALL BE ALLOWED WHENEVER, IN THE OPINION OF THE CONTRACTOR, STEEP SIDE HILL CONSTRUCTION IS WARRANTED FOR PERSONNEL AND/ OR EQUIPMENT SAFETY CONSIDERATIONS. 2. CONSTRUCTION RIGHT-OF-WAY WILL TYPICALLY BE 80 FEET WIDE CONSISTING OF 50 FEET OF PERMANENT EASEMENT AND 25 FEET OF TEMPORARY WORKSPACE. 3. THIS DRAWING REFLECTS "TRENCH, SPOIL, AND WORKING SIDE" TOPSOIL STRIPPING PROCEDURES AS NEEDED FOR HILL SIDE LEVELING. SALVAGE TOPSOIL OVER TRENCH UNDER THE SPOIL PILE AND FROM TEMPORARY CUT AND FILL AREAS AT LOCATIONS IDENTIFIED ON THE CONSTRUCTION ALIGNMENT SHEETS OR AS DIRECTED BY THE COMPANY'S INSPECTOR. 4. STOCKPILE TOPSOIL AS SHOWN OR IN ANY CONFIGURATION APPROVED BY THE COMPANY'S REPRESENTATIVE. KEEP TOPSOIL CLEAN OF ALL CONSTRUCTION DEBRIS. 5. LEAVE GAPS IN TOPSOIL AND SPOIL POLES AT OBVIOUS DRAINAGES. DO NOT PUSH TOPSOIL INTO CREEKS OR WETLANDS. DO NOT USE TOPSOIL FOR PADDING. AVOID SCALPING VEGETATED GROUND SURFACE WHEN BACKFILLING TOPSOIL PILE. 6. TEMPORARY SUSPEND TOPSOIL HANDLING OPERATIONS DURING INORDINATELY WINDY CONDITIONS UNTIL MITIGATIVE MEASURES TO MINIMIZE WIND EROSION CAN BE IMPLEMENTED. 7. EROSION AND SEDIMENT CONTROL PROVIDED ON SEPARATE DETAILS. 8. ALL DIMENSIONS INDICATED SHALL BE DETERMINED BY ACTUAL CONSTRUCTION CONDITIONS. DETAIL SCALE: NTS TYPICAL FULL TOPSOIL SEPARATION SIDE HILL +/- 57' WORKING SIDE B r& ap L+,,a+d Io' Lrx soIN 01KIIIIII &aw C/L R/W - TRENCH BOUNDARY _ IT G SILT FENCE AS REQUIRED I .-,-7 ' '4 �F +/-12' +/- 18' SPOIL SIDE +/-25' MIN. / VARIES I +/- 50' TEMPORARY WORKSPACE PERMANENT EASEMENT +/- 75' CONSTRUCTION RIGHT-OF-WAY NOTES: 1. CONSTRUCTION RIGHT-OF-WAY WILL TYPICALLY BE 100 FEET WIDE CONSISTING OF 70 FEET OF PERMANENT EASEMENT AND 30 FEET OF TEMPORARY WORKSPACE. EXTRA TEMPORARY WORK SPACE MAY BE NECESSARY AT MAJOR ROAD AND OTHER SPECIAL CIRCUMSTANCES, AS REQUIRED. CERTAIN SITUATIONS MAY REQUIRE A NARROWER WIDTH. 2. STOCKPILE TOPSOIL AS SHOWN OR IN ANY CONFIGURATION APPROVED BY THE COMPANY'S INSPECTOR. KEEP TOPSOIL CLEAN OF ALL CONSTRUCTION DEBRIS. 3. LEAVE GAPS IN TOPSOIL AND SPOIL PILES AT OBVIOUS DRAINAGE LOCATIONS. DO NOT PUSH TOPSOIL 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 RIW DOES NOT ABUT EXISTING R/W. 6. TEMPORARILY SUSPEND TOPSOIL HANDLING OPERATIONS DURING INORDINATELY WINDY CONDITIONS UNTIL MITIGATIVE MEASURES TO MINIMIZE WIND EROSION CAN BE IMPLEMENTED. 7. TOPSOIL AND TRENCH SPOIL RELATIVE POSITIONS CAN, AS DIRECTED BY THE COMPANY'S INSPECTOR, BE REVERSED. DETAIL 2 SCALE: NTS TYPICAL WORKSPACE p!I!FaR! Ek%r'trodr C OWKkM Itr �40 V VA .W lips,* Ii IV, M � # -w or * ' ,r ; a, *em s mop - or a* 4F �r - �� a 400 + # 00 - 1 A Itt� w � it I* ■ ■ d ap, AV 16j;ft .11.4 4p 4w if, '-� . r v*.8a we dw 0 Ono�a ��J0 " 00 90A'4.7.j 4 a'� dO *0''" jp �94;1 0 4w on .0 qp % w ft 0 do % & 0 .2, 00%0 0 a 6% i i% .i i i 3 i i. i i i. i %doi i +i% .i. DETAIL 3 SCALE: NTS TYPICAL CP TEST STATION BURNS& McDONNELL CONSULTANTS, INC. PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY d STATE LICENSE # C-1435 PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS &INFO. MANAGEMENT (RIM) POLICY 1001 r CLAUDEA MCMULLAN NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS - IFC SUBMITTAL DATE LINE 475 DOT RELOCATION -PIPELINE A 08-11-2020 60% DESIGN SUBMITTAL LNR CNS CAM AREA CODE - DATE INITIALS REGIONAL NORTH CAROLINA SEAL047852 N/A NIA ENGINEER /r I Piedmont CONSTRUCTION DETAILS B 10-02-2020 90% DESIGN SUBMITTAL JJM CNS CAM ACCOUNT NUMBER 0231540 DATE INITIALS C 12/11/2020 REVISED 90% DESIGN SUBMITTAL MJD CNS CAM PROJECT NUMBER MGR TECH V` ENERGY,,. ENERGY: Natural Gas DRAWING BY LNR N/A NIA REC&STD GOLDSBORO NORTH CAROLINA STATION ID DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP V 12/11/2020 CAM ENGINEER COPYRIGHT GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA CHECKER INITIALS CNS PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL SHEET(S) X OF X I DWG SCALE AS SHOWN DWG DATE 08/11/2020 SUPERSEDED DRAWING NUMBER REVISION P N G-C-025-0001300 C DISCIPLINE / RESOURCE CENTER / LINE NUMBER OF�vU/O�y �Tcy PIPE LOCATION DEPTH OF COVER (A) NORMAL 5'-0" STREAM/WETLAND CROSSING 5'-0" ROAD CROSSING 5'-0" DETAIL SCALE: NTS N_.� PIPELINE DEPTH OF COVER NOTES: 1. ALL MATERIALS SHALL BE SUPPLIED BY CONTRACTOR. 2. WIDTH SHALL BE INCREASED PROPORTIONAL TO SPACING INCREASE IF REQUIRED. 3. SPACING SHALL BE IN ACCORDANCE WITH PIEDMONT NATURAL GAS STANDARD CM-ST-2060. 4. SUPPORT PILLOWS TO BE OF SUFFICIENT SIZE TO MAINTAIN 6" OF CLEARANCE BETWEEN THE PIPE AND TRENCH BOTTOM. DETAIL 2 SCALE: NTS N_.� TYPICAL PIPELINE SUPPORT PILLOWS NOTES: 1. PIPELINE MARKERS SHALL BE PLACED AT: - IN LINE -OF -SIGHT INTERVALS AND TURNING POINTS - ALL PUBLIC ROAD CROSSINGS - ALL RAILROAD CROSSINGS - RIVER, STREAM, CREEK, DITCH AND CANAL CROSSINGS - UTILITY CROSSINGS (PER DUKE DISCRETION) - SWAMPS OR WETLANDS (ENTRY AND EXIT) - ROAD MEDIANS - ABOVE GROUND FACILITIES SUCH AS VALVE SETTINGS, BORDER STATIONS, REGULATOR STATIONS, AND PIPELINE INTERCONNECTS - UNDERGROUND VALVES - HDD ENTRY AND EXIT POINTS 2. PIPELINE MARKERS SHALL BE PLACES DIRECTLY ON TOP OR WITHIN 24 INCHES OF THE PIPELINE. 3. SET MARKERS AS SOON AS PRACTICAL AFTER THE INSTALLATION OF THE PIPELINE. MAKE EVERY EFFORT TO PROVIDE MARKERS BEFORE VEGETATION IS RE-ESTABLISHED AFTER CONSTRUCTION. BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 DETAIL 3 SCALE: NTS �� PIPELINE MARKER LOCATIONS ABOVE GRADE PIPELINE MARKER UNPAVED SURFACE NOTE: 1. ABOVE GRADE PIPELINE MARKERS TO BE INSTALLED IN GRASS OR UNPAVED AREAS WHEN PIPELINE MARKER IS REQUIRED. 2 LAYEI TIED BF 2" X 2" WOODEN STAKE (TYP.) v I I v\ V V ✓/ \LL\J INSTALL GEOTEXTILE FABRIC BENEATH ENTIRE DEWATERING STRUCTURE TO PREVENT SCOURING 900 le =D kLES. 1. STAKES SECURING "HIGH EFFICIENCY AIR FILTER MEDIA" AND CHICKEN WIRE FENCE ARE NOT SHOWN FOR CLARITY PROPOSES. SECTION rA NOT TO SCALE 111,_j C-T 1I= 1kwAr tar 7 10 1_ v�i�v vwv SECTION B NOT TO SCALE NOTES: 1. STRUCTURE SHALL BE PLACED ON A SUITABLE, WELL VEGETATED SITE SUCH THAT WATER WILL FLOW AWAY FROM STRUCTURE AND ANY WORK AREAS. 2. FLOW RATES THROUGH DISCHARGE AND DIVERTER PIPES SHALL BE SUCH THAT STRUCTURE WILL NOT OVERFLOW OR AT A RATE NOT GREATER THAN SPECIFIED BY ANY AGENCY PERMIT IF APPLICABLE. 3. WHERE CONDITIONS WARRANTED, A 30" X 30" RECTANGULAR STRUCTURE MAY BE SUBSTITUTED FOR THE CIRCULAR CONFIGURATION SHOWN. 4. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTABLE VALUES AND MAY VARY DEPENDING ON SPECIFIC LOCATION. 5. CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF DEWATERING STRUCTURE IMMEDIATELY UPON COMPLETION OF DEWATERING PROCEDURE. UNDER NO CIRCUMSTANCES SHALL USED DEWATERING STRUCTURES BE LEFT IN PLACE FOR ANY PERIOD OF TIME GREATER THAN 48 HOURS AFTER TO COMPLETION OF DEWATERING PROCEDURE. D ETAI L 4 SCALE: NTS DEWATER DETAIL PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 CLAUDE A. McMULLAN NO.1 DATE REVISION(S) DESCRIPTION IFC SUBMITTAL DATE A 08-11-2020 60% DESIGN SUBMITTAL NORTH CAROLINA B IC 10-02-2020 90% DESIGN SUBMITTAL SEAL047852 12-11-2020 REVISED 90% DESIGN SUBMITTAL PROFESSIONAL ENG/ARCH STAMP BY CHK JAPPD DESCRIPTION APPROVALS °/r, DUKE Piedmont V ENERGY r6lj� Natural Gas COPYRIGHT2018 LNR CNS CAM AREA CODE - DATE N/A INITIALS NIA REGIONAL ENGINEER JJM CNS CAM ACCOUNT NUMBER MJD CNS CAM PROJECT NUMBER 0231540 DATE N/A INITIALS N/A MGR TECH REC &STD DRAWING BY LNR STATION ID I DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS CNS LINE 475 DOT RELOCATION - PIPELINE CONSTRUCTION DETAILS GOLDSBORO, NORTH CAROLI NA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL SHEET(S) X OF X I DWG SCALE AS SHOWN DWG DATE 08/11/2020 ISUPERSEDED DRAWING NUMBER REVISION P N G-C-025-0001301 C DISCIPLINE / RESOURCE CENTER / LINE NUMBER SEE NOTE 3 & 6 WATERBODY PLAN \\V\� \\\ PROFILE SEE NOTE 4 1. THIS TYPE OF BRIDGE IS GENERALLY USED ON NARROW CROSSINGS, LESS THAN 20 FEET WIDE WITH APPROPRIATE BANK CONFIGURATION. MULTIPLE MATS MAY BE LAYERED FOR HEAVIER EQUIPMENT CROSSINGS. 2. BRIDGE IS ANCHORED AND/OR TIED OFF TO ANCHOR BLOCKS FOR STABILITY. BRIDGE SHOULD 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 WHEREVER FEASIBLE. ENSURE ADEQUATE FREEBOARD. AS REQUIRED, ENSURE THAT FILL MATERIAL IF USED DOES NOT SPILL INTO WATERCOURSE INCLUDING REMOVAL OF DIRT FROM DECK DURING OPERATION. 4. CONSTRUCT SEDIMENT BARRIERS ACROSS THE ENTIRE CONSTRUCTION R.O.W. TO PREVENT SILT LADEN WATER AND SPOIL FROM FLOWING BACK INTO WATERBODY. BARRIERS MAY BE TEMPORARILY REMOVED TO ALLOW CONSTRUCTION ACTIVITIES BUT MUST BE REPLACED BY THE END OF EACH WORK DAY. SILT FENCE OR SANDBAGS MAY BE USED INTERCHANGEABLY. 5. REMOVE BRIDGES AS SOON AS POSSIBLE AFTER PERMANENT SEEDING UNLESS OTHERWISE DIRECTED BY COMPANY REPRESENTATIVE. THE STRUCTURE IS TO BE REMOVED IF THERE IS MORE THAN ONE MONTH BETWEEN FINAL GRADING AND SEEDING, AND ALTERNATIVE ACCESS 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 -CONSTRUCTION CONDITIONS. BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 CLAUDE A. McMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 DETAIL SCALE: NTS TYPICAL TIMBER MAT WATERBODY BRIDGE PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION A 08-11-2020 60% DESIGN SUBMITTAL B 10-02-2020 90% DESIGN SUBMITTAL C 12-11-2020 REVISED 90% DESIGN SUBMITTAL BY CHK JAPPD DESCRIPTION LNR CNS CAM AREA CODE JJM CNS CAM ACCOUNT NUMBER MJD CNS CAM PROJECT NUMBER DRAWING BY APPROVALS _ DATE INITIALS NREGIONAL /A NIA ENGINEER 0231540 DATE INITIALS MGR TECH LNR N/A NIA REC & STD LINE 475 DOT RELOCATION - PIPELINE '& DUKE Piedmont CONSTRUCTION DETAILS VENERGY,: r6lj� Natural Gas GOLDSBORO, NC COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA SHEET(S) X OF X PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL DWG SCALE AS SHOWN DWG DATE 08/11/2020 ISUPERSEDED DRAWING NUMBER P N G-C-025-0001302 REVISION C PROFESSIONAL ENG/ARCH STAMP STATION ID I DATE INITIALS CHECKER INITIALS I CNS 12/11/2020 CAM PRINCIPAL ENGINEER DISCIPLINE / RESOURCE CENTER / LINE NUMBER GENERAL NOTES: SOILS AND FOUNDATIONS: 1. THESE NOTES AND OTHER DRAWING NOTES CONTAINED WITHIN ARE PROVIDED TO MEET SPECIFIC REQUIREMENTS AND TO SUPPLEMENT THE CONTRACT SPECIFICATIONS. THESE NOTES NEITHER REPLACE NOR OVERRIDE THE PROVISIONS AND REQUIREMENTS OF THE CONTRACT SPECIFICATIONS. 2. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK WITH WORK SHOWN ON ALL OTHER DRAWINGS. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION AND REPORT ANY DISCREPANCIES FROM THE CONTRACT DRAWINGS TO THE ENGINEER PRIOR TO COMMENCING WITH WORK. SCALING OF WORKING DIMENSIONS FROM THE STRUCTURAL DRAWINGS IS PROHIBITED. 4. CONTRACTOR TO FIELD VERIFY ALL FOUNDATION TOPS OF CONCRETE, REVEALS, AND DIMENSIONS PRIOR TO CONSTRUCTION. 5. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, SHORING AND TEMPORARY BRACING. CONTRACTOR SHALL UNDERTAKE ALL NECESSARY MEASURES TO ENSURE SAFETY OF ALL PERSONS AND STRUCTURES AT THE SITE AND ADJACENT TO THE SITE. VISITS TO THE SITE BY THE COMPANY OR ENGINEER SHALL NOT RELIEVE THE CONTRACTOR OF SUCH RESPONSIBILITY. 6. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE CONTRACT DRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR WITH THE APPROVAL OF THE ENGINEER. WHERE SECTIONS VARY, CONTRACTOR SHALL PROVIDE FOR SMOOTH TRANSITIONS BETWEEN THEM, UNLESS NOTED OTHERWISE. 7. ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS' WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, UNLESS NOTED OTHERWISE. 8. ITEMS WHICH ARE TO BE FURNISHED AND INSTALLED BY SEPARATE CONTRACTS ARE IDENTIFIED AND LABELED FOR EACH CONTRACT. 9. FOR ADDITIONAL INFORMATION, SUBMITTAL REQUIREMENTS, AND CODES AND STANDARDS, SEE THE CONTRACT SPECIFICATIONS. DESIGN STANDARDS: 1. PRINCIPAL CODE OF RECORD: INTERNATIONAL BUILDING CODE 2015 AS ADOPTED BY THE STATE OF NORTH CAROLINA. 2. AMERICAN CONCRETE INSTITUTE: (ACI) a. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 3. AMERICAN INSTITUTE OF STEEL CONSTUCTION: (AISC) a. AISC 360-10, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, 14TH EDITION 4. AMERICAN SOCIETY OF CIVIL ENGINEERS: (ASCE) a. ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 5. AMERICAN WELDING SOCIETY: (AWS) a. AWS D1.1, STRUCTURAL WELDING CODE, 2006 6. PROCESS INDUSTRY PRACTICES: (PIP) a. STC01015, STRUCTURAL DESIGN CRITERIA b. STE05121, ASCE ANCHORAGE DESIGN FOR PETROCHEMICAL FACILITIES C. STF05121, ANCHOR FABRICATION AND INSTALLATION INTO CONCRETE d. STS03001, PLAIN AND REINFORCED CONCRETE SPECIFICATION e. STS03600, NONSHRINK CEMENTITIOUS GROUT SPECIFICATION f. STS03601, EPDXY GROUT SPECIFICATION g. STS05120, STRUCTURAL MISCELLANEOUS STEEL FABRICATION SPECIFICATION h. STS05130, STRUCTURAL AND MISCELLANEOUS STEEL ERECTION SPECIFICATION 7. PIEDMONT NATURAL GAS STANDARDS: a. 2019 DESIGN MANUAL, REVISION 0.0, DATED APRIL 2019 b. 2019 CONSTRUCTION MANUAL, REVISION 0.0, DATED APRIL 2019 STATEMENT OF SPECIAL INSPECTIONS 1. USE SPECIAL CARE DURING EXCAVATION NOT TO DAMAGE EXISTING STRUCTURES. PROVIDE SHEETING OR SHORING WHERE NECESSARY. 2. FOUNDATION CONSTRUCTION SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER OF RECORD. 3. SITE PREPARATION: a. ENGINEER OF RECORD SHALL OBSERVE SUBGRADE PRIOR TO CONCRETE PLACEMENT. b. EXCAVATION, FILL, AND BACKFILL SHALL BE IN ACCORDANCE WITH THE CONTRACT AND SPECIFICATIONS. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN LOOSE OR SOFT SOILS ARE EXPOSED WHERE SLABS, MATS, OR FOOTINGS ARE TO BE PLACED SO A DETERMINATION MAY BE MADE REGARDING IMPROVEMENT OF THIS POTENTIALLY UNDESIRABLE CONDITION. C. EXISTING UNDERGROUND UTILITIES AND FOUNDATIONS SHALL BE LOCATED BY CAREFUL EXCAVATION BEFORE STARTING FOUNDATION OR HYDROEXCAVATION AS REQUIRED. SUPPORT AND PROTECTION OF THESE UTILITIES AND FOUNDATIONS SHALL BE PROVIDED DURING EARTHWORK OPERATIONS. d. SHALLOW FOUNDATION GROUND IMPROVEMENTS: - SUBGRADE PREP: OVEREXCAVATE AND RE -COMPACT UNCONSOLIDATED NATIVE SITE SOIL 24 INCHES BELOW BEARING ELEVATION, 24 INCHES OUTSIDE FOOTING PERIMETER. - BACKFILL: STRUCTURAL FILL OR ONSITE SANDY SOIL - COMPACTION: 6 INCH LAYERS, 95% ASTM D 698 - IN THE EVENT SILTSTONE BEDROCK IS ENCOUNTERED AT FOOTING ELEVATION, THE GEOTECHNICALE ENGINEER SHOULD BE CONSULTED. 4. FILL AND BACKFILL MATERIALS: a. STRUCTURAL FILL: NCDOT #57 OR #67, IMPORTED b. SLAB SUB BASE: NCDOT #57 OR #67, IMPORTED C. SITE FILL: NATIVE SITE SOIL; ONSITE RECOMMENDED GRADED MATERIALS NCDOT #57 AGGREGATE BASE NCDOT #67 AGGREGATE BASE SIEVE PERCENT FINER SIEVE PERCENT FINER 1 %" 100 1" 100 1" 95-100 3/4" 90-100 1 /2" 20-60 3/8" 20-55 #4 0-10 #4 0-10 #8 0-5 #8 0-5 LIQUID LIMIT<30, PI<4 LIQUID LIMIT<30, PI<4 5. DESIGN PARAMETERS: a. MINIMUM STABILITY FACTORS OF SAFETY: OVERTURNING: 1.5 UPLIFT: 1.5 SLIDING: 1.5 b. NET ALLOWABLE BEARING PRESSURE: 1500 PSF (ASSUMED PER IBC TABLE 1806.2) C. COEFFICIENT OF FRICTION: 0.25 (ASSUMED PER IBC TABLE 1806.2) d. ALLOWABLE LATERAL BEARING PRESSURE: 100 PSF (ASSUMED PER IBC TABLE 1806.2) 1. REQUIRED AND PREPARED IN ACCORDANCE WITH IBC 2015 SECTIONS 1704 AND 1705. 2. THE OWNER OR REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL EMPLOY ONE OR MORE APPROVED AGENCIES/SPECIAL INSPECTORS TO PROVIDE "SPECIAL INSPECTIONS" DURING CONSTRUCTION. MATr:QI°I c 3. THE SPECIAL INSPECTOR(S) SHALL BE QUALIFIED PER IBC 2015 SECTION 1704.2.1. 4. THE SPECIAL INSPECTOR(S) SHALL SUBMIT REPORTS PER IBC 2015 SECTION 1704.2.4. 5. THE SPECIAL INSPECTOR(S) SHALL USE THE LATEST ISSUE OF THE STRUCTURAL DRAWINGS FOR THE INSPECTIONS. SHOP FABRICATION DRAWINGS SHALL NOT BE USED FOR INSPECTION PURPOSES. 6. SPECIAL INSPECTIONS: a. STEEL CONSTRUCTION PER IBC 2015 SECTION 17.5.2.1. b. CONCRETE CONSTRUCTION PER IBC 2015 SECTION 1705.3 AND TABLE 1705.3. C. SOILS PER IBC IBC 2015 SECTION 1705.3 AND TABLE 1705.3. d. DRILLED PIERS PER IBC 2015 SECTION 1705.7 AND TABLE 1705.7. DESIGN LOADS: 1. RISK CLASSIFICATION: CATEGORY IV PER ASCE 7. 2. DEAD LOAD: a. EQUIPMENT LOADS ARE ACTUAL WEIGHTS OF EQUIPMENT (EMPTY, OPERATING, AND/OR TESTING WEIGHTS AS PROVIDED BY EQUIPMENT SUPPLIER) b. FOUNDATIONS ARE DESIGN FOR EQUIPMENT, WHICH SATISFIES THE CONTRACT SPECIFICATIONS. 3. SNOW LOADS PER ASCE 7: a. GROUND SNOW LOAD: 10 PSF b. EXPOSURE FACTOR: 0.9 C. THERMAL FACTOR: 1.2 d. IMPORTANCE FACTOR: 1.2 4. ICE LOADS PER ASCE 7: a. NOMINAL ICE THICKNESS: 0.75 INCH b. CONCURRENT WIND SPEED: 30 MPH C. IMPORTANCE FACTOR: - MULTIPLIER ON ICE THICKNESS: 1.25 - MULTIPLIER ON CONCURRENT WIND PRESSURE: 1.0 5. WIND LOAD PER ASCE 7: a. BASIC WIND SPEED: 131 MPH 3-SECOND GUST - ULTIMATE b. BASIC WIND SPEED: 101 MPH 3-SECOND GUST - SERVICE LEVEL C. EXPOSURE CATEGORY: C 6. SEISMIC LOAD PER ASCE 7: a. MAXIMUM CONSIDERED EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS: - Ss COEFFICIENT: 0.111g - S1 COEFFICIENT: 0.055g b. DESIGN EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS: - Sds COEFFICIENT: 0.119g - Sd1 COEFFICIENT: 0.087g C. IMPORTANCE FACTOR: 1.5 d. SITE CLASS: D e. SEISMIC DESIGN CATEGORY: C 7. FROST DEPTH PER NCBC: a. 12" 1. SEE THE CONTRACT SPECIFICATIONS FOR COMPLETE REQUIREMENTS AND COMPLY WITH ALL APPLICABLE OSHA REGULATIONS. 2. REINFORCED CONCRETE: a. REINFORCED CONCRETE SHALL BE PREPARED AND PLACED IN ACCORDANCE WITH ACI, PIP STS03001, PROJECT SPECIFICATIONS, AND OWNER STANDARD. b. CONCRETE: - ALL CONCRETE CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING ACI CODES: ACI 318, ACI 315, AND ACI 301. - ALL CEMENT SHALL BE TYPE I CEMENT AND CONFORM TO ASTM C150, UNLESS OTHERWISE SPECIFIED OR REQUIRED AND HAVE MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI. - MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45. - SLUMP OF CONCRETE SHALL BE BETWEEN 3 AND 4 INCHES AS TESTED IN ACCORDANCE WITH ASTM C143. IF CONTRACTOR WISHES TO USE A MIX WITH SLUMP OUTSIDE THE RANGE LISTED ABOVE, WRITTEN APPROVAL FROM ENGINEER OF RECORD IS REQUIRED PRIOR TO MIX DESIGN SUBMITTAL. - MIXING WATER SHALL BE POTABLE WATER AND CONFORM TO ASTM C1602. - AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33 "SPECIFICATION FOR CONCRETE AGGREGATES". THE NOMINAL MAXIMUM SIZE OF THE AGGREGATE SHALL NOT BE MORE THAN 1-1/211 . - FOR NEW COARSE -AGGREGATE SOURCE, WHEN 3 YEARS' APPROVED SERVICE RECORDS ARE NOT AVAILABLE OR WHEN SERVICE RECORDS ARE UNACCEPTABLE, AGGREGATE SHALL BE EVALUATED FOR POTENTIAL REACTIVITY. AGGREGATE MUST BE CONSIDERED INNOCUOUS IN ACCORDANCE WITH ASTM 1260. IF EVALUATION ABOVE INDICATES REACTIVE AGGREGATES AND ALTERNATE AGGREGATE SOURCES ARE NOT AVAILABLE, REQUEST RE-EVALUATION OF AGGREGATE USING ASTM C1567. COARSE AGGREGATES CONSIDERED DELETERIOUS OR POTENTIALLY DELETERIOUS SHALL NOT BE USED WITHOUT APPROVAL. ADMIXTURES SHALL NOT BE USED WITHOUT THE APPROVAL OF THE ENGINEER'S CONSTRUCTION FIELD REPRESENTATIVE. CONCRETE FOR ALL PARTS OF THE WORK SHALL BE OF THE SPECIFIED QUALITY, CAPABLE OF BEING PLACED WITHOUT EXCESSIVE SEGREGATION, AND WHEN HARDENED, OF DEVELOPING ALL CHARACTERISTICS REQUIRED BY THESE SPECIFICATIONS AND THE CONTRACT DOCUMENTS. BEFORE CONCRETE WORK BEGINS, THE PROPOSED CONCRETE MIX DESIGN ALONG WITH COLLABORATING DATA SHOWING COMPLIANCE WITH THE SPECIFICATIONS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. - ALL REINFORCING STEEL, WIRE MESH, ANCHOR BOLTS, HOLD-DOWN ANCHORS, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO PLACING OF CONCRETE. - EXPOSED HORIZONTAL CONCRETE SURFACES SHALL BE WOOD FLOATED TO DEPRESS COARSE AGGREGATE AND STEEL TROWELED TO A SMOOTH SURFACE. - ALL WALKING SURFACES SHALL HAVE A LIGHT BROOM FINISH. - CONCRETE SURFACES SHALL BE PROTECTED DURING CURING AGAINST EARLY EVAPORATION OF WATER, ACTION BY SUN, RAIN, WATER, FROST, AND CRACKING. 3. FORMWORK: a. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, ENGINEERING, STRUCTURAL ADEQUACY, AND CONSTRUCTION OF ALL CONCRETE FORMWORK IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. b. COORDINATE ALL CONCRETE WORK WITH THE PLACEMENT OF PIPING, INSERTS, FLOOR DRAINS, AND OTHER EMBEDDED ITEMS INDICATED ON THE CONTRACT DRAWINGS OR IN THE CONTRACT SPECIFICATIONS. C. ALL NEW OR EXISTING PIPING OR UTILITIES PASSING THROUGH NEW CONCRETE SHALL BE SLEEVED 1/2" CLEAR ALL AROUND UNLESS NOTED OTHERWISE. (SEE OTHER DISCIPLINE DRAWINGS FOR SLEEVE DETAILS. CONTRACTOR SHALL PROVIDE MEASURES TO ENSURE THAT SLEEVES REMAIN FREE OF DEBRIS AND WATER DURING CONSTRUCTION). d. PROVIDE 1", 450 CHAMFER ON ALL EDGES OF EXPOSED CONCRETE UNLESS CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND. 4. REINFORCING STEEL: a. BARS: ASTM A615 GRADE 60 b. ALL CONCRETE SHALL BE REINFORCED UNLESS SPECIFICALLY MARKED "NOT REINFORCED" OR "UNREINFORCED". C. CONTRACTOR SHALL DETAIL AND PLACE ALL REINFORCEMENT IN ACCORDANCE WITH ACI SP-66, ACI 301, ACI 318, AND CRSI MANUAL OF STANDARD PRACTICE. d. MINIMUM CONCRETE CLEAR COVER OVER REINFORCEMENT SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: - CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" - CONCRETE EXPOSED TO EARTH OR WEATHER: - #6 THROUGH #18 BARS - 2" - #5 AND SMALLER BARS AND WELDED WIRE FABRIC -1 1/2" - CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: - SLABS AND WALLS - #14 AND #18 BARS - 1 1/2" - #11 AND SMALLER BARS - 3/4" - BEAMS AND COLUMNS, PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS -1 1/2" e. EMBEDMENT AND LAP SPLICE LENGTHS FOR ALL REINFORCING STEEL BARS SHALL CONFORM TO THE FOLLOWING PROVISIONS, UNLESS NOTED OTHERWISE. MINIMUM STRAIGHT EMBEDMENT LENGTHS: #3 - 15" #6 - 29" #9 - 54" #4-19" #7-42" #10-61" #5 - 24" #8 - 48" #11 - 67" MINIMUM LAP SPLICE LENGTHS: #3 - 19" #6 - 37" #9 - 70" #4 - 25" #7 - 54" #10 - 79" #5 - 31" #8 - 62" #11 - 87" MINIMUM HOOK EMBEDMENT LENGTHS: #3 - 8" #6 -15" #9 - 22" #4 - 10" #7 -17" #10 - 25" #5 - 12" #8 -19" #11 - 27" f. THE MINIMUM LENGTHS SHOWN ABOVE ARE BASED ON THE FOLLOWING CONCRETE COVERAGE AND REINFORCING C/C SPACING: BEAMS AND COLUMNS: COVER = 1.0db (BAR DIAMETER) CENTER TO CENTER (C/C) SPACING = 2.Odb ALL OTHERS: COVER = 1.0db (BAR DIAMETER) CENTER TO CENTER (C/C) SPACING = 3.Odb g. THE DEVELOPMENT AND SPLICE LENGTHS SHOWN SHALL NOT APPLY IF ANY OF THE FOLLOWING CONDITIONS OCCUR: - fc < 4,000 PSI - fy > 60,000 PSI - THE COVER OR C/C BAR SPACING IS NOT AS LISTED ABOVE. - THE REINFORCING STEEL IS EPDXY COATED. - LIGHT WEIGHT CONCRETE IS USED. HORIZONTAL BARS HAVING MORE THAN 12" OF CONCRETE PLACED BELOW THEM SHALL BE CONSIDERED TOP REINFORCEMENT AND SHALL HAVE MINIMUM STRAIGHT EMBEDMENT AND LAP SPLICE LENGTHS INCREASED BY NOT LESS THAN 30% OVER THOSE GIVEN ABOVE. HOOK EMBEDMENT IS THE MINIMUM STRAIGHT LINE DISTANCE FROM THE CRITICAL SECTION OF THE BAR TO THE FARTHEST EDGE OF THE HOOK. 5. JOINTS: a. LOCATE ALL CONSTRUCTION, CONTRACTION, ISOLATION, EXPANSION, AND OTHER JOINTS AS INDICATED OR SPECIFIED, OR OTHERWISE APPROVED BY THE ENGINEER. b. SURFACES OF ALL HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS SHALL BE CLEANED OF LAITANCE AND SHALL EXPOSE CLEAN COARSE AGGREGATE SOLIDLY EMBEDDED IN MORTAR MIX TO MINIMUM 1/4" AMPLITUDE. APPLY CONCRETE BONDING AGENT PRIOR TO DEPOSITING CONCRETE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. C. THESE PROVISIONS SHALL ALSO APPLY WHEN NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE. d. PROVIDE WATERSTOPS AT CONCRETE JOINTS WHERE INDICATED ON THE CONTRACT DRAWINGS. ALL WATERSTOPS SHALL BE FUEL RESISTANT TYPE, UNLESS NOTED OTHERWISE. PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL BURNS & McDONNELL CONSULTANTS, INC. I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY STATE LICENSE#C-1435 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 1001 REF. DWG(S) PNG-G-025-0001086 CLAUDE A. McMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL0478.52 NO.1 DATE REVISION(S) DESCRIPTION A 08-11-2020 60% DESIGN SUBMITTAL B IC 10-02-2020 90% DESIGN SUBMITTAL 12-11-2020 REVISED 90% DESIGN SUBMITTAL PROFESSIONAL ENG/ARCH STAMP BY CHK JAPPD DESCRIPTION NPH NCT CAM AREA CODE - VISW NCT CAM ACCOUNT NUMBER - VISW NCT CAM PROJECT NUMBER 0231540 DRAWING BY MSW STATION ID 84-T-91-G LD-6733 CHECKER INITIALS I NCT APPROVALS DATE INITIALS REGIONAL ENGINEER DATE INITIALS MGR TECH REC & STD DATE INITIALS PRINCIPAL 12/11/2020 CAM ENGINEER LINE 475 DOT RELOCATION -PIPELINE SHEET(S) XOFx I DWGSCALE NONE DWG DATE 08/11/2020 SUPERSEDED --- p/r'r6ljl� Piedmont Natural Gas STRUCTURAL NOTES (1 OF 2) �C ENERGY:ENER.. DRAWING NUMBER REVISION GOLDSBORO, NORTH CAROLINA PNG-S-025-0001086 C COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA DISCIPLINE / RESOURCE CENTER / LINE NUMBER 6. STRUCTURAL AND MISCELLANEOUS STEEL: ABBREVIATIONS: a. STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION, PIP STS05120 AND PIP STS05130, AND ALL AB ANCHOR BOLT L ANGLE APPLICABLE OWNER STANDARDS. ABV ABOVE LB POUND b. TEMPORARY ERECTION BRACING SHALL BE DESIGNED AND PROVIDED BY THE CONTRACTOR AS REQUIRED AND SHALL NOT BE REMOVED UNTIL ALL PERMANENT LATERAL -LOAD -RESISTING ELEMENTS ACI AMERICAN CONCRETE INSTITUTE LG LONG AND CONNECTIONS ARE COMPLETELY INSTALLED. AGGR AGGREGATE LL LIVE LOAD C. ALL STEEL SHALL BE HOT -DIP GALVANIZED UNLESS NOTED OTHERWISE ON PLANS. AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION LLBB LONG LEG BACK TO BACK d. WIDE FLANGE SHAPES AND TEES: ASTM A992, Fy = 50 KSI OR ASTM A572, Fy = 50 KSI ANSI AMERICAN NATIONAL STANDARD INSTITUTE LLH LONG LEG HORIZONTAL ASTM AMERICAN SOCIETY FOR TESTING OF MATERIALS LLV LONG LEG VERTICAL e. PLATES, ANGLES, AND CHANNELS: ASTM A36, Fy = 36 KSI, UNLESS NOTED OTHERWISE AWS AMERICAN WELDING SOCIETY LONG LONGITUDINAL f. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADE B, Fy = 46 KSI BBP BOTTOM OF BASE PLATE LS LAP SPLICE g. ROUND HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADE B, Fy = 42 KSI BTW BETWEEN MATL MATERIAL h. PIPE: ASTM A53 GRADE B, Fy = 35 KSI BLDG BUILDING MAX MAXIMUM i. ALL DOUBLE ANGLE MEMBERS SHALL HAVE SPACER PLATES CONFORMING TO AISC STEEL CONSTRUCTION MANUAL PARAGRAPH E6. SPACER PLATES SHALL BE THE SAME THICKNESS AS THE BM BEAM MECH MECHANICAL GUSSET PLATES. BOC BOTTOM OF CONCRETE MFR MANUFACTURER 7. BOLTS: BOP BOTTOM OF PIPE MH MANHOLE a. 3/4"DIAMETER ASTM A3125 GRADE A325, UNLESS NOTED OTHERWISE. BOS BOTTOM OF STEEL MIN MINIMUM b. FRAMING CONNECTIONS: SNUG -TIGHTENED JOINTS WITH STANDARD HOLES, UNLESS NOTED OTHERWISE. BOT CAP BOTTOM CAPACITY MI MISC MISCELLANEOUS C. BRACING CONNECTIONS: SNUG -TIGHTENED JOINTS WITH STANDARD HOLES, UNLESS NOTED OTHERWISE. C/C CENTER TO CENTER NF NOT APPLICABLE NEAR FACE d. ON ONE SIDE OF EACH DOUBLE CONNECTION OF BEAMS TO A COLUMN WEB OR A GIRDER WEB DIRECTLY OVER A COLUMN, PROVIDE A TEMPORARY SEAT ANGLE ATTACHED TO COLUMN OR GIRDER CL CENTERLINE NO NUMBER WEB AND TO BOTTOM FLANGE OF BEAM. MINIMUM SEAT CONNECTION SHALL BE L4x3x3/8 LLH WITH TWO 3/4" DIAMETER A307 OR A325-ST BOLTS EACH LEG. SINGLE AND DOUBLE STAGGERED CIR CIRCLE NOM NOMINAL CONNECTIONS ARE PROHIBITED WITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE STRUCTURAL ENGINEER OF RECORD. CJ CONSTRUCTION JOINT NS NEAR SIDE 8. WELDING: CLR CLEAR NTS NOT TO SCALE a. IN ACCORDANCE WITH AWS D1.1 USING E70 ELECTRODE CLJ CONTROL JOINT OC ON CENTER b. MINIMUM STRUCTURAL WELD REQUIREMENTS ARE SHOWN ON DESIGN DRAWINGS. CLIENT REQUESTS WELDED CONNECTIONS TO BE FINISHED WITH MINIMUM SEAL WELDING ON REMAINDER OF JOINT COL CONIC COLUMN CONCRETE OD OUTSIDE DIAMETER AT ALL OTHER CREVICES. SEAL WELDING SHALL NOT PRODUCE AN UNSAFE CONDITION FOR HOT -DIP GALVANIZING. CONT CONTINUOUS OF OPP OUTSIDE FACE OPPOSITE 9. ANCHOR BOLTS: COORD COORDINATE OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION a. ASTM F1554 GRADE 55 NOTED OTHERWISE ON DRAWINGS. CTR CENTER PED PEDESTAL b. ANCHOR BOLT HOLES IN BASE PLATES TO BE OVERSIZED TO ACCOUNT FOR CONSTRUCTION TOLERANCES IN ANCHOR BOLT PLACEMENT. HOLES CORRESPONDING TO APPROPRIATE ANCHOR BOLT db BAR DIAMETER PEN PENETRATE, PENETRATION SIZE SHALL BE NO LARGER THAN THE MAXIMUM RECOMMENDED SIZES IN THE AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION, TABLE 14-2. DET DETAIL PERP PERPENDICULAR C. PROVIDE PLATE WASHERS AT OVERSIZED ANCHOR BOLT HOLES. DIA DIAMETER PL PLATE d. LOCATE ANCHOR BOLTS ACCURATELY, SET WITH TEMPLATE, AND SECURELY HOLD IN POSITION WHILE PLACING CONCRETE. PROTECT IN -PLACE ANCHOR BOLTS FROM CONSTRUCTION ACTIVITY. DIAG DIM DIAGONAL DIMENSION PROJ PROJECTION e. THE FOLLOWING ARE PROHIBITED WITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE ENGINEER: DL DEAD LOAD PSF POUNDS PER SQUARE FOOT - INSERTING ANCHOR BOLTS INTO FRESH OR PARTIALLY HARDENED CONCRETE. DN DOWN PSI PVC POUNDS PER SQUARE INCH POLYVINYL CHLORIDE - SUBSTITUTING POST -INSTALLED ANCHORS WHERE EMBEDDED ANCHOR BOLTS ARE INDICATED. DWG DRAWING RAD RADIUS - REPAIRING, REPLACING, OR MODIFYING INSTALLED ANCHOR BOLTS. DWL DOWEL REF REFERENCE f. ANCHOR BOLT THREADS SHALL BE UNC-2A AND PROTECTED FROM DAMAGE DURING CONSTRUCTION. EA EACH REINF REINFORCE 9. SLEEVES FOR STATIONARY EQUIPMENT AND STRUCTURAL BASE PLATES SHALL BE FILLED WITH GROUT WHEN BASE PLATE/EQUIPMENT IS GROUTED IN FINAL LOCATION. EF EACH FACE REQD REQUIRED h. ANCHOR BOLTS, NUTS, AND WASHERS SHALL BE SHIPPED GALVANIZED. EJ EXPANSION JOINT REV REVISION 10. POST -INSTALLED ANCHORS: EL ELEVATION SCHED SCHEDULE a. INSTALL ANCHORS PER MANUFACTURER INSTRUCTIONS INCLUDED IN ANCHOR PACKAGING. ELEC ELEV ELECTRICAL ELEVATION SECT SH SECTION SHEET b. CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. ENGINEER OF EMBED EMBEDMENT SIM SIMILAR RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO COMMENCEMENT OF INSTALLING ANCHORS. EQ EQUAL SLP SLOPE C. ANCHOR CAPACITY IS DEPENDENT ON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE EQUIP EQUIPMENT SPEC SPECIFICATION CLEARANCES INDICATED ON DRAWINGS. EQUIV EQUIVALENT SQ SQUARE d. EXISTING REINFORCING BARS IN CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. REINFORCING BARS SHALL NOT BE CUT UNLESS NOTED ON DRAWINGS THAT BARS CAN EXIST EXISTING STD STANDARD BE CUT. CONTRACTOR SHALL CONTACT ENGINEER OF RECORD WHEN INTERFERENCES OCCUR. EXP EXPANSION STIFF STIFFENER e. PERMITTED POST INSTALLED ANCHORS/EPDXY ARE LISTED AS FOLLOWS (ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY ENGINEER OF RECORD PRIOR TO USE. SUBSTITUTIONS REQUIRE EW fc EACH WAY SPECIFIED 28-DAY CONCRETE COMPRESSIVE STRENGTH (MINIMUM) STIR STL STIRRUP STEEL STAMPED CALCULATIONS) FDN FOUNDATION STR STRAIGHT - WEDGE TYPE - LIFE SAFETY APPLICATIONS: FF FAR FACE STRL STRUCTURAL - SIMPSON STRONG TIE - STRONG BOLT 2 FLG FLANGE STRUC STRUCTURE - HILTI KWIK BOLT TZ FS FAR SIDE SYMM SYMMETRICAL - POWERS POWER STUD SD2 FT FEET T&B TOP & BOTTOM - WEDGE TYPE - NON -LIFE SAFETY APPLICATIONS: FTG FOOTING TOB TOP OF BOLT - SIMPSON STRONG TIE - WEDGE ALL Fy, fy YIELD STRESS TOC TOP OF CONCRETE - HILTI KWIK BOLT 3 FV FIELD VERIFY TOG TOP OF GRATING GA GAGE TOS TOP OF STEEL - POWER POWER STUD SD1 GALV GALVANIZE TYP TYPICAL - UNDERCUT TYPE (USE ONLY WHERE SPECIFICALLY INDICATED ON DRAWINGS): GR GRADE UNO UNLESS NOTED OTHERWISE - SIMPSON STRONG TIE - TORQUE -CUT GRTG GRATING VAR VARIES - HILTI HDA UNDERCUT ANCHOR H HIGH VERT VERTICAL - POWERS ATOMIC + UNDERCUT HORIZ HORIZONTAL W WIDE - EPDXY ANCHORS - LIFE SAFETY APPLICATIONS: HR HS HANDRAIL HIGH STRENGTH W/ W/0 WITH WITHOUT - SIMPSON STRONG TIE - SET XP IBC INTERNATIONAL BUILDING CODE WD WIDTH - HILTI HIT-RE500 V3 ID INSIDE DIAMETER WF WIDE FLANGE - HILTI HIT-HY200 IF INSIDE FACE WP WORK POINT - POWER PE1000 IJ ISOLATION JOINT WT WEIGHT/STRUCTURAL - ADHESIVE ANCHORS - FOR NON -VIBRATING EQUIPMENT ANCHORAGE AND OTHER NON -LIFE SAFETY APPLICATIONS: INTR INTERIOR WWF WELDED WIRE FABRIC - SIMPSON STRONG TIE - AT VT TT @ AT - HILTI HIT-HY200 JT KB JOIN KNEE BRACE & # AND POUNDS OR NUMBER - POWER - AC100+ GOLD KSI PERCENT f. CONCRETE ANCHORS: SQUARE INCH � DIAMETER - GALVANIZED OR ZINC -COATED CARBON STEEL MANUALLY EXPANDED WEDGE TYPE, UNLESS NOTED OTHERWISE. g. ADHESIVE ANCHORS: - INSTALL ADHESIVE ANCHORS AS INDICATED ON DRAWINGS. - ALL PERSONNEL INSTALLING ADHESIVE ANCHORS SHALL BE ACI ADHESIVE ANCHOR CERTIFIED. - ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF ANCHOR INSTALLATION. 11. GROUT: a. NON -SHRINK GROUT IN ACCORDANCE W/ PIP STS03600. - NON-METALLIC, HYDRAULIC -CEMENT GROUT IN ACCORDANCE WITH ASTM C1107. - MINIMUM COMPRESSIVE STRENGTH = 6,000 PSI @ 28 DAYS. - GROUT SHALL BE SUITED FOR OUTDOOR USE. b. EPDXY GROUT IN ACCORDANCE W/ PIP STS03601. - PROVIDE EPDXY GROUT FOR ALL PUMP BASES 12. STEEL BAR GRATING: a. PER VENDOR INSTRUCTIONS BURNS&McDONNELLCONSULTANTS, INC. I PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY STATE LICENSE # C-1435 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 1001 CLAUDE A. McMULLAN NO.1 DATE REVISION(S) DESCRIPTION IFC SUBMITTAL DATE A 08-11-2020 60% DESIGN SUBMITTAL NORTH CAROLINA B IC 10-02-2020 90% DESIGN SUBMITTAL SEAL0478.52 12-11-2020 REVISED 90% DESIGN SUBMITTAL PROFESSIONAL ENG/ARCH STAMP BY CHK JAPPD DESCRIPTION NPH NCT CAM AREA CODE - VISW NCT CAM ACCOUNT NUMBER - VISW NCT CAM PROJECT NUMBER 0231540 DRAWING BY MSW STATION IDI 84-T-91-G LD-6733 CHECKER INITIALS I NCT APPROVALS DATE INITIALS REGIONAL ENGINEER p � DUKE DATE INITIALS MGR TECH ENERGY,: REC & STD DATE INITIALS PRINCIPAL 12/11/2020 CAM ENGINEER LINE 475 DOT RELOCATION -PIPELINE r6lll� Piedmont STRUCTURAL NOTES (2 OF 2) Natural Gas GOLDSBORO, NORTH CAROLI NA COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL REF. DWG(S) PNG-G-025-0001086 SHEET(S) X OF X I DWG SCALE NONE DWG DATE 08/11/2020 ISUPERSEDED --- DRAWING NUMBER REVISION PNG-S-025-0001087 C DISCIPLINE / RESOURCE CENTER / LINE NUMBER EQUIPMENT FOUNDATION TABLE BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # G1435 16' SLIDING GATE 16' SLIDING GATE MAN GATE — 6" M MAN GATE I PIPELINE I MLV HTR-401 MAN GATE --- 16' SLIDING GATE 16' SLIDING GATE — W Z W /a a 8" MAN GATE --- M LV-3 " MAN GATE POINT # I DESCRIPTION 1 PIG RECEIVER FOUNDATION NOTES: 1. LOCATE FOUNDATIONS PER DWG PNG-C-025-0001212 (SEE ASH ST SJAFB RS PACKAGE). PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 CLAUDEA MCMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL047852 NO.1 DATE REVISION(S) DESCRIPTION A 08-11-2020 60% DESIGN SUBMITTAL B IC 10-02-2020 90% DESIGN SUBMITTAL 12-11-2020 REVISED 90% DESIGN SUBMITTAL PROFESSIONAL ENG/ARCHSTAMP BY CHK JAPPD DESCRIPTION NPH NCT CAM AREA CODE - VISW NCT CAM ACCOUNT NUMBER - VISW NCT CAM PROJECT NUMBER 0231540 DRAWING BY I MSW STATION I D 84-T-91-G L D-6733 CHECKER INITIALS I NCT APPROVALS DATE INITIALS REGIONAL ENGINEER {( DATE INITIALS MGR TECH r DUKE REC & STD' ENERGY DATE INITIALS 12/11 /2020 CAM PRINCIPAL ENGINEER ONPiedmont Natural Gas COPYRIGHT 2018 LINE 475 DOT RELOCATION -PIPELINE STRUCTURAL FOUNDATION PLAN GOLDSBORO, NORTH CAROLINA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA N 0 10, 20' SCALE IN FEET PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL REF. DWG(S) PNG-G-025-0001086 PNG-G-000-0001132 SHEET(S) X OF X I DWG SCALE 1 "=10' DWG DATE 08/11/2020 ISUPERSEDED DRAWING NUMBER REVISION PNG-S-025-0001088 C DISCIPLINE / RESOURCE CENTER / LINE NUMBER 0 gz 4" 4" W z J W a a NG PIPELINE MLV MLV PIPELINE FROM LINE 475 8"x4" 8" 8"x4" BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # G1435 CLAUDE A McMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 PROFESSIONAL ENG/ARCH STAMP 4" 4"x2" 2" 4"x2" 4"x2" 2" 6"x2" 6" WORKING WORKER MONITOR 4" 4"x2" 2" 4"x2" 4"x2" 2" 6"x2" 6" WORKING WORKER MONITOR 4" 4"x2" 2" 4"x2" 4"x2" 2" 6"x2" 6" WORKING WORKER MONITOR 4" 4"x2" 2" 4"x2" 4"x2" 2" 6"x2" 6" WORKING WORKER MONITOR f0 HIGH PRESSURE DISTRIBUTION REGULATOR STATION.T DISTRIBUTION NG J I I TO DISTRIBUTION PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 NO. DATE REVISION(S) DESCRIPTION A 04-24-2020 30% DESIGN SUBMITTAL B 08-11-2020 60% DESIGN SUBMITTAL C 10-02-2020 90% DESIGN SUBMITTAL D 12-11-2020 REVISED 90% DESIGN SUBMITTAL BY CHK JAPPD DESCRIPTION AJB JRC CAM AREA CODE - AJB JRC CAM ACCOUNT NUMBER - AJB JRC CAM PROJECT NUMBER 0231540 AJB JRC CAM DRAWING BY I AJB STATION ID 84-T-91-G LD-6733 CHECKER INITIALS I JRC APPROVALS DATE INITIALS REGIONAL ENGINEER DATE INITIALS MGR TECH REC & STD DATE INITIALS PRINCIPAL 12/11/2020 CAM ENGINEER LINE 475 DOT RELOCATION -PIPELINE ESN E r6livaturalt PROCESS FLOW DIAGRAM GOLDSBORO, NC COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL REF. DWG(S) PNG-G-025-0001086 SHEET(S) X OF X DWG SCALE NONE DWG DATE 03/27/2020 1 SUPERSEDED DRAWING NUMBER REVISION PNG-D-025-0001063 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER NG 001 PNG—D-025-0001051 FROM MLV BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 CLAUDE A McMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 PROFESSIONAL ENG/ARCH STAMP MLV 8 8"x6" g cz W c co 8"x8" B"-VB-6F 2"-VB-6F PIG co SIG m 0 V-VB-6F PR-101 8" RECEIVER U — m a v m 0 v "I 2"-VB-6F RECEIVER SKID NG 005 PNG—D-025-0001059 TO BYPASS NG 002 PNG—D-025-0001057 TO FILTER _> PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 NO.I DATE REVISION(S) DESCRIPTION A 04-24-2020 30% DESIGN SUBMITTAL B 08-11-2020 60% DESIGN SUBMITTAL C 10-02-2020 90% DESIGN SUBMITTAL D 12-11-2020 REVISED 90% DESIGN SUBMITTAL BY CHK JAPPID DESCRIPTION JJM JRC CAM AREA CODE - AJB JRC CAM ACCOUNT NUMBER - AJB JRC CAM PROJECT NUMBER 0231540 AJB JRC CAM DRAWING BY AJB STATION ID 84-T-91-G LD-6733 CHECKER INITIALS I JRC APPROVALS DATE INITIALS REGIONAL ENGINEER DATE INITIALS MGR TECH REC & STD DATE INITIALS PRINCIPAL 12/11/2020 CAM ENGINEER LINE 475 DOT RELOCATION -PIPELINE N E r6lil Nl,d ,nt RECEIVER P&ID EERGOLDSBORO, NC COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA PR-101: BI-DIRECTIONAL LAUNCHER/RECEIVER ANSI CLASS: 600 DESIGN PRESSURE: 1000 PSIG MIN/MAX DESIGN TEMPERATURE:-20/12OF DESIGN FACTOR 0.5 NOTES: 1. ANY CHANGES REQUIRED DUE TO FIELD CONDITIONS MUST BE APPROVED BY THE ENGINEERING DEPARTMENT 2. PIPE AND FITTING SPECIFICATIONS PER PNG DESIGN STANDARD DM-ST-2110 3. CATHODIC PROTECTION DESIGN DETAILS TO BE COORDINATED WITH PNG SYSTEM INTEGRITY. 4. REFER TO VENDOR EQUIPMENT DRAWINGS FOR ADDITIONAL DETAILS. PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL REF. DWG(S) PNG-G-025-0001086 SHEET(S) X OF X I DWG SCALE DWG DATE 03/27/2020 1 SUPERSEDED DRAWING NUMBER NONE PNG-D-025-0001064 DISCIPLINE / RESOURCE CENTER / LINE NUMBER REVISION D PIPE CLEANING: WELDING AND NON-DESTRUCTIVE EXAMINATION: 1. THOROUGHLY CLEAN INTERIOR OF ALL PIPE, FITTINGS, AND JOINTS BEFORE INSTALLATION. EXCLUDE ENTRANCE OF FOREIGN MATTER DURING DISCONTINUANCE OF INSTALLATION BY CAPPING OR PLUGGING TO A WATERTIGHT CONDITION AT THE END OF EACH WORK DAY. PRIOR TO FINAL FITTING OF THE SYSTEM, VISUALLY INSPECT ALL LINES AND JOINTS, REMOVE ALL STRUTS, SWEEP AND/OR FLUSH CLEAN TO THE SATISFACTION OF DUKE ENERGY NGBU. NOTIFY DUKE ENERGY NGBU AT LEAST 24 HOURS IN ADVANCE OF INTENDED CLOSING UP OF A SYSTEM. 2. CONTRACTOR IS RESPONSIBLE FOR PROPERLY CLEANING NEW PIPE TO BE INSTALLED BEFORE RELEASING IT FOR SERVICE. CONTRACTOR SHALL PROVIDE PROCEDURES FOR CLEANING PIPE FOR APPROVAL BY DUKE ENERGY NGBU. PRESSURE AND LEAK TESTING: 1. ALL PIPE SHALL BE TESTED IN ACCORDANCE WITH DUKE ENERGY NGBU CONSTRUCTION MANUAL CM-ST-1300. 2. ALL PIPE SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ASME B31.8 AT A PRESSURE DESIGNATED ON THE DRAWINGS. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND MATERIALS ASSOCIATED WITH PRESSURE TESTING. SHOULD SURFACE LEAKS BECOME APPARENT, THE LEAKS SHALL BE LOCATED AND REPAIRED, AND THE LINE RE -TESTED UNTIL IT FULFILLS THE ABOVE REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIRS AND RE -TESTING. CONTRACTOR SHALL PROVIDE NOTIFICATIONS TO DUKE ENERGY NGBU 48 HOURS PRIOR TO TESTING FOR WITNESS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS, TOOLS, EQUIPMENT, AND PERSONNEL NECESSARY TO CONDUCT THE PRESSURE TEST INCLUDING BUT NOT LIMITED TO AIR COMPRESSOR AND/OR PUMP, TEST MANIFOLDS, DEAD WEIGHT, AND CERTIFIED GAUGES. 4. THE CONTRACTOR IS RESPONSIBLE TO PERFORM INITIAL SERVICE LEAK TESTS IN ACCORDANCE WITH THE REQUIREMENTS OF ASME B31.8 5. A SEALED CERTIFIED TEST RECORD SHALL BE PROVIDED TO DUKE ENERGY NGBU WITHIN 30 DAYS OF COMPLETION OF THE TEST. TEST RECORDS SHALL INCLUDE ALL EQUIPMENT CERTIFICATIONS AND PRESSURE AND TEMPERATURE RECORDING CHARTS. DRAFT COPY OF TEST RECORDS SHALL BE PROVIDED TO DUKE ENERGY NGBU THE DAY OF THE TEST. 6. CONTRACTOR SHALL ALLOW THE TEST PRESSURE TO REACH EQUILIBRIUM WITH TEMPERATURE, PRIOR TO STARTING THE TEST. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR DE -PRESSURIZATION OF THE TEST MEDIUM TO THE ENVIRONMENT IN A SAFE AND REASONABLE MANNER. 8. TEST PRESSURES SHALL BE A MINIMUM OF 1.5 TIMES DESIGN PRESSURE. 9. ALL PIPING SHALL BE TESTED FOR 8 HOURS MINIMUM. MATERIAL NOTES: 1. MATERIAL LIST SHALL BE CONSIDERED AN ESTIMATE. DUKE ENERGY NGBU WILL PROVIDE THE MATERIALS IN THE MATERIALS LIST. CONTRACTOR TO PROVIDE ANY REMAINING MATERIALS NECESSARY TO COMPLETE THE PROJECT. STEEL PIPE, FITTING, AND VALVE NOTES: 1. ALL STEEL PIPE, FITTINGS, VALVES, AND EQUIPMENT SHALL BE INSTALLED ACCORDING TO ASME B31.8 LATEST EDITION, MANUFACTURER'S RECOMMENDATIONS, AND CONSTRUCTION DRAWINGS. 2. CONTRACTOR TO PROVIDE ALL HARDWARE NECESSARY TO COMPLETE THE CONSTRUCTION OF THE FACILITIES INCLUDING GASKETS, NUTS, AND BOLTS. ONLY NEW GASKETS AND BOLTS SHALL BE USED WHEN CONNECTING FLANGES. 3. FIELD VERIFY ALL DIMENSIONS. BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # G1435 CLAUDE A McMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 PROFESSIONAL ENG/ARCH STAMP 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, TOOLS AND EQUIPMENT REQUIRED FOR SURFACE PREPARATION AND WELDING. 2. ALL WELDING MUST BE COMPLETED ACCORDING TO ALL APPLICABLE REGULATORY REQUIREMENTS INCLUDING API 1104. 3. WELDING PROCEDURES SPECIFIC TO PROJECT SHALL BE PROVIDED TO ENGINEER AND DUKE ENERGY NGBU BY THE CONTRACTOR FOR APPROVAL. WELDING PROCEDURE TO BE QUALIFIED PER API 1104. 4. ALL CONTRACTOR WELDERS MUST HAVE THE APPROPRIATE QUALIFICATION RECORDS TO BE SUBMITTED TO DUKE ENERGY NGBU FOR REVIEW PRIOR TO WELDING. DUKE ENERGY NGBU INSPECTOR RESERVES THE RIGHT TO WITNESS ANY NEW WELDER QUALIFICATIONS. 5. CONTRACTOR IS RESPONSIBLE FOR COST FOR TESTING AND QUALIFICATION OF WELDERS INCLUDING MATERIALS AND NDE. 6. DUKE ENERGY NGBU SHALL HIRE A 3RD PARTY X-RAY COMPANY TO XRAY 100% OF ALL THE BUTT WELDS. CONTRACTOR TO COORDINATE SCHEDULING WITH X-RAY COMPANY. 7. ALL WELDS SHALL BE EXAMINED PER API 1104. PAINTING NOTES: 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, PAINTS, TOOLS AND EQUIPMENT REQUIRED FOR PAINTING. 2. ALL STEEL SHALL BE THOROUGHLY WIPED DOWN TO REMOVE ALL TRACES OF GRIT OR OTHER CONTAMINANTS. REMOVE ALL WELD SPLATTER AND GRIND SMOOTH THE BURRS ON ANY CUT EDGES AND ROUGH WELDS. SURFACES TO BE PAINTED SHALL BE PRIMED BEFORE ANY RUSTING CAN OCCUR AND, IN ANY CASE, WITHIN 8 HOURS OF COMPLETION OF SURFACE PREPARATION AND UNDER CONTROLLED TEMPERATURE AND HUMIDITY. IF IT CANNOT BE PRIMED WITHIN THE 8-HOUR PERIOD, THEN ANY RUST BLOOM SHALL BE REMOVED BEFORE PAINT APPLICATION BY SUITABLE HAND OR POWER TOOL. 3. THE PIPING AND PIPING COMPONENT PAINTING SHALL BE INSPECTED AND REPAIRED ACCORDINGLY AFTER INSTALLATION. 4. FOLLOWING THREE -COAT PAINT SYSTEM SHALL BE USED. ALL COATS SHALL BE APPLIED ACCORDING TO MANUFACTURES RECOMMENDATION. ABRASIVE BLAST TO SSPC SP-10. FINAL COLOR TO MATCH ASTM-49-GREY, WITH THE FINAL COAT APPLIED WITHIN 30 DAYS OF PRIMER COAT IF EXPOSED TO SUNLIGHT. a. COAT NO. 1 - SHERWIN WILLIAMS FAST CLAD HS REINFORCED ZINC 2-PART EPDXY PRIMER - MINIMUM 5 MILS b. COAT NO.2 - SHERWIN WILLIAMS MACROPDXY 646 2-PART MARINE EPDXY - 5 MILS C. COAT NO.3 - SHERWIN WILLIAMS ACROLON ULTRA HIGH PERFORMANCE MARINE POLYURETHANE UV ADDITIVE - 5 MILS PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 NO.I DATE REVISION(S) DESCRIPTION A 08-11-2020 60% DESIGN SUBMITTAL B 10-02-2020 90% DESIGN SUBMITTAL C 12-11-20201 REVISED 90% DESIGN SUBMITTAL BY CHK JAPPD DESCRIPTION AJB JRC CAM AREA CODE - AJB JRC CAM ACCOUNT NUMBER - AJB JRC CAM PROJECT NUMBER 0231540 DRAWING BY AJB STATION ID 84-T-91-G LD-6733 CHECKER INITIALS JRC APPROVALS DATE INITIALS REGIONAL ENGINEER DATE INITIALS MGR TECH REC & STD DATE INITIALS PRINCIPAL 12/11/2020 CAM ENGINEER LINE 475 DOT RELOCATION -PIPELINE DUENERr6livatural Piedmont MECHANICAL GENERAL NOTES GOLDSBORO, NC COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL REF. DWG(S) PNG-G-025-0001086 SHEET(S) XX OF XX I DWG SCALE DWG DATE 05/28/2020 1 SUPERSEDED DRAWING NUMBER NONE PNG-M-025-0001260 DISCIPLINE / RESOURCE CENTER / LINE NUMBER REVISION C G I I 0 I I I I 16' SLIDING GATE I I I I I I I MAN GATE I I I I I I L Y O L I BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 CLAUDE A McMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 PROFESSIONAL ENG/ARCH STAMP 0 Q 0 ry U U Q IV SLIDING GATE ED CV MAN GATE MAN GATE ZEE Aw mJ Nil Orz 00 Q� ZD N w Of 0 F ---z 0 CD w � Of U) MAN GATE 16' SLIDING GATE 16' SLIDING GATE J W / 8" PIPELINE MLV MLV-3 23.1' MLV RTU Ll M-025�� 266 MAN GATE STATION RTU m ATE PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 NO. DATE REVISION(S) DESCRIPTION A 04-24-2020 30% DESIGN SUBMITTAL B 08-11-2020 60% DESIGN SUBMITTAL C 10-02-2020 90% DESIGN SUBMITTAL D 12-11-2020 REVISED 90% DESIGN SUBMITTAL BY CHK JAPPD DESCRIPTION AJB JRC CAM AREA CODE - AJB JRC CAM ACCOUNT NUMBER - AJB JRC CAM PROJECT NUMBER 0231540 AJB JRC CAM DRAWING BY AJB STATION ID I 84-T-91-G LD-6733 CHECKER INITIALS I JRC APPROVALS DATE INITIALS REGIONAL ENGINEER DATE INITIALS MGR TECH REC & STD DATE INITIALS PRINCIPAL 12/11/2020 CAM ENGINEER LINE 475 DOT RELOCATION -PIPELINE PENERGY, DUKE r6111 PNal ied ao t MECHANICAL PLOT PLAN GOLDSBORO, NC COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA REF. DWG(S) 0 10, 20' SCALE IN FEET PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL PNG-G-025-0001086 SHEET(S) XX OF XX DWG SCALE 1 "=10' DWG DATE 04/14/2020 SUPERSEDED DRAWING NUMBER REVISION PNG-M-025-0001265 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER NOTES: 1. ANY CHANGES REQUIRED DUE TO FIELD CONDITIONS MUST BE APPROVED BY THE ENGINEERING DEPARTMENT. TO REGULATOR STATION BYPASS PR-101 CRUSHED -ROCK CONCRETE PR-101 FOUNDATION DETAIL SCALE: 1 /4"=1'-0" M-025-0001265 ENLARGED PLAN - PIPELINE RECEIVER CONCRETE FOUNDATION SECTION A SCALE: 1/4"=1'-0" THIS DWG SUPPLIED BY VENDOR 17 of � Ow --- � Q J J LL � Z O O Lu - ry Q O �C/) SUPPLIED BY 35 VENDOR 34 33- I --------— �r �1 I I L I I J L. REST BLOCK (TYP.) - u 31-1 I I I I 37-1 A THIS DW G FROM MLV 6'-0" REST BLOCK (TYP.) B HIS DWG CRUSHED ROCK COI FOUN SECTION(a:) SCALE: 1/4"=1'-0" THIS DWG I %"V I ✓L wl x \ 1 I1P.) 0 2' 4' 8' SCALE IN FEET BURNS&McDONNELLCONSULTANTS, INC. STATE LICENSE # C-1435 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 CLAUDE A McMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL047852 PROFESSIONAL ENGIARCH STAMP NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS r� DUKE Piedmont s NO ENERGY Natural Gas COPYRIGHT2018 LINE 475 DOT RELOCATION - PIPELINE MECHANICAL PIPING PLAN &SECTION S GOLDSBORO, NC GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA A 08-11-2020 60% DESIGN SUBMITTAL AJB JRC CAM AREA CODE - DATE INITIALS REGIONAL ENGINEER B 10-02-2020 90% DESIGN SUBMITTAL AJB JRC CAM ACCOUNT NUMBER - C 12-11-2020 REVISED 90% DESIGN SUBMITTAL AJB JRC CAM PROJECT NUMBER 0231540 DATE INITIALS MGR TECH REC & STD DRAWING BY AJB STATION ID 84-T-91-GLD-6733 DATE 12/11/2020 INITIALS CAM PRINCIPAL ENGINEER CHECKER INITIALS I JRC 2. PIPE AND FITTING SPECIFICATIONS PER PNG DESIGN STANDARD DM-ST-2110. 3. CATHODIC PROTECTION DESIGN DETAILS TO BE COORDINATED WITH PNG SYSTEM INTEGRITY. 4. REFER TO VENDOR EQUIPMENT DRAWINGS FOR ADDITIONAL DETAILS. INDICATES ELECTRICALLY ISOLATED. PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL REF. DWG(S) PNG-G-025-0001086, PNG-C-025-0001228 SHEET(S) XX OF XX DWG SCALE 1/4"=1'-0" DWG DATE 08/07/2020 1 SUPERSEDED DRAWING NUMBER REVISION PNG-M-025-0001266 C DISCIPLINE / RESOURCE CENTER / LINE NUMBER BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 CLAUDE A McMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 PROFESSIONAL ENG/ARCH STAMP FROM LINE 475 PLAN VIEW SCALE: AS NOTED BELOW 0 4' 8' 12' SCALE IN FEET 8' 1)11 enu 4r-n 0T17n1 mmr! 1TVP 1 SECTION A SCALE: 3/8" = 1'-0" THIS DWG 0 2' 4' 6' SCALE IN FEET FROM LINE 475 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 NO.1 DATE REVISION(S) DESCRIPTION A 12-11-2020 REVISED 90% DESIGN SUBMITTAL BY CHK JAPPID DESCRIPTION JTB CNS CAM AREA CODE - ACCOUNT NUMBER - PROJECT NUMBER 0231540 DRAWING BY WTB STATION ID - CHECKER INITIALS CNS APPROVALS DATE INITIALS NIA N/A REGIONAL ENGINEER DATE INITIALS MGR TECH NIA N/A REC & STD DATE INITIALS PRINCIPAL 12/11/2020 CAM ENGINEER LINE 475 DOT RELOCATION - PIPELINE N E r6li Need ao t STATION INLET VALVE EERGOLDSBORO, NC COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO NORTH CAROLINA PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL REF. DWG(S) SHEET(S) X OF X I DWG SCALE AS NOTED DWG DATE 12/10/2090 1 SUPERSEDED DRAWING NUMBER REVISION PNG-M-025-0001281 A DISCIPLINE / RESOURCE CENTER / LINE NUMBER 57 57 q 51 I 60 55 Is 54 53 52 I SANDWICH VALVE (TYP.) GRADE U_ ry o w ,> �o J w 59 6" ]BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 EXISTING PIPE TO BE REMOVED STOPPLE PLUGGING WITH TRAIN ISOLATION SYSTEM (TYP.) i SANDWICH VALVE (TYP.) 58 58 1'-6" 3'-0" PROPOSED 4" BY-PASS EXISTING 4" LINE 67 51 FLOW 161'-416' SECTION A SCALE: 3/8"=1'-0" THIS DWG 170'-416" (NOTE 2) FLOW 119'-4" 161'-416" DETAIL SCALE: 3/8"=1'-0" _ FALLIN BOULEVARD (80' WIDE) STOPPLE PLUGGING WITH TRAIN ISOLATION SYSTEM (TYP.) 1 1" TDW THREAD-O-RING 1.1 58 58 FITTING (TYP.) 3'-0" 1'-6" 59 611 PROPOSED 4" BY-PASS 1" TDW THREAD-O-RING FITTING (TYP.) EXISTING 4" LINE 67 EXISTING PIPE TO BE REMOVED 8'-011 SECTION E:) SCALE: 3/8"=1'-0" THIS DWG 57 THIS DWG A 57 52 153 X 54 155 12" 0' 1' 5' 10, 3/8" = 1'-0" PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 CLAUDE A. McMULLAN NO.1 DATE REVISION(S) DESCRIPTION IFC SUBMITTAL DATE A 08-11-2020 60% DESIGN SUBMITTAL NORTH CAROLINA B IC 10-02-2020 90% DESIGN SUBMITTAL SEAL 047852 12-11-2020 REVISED 90% DESIGN SUBMITTAL PROFESSIONAL ENG/ARCH STAMP BY CHK JAPPD DESCRIPTION NPR CNS CAM AREA CODE - NPR CNS CAM ACCOUNT NUMBER - NPR CNS CAM PROJECT NUMBER 0231540 DRAWING BY I NPR STATION ID I 84-T-91-G LD-6733 CHECKER INITIALS I CNS APPROVALS DATE INITIALS REGIONAL ENGINEER DATE INITIALS DUKE RE C& STDTECHp ENERGY DATE INITIALS 12/11 /2020 CAM PRINCIPAL ENGINEER NOPiedmont Natural Gas COPYRIGHT 2018 LINE 475 RELOCATION - PIPELINE FALLIN BLVD BOX SECTION BYPASS GOLDSBORO, NORTH CAROLINA GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA NOTES: 1. ANY CHANGES REQUIRED DUE TO FIELD CONDITIONS MUST BE APPROVED BY THE ENGINEERING DEPARTMENT. 2. APPROXIMATELY 160' OF LINE 67 TRANSMISSION PIPE TO BE REPLACED. FINAL LENGTH MAY VARY BASED ON FIELD CONDITIONS SUCH AS WELD LOCATION AND FIELD BENDS. 160' MINIMUM REPLACMENT LENGTH REQUIRED TO AVOID IMPACTS FROM FUTURE FALLIN BLVD EXPANSION. 3. DPS TO CONTACT INTEGRITY TECHNICIAN AT START OF PROJECT. PROJECT CANNOT BE GASSED UP UNTIL INTEGRITY HAS CONFIRMED NO ADDITIONAL WORK IS NEEDED. 4. TOR SPACING PER TDW CUTSHEETS. FINAL SPACING/ORIENTATION SHALL BE COORDINATED PRIOR TO CONSTRUCTION. 5. ANY TRANSITION PIECES REQUIRED SHALL BE PROVIDED BY CONTRACTOR AND HAVE MINIMUM 1,000 PSIG MAOP. PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL REF. DWG(S) PNG-G-025-0001086, PNG-M-025-0001283, PNG-M-025-0001284 SHEET(S) XX OF XX DWG SCALE 3/8"=1'-0" DWG DATE 02/14/2020 1 SUPERSEDED DRAWING NUMBER REVISION PNG-M-025-0001282 C DISCIPLINE / RESOURCE CENTER / LINE NUMBER 4'-6" NEW 4" PIPE DETAIL SCALE: 3/8"=1'-0" 170'-416' (NOTE 2) 161'-416' NEW 4" PIPE 4'-6" FALLIN BOULEVARD (80' WIDE) THIS DWG 119'-4" GRADE i \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\// 59 TIE-IN POINT 56 BURNS & McDONNELL CONSULTANTS, INC. STATE LICENSE # C-1435 a W O z 56 50 50 56 50 56 PROPOSED 4" LINE 475 4sa 150'-0" �50 SECTION SCALE: 3/8"=1'-0" THIS H W G TIE-IN POINT (59 EXISTING 4" LINE 67 12" 0' 1' 5' 10, 3/8" = V-0" PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 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 1001 CLAUDE A. McMULLAN IFC SUBMITTAL DATE NORTH CAROLINA SEAL 047852 NO. DATE REVISION(S) DESCRIPTION A 08-11-2020 60% DESIGN SUBMITTAL B IC 10-02-2020 90% DESIGN SUBMITTAL 12-11-2020 REVISED 90% DESIGN SUBMITTAL PROFESSIONAL ENG/ARCHSTAMP BY CHK APPD DESCRIPTION NPR CNS CAM AREA CODE NPR CNS CAM ACCOUNT NUMBER NPR CNS CAM PROJECT NUMBER 0231540 DRAWING BY NPR STATION ID 84-T-91-G LD-6733 CHECKER INITIALS CNS APPROVALS DATE INITIALS REGIONAL ENGINEER DATE INITIALS MGR TECH REC & STD DATE INITIALS PRINCIPAL 12/11/2020 CAM ENGINEER LINE 475 RELOCATION - PIPELINE t DUE r6111Piedmont Natural FALLIN BLVD BOX SECTION INSTALLATION GOLDSBORO, NORTH CAROLINA COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER, GOLDSBORO, NORTH CAROLINA NOTES: 1. ANY CHANGES REQUIRED DUE TO FIELD CONDITIONS MUST BE APPROVED BY THE ENGINEERING DEPARTMENT. 2. APPROXIMATELY 160' OF LINE 67 TRANSMISSION PIPE TO BE REPLACED. FINAL LENGTH MAY VARY BASED ON FIELD CONDITIONS SUCH AS WELD LOCATION AND FIELD BENDS. 160' MINIMUM REPLACMENT LENGTH REQUIRED TO AVOID IMPACTS FROM FUTURE FALLIN BLVD EXPANSION. 3. DPS TO CONTACT INTEGRITY TECHNICIAN AT START OF PROJECT. PROJECT CANNOT BE GASSED UP UNTIL INTEGRITY HAS CONFIRMED NO ADDITIONAL WORK IS NEEDED. 4. TOR SPACING PER TDW CUTSHEETS. FINAL SPACING/ORIENTATION SHALL BE COORDINATED PRIOR TO CONSTRUCTION. 5. ANY TRANSITION PIECES REQUIRED SHALL BE PROVIDED BY CONTRACTOR AND HAVE MINIMUM 1,000 PSIG MAOP. 6. DOT ROAD EXPANSION WILL CUT SWALES TO 109' ELEVATION AT LOWEST POINT. LINE 67 SHALL BE LOWERED SO TOP OF PIPE IS AT 104' ELEVATION, OR LOWER, TO MAINTAIN F COVER THROUGHOUT CROSSING. LOWERING PLAN BASED ON "U-5724100% Final plans.pdf' BY KIMLEY-HORN DATED 8/24/2020. PRELIMINARY - NOT FOR CONSTRUCTION 90% DESIGN SUBMITTAL REF. DWG(S) PNG-G-025-0001086, PNG-M-025-0001282, PNG-M-025-0001284 SHEET(S) XX OF XX DWG SCALE 3/8"=1'-0" DWG DATE 01/2012020 SUPERSEDED DRAWING NUMBER REVISION PNG-M-025-0001283 C DISCIPLINE / RESOURCE CENTER / LINE NUMBER B SKID OUTER BEAM "01" HILTI "HAS" ROD SLAB LENGTH "A„ — — W/NUT & WASHER O 1x1l LL SKID LENGTH "C„ n CLAMP PLATE 0- SHIM PLATE _ "Z"x"Z"GROUT LEVELING PAD "NS" GROUT & CLAMP SETS THICKNESS =1"AS REQUIRED (SEE DETAIL)LU Z FOUNDATION m o0- z w A-- -- -- -- -- — •.— -- -- -- -- -- -- -- -- — �•— -- -- -- -- w , pr , 01 0 m Q J W 0 CV i 7 c c Ne v SKID ON SLAB FOUNDATION - PLAN 3/8"=1'-0" "TT" BARS, TOP TRANSVERSAL, SEE REBAR TABLE "TL" BARS, TOP LONGITUDINAL, SEE REBAR TABLE SKID `"BL" BARS, BOTTOM LONGITUDINAL, SEE REBAR TABLE "BT" BARS, BOTTOM TRANSVERSAL, SEE REBAR TABLE a as A SECTION 11IJ �_ 3/8"=V-01, COMPACTED SUBGRADE %-- 2" THK. LEAN CONCRETE COMPACTED WASHED STONE (NCDOT #57 OR #67) FOUNDATION SLAB - DIMENSIONS TABLE FOUNDATION SLAB - REBAR TABLE L/R PIPE SIZE "A" SLAB LENGTH "B" SLAB WIDTH "C" SKID LENGTH "D" SKID WIDTH "Sill BOLT SPA 11S2" BOLT SPA "Y" BOLT TO EDGE "BL" BARS "137 BARS "TL" BARS 77 BARS BAR SIZE No. SPACING BAR SIZE No. SPACING BAR SIZE No. SPA BAR SIZE No. SPA 6" 44'-0" 12'-0" 40'-0" 8'-0" 6'-0" 8'-0" 1'-10" #6 (%"p 12 12" #6 (%" 0) 44 12" #5 (%" 0) 12 12" #5 (%"P 44 12" 8" 48'-0" 12'-0" 44'-0" 8'-0" 6'-0" 9'-0" 1'-10" #6 (%110) 12 12" #6 0/4110) 48 12" #5 (s110) 12 12" #5 (s"P 48 12" 10" 44'-0" 12'-6" 40'-0" 8'-6" 6'-0" 8'-0" 1'-10" #6 (4"0) 1 13 12" #6 (4" 0) 44 12" #5 (%110) 13 12" #5 (%"P 44 12" 12" 44'-0" 14'-0" 40'-0" 10'-0" 4'-6" 7'-0" 1'-10" #6 (%"p 14 12" #6 (%" 0) 44 12" #5 (%" 0) 14 12" #5 (%"P 44 12" 16" 48'-0" 14'-0" 44'-0" 10'-0" 5'-3" 7'-6" 1'-10" #6 (%110) 14 12" #6 (%" 0) 48 12" #5 (s"0) 14 12" #5 (s110) 48 12" 20" 56'-10%" 14'-0" 52'-10%" 10'-0" 5'-8%" 7'-7" 1'-10" #6 (4"0) 17 10" #6 (4" 0) 68 10" #5 (%" 0) 17 1 10" #5 (%"P 68 10" 24" 56'-4" 14'-0" 52'-4" 10'-0" 5'-5" 7'-7" 1'-10" #6 (%"p 17 10" #6 (%" 0) 68 10" #5 (%" 0) 17 10" #5 (%"P 68 10" 30" 62'-5%" 14'-0" 58'-5%" 10'-0" 1 6-8%" 1 7'-0" 1 V-10" #6 (%110) 17 10" #6 0/4"0) 75 10" #5 (s"0) 17 1 10" #5 NFO) 75 10" 9 LEGEND: %" CHAMFER (TYP) "CHAMFER (TYP @ CORNERS) FINISHED GRADE 3" CLR SKID GROUT & CLAMP DETAIL NOT TO SCALE 5" M "TH1" THICK PL CLAMP PLATE 3" M "TH2" THICK PL SHIM PLATE GROUT & CLAMP DIMENSIONS TABLE L/R PIPE SIZE "N S" SETS 110111 101" BOLT DIA "P" PROJ "X" DISTANCE "E"MIN EMBEDMENT "Z" GROUT 1102" HOLE DIA TH 1 CLAMP PL TH 2 SHIM PL 6" 10 8" 3 2" 6" 6" 1211 %8" Y2" /6" 811 10 Y8" 3Y2" 611 611 1211 %8" 12" /Y2 /6" " 10 10 8 %" 3" 611611$" 1211 ° /611 12" 12 Y4" 3 2" 7" 6 2" 14" ill Y2" 16" 16" 12 %" 3%" 7" 6%" 14" ill z" 16" 20" 14 %" 3%" 7" 6%" 14" ill %" 16" 24" 14 %" 3%" 7" 7" 14" 1%" %" 16° 30" 16 %" 3�" 7" 7" 14" 1%" z" 16° %" CHAMI (TYP @ C, rB_' SECTION 1\17i �_ 3/8"= 1 " Oil "02" HOLE "02" HOLE INISHED GRADE N+0.00 NOTES: 1. ALL FOUNDATIONS SHALL BE PLACED ON UNDISTURBED SOIL. IF SOIL UNDERNEATH FOUNDATIONS HAS BEEN DISTURBED OR FILLED, CONTRACTOR SHALL PROPERLY COMPACT SUB -GRADE OR STRUCTURAL FILL TO 95% OF STANDARD PROCTOR. TYP TYPICAL CLR CLEAR 2. ALL REINFORCING STEEL SHALL BE GRADE 60. THK THICK BOS BOTTOM OF STEEL 3. CONCRETE STRENGTH @ 28 DAYS = 4000 PSI. TOG TOP OF GROUT TOC TOP OF CONCRETE 4. ANCHOR BOLT PROJECTION IS REFERRED TO TOP OF CONCRETE. EL ELEVATION PL PLATE 5. REQUIRED MINIMUM ALLOWABLE SOIL BEARING PRESURE 1500 PSF, TO BE VERIFIED FOR EACH PROJ PROJECTION LOCATION. DIA DIAMETER SPA SPACING L/R LAUNCHER/RECEIVER NOTES FOR FOUNDATION TYPE SELECTION 1. THE USE OF SLAB FOUNDATION TYPE SHALL BE VERIFIED AND APPROVED BY A GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE, BASED ON SPECIFIC SOIL CHARACTERISTICS AT THE SITE WHERE THE LAUNCHER/RECEIVER IS INTENDED TO BE USED. 2. THICKNESS OF SLAB AND/OR WASHED STONE UNDER SLAB MAY VARY DEPENDING OF SPECIFIC REQUIREMENTS FOR FOUNDATION LEVELS, IN PARTICULAR WHERE FROST EAVE EFFECTS NEED TO BE CONSIDERED. PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY IEDMONT'S NATURAL GAS FACILITY DR_AAJ_NG�E CqNSIDEBQD CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS 0 01/05/2017 ISSUED FOR PROJECT USE- ENGINEERING DONE BY AECOM JLS EJP EB AREA CODE _ DATE 01/25/2018 SIGNATURE/INITIALS ELIZABETH LEMONS REGIONAL ENGINEER P iedmont1 01/25/2018 REVISED TITLE BLOCK TO SHOW UPDATED CHECKERS EMC EPL EB ACCOUNT NUMBER - PROJECT NUMBER - DATE 01/26/2018 SIGNATURE/INITIALS JIM KALISHA MGR TECH REC &STD Natural Gas r6v DRAWING BY JLS PROFESSIONALENGIARCHSTAMP STATION ID DATE 01/26/2018 SIGNATURE / INITIALS ED BOONE PRINCIPAL ENGINEER COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC28210 CHECKER INITIALS EPL LAUNCHER/RECEIVER SKID INSTALLED ON SLAB FOUNDATION 6"-30" LAUNCHER/RECEIVER DETAILS STRUCTURAL REF. DWG(S) PNG-G-000-0001114 PNG-G-000-0001115 PNG-G-000-0001121 SHEET(S) 1 OF 1 1 DWG SCALE AS NOTED DWG DATE 11/21/2016 SUPERSEDED DRAWING NUMBER REVISION PNG-G-000-0001132 1 DISCIPLINE / RESOURCE CENTER / LINE NUMBER SYMBOLS AND LEGEND FLOW TAG LINE SERVICE DESIGNATION VALVES ACTUATED VALVES FITTINGS MISCELLANEOUS A AIR NOTE: THE DEFAULT CONFIGURATION FOR VALVE SYMBOLS SHOWN IS LINKED DRAWING NUMBER BG PILOT GAS (BSD_) WELDED/THREADED/OPEN. FOR FLANGED VALVES OR CLOSED VALVES SEE THE EXAMPLES SHOWN. P �' THREADED END OR WELDED CONNECTION OTHER VENDOR VENDOR SUPPLY LIMIT 001 (EQUIPMENT DESCRIPTION) CA COMBUSTION AIR c0 CARBON DIOXIDE >< GATE VALVE (WELDED/THREADED/OPEN) FLANGED CONNECTION CORRESPONDING ARROW IDENTIFIER DF DW DRAIN FUEL DOMESTIC WATER GATE VALVE (WELDED/THREADED/CLOSED) CHOKE NIPPLE EA EG ENGINE AIR PILOT GAS (ESD) > GATE VALVE (FANGED/OPEN) PILOT ACTUATED VALVE CLIENT CUSTOMER CUSTOMER SUPPLY LIMIT EX FA EXHAUST FREE AIR GATE VALVE (FLANGED/CLOSED) DIELECTRIC UNION VALVE IDENTIFICATION FG FUEL GAS UNION FW G GL HD HO FIRE WATER PROCESS GAS GYLCOL HYDROCARBON DRAIN HYDRAULIC OIL ANGLE VALVE BALL VALVE DIRECT OPERATED VALVE PRESSURE REGULATOR EXISTING NEW EXISTING SUPPLY LIMIT 12"-VA-1 F MISCELLANEOUS SIZE (INCHES) HW IA IG HEATED WATER INSTRUMENT AIR INERT GAS GLOBE VALVE ORBIT VALVE (SELF-CONTAINED) VALVE TYPE L LO PROCESS LIQUID LUBE OIL BUTTERFLY VALVE BACK PRESSURE REGULATOR INSULATION WITH THICKNESS (INCHES) SLOPE PRESSURE CLASS N MT�ROG OL CHECK VALVE (SELF-CONTAINED) PP PERSONNEL PROTECTION DO NOT POCKET SLOPE END CONNECTION NG NATURAL GAS CHECK VALVE PISTON TYPE M OW PG OILY WATER POWER GAS ET HEAT TRACED WITH INSULATION ❑� CONE FLOW METER PW POTABLE WATER STOP CHECK VALVE MOTOR ACTUATED VALVE RW SG RAW WATER STARTING GAS GAUGE VALVE W/BLEEDER RUPTURE DISC -PRESSURE RELIEF PITOT TUBE (AVERAGE) SPG UA SECONDARY POWER GAS UTILITY AIR NEEDLE VALVE PITOT TUBE (SINGLE PORT) V WW VENT WASTE WATER PLUG VALVE � � DOUBLE-ACTING PISTON ACTUATED VALVE (HIGH PRESSURE GAS) RUPTURE DISC -VACUUM RELIEF � POSITIVE DISPLACEMENT METER VALVE TYPE DESIGNATION � FOUR-WAY VALVE THREE-WAY VALVE PISTON ACTUATED VALVE FLAME ARRESTOR STRAIGHTENING VANES VA GATE VALVE ABBREVIATIONS > DOUBLE ACTING TURBINE METER VB BALL VALVE VC CHECK VALVE ® FLEXIBLE HOSE ❑� ULTRASONIC FLOWMETER VF BUTTERFLY VALVE ACTUATED VALVES Y OPEN DRAIN VG GLOBE VALVE ACP INST. AIR COMP. CONTROL PANEL PISTON ACTUATED VALVE � VENTURI METER VI GAUGE VALVE W/ BLEEDER AND PLUG AOV AIR OPERATED VALVE i SINGLE ACTING (SPRING OPEN) Q VN NEEDLE VALVE VP PLUG VALVE AOY A/M AIR OPERATED SOLENOID AUTOMATIC/MANUAL 2 POSITION SWITCH NOTE: VALVE BODIES IN THIS SECTION ARE SHOWN AS SIMPLE GATE, ANGLE OR CLOSURE �M METER V3 3-WAY VALVE BSW BASIC SEDIMENT & WATER THREE WAY VALVES. THE ACTUATOR CAN BE SHOWN ON ANY TYPE OF VALVE. ED** TEST OR BLEED RING (W/VENT VALVE) CSC CSO CAR SEAL CLOSED CAR SEAL OPEN PISTON ACTUATED VALVE WEDGE METER D DRAIN S SINGLE ACTING (SPRING CLOSE) ❑T TRAP VALVE PRESSURE CLASS DESIGNATION ESD BSD STATION EMERGENCY SHUTDOWN CONTROL PANEL C = "CLOSE" BUILDING EMERGENCY SHUTDOWN THREE WAY SOLENOID VALVE S S S STARTER WITH START/ STOP PUSHBUTTON SWITCH GRADE PENETRATION FITTINGS 0 ATMOSPHERIC U CLASS 125 1 CLASS 150 E/H CONTROL PANEL 0 = "OPEN" ELECTRO-HYDRAULIC ACTUATOR S] __NMI MANUAL ACTUATOR OR RESET THERMOMETER EX FC EXHAUST FAIL CLOSED MAN PADDLE BLIND (OPEN) XX NOZZLE TAG 4 CLASS 400 6 CLASS 600 FLP FAIL IN LAST POSITION WAY SOLENOID VALVE WITH MANUAL RESET 1 9 CLASS 900 15 CLASS 1500 FO GOV FAIL OPEN GAS OPERATED VALVE I PADDLE BLIND (CLOSED) PADDLE TXPX TIE -POINT 20 2000 PSI CWP GOY GAS OPERATED SOLENOID 30 3000 PSI CWP HOA HAND -OFF -AUTO STATION PILOT/DNERTER VALVE SPECTACLE BLIND (OPEN) 60 6000 PSI CWP IAS INSTRUMENT AIR SUPPLY �1 c �J > BOTTLE NOTE: IGS INSTRUMENT GAS SUPPLY SEE PROJECT PIPING MATERIAL SPECIFICATIONS FOR DESIGN LC LOCK CLOSED SPECTACLE BLIND (CLOSED) 24" PRESSURE AND MAOP FOR SPECIFIC PRESSURE CLASS. LCB LHC LOCAL CONTROL BOARD LOCKING HANDLE VALVE CLOSED EXPANSION JOINTS PRESSURE/VACUUM RELIEF VALVE LHO LO LOCKING HANDLE VALVE OPEN LOCK OPEN 0 ORIFICE PLATE IN QUICK CHANGE FITTING EXP JOINT END CONNECTION DESIGNATION MCC CC MOTOR CONTROL CENTER MOTOR OPERATED VALVE s S CONE -TYPE STRAINER PD PLC POSITIVE DISPLACEMENT PROGRAMMABLE LOGIC CONTROLLER ANGLE SOLENOID VALVE ORIFICE FLANGE OR RESTRICTION ORIFICE A SOCKET WELD PP PV PERSONNEL PROTECTION PRESSURE CONTROL VALVE a TUBING ADAPTER S BASKET STRAINER (S) B SCREWED RA REVERSE ACTING S n THREADED PIPET c BUTT WELD RCP REGULATOR STATION CONTROL PANEL E FIAT FACED FLANGED F RAISED FACED FLANGED RF RO RAISED FACE RESTRICTION ORIFICE MAN ANGLE SOLENOID VALVE WITH MANUAL RESET o (LONG) COUPLING LONG G BUTT WELD X RAISED FACED FLANGED RTU REMOTE TERMINAL UNIT �S� S TEE STRAINER H BUTT WELD X RING JOINT FLANGED SCP STATION CONTROL PANEL J RING JOINT FLANGED SD SHUTDOWN THERMOWELL (THREADED) SE SP T/c SCREWED END SET POINT THERMOCOUPLE ANGLE VALVE WITH PILOT/DIVERTER PLUG F FILTER (F) LINE NUMBER IDENTIFICATION MR TIME DELAY RELAY SWAGE UCP V COMPRESSOR CONTROL PANEL WELD 3"-STD-B(SG-1)0001 WE END PILOT RELIEF VALVE D REDUCER 5-i K Y-TYPE STRAINER NOMINAL PIPE SIZE IN INCHES--J S S UNION ORIFICE PIPE SCHEDULE MATERIAL GRADE PRESSURE OR VACUUM RELIEF VALVE S INSULATED COUPLING OR UNION. ® FILTER OR MIST EXTRACTOR ELEMENT LINE SERVICE / (CONDUIT, PIPE OR TUBING) PRESSURE CLASS SEQUENTIAL LINE NUMBER INSULATING FLANGE SADDLE BRANCH REINFORCEMENTPISTON ACTUATED VALVE INSULATING JOINT (MONOLITHIC) MATERIAL GRADE DESIGNATION 11110- FLOW ARROW RAIN CAP VO ITEM SUPPLIED BY X65 API 5L X65 �� BUG SCREEN EQUIPMENT VENDOR X65 API 5L X6 DIAPHRAGM ACTUATED VALVE X52 API 5L X52 X42 API 5L X42 WITH VALVE POSITIONER ] S HOSE CONNECTION Q SCRAPER BAR RED TEE AI_ ALUMINUM TUBING B API 5L GRADE B OR ASTM GRADE B S PIPE BREAK 304L ASTM A312 GRADE TP S PVC ASTM D1785 POLYVINYL CHLORIDE C > PIPE CAP /71 vxxi SPECIALTY ITEM TAG SS ASTM 316 SS SEAMLESS ANNEALED TUBING *PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *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) NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 1 OF 3 DWG SCALE NONE 0 9/30/2020 ISSUE OF P&ID STANDARD AA JLS JLS AREA CODE DATE NITIALS REGIONAL N/A N/A ENGINEER DWG DATE 9/30/2020 SUPERSEDED ACCOUNT NUMBER I DUKE Piedmont r6111 P&I D SYMBOLS AND LEGENDS DATE INITIALS PROJECT NUMBER N/A N/A MGR TECH ENERGY Natural Gas DRAWING NUMBER REVISION DRAWING BY REC&STD% PNG—G-000-0002250 O STATION ID DATE INITIALS PRINCIPAL PROFESSIONALENGIARCHSTAMP N/A N/A ENGINEER COPYRIGHT 2018 CHECKER INITIALS DISCIPLINE / RESOURCE CENTER / LINE NUMBER SYMBOLS AND LEGEND PUMPS EQUIPMENT MISCELLANEOUS CENTRIFUGAL cy v-xxxx HORIZONTAL FILTER SEPARATOR FAN MOTOR CENTRIFUGAL F M -XXXX (SIDE VIEW) SATELLITE DISH 8 POSITIVE DISPLACEMENT V-xxxx GENERIC EQUIPMENT SLOWDOWN SILENCER W/ RAIN HOOD DIAPHRAM SL- XXXX SUMP v-xxxx HORIZONTAL TANK PMP41 P LIQUID DRIVE � BLOWER, CENTRIGAL COMPRESSOR v-xxxx VERTICAL TANK BA-xxxx (FLAT BOTTOM) BLOWER, AXIAL VOLUME BOTTLE S EXHAUST HOOD/DIFFUSER PUMP VERTICAL TANK v-xxxx (ROUNDED BOTTOM) A EQUIPMENT IDENTIFICATION PUMP AC GAS COOLER C COMPRESSOR LAUNCHER/RECEIVER AUTOMATIC DAMPER R-XXXX (CONCENTRIC) E HEAT EXCHANGER ARROW INDICATES DIRTECTION OF FLOW F FILTER FE FLOW ELEMENT C- XXX RECIP. COMPRESSOR G FUEL GAS SCRUBBER H HEATER/REBOILER -XXXX LAUNCHER/RECEIVER L LACT UNIT L/R LAUNCHER/RECEIVER R (ECCENTRIC) M MOTOR P PUMP M SCP STATION CONTROL PANEL SL SILENCER RELIEF DAMPER T CONTACTOR/ACCUMULATOR ARROW INDICATES TK TANK DIRTECTION OF FLOW V VESSEL W WELL HEAD WELLHEAD I M MOTORIZED (POSITIONING) DAMPER HORIZONTAL FILTER SEPARATOR FILTER FILTER *PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *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) NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 2 OF 3 DWG SCALE NONE 0 9/30/2020 ISSUE OF P&ID STANDARD AA JLS JLS AREA CODE DATE INITIALS REGIONAL N/A N/A ENGINEER DWG DATE 9/30/2020 SUPERSEDED ACCOUNT NUMBER I DUKE 0111 Piedmont P&I D SYMBOLS AND LEGENDS DATE INITIALS PROJECT NUMBER N/A N/A MGR TECH ENERGY Natural Gas DRAWING NUMBER REVISION DRAWING BY REC&STD PNG—G-000-0002250 O STATION ID DATE INITIALS PRINCIPAL PROFESSIONALENGIARCHSTAMP N/A N/A ENGINEER COPYRIGHT 2018 CHECKER INITIALS DISCIPLINE / RESOURCE CENTER / LINE NUMBER SYMBOLS AND LEGEND INSTRUMENTATION IDENTIFICATION LETTERS INSTRUMENT BALLOONS MISCELLANEOUS MISCELLANEOUS (USED INSIDE INSTRUMENT BALLOONS) (FROM ISA "TABLE 2") CONTROLLING READOUT SWITCHES do DEVICES DEVICES ALARM DEVICES * TRANSMITTERS DEVICES PLC 1/0 AI=ANALOG INPUT AO=ANALOG OUTPUT MEASURED OR DI=DIGITAL INPUT DO=DIGITAL OUTPUT INITIATING VARIABLE XXXX LOCAL MOUNTED INSTRUMENT W % J W U c z z J z z z z c z REMOTE PANEL MOUNTED INSTRUMENT z U z J a w o m z N U J (FRONT OF PANEL) (PRIMARY) Of U uj ? M � ccnnQ U c ? _ 3 0 Q U w ? M ccnwQ.� aw �a 3a SC.D c U_w LOCAL PANEL MOUNTED INSTRUMENT (FRONT OF PANEL) (AUXILIARY) A ANALYSIS ARC AIC AC AR Al ASH ASL ASHL ART AIT AT AY AE AP AW AV B BURNER/COMBUSTION BRC BIC BC BR BI BSH BSL BSHL BRT BIT BT BY BE BW BG BZ C USER'S CHOICE _ REMOTE PANEL MOUNTED INSTRUMENT (REAR OF PANEL) (PRIMARY) D USER'S CHOICE E VOLTAGE ERC EIC EC ER El ESH ESL ESHL ERT EIT ET EY EE EZ F FLOW RATE FRC FIC FC FCV FR A FSH FSL FSHL FRT FIT FT FY FE FP FG FV : LOCAL PANEL MOUNTED INSTRUMENT (REAR OF PANEL) (AUXILIARY) FQ FLOW QUANTITY FQRC FQIC FOR FQI FQSH FQSL FQIT FQT FOY FQE FQV FF FLOW RATIO FFRC FFIC FFC FFR FFI FFSH FFSL FE FFV G USER'S CHOICE 00 INSTRUMENT FOR TWO MEASURED VARIABLES OR FUNCTIONS (COMMON H HAND HIC HC HS HV ENCLOSURE) I CURRENT IRC TIC IR II ISH ISL ISHL IRT IIT IT IY IE IZ J POWER JRC JIC JR JI JSH JSL JSHL JRT JIT JT JY JE JV PNEUMATIC SUPPLY TO INSTRUMENT K TIME KRC KIC KC KCV KR KI KSH KSL KSHL KRT KIT KT KY KE KV L LEVEL LRC LIC LC LCV LR LI LSH LSL LSHL LRT LIT LT LY LE LW LG LV M USER'S CHOICE N USER'S CHOICE ELECTRICAL SUPPLY TO INSTRUMENT STATION CONTROL SYSTEM INSTRUMENT WITH COMMON (SHARED) DISPLAY (CRT) 0 USER'S CHOICE P PRESSURE/VACUUM PRC PIC PC PCV PR PI PSH PSL PSHL PRT PIT PT PY PE PP PSV PV PD PRESSURE, DIFFERENTIAL PDRC PDIC PDC PDCV PDR PDI PDSH PDSL PDRT PDIT PDT PDY PE PP PDV Q QUANTITY QRC QIC OR QI QSH QSL ASHL QRT QIT QT QY OE QZ R RADIATION RRC RIC RC RR RI RSH RSL RSHL RRT RIT RT RY RE RW RZ XXX LOCAL PANEL MOUNTED INSTRUMENT WITH COMMON (SHARED) DISPLAY (CRT) S SPEED/FREQUENCY SRC SIC SC SCV SR SI I SSH SSL SSHL SRT SIT ST SY SE SV T TEMPERATURE TRC 11C TC TCV TR 11 TSH TSL ISHL I TRT TIT TT TY TE TP TW TSE TV TD TEMPERATURE, DIFFERENTIAL TDRC TDIC TDC TDCV TOR MI TDSH TDSL TORT MIT TOT MY TE TP TW TDV U MULTIVARIABLE UR UI UY UV VXXX STATION PLC FUNCTION OR STATION ESD (PROGRAMMABLE LOGIC CONTROLLER) LOCAL PLC FUNCTION OR UNIT CONTROL PANEL V VIBRATION/MACHINERY ANALYSIS VR VI VSH VSL VSHL VRT VIT VT VY VE VZ W WEIGHT/FORCE WRC WIC WC WCV WR WI WSH WSL WSHL WRT WIT WT WY WE WZ WD WEIGHT/FORCE DIFFERENTIAL WDRC WDIC WDC WDCV WDR WDI WDSH WDSL WDRT WDIT WDT WDY WE WDZ X UNCLASSIFIED ESD EBD EMERGENCY SHUTDOWN (HARDWIRED) EMERGENCY BLOWDOWN (HARDWIRED) Y EVENT/STATE/PRESENCE YIC YC YR YI YSH YSL YT YY YE YZ Z POSITION/DIMENSION ZRC ZIC ZC ZCV ZR ZI ZSH ZSL ZSHL ZRT ZIT ZT ZY ZE ZV ZD GAUGING/DEVIATION ZDRC ZDIC ZDC ZDCV ZDR ZDI ZDSH ZDSL ZDRT ZDIT ZDT ZDY ZDE ZDV *NOTE: ADDITIONAL INSTRUMENT ABBREVIATIONS, IF REQUIRED, SHALL USE THIS TABLE AS A GUIDE. ZSC = LIMIT SWITCH CLOSE MCC MOTOR CONTROL CENTER "H", "L", "HH", OR "LL" SUFFIXED TO TAGS FOR SWITCHES ZSO = LIMIT SWITCH OPEN AND RELATED DEVICES INDICATE ALARM OR SHUTDOWN AS FOLLOWS: SVO = SOLENOID VALVE OPEN ® VARIABLE FEQUENCY DRIVE SVC = SOLENOID VALVE CLOSE H = HIGH HH = HIGH HIGH IR = FIRE DETECTOR L = LOW ALARM LL = LOW LOW SHUTDOWN RO = RESTRICTION ORIFICE CGE = GAS DETECTOR RELAY FUNCTION DESIGNATIONS LINE SYMBOLS LOGIC MISCELLANEOUS (ADJACENT TO INSTRUMENT BALLOON) �f CHARACTERIZE CAPILLARY TUBING < > I GENERALIZED FOR UNDEFINED OR COMPLEX INTERLOCK LOGIC ` SUMMING ❑ XX RUNNING LIGHT ON (GREEN) XXX COMPUTER CONNECTION iO \ ❑] SQUARE ROOT AND INTERLOCK IS EFFECTIVE ONLY IF ALL INPUTS EXIST TOTALIZE EXAMPLE ELECTRICAL LEAD ` � OR RUNNING LIGHT OFF (RED) LOCALDISPLAY HIGH SIGNAL SELECT FIBER OPTIC/ELECTROMAGNETIC SIGNAL OR INTERLOCK IS EFFECTIVE IF ANY ONE OR MORE INPUTS EXIST ` �G LOW SIGNAL SELECT HYDRAULIC LINE P < > PURGE LINE - AIR, GAS, LIQUID ` OA RUNNING LIGHT READY (AMBER) Fil CURRENT REPEATER SIGNAL PNEUMATIC LINE P CURRENT TO PRESSURE TRANSDUCER P I PNEUMATIC TO CURRENT TRANSDUCER SKID LIMITS <> UNDEFINED CONTROL LOGIC (USUALLY HIGH PRESSURE GAS OR GAS/HYD. VALVE ACTUATORS) STARTER WITH START/STOP S S S PUSHBUTTON SWITCH I RESISTANCE TO CURRENT CONVERTER E 0 VOLTAGE TO ELECTROMAGNETIC I VOLTAGE TO CURRENT *PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *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) NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 3 OF 3 DWG SCALE NONE 0 9/30/2020 ISSUE OF P&ID STANDARD AA JLS JLS AREA CODE DATE NITIALS REGIONAL N/A N/A ENGINEER DWG DATE 9/30/2020 SUPERSEDED ACCOUNT NUMBER If DUKE Piedmont r6111 P&I D SYMBOLS AND LEGENDS DATE NITIALS PROJECT NUMBER MGR TECH ENERNatural Gas ENERGY DRAWING NUMBER REVISION DRAWING BY N/A N/A REC&STD �. . PIG—G-000-0002250 O STATION ID DATE INITIALS PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP N/A N/A ENGINEER COPYRIGHT 2018 CHECKER INITIALS DISCIPLINE / RESOURCE CENTER / LINE NUMBER