20190425 Ver 1_Att D Plans_20190403

Attachment D. Plans

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LINE 451 PIPELINE PROJECT
LINCOLN & CATAWBA COUNTIES, NORTH CAROLINA
LOCATION MAP
SCALE. 1"=10,000'
ISSUED FOR BID
PMDBCOIWAW
35WPARKWAYIMC &RE 500
PIEACHTREECOIFWR$ G43M
C -18M
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
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s RFOFESSIO°YI MARCHSTAMD
NO, DATE REVISIONIS) DESCRIPTION BY I CHK APPD I DESCRIPTION
APPROVALS
DUKE piedmont
��BdERGY: Natural Gas
COPYRIGHT 2018
LINE 451 PIPELINE PROJECT
COVER SHEET
LINCOLN & CATAWBA COUNTIES, NC
HICKORY RESOURCE CENTER, HICKORY, NC
SHEETS) 1 OF 1 DWG SCALE NONE
A 07-13-2018 ISSUED FOR 30% SUBMITTAL VT SF BG AREA CODE 0435
,wLs
REGIONAL
ENGINEER
DWG DATE 06/2012018 SUPERSEDED
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019 ISSUED FOR 90% SUBMITTAL VT SF BG PROJECT NUMBER 1151527
"'T"s
MGR TECH
REC&STD
DRAWING NUMBER
PNG-G-451-0001000
REVISION
D
D 03-08-2019 ISSUED FOR BID VT SF BG DRAWING BY VT
STATION ID
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PRINCIPAL
ENGINEER
CHECKER INITIALS I SF
DISCIPLINE I RESOURCE CENTER I LINE NUMBER

GENERAL NOTES
1. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED ON SITE IN AN AREA APPROVED BY PNG.
2. EXCESS MATERIAL IS DEFINED AS ANY MATERIAL BROUGHT TO THE SITE BY THE CONTRACTOR OR GENERATED DURING DEMOLITION,
WHICH IS NOT USED FOR CONSTRUCTION OF THE PROJECT. ALL EXCESS MATERIAL PRODUCED BY THE CONTRACTOR'S OPERATIONS SHALL
BE DISPOSED OF IN ACCORDANCE WITH LOCAL, COUNTY, STATE, AND FEDERAL REGULATIONS AT NO COST TO THE OWNER.
3. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, STATE, AND FEDERAL GUIDELINES/REGULATIONS APPLICABLE TO
CONSTRUCTION OF THIS SITE.
4. EXISTING CONDITIONS WERE TAKEN FROM:
A TOPOGRAPHIC SURVEY PERFORMED BY MASER CONSULTING; [phone]
AN ENVIRONMENTAL SURVEY PERFORMED BY POND 8 COMPANY; [phone]
5. GEOTECHNICAL ENGINEERING REPORTS PREPARED BY INTERTEK PSI; [phone]. APPROXIMATE BOREHOLE LOCATIONS HAVE BEEN
SHOWN ON THE PLANS.
6. LOCATIONS OF EXISTING UNDERGROUND UTILITIES AND SITE IMPROVEMENTS ARE APPROXIMATE. ACTUAL EXISTING CONDITIONS MAY
VARY FROM WHAT IS REPRESENTED IN THESE DRAWINGS. CONTRACTOR SHALL IDENTIFY EXACT LOCATIONS IN THE FIELD PRIOR TO
EXCAVATION BY CONTACTING NORTH CAROLINA 811 AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO EXISTING UTILITIES
AND SITE IMPROVEMENTS. SOME UTILITIES AND SITE IMPROVEMENTS MAY NOT BE SHOWN. CONTRACTOR SHALL NOTIFY OWNER OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION.
7. ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC MATTER AND WASTE.
B. WORK AROUND THE EXISTING UTILITIES, DRAINAGE SYSTEMS, AND SITE IMPROVEMENTS SHALL BE PERFORMED IN A MANNER THAT WILL
AVOID DAMAGES TO THE UTILITIES, STORM DRAINAGE, SITE IMPROVEMENTS, AND PAVEMENT. PRIOR TO COMMENCING WITH WORK, THE
CONTRACTOR SHALL ACCURATELY LOCATE OR GET THE APPROPRIATE UTILITY COMPANY TO LOCATE ABOVE -AND BELOW- GROUND
UTILITIES WHICH MAY BE AFFECTED BY THE WORK. THE CONTRACTOR SHALL PROTECT ALL UTILITIES, STORM DRAINAGE, SITE
IMPROVEMENTS, AND PAVEMENTS NOT DESIGNATED FOR REMOVAL, RELOCATION, OR REPLACEMENT IN THE COURSE OF THE
CONSTRUCTION. ANY EXISTING UTILITIES, STORM DRAINAGE, OR SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE
REPAIRED TO THE SATISFACTION OF THE UTILITY COMPANIES IMMEDIATELY AT NO EXPENSE TO THE OWNER OR ENGINEER.
FURTHERMORE, IF THE PROPOSED CONSTRUCTION NECESSITATES THE DISCONNECTION OR RELOCATION OF ANY UTILITY OR STORM
DRAINAGE SYSTEM, THEN THE REPLACEMENT UTILITY INFRASTRUCTURE SHALL BE IN PLACE AND FULLY FUNCTIONAL, PRIOR TO THE
DISCONNECTION OF SAID UTILITY. PLEASE NOTE THAT LOCATING ALL UNDERGROUND FACILITIES IS THE CONTRACTOR'S RESPONSIBILITY.
9. ALL DIMENSIONS ARE TAKEN FROM/TO EDGE OF PAVEMENT, CENTERLINE OF UTILITY OR EDGE OF EASEMENT UNLESS OTHERWISE NOTED.
10. MATCH ALL NEW PAVEMENT FLUSH WITH EXISTING PAVEMENT, UNLESS OTHERWISE NOTED. NEW PAVEMENT TO BE INSTALLED ACCORDING
TO THE REQUIREMENTS OF THE AUTHORITY WITH JURISDICTION.
11. SITE CONTRACTOR SHALL VERIFY ALL COORDINATES AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. BRING ANY
DISCREPANCIES WITH LAYOUT TO ATTENTION OF OWNER PRIOR TO STARTING CONSTRUCTION.
12. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'
(MUTCD), LATEST EDITION.
13. CONTRACTOR SHALL PROVIDE TEST PLAN AND COORDINATE WITH PNG PRIOR TO ALL TESTS.
14. UNLESS SPECIFICALLY SHOWN OTHERWISE ON THE DRAWINGS, CONTRACTOR SHALL MAINTAIN A MINIMUM 5-0- OFFSET FROM PROPERTY
LINES AND FROM EDGE OF PAVEMENT (EXCLUDING ROAD AND PROPERTY LINE CROSSINGS). ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO THE CURRENT SPECIFICATIONS AND STANDARDS OF PIEDMONT NATURAL GAS.
15. ALL WORK SHALL BE IN COMPLIANCE WITH OSHA, TITLE 29 OF THE CODE OF FEDERAL REGULATIONS, AND ALL OTHER FEDERAL, STATE AND
LOCAL LAWS AND REGULATIONS.
16. THE GAS MAIN SHALL BE INSTALLED SO AS TO PROVIDE A MINIMUM OF TWENTY FOUR (24) INCHES OF CLEARANCE TO ALL OTHER
UNDERGROUND UTILITIES AND STRUCTURES. WHERE THIS IS NOT POSSIBLE, APPROPRIATE PROTECTION SHALL BE INSTALLED.
17. ALL DRAINAGE PIPES AND STRUCTURES SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS RESULTING FROM CONSTRUCTION. THESE
PIPES AND STRUCTURES SHALL BE MAINTAINED CLEAN DURING THE PERIOD OF CONSTRUCTION.
18. ALL DISTURBED SLOPES SHALL BE RESTORED TO EXISTING GRADES AND STABILIZED AS INDICATED ON THE PLANS HEREIN.
19. IT IS PNG POLICY NOT TO LEAVE STOPPLES IN LINE UNATTENDED. CONTRACTOR SHOULD PLAN AND SCHEDULE TIE-INS AT EACH SITE FOR 1
DAY DURATION.
20. ACCESS DRIVEWAY INFORMATION IS FOR INFORMATION ONLY. CONTRACTOR TO COORDINATE WITH PNG FOR ACCESS PERMISSIONS AND
REQUIREMENTS.
21. PROPOSED PIPE LOCATIONS SHOWN ARE AS FIELD IDENTIFIED BY PNG AND ARE BASED ON EVALUATION OF ABOVE GROUND FEATURES.
THE FINAL ALIGNMENT AND LOCATION OF PIPE SHALL BE DETERMINED BY PNG AND ITS DESIGNATED INSPECTOR(S).
22. CONTRACTOR TO VERIFY WETLANDS HAVE BEEN PERMITTED AND MITIGATED PRIOR TO DISTURBING ANY WETLAND AREAS.
SITE NOTES
1. CONTRACTOR SHALL REPAIR ALL DAMAGE TO EXISTING FEATURES (PAVEMENT, CURBS, WALKS, DRIVEWAYS, YARDS, LANDSCAPING, ETC.)
TO A LIKE NEW CONDITION AT NO ADDITIONAL COST TO THE OWNER.
2. ALL TRENCHES CUT IN EXISTING ROADS OR DRIVES SHALL UTILIZE A CLEAN SAW CUT AND SHALL BE BACKFILLED (100'x) TO FINAL
SUBGRADE ACCORDING TO THE AUTHORITY HAVING JURISDICTION'S REQUIREMENTS.
3. CONCRETE FOR CURBS AND SIDEWALKS SHALL BE 3500 PSI CONCRETE.
4. ANY WORK UNACCEPTABLE TO THE OWNER'S REPRESENTATIVE, TO LOCAL REPRESENTATIVE, OR TO UTILITY REPRESENTATIVE SHALL BE
REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.
5. ALL PAVEMENT MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE JURISDICTIONAL AUTHORITY STANDARD DRAWINGS AND
SPECIFICATIONS.
6. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC OR APPROVED ALTERNATIVE.
GRADING NOTES
1. PROPER TEMPORARY AND PERMANENT MEASURES SHALL BE USED TO CONTROL EROSION AND SEDIMENTATION IN ACCORDANCE WITH ALL
LOCAL, STATE AND FEDERAL REGULATIONS. ALL EROSION AND POLLUTION CONTROL DEVICES AND MEASURES SHALL BE CONSTRUCTED,
INSTALLED, MAINTAINED, AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS,
REGULATIONS, ORDINANCES, AND POLICIES.
2. MULCH AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED, UNLESS OTHERWISE INDICATED.
CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION.
3. PROVIDE TEMPORARY CONSTRUCTION ACCESS(ES) AT THE POINT(S) WHERE CONSTRUCTION VEHICLES EXIT THE CONSTRUCTION AREA,
MAINTAIN PUBLIC ROADWAYS FREE OF TRACKED MUD AND DIRT.
4. THE CONTRACTOR SHALL CHECK ALL EXISTING GRADES AND DIMENSIONS IN THE FIELD PRIOR TO BEGINNING WORK AND REPORT ANY
DISCREPANCIES TO THE ENGINEER.
5. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE MANUAL OF ACCIDENT PREVENTION AND CONSTRUCTION
ISSUED BY AGC OF AMERICA. INC. AND THE SAFETY AND HEALTH REGULATIONS OF CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF
PROFES90I'd4L EWARC H STAW
LABOR.
6. NO VEGETATION OR TREES OUTSIDE OF THE PERMANENT EASEMENT AND TEMPORARY WORKSPACES SHALL BE DISTURBED OR REMOVED.
7. STRIP TOPSOIL FROM ALL CUT AND FILL AREAS AND STOCKPILE UPON COMPLETION OF GENERAL GRADING. DISTRIBUTE TOP SOIL OVER
ALL DISTURBED AREAS, TO A MINIMUM DEPTH OF 6', CONTRACTOR SHALL SUPPLY ADDITIONAL TOP SOIL IF INSUFFICIENT QUANTITIES EXIST
ON SITE.
8. POSITIVE DRAINAGE SHALL BE ESTABLISHED AS THE FIRST ORDER OF WORK AND SHALL BE MAINTAINED AT ALL TIMES DURING AND AFTER
CONSTRUCTION. SOIL SOFTENED BY PERCHED WATER IN FOUNDATION AND PAVEMENT AREAS MUST BE UNDERCUT AND REPLACED WITH
SUITABLE FILL MATERIALS APPROVED BY A GEOTECHNICAL ENGINEER. GROUNDWATER INFILTRATION INTO EXCAVATIONS SHOULD BE
EXPECTED, AND THE WATER SHALL BE REMOVED USING GRAVITY DRAINAGE OR PUMPING.
9. THE LOCATION OF ALL DIVERSION SWALES AND DITCHES SHALL BE FIELD ADJUSTED TO AVOID TREES AS MUCH AS POSSIBLE. THE
CONTRACTOR SHALL WALK THE ALIGNMENT OF THESE SWALES AND DITCHES IN THE FIELD TO VERIFY AVOIDANCE OF TREES.
10. STOCKPILED TOPSOIL OR FILL MATERIAL IS TO BE CONTAINED SO SEDIMENT RUN-OFF WILL NOT CONTAMINATE SURROUNDING AREAS OR
ENTER NEARBY STREAMS OR WETLANDS.
11. ANY SITE USED FOR DISPOSAL AND/OR STOCKPILE OF ANY MATERIAL SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITY. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO SEE THAT ALL REQUIRED PERMITS ARE SECURED FOR EACH PROPERTY UTILIZED. A COPY OF
THE APPROVED PERMIT MUST BE PROVIDED TO THE INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON ANY PROPERTY. FAILURE TO DO
SO MAY RESULT IN THE CONTRACTOR REMOVING ANY ILLEGALLY PLACED MATERIAL AT HIS OWN EXPENSE.
12. AFTER STRIPPING TOPSOIL AT STATION SITES, PROOF ROLL EXPOSED SUBGRADE WITH A LOADED TRUCK TO IDENTIFY UNSTABLE SOILS.
STABILIZE UNSTABLE AREAS BY UNDERCUTTING AND REPLACING UNSTABLE MATERIALS WITH COMPACTED SELECT MATERIAL.
13. ALL FILL SHALL BE FREE OF ALL ORGANIC MATTER. TRASH AND OTHER DELETERIOUS MATERIALS, CONTAINING NO ROCK FRAGMENTS
GREATER THAN 6 INCHES IN ANY ONE DIRECTION.
14. STRUCTURAL SOIL FILL SHALL HAVE A STANDARD PROCTOR MAXIMUM DRY DENSITY OF 90 POUNDS PER CUBIC FOOT (PCF) OR GREATER
AND A PLASTICITY INDEX (PL) OF 30 PERCENT OR LESS. ALL MATERIAL BEING USED AS SOIL FILL SHOULD BE TESTED AND APPROVED BY
OWNER BEFORE BEING PLACED.
15. PLACE AND COMPACT FILL IN ACCORDANCE WITH SPECIFICATIONS.
16. PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISH GRADE. PROPER ADJUSTMENT SHOULD BE MADE BY CONTRACTOR FOR
SUBGRADE.
17. SHAPE ALL DITCHES ACCORDING TO TYPICAL SECTION OR SPECIAL DITCH DETAIL.
18. ONLY MATERIAL MEETING OWNER'S REQUIREMENTS FOR EMBANKMENT MAY BE USED.
19. ALL EXCAVATION IS UNCLASSIFIED WITHOUT REGARD TO MATERIALS ENCOUNTERED. CONTRACTOR SHALL VISIT SITE AND DRAW HIS OWN
CONCLUSIONS TO CONDITIONS ENCOUNTERED. LINE AND GRADES SHOWN SHALL BE ACHIEVED WITHOUT ADDITIONAL COMPENSATION.
20. ANY AREA THAT IS DISTURBED OUTSIDE LIMITS OF CONSTRUCTION DURING THE LIFE OF THIS PROJECT SHALL BE REPAIRED BY
CONTRACTOR AT HIS EXPENSE.
21. THE CONTRACTOR SHALL NOT DISPOSE OF ANY MATERIAL EITHER ON OR OFF PROJECT SITE IN A REGULATORY FLOOD WAY AS DEFINED BY
THE FEDERAL EMERGENCY MANAGEMENT AGENCY WITHOUT APPROVAL BY SAME. ALL MATERIAL SHALL BE DISPOSED OF IN UPLAND
(NON -WETLAND) AREAS AND ABOVE ORDINARY HIGH WATER OF ANY ADJACENT WATERCOURSE. THIS DOES NOT ELIMINATE THE NEED TO
OBTAIN ANY OTHER LICENSES OR PERMITS THAT MAY BE REQUIRED BY ANY OTHER FEDERAL, STATE, OR LOCAL AGENCY FOR THE
CONSTRUCTION OF THIS PROJECT.
VARIATIONS IN PLAN OR PROFILE
1. THE CONTRACTOR SHALL MAINTAIN THE HORIZONTAL ALIGNMENT (PLAN VIEW) AS INDICATED ON THE PROJECT PLANS WITH A t3 FOOT
VARIANCE, UNLESS ADDITIONAL DEVIATION IS APPROVED BY PNG.
2. CONTROL POINT ELEVATIONS SHOWN INDICATE THE MINIMUM COVER AND SHALL NOT BE REDUCED. THE CONTRACTOR MAY DRILL DEEPER
WITH THE APPROVAL OF THE OWNER.
3. THE CONTRACTOR MAY REQUEST CHANGES TO THE PROPOSED VERTICAL AND HORIZONTAL ALIGNMENT OF THE INSTALLATION AND THE
LOCATION OF THE ENTRY AND EXIT POINTS FOR HDD BORES. PROPOSED CHANGES SHALL BE SUBMITTED TO THE OWNER AND RECEIVE
APPROVAL OF THE OWNER PRIOR TO STARTING THE EFFECTED ACTIVITY.
BORE PILOT HOLE REQUIREMENTS
1. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN INSTRUMENTATION WHICH WILL ACCURATELY LOCATE THE PILOT HOLE,
MEASURE DRILL STRING AXIAL AND TORSION LOADS, AND MEASURE DRILLING FLUID DISCHARGE RATE AND PRESSURE.
2. THE OWNER WILL HAVE ACCESS TO THESE INSTRUMENTS AND THEIR READINGS AT ALL TIMES.
3. THE CONTRACTOR, WHEN REQUESTED BY THE OWNER, WILL PROVIDE INSPECTION HOLES AT NO ADDITIONAL COST TO VISUALLY VERIFY
THE LOCATION AND CONDITION OF THE DRILLED PIPELINE.
4. THE CONTRACTOR SHALL PLOT THE ACTUAL HORIZONTAL AND VERTICAL ALIGNMENT OF THE PILOT HOLES AT INTERVALS NOT EXCEEDING
20 FEET, AND CORRESPONDING WITH THE PROJECT STATIONING AND DATUM.
5. THE CONTRACTOR SHALL MAINTAIN AND UPDATE AN 'AS -BUILT' PLAN AND PROFILE AS THE PILOT BORE IS ADVANCED.
6. THE CONTRACTOR SHALL GRANT THE OWNER ACCESS TO ALL DATA READOUT PERTAINING TO THE POSITION AND INCLINATION OF THE
BORE HEAD. WHEN REQUESTED. THE CONTRACTOR SHALL PROVIDE EXPLANATIONS OF HIS POSITION MONITORING AND STEERING
EQUIPMENT.
7. THE ACTUAL PILOT HOLE EXIT POINT SHALL BE LOCATED WITHIN THREE (3) FEET LATERALLY OF THE EXIT POINT SHOWN ON THE DRAWINGS.
LONGITUDINALLY, THE ACTUAL EXIT POINT SHALL BE NO MORE THAN FIVE (5) FEET SHORT OR FIVE (5) FEET PAST THE EXIT POINT SHOWN
ON THE DRAWINGS.
8. THE PILOT HOLE SHALL BE DRILLED ALONG THE PATH SHOWN ON THE PLAN AND PROFILE DRAWING MAINTAINING THE SPECIFIED
TOLERANCES.
9. THE OWNER SHALL APPROVE THE ALIGNMENT OF PILOT BORE BEFORE THE REAMING PHASE OR PIPE PULLING MAY COMMENCE.
10. IF THE PILOT BORE FAILS TO CONFORM TO THE ABOVE TOLERANCES, OWNER MAY, AT HIS OPTION REQUIRE A NEW PILOT BORE TO BE
MADE.
11. IN ALL CASES, RIGHT OF WAY RESTRICTIONS SHALL TAKE PRECEDENCE OVER THE LISTED TOLERANCES.
12. NO PILOT HOLE WILL BE ACCEPTED IF IT WILL RESULT IN ANY OF THE PIPELINE BEING INSTALLED IN VIOLATION OF RIGHT OF WAY
RESTRICTIONS.
13. CONCERN FOR ADJACENT UTILITIES AND/OR STRUCTURES SHALL TAKE PRECEDENCE OVER THE LISTED TOLERANCES. LISTING OF
TOLERANCES DOES NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR SAFE OPERATION OR DAMAGE TO ADJACENT UTILITIES AND
STRUCTURES.
14. ALL BEND RADII SHALL BE EQUAL TO OR GREATER THAN THOSE LISTED IN THE PROJECT PLANS.
BORE INSTALLATION
1. ALL HDD DRILLS TO BE INSTALLED BY THE WIRE LINE PROCESS.
2. THE CONTRACTOR, SUBJECT TO THE REQUIREMENTS OF THESE PLANS, WILL DETERMINE THE EXACT METHOD AND TECHNIQUES FOR
COMPLETING THE HDD CROSSINGS. EXCAVATED MUD PITS CONSTRUCTED IN THE ENTRY AND EXIT AREAS WILL BE LIMITED TO THE PIPE
BORE HOLE AREA ONLY.
3. AFTER COMPLETION OF THE DIRECTIONAL DRILLING WORK. THE ENTRY AND EXIT PIT LOCATIONS SHALL BE RESTORED TO THEIR ORIGINAL
CONDITIONS.
BORE PRE -REAMING REQUIREMENTS
1. AFTER THE PILOT HOLE IS ACCEPTED, THE CONTRACTOR SHALL PERFORM A REAMING AND PRODUCT PIPE PULL.
2. THE MAXIMUM PRE -REAMING DIAMETER SHALL BE DETERMINED BY COMPANY SPECIFICATIONS AND CONSTRUCTION SUPERVISOR'S
APPROVAL UNLESS OTHERWISE APPROVED BY THE COMPANY'S ENGINEER.
3. BUOYANCY MODIFICATIONS SHALL BE USED AT THE DISCRETION OF THE CONTRACTOR. ANY BUOYANCY MODIFICATION PROCEDURE
PROPOSED FOR USE SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE
PULL SECTION RESULTING FROM BUOYANCY MODIFICATIONS.
BORE PULLBACK REQUIREMENTS
1. CONTRACTOR SHALL PULL EXTRA LENGTH OF PRODUCT PIPE SO ONE JOINT CAN BE EXAMINED.
2. CONTRACTOR SHALL SUPPORT THE PRODUCT PIPE PULL SECTION AS IT PROCEEDS DURING PULLBACK SO THAT IT MOVES FREELY AND IS
NOT OVER STRESSED.
BORE DRILLING FLUIDS
1. CONTRACTOR SHALL SUBMIT THE COMPOSITION OF ALL DRILLING FLUIDS TO OWNER FOR APPROVAL.
2. CONTRACTOR SHALL NOT USE ANY DRILLING FLUID THAT DOES NOT COMPLY WITH PERMIT REQUIREMENTS AND ENVIRONMENTAL
REGULATIONS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, TRANSPORTING, AND STORING ANY WATER REQUIRED FOR DRILLING FLUIDS.
4. CONTRACTOR SHALL MAXIMIZE RECIRCULATION OF DRILLING FLUID SURFACE RETURNS.
5. CONTRACTOR SHALL PROVIDE SOLIDS CONTROL AND FLUID CLEANING EQUIPMENT OF A CONFIGURATION AND CAPACITY THAT CAN
PROCESS SURFACE RETURNS AND PRODUCE DRILLING FLUID SUITABLE FOR REUSE.
6. DISPOSAL OF EXCESS DRILLING FLUID IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE CONDUCTED IN COMPLIANCE WITH ALL
ENVIRONMENTAL REGULATIONS, RIGHT-OF-WAY AND WORKSPACE AGREEMENTS, AND PERMIT REQUIREMENTS.
7. CONTRACTOR SHALL SUBMIT DRILLING FLUID DISPOSAL PROCEDURES TO OWNER FOR APPROVAL.
8. CONTRACTOR SHALL EMPLOY BEST EFFORTS TO MAINTAIN FULL ANNULAR CIRCULATION OF DRILLING FLUID.
9. DRILLING FLUID RETURNS AT LOCATIONS OTHER THAN THE ENTRY AND EXIT PITS SHALL BE MINIMIZED.
10. IN THE EVENT THAT ANNULAR CIRCULATION IS LOST, CONTRACTOR SHALL TAKE ACTION TO RESTORE CIRCULATION.
11. IF INADVERTENT SURFACE RETURNS OF DRILLING FLUIDS OCCUR, CONTRACTOR SHALL IMMEDIATELY CLEAN AND COLLECT.
BORE CROSSING WITHOUT CASINGS
1. THE CONSTRUCTION OF ALL CROSSINGS DESIGNED BY THE COMPANY, INCLUDING ALL DETAILS INCIDENT TO THE INSTALLATION OF SUCH
CROSSINGS, SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND SHALL COMPLY WITH SUCH SPECIFICATIONS AS MAY BE REQUIRED BY
THE OTHER AUTHORITY HAVING JURISDICTION, AND SUCH SPECIFICATIONS HEREIN AS MAY BE APPLICABLE.
2. THE BORED CROSSING WITHOUT CASING SHOULD BE INSTALLED BEFORE THE DITCHING AND BENDING OPERATIONS ARRIVE AT THE
CROSSING. WHEN BORING, THE CUTTING HEAD SHALL NOT EXTEND BEYOND THE LEADING END OF THE CARRIER PIPE MORE THAN SIX
INCHES.
GROUTING OF BORED AND CASED CROSSINGS
1. WHERE REQUIRED, BORED AND CASED CROSSING SHALL BE PRESSURE GROUTED BY THE CONTRACTOR TO COMPLETELY FILL THE
ANNULAR SPACE BETWEEN THE CARRIER OR CASING PIPE AND THE EARTH. THE GROUT SHALL CONSIST OF A SAND -CEMENT SLURRY OF AT
LEAST TWO SACKS OF CEMENT/YD3.OR AS REQUIRED BY JURISDICTIONAL AUTHORITY.
NCDOT GENERAL NOTES
1. A WRITTEN AGREEMENT IS REQUIRED FOR ANY UTILITY WHICH IS TO CROSS OR OTHERWISE OCCUPY HIGHWAY RIGHT-OF-WAY. AFTER
APPROVAL, THE DIVISION ENGINEER OR HIS APPOINTED REPRESENTATIVE SHALL BE GIVEN PRIOR NOTICE BEFORE BEGINNING WORK ON
HIGHWAY RIGHT-OF-WAY. THERE MUST BE A MUTUAL UNDERSTANDING BETWEEN UTILITY AND DOT REPRESENTATIVES AS TO WHEN WORK
WILL COMMENCE AND ON ANY OTHER CONDITIONS DEEMED NECESSARY.
2. TRAFFIC WILL NOT BE DETOURED OR REROUTED ON STATE ROADS FOR THE INSTALLATION UNLESS APPROVED BY THE DIVISION ENGINEER.
WHEN DETOURS ARE ALLOWED, THE DIVISION ENGINEER WILL DELINEATE THE DETOUR ROUTE AND ALL SIGNING AND MARKING OF THE
DETOUR WHICH MAY BE NECESSARY.
3. PARKING OF VEHICLES ON AREAS OF INSTALLATION OR MAINTENANCE WILL NOT BE PERMITTED IN THE TRAVELED WAY, EXCEPT WHERE
THE PRESCRIBED SIGNING OR FLAGMEN, OR BOTH, ARE IN PLACE.
4. THE STORAGE OF MATERIALS ON THE ROADWAY WILL NOT BE PERMITTED EXCEPT IN EXTREME INSTANCES AND THEN ONLY BY
PERMISSION FROM THE DIVISION ENGINEER OR HIS REPRESENTATIVE AND WHERE PROPER SIGNING IS IN PLACE.
5. ALL AREAS DISTURBED DURING CONSTRUCTION OR MAINTENANCE SHALL BE RESTORED TO THE SATISFACTION OF THE DIVISION ENGINEER
OR HIS REPRESENTATIVE.
6. IN THE EVENT THE CONTRACTOR FAILS TO RESTORE ANY ROADWAY OPENING TO THE SATISFACTION OF THE DIVISION ENGINEER, AFTER
SUFFICIENT NOTIFICATION BY THE DIVISION ENGINEER, THE NON -BETTERMENT COST OF RESTORING OR REPAIRING SAME BY DOT FORCES
WILL BE BORNE BY THE CONTRACTOR.
7. TRAFFIC CONTROL DEVICES
a. ANY AGENCY PERFORMING CONSTRUCTION AND MAINTENANCE WORK ON OR ADJACENT TO A STREET OR HIGHWAY ON THE STATE
HIGHWAY SYSTEM IS RESPONSIBLE FOR USING THE PROPER TRAFFIC CONTROL DEVICES. THE DEVICES USED ARE SUBJECT TO
APPROVAL BY THE DIVISION OF HIGHWAYS AND SHALL CONFORM TO THE MUTCD AND TO THE NORTH CAROLINA SUPPLEMENT TO THE
MUTCD.
b. ALL TRAFFIC CONTROL DEVICES INSTALLED ON THE STATE HIGHWAY SYSTEM SHALL BE IN CONFORMANCE WITH THE MUTCD AND THE
NORTH CAROLINA SUPPLEMENT TO THE MUTCD.
8. THE CROSSINGS SHOULD BE LOCATED AS NEAR NORMAL TO THE HIGHWAY ALIGNMENT AS PRACTICAL.
PROPRIETARY 8 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
ISSUED FOR BID
DESCRP WN APPROVALS
A CODE 0435
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REGIONAL
=NTNUMBER 0107000
ENGINEER
IJECT NUMBER 1151527 °"
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LINE 451 PIPELINE PROJECT
Piedmont GENERAL NOTES
Natural Gas LINCOLN & CATAWBA COUNTIES, NC
COPYIUGHT2018 Hickory Resource Center, Hickory, NC
REF. DWG(S)
1 OF 1 1 DWG SCALE NONE
DWG DATE 0 612 012 01 8 1 SUPERSEDED _
DRAWING NUMBER REVISION
PNG-G-451-00010021 D
DISCIPLINE I RESOURCE CENTER I LINE NUMBER

NCDOT GENERAL NOTES (continued)
9. CONDITIONS WHICH ARE GENERALLY UNSUITABLE OR UNDESIRABLE FOR PIPELINE CROSSINGS SHOULD BE AVOIDED. THESE INCLUDE
LOCATIONS, SUCH AS IN DEEP CUTS; NEAR FOOTINGS OF STRUCTURES; ACROSS INTERSECTIONS AT GRADE OR RAMP TERMINALS; AT
CROSS DRAINS WHERE FLOW OF WATER, DRIFT, OR STREAM BEDLOAD MAY BE OBSTRUCTED WITHIN BASINS OF AN UNDERPASS DRAINED
BY A PUMP IF PIPELINE CARRIES A LIQUID OR LIQUEFIED GAS; AND IN WET OR ROCKY TERRAIN WHERE IT WILL BE DIFFICULT TO ATTAIN
MINIMUM BURY.
10. ON LONGITUDINAL INSTALLATIONS, UTILITIES SHOULD BE LOCATED SO AS TO MINIMIZE INTERFERENCE WITH HIGHWAY DRAINAGE, THE
STRUCTURAL INTEGRITY OF THE TRAVELED WAY, AND THE SAFE OPERATION OF THE HIGHWAY. THEY SHOULD BE LOCATED ON UNIFORM
ALIGNMENT PREFERABLY NEAR THE RIGHT-OF-WAY LINE. LONGITUDINAL INSTALLATIONS WILL NOT BE PERMITTED UNDER THE PAVEMENT,
OR PAVED SHOULDERS, EXCEPT WHERE AN EXTREME HARDSHIP CASE EXISTS.
11. VERTICAL AND HORIZONTAL CLEARANCE BETWEEN A PIPELINE AND A STRUCTURE OR OTHER HIGHWAY OR UTILITY FACILITY SHOULD BE
SUFFICIENT TO PERMIT MAINTENANCE OF THE UTILITY FACILITY AND THE HIGHWAY FACILITY.
12. WHERE PIPELINES ARE INSTALLED IN THE RIGHT-OF-WAY AND ARE NOT OF FERROUS MATERIAL, A LOCATING TAPE SHALL BE INSTALLED
WITH THE PIPELINE.
13. THE PIPE SHALL BE PROPERLY BEDDED AS PROVIDED HEREIN. THE PIPE SHALL BE LAID TRUE TO LINE AND GRADE ON A BED WHICH IS
UNIFORMLY FIRM THROUGHOUT ITS ENTIRE LENGTH AND CAREFULLY SHAPED TO FIT THE OUTSIDE OF THE PIPE FOR AT LEAST 10% OF ITS
OUTSIDE DIAMETER. WHERE ROCK IS ENCOUNTERED, THE TRENCH SHALL BE UNDERCUT AT LEAST 6' AND BACKFILLED WITH SUITABLE
MATERIAL FREE OF ROCK.
14. THE BACKFILL AROUND AND UNDER PIPES OR OTHER UTILITY INSTALLATIONS ON ALL OPEN -CUT SECTIONS ACROSS OR PARALLEL TO
HIGHWAYS WITHIN CONSTRUCTION LIMITS SHALL BE MADE OF APPROVED MATERIAL FREE FROM ROCKS IN 6' LOOSE LAYERS, OR OTHER
APPROVED METHODS, AND SHALL BE COMPACTED TO AT LEAST 95Y OF STANDARD DENSITY AS DETERMINED BY AASHTO METHOD T-99.
WHEN COMPACTING IN LAYERS, EACH LAYER MUST BE THOROUGHLY TAMPED BY A MECHANICAL TAMP BEFORE THE NEXT LAYER IS
PLACED. A PNEUMATIC TAMP, A GASOLINE RAM TYPE TAMP, OR AVIBRATING TAMP WILL BE REQUIRED TO MEET THE SPECIFICATIONS OF
A'MECHANICAL TAMP'.
15. ALL EXCESS EXCAVATED MATERIAL SHALL BE REMOVED AND DISPOSED OF OUTSIDE THE LIMITS OF THE RIGHT-OF-WAY IN SUCH A MANNER
AS NOT TO INTERFERE WITH THE DRAINAGE OF HIGHWAYS UNLESS OTHERWISE PERMITTED OR DIRECTED BY THE DIVISION ENGINEER OR
HIS REPRESENTATIVE.
16. WHERE IT IS NECESSARY TO OPEN -CUT ACROSS CONCRETE PAVEMENT OR CONCRETE BASE PAVEMENT, CUTS SHOULD BE MADE WITH A
CONCRETE SAW WHERE PRACTICAL A SECTION OF PAVEMENT OF MINIMUM LENGTH OF IV SHALL BE REMOVED AND REPLACED WITH NEW
CONCRETE. WHERE THE EDGE OF THE PATCH OR SECTION OF REMOVED PAVEMENT IS LESS THAN IV FROM THE TRANSVERSE EXPANSION
OR CONTRACTION JOINT OR CRACK, THE ENTIRE SECTION OF PAVEMENT SHALL BE REMOVED UP TO THE JOINT OR CRACK AND REPLACED
WITH NEW CONCRETE. THE NEW CONCRETE SHALL BE DOWELED INTO THE EXISTING CONCRETE BY DRILLING HOLES INTO THE EXISTING
CONCRETE AND INSTALLING DOWELS. ALL REPLACED CONCRETE SHALL HAVE A DEPTH OF 1' GREATER THAN THE DEPTH OF THE ORIGINAL
SLAB, IMMEDIATELY UNDER THE REPLACED CONCRETE, THERE SHALL BE PLACED A THOROUGHLY COMPACTED 3' LAYER OF SOIL TYPE
BASE COURSE, SAND, SCREENING, OR OTHER GRANULAR MATERIAL. ALL REPLACED CONCRETE, DOWELS, JOINT FILLER, AND SUBGRADE
REINFORCING MATERIAL SHALL MEET THE SPECIFICATIONS OF THE DEPARTMENT, BOTH AS TO MATERIAL AND PERFORMANCE OF WORK.
WHERE THE EXISTING PAVEMENT IS BADLY CRACKED OR HAS BEEN PATCHED TO A STATE WHERE A RESURFACING WILL BE REQUIRED IN
THE IMMEDIATE FUTURE, THE DIVISION ENGINEER MAY AUTHORIZE THE USE OF A BITUMINOUS PATCH TO MEET THE DEPARTMENTS
PATCHING PROCEDURE.
17. WHERE IT IS NECESSARY TO OPEN -CUT ACROSS ROADS WITH SURFACES OTHER THAN CONCRETE, THE PAVEMENT REPAIR SHALL BE AS
DIRECTED BY THE DEPARTMENT WITH NO LESS THAN A MINIMUM OF T OF SURFACE COURSE AND ASPHALT BASE COURSE, TYPE HB, TO
THE ORIGINAL SUBGRADE OR A MINIMUM OF 6' OF HB, WHICHEVER IS GREATER. THE REPLACEMENT SURFACE AND/OR BASE SHALL EXTEND
A MINIMUM OF VON EACH SIDE OF THE EXCAVATED OPENING. THE THICKNESS OF THE REPLACEMENT MATERIAL SHALL BE SUFFICIENT TO
PROVIDE A BASE AND SURFACE OF EQUIVALENT STRENGTH TO THE UNDISTURBED BASE AND SURFACE. ALL REPLACED SURFACING SHALL
MEET THE SPECIFICATIONS OF THE DEPARTMENT BOTH AS TO MATERIAL AND PERFORMANCE OF WORK.
18. OPENINGS IN THE SHOULDERS, SIDE DITCHES AND CUT OR FILL SLOPES OF THE ROAD SHALL BE REPAIRED TO THE SATISFACTION OF THE
DIVISION ENGINEER
19. WHEREVER THE TRAVELED PORTION OF THE ROADWAY IS CUT NORMAL TO THE HIGHWAY ALIGNMENT, ONLY ONE-HALF OF THE ROAD
WIDTH SHALL BE OPENED AT ONE TIME IN ORDER TO MAINTAIN TRAFFIC. BEFORE THE OTHER HALF IS CUT, THE FIRST OPENING SHALL BE
MADE USABLE, SAFE, AND MAINTAINED FOR TRAFFIC, NO TRENCH MADE IN THE TRAVEL PORTION OF THE ROADWAY, EITHER NORMAL OR
PARALLEL, SHALL BE LEFT OPEN OVERNIGHT EXCEPT IN AN EMERGENCY AND ONLY THEN WHEN ADEQUATE TRAFFIC CONTROL DEVICES,
WARNING SIGNS, AND LIGHTS ARE PROMINENTLY DISPLAYED TO PROTECT THE TRAVELING PUBLIC.
20. WHERE THE SHOULDER IS OPEN -CUT PARALLEL TO PAVEMENT, ADEQUATE TRAFFIC CONTROL DEVICES AND WARNING SIGNS ARE TO BE
PLACED AND, IF NECESSARY, FLAGMEN ARE TO BE EMPLOYED TO CONTROL TRAFFIC. IF TRENCHES ARE LEFT OPEN OVERNIGHT A
SUFFICIENT NUMBER OF TRAFFIC CONTROL DEVICES, WARNING SIGNS, AND LIGHTS MUST BE PROMINENTLY DISPLAYED SO THAT THE
TRAVELING PUBLIC WILL BE ADEQUATELY PROTECTED.
21. THE FOLLOWING REQUIREMENTS ARE APPLICABLE WHERE PARALLEL TRENCHES ARE MADE:
a. EXCAVATION MATERIAL SHALL NOT BE STORED ON THE PAVEMENT IF IT CAN BE REASONABLY HANDLED OTHERWISE; IN CASES
WHERE STORING OF EXCAVATED MATERIAL ON PAVEMENT IS ABSOLUTELY NECESSARY, SAME SHALL BE REMOVED AS QUICKLY AS
PRACTICAL AND THE PAVEMENT SHALL BE THOROUGHLY CLEANED.
b. EXCAVATION IN THE IMMEDIATE VICINITY OF DRAINAGE STRUCTURES SHALL BE MADE WITH SPECIAL CARE SO AS NOT TO DAMAGE OR
INTERFERE WITH THE USE OF THE EXISTING DRAINAGE FACILITIES.
c. DRAINAGE FACILITIES THAT ARE INADVERTENTLY DAMAGED MUST BE REPAIRED IMMEDIATELY.
d. THE BOTTOM OF THE EXCAVATION FOR A PARALLEL INSTALLATION IN RURAL AREAS, OR ELSEWHERE WHEN SPACE WILL PERMIT,
SHALL NOT BE NEARER THE EDGE OF THE PAVEMENT (MEASURED IN A HORIZONTAL PLANE) THAN THE DEPTH OF THE EXCAVATIONS
SO THAT THE THEORETICAL SLOPE FROM THE EDGE OF THE PAVEMENT TO THE BOTTOM OF THE DITCH WILL BE NO STEEPER THAN A
ONE-TO-ONE SLOPE. ON PAVED SECTIONS UNDER 24' IN WIDTH, CONSIDERATION SHALL BE GIVEN FOR FUTURE WIDENING AND PAVING
OF SHOULDERS. THE TRENCH SHALL NOT BE CLOSER THAN 31 TO THE EDGE OF THE PAVEMENT EXCEPT IN SPECIAL CONDITIONS
APPROVED BY THE DIVISION ENGINEER.
e. PARALLEL OPEN TRENCH INSTALLATIONS THAT DO NOT REQUIRE SHORING SHOULD BE CLOSED AT THE END OF EACH WORKDAY.
WHERE SHORING IS REQUIRED, THE TRENCH SHOULD BE PROPERLY SHIELDED WITH TRAFFIC BARRIERS, SIGNS AND LIGHTS, AND
ALLOWED TO REMAIN OPEN UNTIL COMPLETED.
I. BORE PITS ADJACENT TO OR WHICH MAY BE HAZARDOUS TO TRAFFIC SHOULD NOT BE LEFT OPEN OR UNSHIELDED OVERNIGHT.
SHIELDING IN CONFORMANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SHALL BE ALLOWED IN THE CASE OF
LARGE PITS OR EXTENSIVE BORE AND JACK OPERATIONS. SMALL BORES UNDER TWO LANE ROADWAYS SHOULD BE COMPLETED IN
ONE CONTINUOUS OPERATION. PITS 51 BEYOND THE TOE OF FILL SLOPES AND OUTSIDE THE CLEAR RECOVERY AREA OR BEHIND
GUARDRAIL NEED NOT BE SHIELDED.
FROFESSKXW EWARCH ST,MP
ABBREVIATIONS
APPROX.
B.B.
CIL
CMP
COMM
CP
DI
DIA
DIP
E
EA
EL/ELEV
EX
FLC
FM
FT
H I HORIZ
HDD
IN / INV
JAB
L
LF
MAX
MOPE
MIN
MH
N
N.T.S.
O.C.
OC
O.D.
PCC
PIV
P I PIL
PSI
PVC
R
RD
R/W I ROW
RCP
SO
SS
SSD
STA
T.B.
TWS
T.C.E.
TYP
UGE
UGT
V/VERT
W
W.T.
X-ING
GENERAL RESTRICTIONS
APPROXIMATE
BOTTOM OF BANK
CENTERLINE
CORRUGATED METAL PIPE
COMMUNICATIONS
CATHODIC PROTECTION
DROP INLET
DIAMETER
DUCTILE IRON PIPE
EASTING
EACH
ELEVATION
EXISTING
FOREIGN LINE CROSSING
FORCE MAIN
FEET
HORIZONTAL
HORIZONTAL DIRECTIONAL DRILL
INVERT
JACK AND AUGER BORE
LENGTH
LINEAR FEET
MAXIMUM
MEDIUM DENSITY POLYETHYLENE
MINIMUM
MANHOLE
NORTHING
NOT TO SCALE
ON CENTER
OPEN CUT
OUTSIDE DIAMETER
PORTLAND CEMENT CONCRETE
POST INDICATOR VALVE
PROPERTY LINE
POUNDS PER SQUARE INCH
POLY VINYL CHLORIDE
RADIUS
ROAD
RIGHT-OF-WAY
REINFORCED CONCRETE PIPE
STORM DRAIN
SANITARY SEWER
SOLID STATE DECOUPLER
STATION
TOP OF BANK
TEMPORARY WORKSPACE
TEMPORARY CONSTRUCTION EASEMENT
TYPICAL
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE/COMMUNICATIONS
VERTICAL
WIDTH
WALL THICKNESS
CROSSING
STAY IN ROW/EASEMENTS OR WITHIN PREDETERMINED WORKSPACE AREAS.
ONLY USE DESIGNATED POINTS OF ACCESS AS IDENTIFIED BY PNG INSPECTOR(S).
NO DIGGING, WORK, OR STORAGE WITHIN 25' OF POWER LINE OR EQUIPMENT
INCLUDING GUY WIRES, EXCEPT AT APPROVED CROSSINGS OF POWER RIGHT OF WAY
DESIGNATED ON PLANS.
ANY DOT CROSSING NOTIFICATIONS TO BE MADE AS DICTATED BY THE PERMIT OR
STATE DOT PERMIT.
CONTRACTOR IS RESPONSIBLE FOR KNOWING LOCATION OF ALL ENVIRONMENTALLY
SENSITIVE AREA RESTRICTIONS PERTAINING TO THIS PROJECT.
LEGEND
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
------- PROPOSED PERMANENT EASEMENT
PIPESTRING AREA (TEMPORARY WORKSPACE)
B-7
APPROXIMATE BOREHOLE LOCATION
42MW
PROPOSED GAS LINE
—••—••—w— EXISTING GAS LINE
w RIGHT-OF-WAY
PROPERTY LINE
FENCE LINE
WOODSIHEDGE LINE
-----9W---- CONTOUR
-------------------- STORM WATER LINE
OVERHEAD ELECTRIC
— — — — WATER EASEMENT
EDGE OF PAVEMENT
---• -- —•--•— UNDERGROUND TELEPHONE
-�--- —�—�— UNDERGROUND ELECTRIC
-------w --w ---•^— UNDERGROUND CABLE TV
—•—•—•— WATERLINE
1 1 1 1 1 1 1 I I I I I SANITARY SEWER
RAILROAD
----Te----Te— TOP OF BANK
---- ee---- ae— BOTTOM OF BANK
PROPRIETARY 8 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 8 INFO. MANAGEMENT (RIMI POLICY 1001
DATE
REASIDN(S) DESCRIPTION
DESCRIPTION
SF
APPROVALS
REGIONAL
ENGINEER
-R TECH
�� DUKE
8TD
R
ENERGY,CIPAL
ENGINEER
LINE 451 PIPELINE PROJECT
Piedmont ABBREVIATIONS & LEGEND
ll Natural Gas LINCOLN & CATAWBA COUNTIES, NC
COPYRIGHT 2018 Hickory Resource Center, Hickory, NC
REF. DWG(S)
1OF1 1 DWG SCALE NONE
DWG DATE 06/2012018 1 SUPERSEDED
DRAWING NUMBER REVISION
PNG-G-451-0001003 D
DISCIPLINE I RESOURCE CENTER I LINE NUMBER

GD
098
100
3AGN...
LTJ PROPERTIES, LLC rn
JAMES HENRY MORRISON, HEIRS
F,
MICHAEL RANDY MCCLAIN AN UNDIVID 5 INTEREST AS TENANTS IN COMMON,
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"�I
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,►a � "iiEXISTINGO/HPOWERLINES
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BORE 01 OPP-OPT B-1
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a CAUTION: PROPOSED 45' TCE
PROPOSED 60 Y OVERHEAD 10' DRIVEWAY
PERMANENT EASEMENT POWERLINE
¢
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ACCESS ROAD 1
TCE
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50' TCE \ �i\GF y
TEMPORARY
ACCESS ROAD 02
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20 ��
PROPOSED 20' PIPELINE
TrE %PEINEINFORMATION SHOWN
I
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��
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Nor
I
`I
-
OF DATA OBTAINED FROM DRAWINGS
FROM VAR USSOURCES.
POND DOES NOT GIURANTEE THE
` \ `
EX. TRANSCO EASEMENT �'� tir►� BORE PIT 20560 B7b
Ogg
ACCURACYOR COMPLETENESS
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ATON T
CTORS INFORMATION THE
CONTRACTOR'S RESPONSIBILITY TO
CONTRACTORS
EX. PIPELINES
`` 25'TCE
� _ y 097
j 1 �jj ?CRE PIT 20'x60'
- '< _ �- , - --•.
LOCATE ANDOR CONFIRM THE
LO TIONSOFALLUNUTIESAND
PIPELINES PRIOR TO EXCAVATIM
_
-
g
+
11 SF- SF-
w
w
ALL DISTURBED AREAS UNLESS
CE CE
OTHERWISE SPECIFIED
0+00
1+00 2+00
3+00 4+00 5+00 6+00
7+00 8+00
9+00 10+00 11+00 12+00
MATERIAL SUMMARY
p DESCRIPTION QTY
g
740
740
_____._.._
—
1 20' O.D. x 0.375' W.T. API-5L-PSL-2; X65; 1120
12-14 MILS FBE
EXISTING GRADE
720
--
-- —
720
--- --
---
CIL ROAD —
2 20" O.D. x 0.375 W.T. API-5L-PSL-2; X65; 80
12-14 MILS FBE & 40 MILS POWERCRETE
g
¢
700----\
700
3 20' STD 3R 45' WELD SEGMENTABLE ELBOW 2
MSS SP75 WPH Y65
1 �
e
680
680
�
4 20' STD 31190' WELD SEGMENTABLE ELBOW 1
�
BORE PIT 20'x60'
`
MSS SP75 WPH Y65
660
_
_
PROPOSED 20" PIPELINE
--
5 TEST STATION 1
—
5' MIN. COVER
T-6" MIN. COVER
640
640
3'-6" MIN. COVER
—
BORE PIT 20'x60'
a
620
620
--
—
-
600
600
3
--
3 5
4
N
N N
$
MATERIAL
1
2 1
296'
80' 824'
CM2 CM1
BORE CM2 CM1
CONST. METHOD
CLASS I MAOP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C-451-0001051 PNG-CA51-0001052
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-B451-0001001
NO. DATE
REVISION(S) DESCRIPTION
BY CHK APPD DESCMPT10N
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 1 OF 46 1 DWG SCALE AS SHOWN
A 07-13-2018
ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE I 0435 E
'
REGIONAL
DWG DATE 06120/2018 SUPERSEDED
B 10-05-2018
ISSUED FOR 60%I SUBMITTAL
VT SF BG ACCOUNT NUMBER 0107000
ENGINEER
DILM
nt
Net�u
ALIGNMENT SHEET STA. 0+00 TO 12+00
_
C 01-31-2019
ISSUED FOR 90% SUBMITTAL
VT SF BG PROJECTNUMBER 1151527 E
""
MGR TECH
DRAWING NUMBER REVISION
�'�E Y. a�Gas
D 03-08-2019
ISSUED FOR BID
VT SF 8G DRAWING BY VT
FEC BSTD
LINCOLN COUNTY, NC
PNG-C-451-0001000
D
PROFES&QtA OVgARCH STAMP
STATION ID WA E
" '
PRINCIPAL
ENGINEER
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS SF
DISCIPLINE / RESOURCE CENTER/ LINE NUMBER

100 1oa
OWNERSHIP
MICHAEL RANDY MCC%N, AN UNDNID S INTERESTAS TENANTS IN COMMON, DUKE ENERGY CAROLINAS LLC
8
a
BENNY MCLEAN, AN UNDNIDED 145 INTEREST AS TENANTS IN COMMON *u DB 727-PG 570
tE
DB 2344-PG 7
3
ACREAGE
9
a
EASEMENTS
REF. DWG. NO.
ZY
Q
O] -
w w
J a
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Zww
Z��Y YKZ S2 u)
Zp
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_w� Ho s
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< fix D-cw7�� ��
OANO O�CO w�UU O a 0E-L
mm m ++ +
` -- STREAM IS97
5Qx100'TCE STREAMIS96
457CE PERMANENT 104
ACCESS ROAD 03
'_'�+
1� Y� 50' x 100' TCE PROPOSED 40 PERMANENT EASEMENT 3y.oD 3s
14.
OVERHEAD 3A+00
O0 POW ERLINE
\
- ..
18.0p \ 2
28`00
BORE 02 ML-OPT B-1
2gA00
v 21+00 +00
!v 25
:. - ,i_ _ �.:- . , 2A�
y_ 22.00
v
THE PIPELINE INFORMATION SHOWN �. 1`L� ____ \ ?3.00 EX. 18" PIPELINE
ONTHIS DRAWING ISA COMPILATION
OF DATA OBTAINED FROM DRAWINGS
FROM VARIOUS SOURCE& STREAM IS98 \ \ PROPOSED 20" PIPELINE
POND DOES NOT GUARANTEE THE
EXISTING 50' EASEMENT
PwPcEALMES PRIOR TO EXCAVATION.
EXCGVATx#.
USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
SF- Cd SF- SF- Cd SF- SF-1 Cd SF-1 Cd SF-
f
N
S
j
OM PS u1-i
TSC CE CE ~
ALL DISTURBED AREAS UNLESS
WB W8 W$
OTHERWISE SPECIFIED
ECP ECP
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00
MATERIAL SUMMARY
740
—
-
�
-----
# DESCRIPTION QTY
g
— -- -- -- —
_
740
1 20' O.D. x 0.375W.T. API-5L-PSL-2; X65; 2400
720
-
EXISTING GRADE
--
----
-
12-14 MILS FBE
---- _ —_ —
_
— --
720
2 20' O.D. x 0.375 W.T. API-5L-PSL-2: X65;
700
---- ----
- _ - - -
3'S"MIN. COVER
12-14 MILS FBE & 40 MILS POWERCRETE
STREAM IS97
— -
--
700
3 20' STD 3R 45" WELD SEGMENTABLE ELBOW 2
MSS SP75 WPH Y65
_
- .
680
680
STREAM IS96
-- - �� 1
4 20' STD 3R 90" WELD SEGMENTABLE ELBOW
MSS SP75 WPH Y65
a
$
^ - -
660
PROPOSED 20" PI
PIPELINE
--
---
-
660
-�
—---
1
5 TEST STATION 1
-
640
--
---- - ----
----
-
--
640
o
S-6' MIN. COVER
a
620
3'S" MIN.
COVER
620
—
5' MIN. COVER-
—
--
600
—
— --
--
--
- --
- -
600
5 3 3
0
MATERIAL
1
2400'
CM1 CM4 CM1 CM2 CMI CM1
CONST. METHOD
Cuss/ MAOP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-CA51-0001051 PNG-C-451-0001052
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C-451-0001053 PNG-0-451-0001054
PNG-6-051-0001001
NO. DATE REVISION(S) DESCRIPTION BY CHK APPDJ DESCRIPnON
APPROVALS
SHEET(S) 2 OF 46 DWG SCALE AS SHOWN
LINE 451 PIPELINE PROJECT
A-07-13-2018 ISSUED FOR 30% SUBMITTAL VT SF BG AREA CODE 0435 " "
" s
REGIONAL
ENGINEER
DILIM Piedmont
ALIGNMENT SHEET STA. 12+00 TO 36+00
DWG DATE 06I2O/2018 SUPERSEDED —
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019 ISSUED FOR 90% SUBMITTAL VT SF BG PROJECTNUMBER 1151527
MGR TECH45
DRAWING NUMBER
REVISION
REG
ENERGY. Natural Gas
D 03-08-2019 ISSUED FORBID VT SF BG DRAWING BY VT
&STD
LINCOLN COUNTY, NC
PING-C-451-0001001
D
STATION ID NIA are
PRINCIPAL
ENGINEER
FR0FESSI0114LE VGGARCHSTAMP
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS $F
DISCIPLINE/ RESOURCE CENTER /LINE NUMBER

CH)
3
OWNERSHIP
DUKE ENERGY CAROLINAS LLC
DB 727 -PG 570
ON
ACREAGE
EASEMENTS
REF. DWG• NO,
w
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EXISTING 50' PIPELINE EASEMENT
"
/
� I ��
STREAM PS100 STREAM PS99 50' x 100' TCE
50' x 125' TCE J - � �'� j
45 TCE
50 x 100' TCE
25' x 281' TCE
EXISTING
60' EASEMENT
10'
10'
38+00
39+00 40+00 41+00 42+DO 43*00 44+00 45+00 46+00 47+00
48+00
49+00 50+00 51+00
52+00
53+00 54+00 55+00 56+00 57+00 SB Z
7
-
o
PROPOSED 30'
EX. 18 PIPELINE - 40' 20'
PROPOSED 20" PIPELINE
U
EX UIG FORCEMAN LINE
/ /%'
S
PERMANENT EASEMENT
—n—�—n nye
_—
o
'.. WERAND WL101 STREAM PS100
i
THE
MAT H LINE 36+00 _ -
>'•: '� ' •
— — —
--
PIPELINE INFORMATION SHOWN
ONTHISDRAWING ISACOMPILATION
OF DATA OBTAINED FROM DRAWINGS
i-
FROM VARIOUS SOURCES.-
POND DOES NOT GUARANTEE THE
_
'1►s - 0. * -_•t
" �. K� .. *'
♦
-�
-
y h I/ �' –"' • '+�:- V
¢..
- Y
ACCURACI'ORCOMPLETENESS OF
]` I-
"4A, '
Is
THE INFORMATION SHOWN. R IB THE
CONTRACTOR'S RESPONSIBILITY TO
LOCATE ANDrOR CONFIRM THE
^ ' • •
-
-
It
_ -
LOCATIONS OF ALL Un1TES AND
PIPELINES PRIOR TO FJlGVATKIN.
0
EC o
+
�
� SF- Cd
SF- Cd SF -1 SF- SF- SF-
Cd
SF -1
Cd SF -1 �
i�
S
® (:E)©
Z
SF -1 SF -2 SF- SF -1
Cd
SF -1
J
Cd SF -1
MO PS
�
TSC
ALL DISTURBED AREAS UNLESS
WB
WOW8 C
ECP
WO
O
OTHERWISE SPECIFIED
36+DD
37+00 38+00
39+00 40+00 41+00
42+00 43+00 44+00 45+00 46+00 47+00
48+00 49+DO
50+00 51+00
52+00 53+00
54+130 55+00 56+00 57+00 58+00
MATERIAL SUMMARY
# DESCRIPTION QTY
8
740t6'
740
_ --
— —
--
—
— — --
1 20' O.D. x 0.375' W.T. API -5L -PSL -2; X65; 2200
12-14 MILS FBE
720
---
EXISTING GRADE
720
_ _—
--
2 20' O.D. x 0.375' W.T. API -5L -PSL -2; X65;
MIN. COVER
�
-
12-14 MILS FEE 840 MILS POWERCREEE
o
700
I
3'-0' MIN. COVER—
� WETLAND WL101
700
3 20' STD 3R45* WELD SEGMENTABLE ELBOW 6
2' MIN. CLR.
� STREAM PS100
EX. IB PIPELINE
.L_. _-�- -----
---\---
_
--- --`-- ----
3'-6'MIN.COVER
MSS SP75 WPH Y65
680
680
20' STD 3R90°WELD SEGMENTABLE ELBOWo 1
d
660__5'M
5' MIN. COVER
_
'_—
�\
MSS SP75 WPH Y65
0
COVER
PROPOSED 20" PIPELINE—
660
3'-6" MIN. COVER
—5' MIN.
§
640
5' MIN. COVER
—
3-6* MIN. COVER
640
--
e
UIGFORCEMANI
620
--
—
—
2' MIN. CUR
b
600
MIN. COVER
600
—������5'
4
3 3 3 3 3
3
r o m
+ +
MATERIAL
A
+
g
1
�
2200'
CMI CM3
CM1 CM4 CMt CM4 CMt CM4
CMI
CM3 CMt
CONST. METHOD
CLASS 1 MAOP I
CLASS III 11000 PSIG
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C-451-0001051 PNG-C-451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C-451-0001054
NO. DATE
REVISION(S) DESCRIPTION
BY CHK APPD DESCRIPTION
APPROVALS
SHEET(S) 3 OF 46 DWG SCALE AS SHOWN
LINE 451 PIPELINE PROJECT
A 07-13-2018
ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE 0435
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ALIGNMENT SHEET STA. 36+00 TO 58+00
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C 01-31-2019
ISSUED FOR 90% SUBMITTAL
VT SF BG PROJECT NUMBER 1151527
"Ls
MGR TECH
DRAWING NUMBER
REVISION
RECBSTD
ENERGY.
Natural Gas
D 03-08-2019 ISSUED FOR BID
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PNG-C-451-0001002
D
TE
STATION ID NIA
WLS
PRINCIPAL
ENGINEER
PROFESSICNkEdGARCHSTAMP
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INRIALS SF
FDISCIPLINEI RESOURCE CENTER I LINE NUMBER

104
i
OWNERSHIP
$
+
DUKE ENERGY CAROLINAS LLC
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DB 727 -PG 570
q
aa��3
ACREAGE
Y
EASEMENTS
REF. DWG, NO.
J
O
W W W W J
Z w
LU � W3
=
z
333
C7
RR
RR 6 d 8i
W
U
rn
m
ori
�i
m8
mim + ♦p'
71. MATCH LINE
58
EX UG FORCEMAN UNE
_
� I
x,.c;'�rr €7jrr• .#° ' +'? 1
..�
r t�� \� PERMANENT ACCESS ROAD SABORE
''Y'�
-� �-
30' TIE 25'F�(ISTING11TILITYFJ�SEMENT
/ /
— — —
�.
&Akio
APS
'•�rr n�A,. .c, -� I
I{ 61+00
62+00 63+00 64+00 65+00 66+00 67+00 66+00 69+00 70+00 71+00 2+00
73+00 74+00 75+00 76 i
a
THE PIPELINE INFORMATKXi SHOYM ey
q
I
4D'
oNTHISDRAwwcsAcomvluraN ,aw''`-,��I \
FROM VARIOUS SOURCES. �(¢
PO DATA OIOUS SO FROM DRAWINGS iI �!>�
POND DOES NOT GUARANTEE TME ; A( �./`
�.,1 r
f
PROPOSED 20' PIPELINE
40' TCE PROPOSED 60' PERMANENT EASEMENT
,•
ACCURACY OR COMPIETFNES$ t% 1
THE MFORMATION SHOWN. R ISTHE
ONTRA
CCTOR'S RESPONSMB TO
LOCATE_
ANP OR CONFIRM THE
LOCATIONS OFALLUTILITIESAND -
72'X304' TCE
104
PIPELINES PRIOR TO EXCAVATION,
_
0® SF O®0®O Cd S
Cd EC EC Cd C Cd E Cd
Cd F -
o w
EC
z
� z
€ ® TS ©I
SF -1:2:11t'
If F-
Cd ----
C PS
CD(g
ALL DISTURBED AREAS UNLESS
OTHERWISE SPECIFIED
WB WB WB
9
58+00
59+00 60+00
61+00
62+00
63+00 64+00 65+00 66+00 67+00 68+00
69+00 70+00 71+00
72+00 73+00 74+00 75+00 76+00
MATERIAL SUMMARY
# DESCRIPTION CITY
B
760
760
—
—
— ---
— --
1 20' O.D. x 0.375' W.T. API -5L -PSL -2; X65; 1800
12-14 MILS FBE
740
740
EXISTING GRADE
2 20' O.D. x 0.375' W.T. API -5L -PSL -2; X65;
s
�€
12-14 MILS FBE 8 40 MILS POWERCRETE
720
720
—
3 20' STD 3R45* WELD SEGMENTABLE ELBOW
MSS SP75 WPH Y65
--
--
700
7004
—�
----
20'STD3R90°WELD SEGMENTABLEELBOW 1
MSS SP75 WPHY65 a
680
--
680
T-6" MIN. COV
ER
660^—
PROPOSED 20" PIPELINE
660
640
3'S'
MIN. COVER
620
620
—
—
—
4
rn
MATERIAL
�
1
18W
CM1
CM2
CONST. METHOD
CLASS I MAOP
CLASS 11111000 PSIG
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-0451-0001051 PNG-C-451-0001052
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
PNG-8-051-0001001
NO. DATE REVISION(S) DESCRIPTION
BY
CHK APPD DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 4 OF 46 DWG SCALE AS SHOWN
A 07-13-2018 ISSUED FOR 30% SUBMITTAL
VT
SF BG ARCODE 0435
AREA
" s
REGIONAL
ENGINEER
DUKE nt
et
'*'ENERGY. ���'
ALIGNMENT SHEET STA. 58+00 TO 76+00
DWG DATE 06/2012018 SUPERSEDED —
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 10107000
C 01-31-2019 ISSUED FOR 90% SUBMITTAL
VT
SF BG PROJECT NUMBER 1151527
"`s
MG%7E H
DRAWING NUMBER
REVISION
REC&STDLINCOLN
a�Gas
Natural
COUNTY, NC
PNG-C-451-0001003
D
D 03-0B-2019 ISSUED FOR BID VT SF BG DRAWING BY VT
STATION ID WA °
s
PRINCIPAL
ENGINEER
PRCFESSION4LENGARCHSTAIIP
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS SF
DISCIPLINE I RESOURCE CENTER/ LINEN MBER

1oa
OWNERSHIP
o
DUKE ENERGY CAROLINAS LLC
o
DB 727 -PG 570
a
ACREAGE
EASEMENTS
REF. DWG. NO.
�w ww
F
JZ�
w
3
Z
o
r}}
g 0 J JN
�
yin ZQ Ze �ICHZa 3
3 Z
09
�
m a5 G6
U
r
of
a
jj
a j1�I7
O� NOOON
m g+
+ A +
a2gill
2
—� PERMANENT
��-4-
- ACCESS ROAD 5A
E'.PROPOSEl77+00
78+00AND
WL4 i WET
150' TCE
g
" s
PERMANENT
STREAMIS5
STREAM PS3
+oo gg+00 1
ACCESS ROAD SB
g7+00
TCE
NY x 100' TCE
t
94*00
AK
`
66
86+00
ar
X+; •"" +�' ; _
B4+00
10
a
t�
� ����
83
� �
i- 1
'^.
j �ar-}fs
THE PIPELINE INFORWTION SHOWN
ON THIS ORIISACOAIPIIATgN
OF DATA OBTAINED FROM D: PWINGS
PROPOSED 20"PIPELINE
4O' TCE
100' x 250' TCE
-
FROM VARIOUS SOURCES. i!{ -� �y„j'•; -
PON DDOES NOT GUARANTEETHE_�-
A E IN AO INFORMATION , I -50F /
W`I. 1'IS TME
r ' , ° '
'
65' X 106'TC
s
C TRA TOAT10YS
TO
CONTRACTORS R CONFIRM
LOCATE ANpoB CONFptM THE -!_--
' �
UIG SEWER LINE r -
LOCAT1oNSAlD 100' FOO
PIPELINES PRg1170 DKAVA TC
t
E l .] UG FORCEMANLINE `--�-�
CE
CE USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
WB
S
F
d
i
EC
ECP
z
7
W
® TS © Cd SF-
Cd SF•
SF- F- C
SF- Cd SF- Cd SF -
MD ICE)N WB
WB
ALL DISTURBED AREAS UNLESS
® TSC TSC
EC
OTHERWISE SPECIFIED
WB
WB WB
76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00
86+00 87+DO 88+DO 89+00 90+00 91+00 92+00
93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00
MATERIAL SUMMARY
760
—
DESCRIPTION QTY
g
_
--
—
760#
1 20" O.D. x 0.375" W.T. API.5L-PSL-2; X65; 2400
740-----—--
12-14 MILS FBE
---
---
--
—
740
2 20" O.D. x 0.375W.T. API5L-PSL-2; X65;
-
Y
—
12-14 MILS FBE 8 40 MILS POWERCRETE
—_
—
STREAM PS3, STREAM IS5, WETLAND WL4
3 20' STD 31145' WELD SEGMENTABLE ELBOW 3
MSS SP75 WPH Y65
700
T-6'1111111 COVER _ ��
700
-- _—
� _
4 20" STD 3R 90' WELD SEGMENTABLE ELBOW
MSS SP75 WPHY65
o
660
---z
—
680
EXISTING GRADE
660
1'-6* MIN. COVER__ PROPOSED 20" PIPELINE
UIG FORCEMAN LINE
`
5'-0"MIN. COVER
� 0
-2' MIN. CLR.--- — —
\�
--
g
w
- -
(FIELD VERIFY)
(TYP•)
- - -
----
3'•6'.....I
�
640
—
—
—
—
640
UIG SEWER LINE .
5'-0" MIN. COVER
620
— (FIELD VERIFY)
620
—--�����--
--
—
—
3
3
3
0
MATERIAL
1
2400'
CMi CM3
CM1 CM4
CMt CM4 I CM1
CONST. METHOD
CLASS/ MAOP
CLASS III 11000 PSIG
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S) PNG-C-451-0001051 PNG-C-451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
PNG-CA51-MlD54
NO. DATE REVISION(S) DESCRIPTION
BY CHK APPO DESCRIPTION
APPROVALS
LINE 4 51 PIPELINE PROJECT
SHEET(S) 5 OF 46 DWG SCALE AS SHOWN
A 07-13-2018 ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE 0435
REGIONAL
ENGINEER
DUKE
'ENERGY.
iedmont
PNatural
ALIGNMENT SHEET STA. 76+00 TO 100+00
DWG DATE 06/2012016 SUPERSEDED _
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019 ISSUED FOR 90%SUBMITTAL
VT SF BG PROJECT NUMBER 1151527
'�
RaLs
DRAWING NUMBER REVISION
REG srD
Gas
D 03-08-2019 ISSUED FORBID
VT SF BG DRAWING BY VT
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PNG-C-451-0001004
D
STATION ID WA
"""
PRINCIPAL
ENGINEER
RUTS30NIALENGARCHSTAW
GOPYHIGHT 2018
Hickory Resource Center, Hickory, NG
CHECKER INITIALS SF
DISCIPLINE I RESOURCE CENTER I LINE NUMBER

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105
3
OWNERSHIP
S DUKE ENERGY CAROLINAS LLC
GEORGE W. CLARK REVOCABLE TRUST & BARBARA H. CLARK REVOCABLE TRUST
3
q
DB 727-PG 570
OB 2195-PG 65
q
a
ACREAGE
E2
a
EASEMENTS
REF. DWG. NO.
i
O
J
Y Z
op a z z
r Ir
Z
8 L,lii
N
44 I.
0 5 g
N
U
V
y
z
Lu
w. 0-
8
IIZ� Y, o' n m
8
L8 L8 LB 8 8 0
�
LCI' N
PROPOSED 20' PIPELINE
PERMANENT EASEMENT 1 e
WETLANDWL7
15'x 35V TCE
JI
�
20'
TCE K
=
104
113+
114+00 115+00 116+00
117+00 118+00
119+00
50' x 100' TCE STREAM PS6
111+ 112
7
1o0+�
15' x 697 TCE
ADS ,Do
107+00
49
1
105+
7�3�G7
,aa�0
4a TCE
103-
102
'� s
101 +�
105
THE PIPELINE INFORLMDON SHOWN
ON THIS DRAWING IS A COMPIUTgN
OF DATA OBTAINED FROM ORAW INGS
FROM VARIOUS SOURCES.
POND DOES NOT GUARNfiEE T1ff
ACCURACY OR COMPLETENESS OF
THE INFORM4TION SHOWN. RIS TNF
CONTRACTORS RESPONSRtx1TY TO
LOCATE ANGOR CONFIRM THE
LOCATIONS OF ALL 1R0.1TIE5 AND
PIPELINES PRIOR TO ExMVATgN.
10'
USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
EC
WB WB
WB
WB WB WB
TSC
S
o
SF- SF- F- C SF-
SF-1 Cd
SF-1
d
o
N
ECP
N
a
w
® TS ©
?
�Cd
SF-
J
Cd
SF-1 —AW—
ALL
ALL DISTURBED AREAS UNLESS
yO
OTHERWISE SPECIFIED
100+00 101+00 102+00 103+00
104+00 105+00 106+00 107+00 108+00 109+00 110+00
111+00 112+00 113+00 114+00 115+00 116+00
117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00
MATERIAL SUMMARY
760
—
DESCRIPTION QTY
g
—
— —
760
1 20' O.D. x 0.375' W.T. API-5L-PSL-2; X65; 2400
740
-
12-14 MILS FBE
`
—
—
—
----
740
2 20' O.D. x 0.375 W.T. API51--PSL-2; X65;
0
720
12-14 MILS FBE & 40 MILS POWERCRETE
EXISTING GRADE
_ — —.-720
3 20' STD 3R 45' WELD SEGMENTABLE ELBOW 5
MSS SP75 WPH Y65
700
—
—
—
_
700
4 20' STD 3R 90" WELD SEGMENTABLE ELBOW
\�
WETLAND
STREAM PS6
WI-7—'_
__
��'
3' 6" MIN. COVER
MSS SP75 WPH Y65
680
�—
-----
680
__—
„
660—
—
_
660
3' "MIN COVER
-----
----- -- —_
---- --�— _-- — ---
/
PROPOSED 20"PIPELINE
—
640
5' MIN. COVER 5' MIN. COVER
3' 6" MIN.ICOVER
640
620
3'-0" MIN. COVER
L_
it
620
3 3
+
3
3
o
3
MATERIAL
rn
1
2400'
CONST. METHOD
CM1
CM4 CM1 CM4
CM1
CLASS MAOP
I
CLASS III 1 1000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C-451-0001051 PNG-0-451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C-451-0001054
NO.
DATE REVISION(S) DESCRIPTION
BY CHK APPD DESCRIPTION
APPROVALS
SHEET(S) 6 OF 46 DWG SCALE AS SHOW
N
LINE 451 PIPELINE PROJECT
A 07-13-2018
ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE 0435
"'
REGIONAL
ENGINEER
(DUKE
COI
Piedmont
ALIGNMENT SHEET STA. 100+00 TO 124+00
DWG DATE 0612012018 SUPERSEDED _
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019
ISSUED FOR 90% SUBMITTAL
VT SF BG PROJECT NUMBER 1151527
—
MGR TECH
DRAWING NUMBER
4ENERGY. Natural GasSTATIONIDPRINCIPAL
D 03-08-2019 ISSUED FOR BID
VT SF BG DRAWING BY VT
REC & STD
LINCOLN COUNTY, NC
PNG-C-451-000100]REVISION
D
ENGINEER
PRO�S9OIk 4LENGARCHSTAAP
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS SF
rDISCIPUNE I RESOURCE CENTER I LINE NUMBER

GE)
los
HIP
g GEORGE W. CLARK REVOCABLE TRUST & BARBARA H. CLARK REVOCABLE TRUST N
CAROLINE CLARK
�
q
DB 2195-PG 65
DB 928-PG 102
q
3GENrsR.
jDWG.
J
w J
$
Y = Y
w
Z
10
F
wx
W w
U
2
U
F
Q
Of
n
�
�
Iwi!-
WETLAND WL9
WETLAND WL10
g 105
z
"ry
106 ACCESS ROAD 6A
J`Po
1aT+� t . 1
s
PROPOERMANENT EASEMENT
SED s0' P
145+oD
�
J
*qo
59x 100' TCE
ta5*�
m
o
44+
144-
�
03
JZe.
PROPOSED 20" PIPELINE
1az*�
�- .l'
�. �
15'x387' TCE
tao*
1
l!i`' . ; .r�^R_,s,•�e—r'�
w
A � ' i
�
3JF
�
13 *
' "
'/' ��4
�
�•-, ..... ,.:,,- �"""
y
THE PIPELNEINFORMATION SMONN - '� 40'TDE
aN TNIs wuwwG s A coNPrutxm
J3 OD DD
r Y.�
of arA oerAmED FROM oRAmNcs
FROMVARIOUSSOURUES.
POND DOER NOT GUARANTEE THE - �- :. •.
ACCURACY 011 COARETENESS OF
/�
- \ f ` .
THE (FORMATION SHOWN. RIS THE;��"O//�
\
CONTRACTORSRESPONSBIRY TO
LOCATE ANdOR CONFIRM THE
L ,"IONS OF AIL UTILITIES AND
Ir:. i,N-S PRIOR TO EXCAVATM
�Q-C WETLAND WLID `-.-
tet"
— �*�
USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
WB WB
WB
WB WB
WB
Q
x
g
+�
SF-1F-
C
F- SF-
v
i
F
r
u
ECP
L
o
® TS © SF-
SF- C SF-
C
SF- Cd SF-
QM
ALL DISTURBED AREAS UNLESS
OTHERWISE SPECIFIED
WB TST TRAP(LxWxD=109x20k4')
124+00 125+00 126+00 127+00 128+00 129+00
130+00
131+00 132+00 133+00
134+00 135+00 136+00 137+00 138+00 139+00 140+00
141+00 142+00
143+00 144+00 145+00 146+00 147+00 148+00
MATERIAL SUMMARY
760
# DESCRIPTION QTY
s
-
760
1 20' O.D. x 0.375 W.T. API-5L-PSL-2; X65; 2400
12-14 MILS FBE
W
740
--
_ _
_
�
—.......—_
—
----
�
—
740
2 20' O.D. x 0.375' W.T. API-5L-PSL-2; X65;
o
720
--
�
12-14 MILS FBE & 40 MILS POWERCRETE
--
-- —
—
720
3 20' STD 3R 45° WELD SEGMENTABLE ELBOW 1
MSS SP75 WPH Y65
--
700
3' 6' MIN. COVER
700
o
_
_
��
AGRICULTURAL FIELD
AG
4 20' STD 3R 90* WELD SEGMENTABLE ELBOW
o
MSS SP75 WPH Y65
g
S
. _---
680
_._
1_ -.
—EXISTING GRADE -- --
--
----
----- �-J--
680
660
--
- �-- ---- --
�- -
— — — — ---- — — — — —
666
640
T-6" MIN. COVER 5' MIN. COVER
PROPOSED 20" PIPELINE
5' MIN. COVER
— F MIN. COVER
640
620----
620
3
MATERIAL
o
1
2400'
CMI
CM4
CM1
CONST. METHOD
cuss) MADP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C-451-0001051 PNG-G451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G451-0001054
NO. DATE REVISION(S) DESCRIPTION
BY
CHK APPD DESCRIPTION
APPROVALS
SHEET(S) 7 OF 46 DWG SCALE AS SHOW
N
LINE 4 51 PIPELINE PROJECT
A 07-13-2018 ISSUED FOR 30% SUBMITTAL
VT
SF BG AREA CODE 0435
W s
REGIONAL
ENGINEER
Ct'DIM
Piedmont
ALIGNMENT
SHEET STA. 124+00 TO
148+00
DWG DATE 06/20/2018 SUPERSEDED _
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019 ISSUED FOR 90% SUBMITTAL
VT
SF BG PROJECT NUMBER 11151527
MGR TECH
DRAWING NUMBER
REVISION
REC&
ORGY
Natural Gas
D 03-08-2019 ISSUED FOR BID
VT
SF BG DRAWING BY 1VT
STD
LINCOLN COUNTY, NC
PNG-C-451-0001006
D
STATION ID I WA p TE
—
PRINCIPAL
ENGINEER
PROFE BOA{STAW
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS SF
DISCIPLINE / RESOURCE CENTER I LINE NUMBER

CK)
107 8
OWNERSHIP
CAROLINE CLARK
HWY 73 DAVID CLARK JR ALLISON THORNE CLARK
a
DB 928-PG 112
9
a
ACREAGE
a
EASEMENTS
REF, DWG. NO.
w
r
S.
a U W
)
ZQ
enn
F7
P J
20 0
F
N
W W W vK
LL LL LL LL LL d
O O w O ~
(7 W� W d
y
. _.. 1 PERMANENT 25 x 130'T
PROPOSED
107
ACCESS ROAD 613 60' PERMANENT EASEMENT BORE PIT 20'x60'
K
16x179'TCE
i - _, . 1 40' 20, TCE
BORE PIT 20'x60'
- t52wD 163
PROPOSED 20' PIPELINE I '� 1�+OD 181+00 1eq+�
TCE
159+00 fe5+D0
157+00 158+ igg+�
k
_ 156+00 f
155+00 �. .._ _._ �_ � -
154+DD i 8B
a
+ )
150+00 151+00 152+00 153 00
is
170+00 171spp
Z
J
0 /
a
�i ,...- �-'..W-z-- �' ` _-" '. �`- _ 25' x 125' TCE
F /ii r •a �. ,� �
a
,..
-• .-.-K
_ _ F
„„a,. �. - `'„+ " � _ _ _�-- ,= � - � .� _ �' _`R _-
+ _
TCEAL
49
HEPIIN ATWN
ONTHISDRAWMGISACOMPIUTION
OFOAHOBTANED FROM DRAWINGS
_-
""'N�;�i""'_
!j
80RE04NC73
rAL
FROM VARIOUS SOURCES
PONDDOES NOT GCARANTE THE
A OMP
`l _� 1� j �, „ �� / __`�-L`,
�
J // 1/- 11� r \. I
TYNE INFORMATIpN SHOWN RIS THE
.E INFORMATION WN. IT I T
CONTRACTORS RESPONSIBILITY TO-�
� / i 1'J6 � � ~_=` �
/ �- \\ \`
�� ��
UO 01DOR CONFIRM THE
LOCATIONS OF ALL UTILITIES AND
l ^ �- ✓ 1 ) \^ `-- \� \
PIPELINES PRIOR TO E%CAVArION.
�� n \�\�`C\
`�%��
CE CE
WB lN8 WB
�O
8
N
SF-1 Cd
SF-
�
d
d
w
z EC
J
®TS ©
F- Cd F- Cd SF- SF- Cd SF-
SF-1 F-
ALL DISTURBED AREAS UNLESS
OTHERWISE SPECIFIED
148+00
149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00
168+00 169+00 170+00 171+00 172+00
MATERIAL SUMMARY
760
p DESCRIPTION CITY
g
7
I
760
1 20' O.D. x 0.375 W.T. APISL-PSL-2;X65; 2240
740
— —
12-14 MILS FBE
B---
-
-- -- —v---��.�
740
2 20' O.D. x 0.375 W.T. APISL-PSL-2. X65; 160
�
CIL HWY 73
12-14 MILS FBE & 40 MILS POWERCRETE
720
EXISTING GRADE -
-
720
3 20' STD 3R 45° WELD SEGMENTABLE ELBOW 3
MSS SP75 WPH Y65
700
AGRICULTURAL FIELD
FORCEMAN LINE
—
-- AGRICULTURAL FIELD
700
4 20' STD 3R 90* WELD SEGMENTABLE ELBOW
---
�
MSS SP75 WPH Y65
�- _
g
680
—
_. _ __._..
660
-=--
-- ----- ---- ----
-J--- ---- ---- -�--- ---- -�-- -=1.-�
5MIN.COVER
--.
PROPOSED 20" PIPELINE
5' MIN. COVER
§
640
T-6*
MIN. COVER
-BORE PIT 20'x60'
2' MIN. CUR.
640
—
5' MIN.
COVER- -- _
1 3'�- MIN. COVER
620
BORE PIT 20'x60'
620
3
3 3
v a
S aD
g
MATERIAL
1
2 1
1940'
160' 300'
CM1
BORE CM1
CONST. METHOD
CLASS MAOP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-0-451-0001051 PNG-B451-0001001
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 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
LINE 451 PIPELINE PROJECT
SHEET(S) 8 OF 46 DWG SCALE AS SHOWN
A 07-13-2018
ISSUED FOR 30% SUBMITTAL VT SF BG AREA CODE 0435 L
"s
REGIONAL
ENGINEERA
�' ��/\Piedmont
ALIGNMENT SHEET STA. 148+00 TO 172+00
DWG DATE 0612012018 SUPERSEDED —
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019
ISSUED FOR 90% SUBMITTAL VT SF BG PROJECT NUMBER1151527 E
MGR TECH
DRAWING NUMBER REVISION
REC&STD
ENERGY. IIIUUU Natural Gas
D 03-08-2019
ISSUED FOR BID VSF BG DRAWING BY VT
IF
LINCOLN COUNTY, NC
PNG-C-451-0001007
D
STATION ID WA E
PRINCIPAL
ENGINEER
P 11FESWA iARCHSTAW
COPYRIGHT 2018
Hickory Resource Center, Hickory, INC
CHECKER INIT S SF
DISCIPLINE /RESOURCE CENTER/ LINE NUMBER

107E
2sa
i
OWNERSHIP
Y DAVID CLARK JR ALLISON THORNE CLARK
+ BRANDON RAMP HUHAISH IL JESSICA BLAIR JUHAISH + EVERWOOD LN L+ PAUL AND SIMONA VOINA
is
i
DB 928-PG 112
DB 2679-PG 85
DB 1616-PG 540
q
ACREAGE
S2
EASEMENTS
REF. DWG. N0,
p
6
Z_
O O
Z K
.p~.� K
Z
O OOK
t [� a N
v
F3
v
a
V o z
ZE a a
L)a w w
z oar c0 c�n.�ao
Iwi a� c�3 $n w w� � a
S '
+ #
�Lwip.
< NA�tD
+
{0.
O h1�OfN a
# i + + + + N+
��pp {F+pp pT+pp
50' x 364' TCE
TICE
L
_ I
11'' PERMANENT
189+00 190+00
191+00 192+00 iB3+ 184+00
`,; •
� ( ACCESS ROAD 7
_
PROPOSED 20' PIPELINE
Y
40' TCE
PROPOSED 60' PERMANENT EASEMENT
_ AO'T 262
50x300 TCE
e OD 20
— ti
1 ` 1 \ �
*r _/ ,
v ��(� rte— s
J1
� .
k r
��_ r�`1n �
�4
9
,� � \ � �+Dillt► �- � -
\
�`
�'.
_ � f
a
�y�
i
V�•.�- r
_�
S �` JII I-- �/ I —`
1e
x. ,..o_�
i. �� � � J' � `/- `�,
\�,
\�.V`�\
'�
'
TI+.E PIPELINE INFORWTION SHOWN
ON THIS ORAWINGISACOMPIIATION
OF 04TARIOUSSD FROM DRAWINGS
r
FRDM DOES NOT GO RES.
THE-
:. —:
ACCUDOESNOTOWFTEN
ACGUPACTaRCOMPLETENESS T
THE RFORMAnON SHOWN. R IS ne�
•
�- �_ � - - -
.
CONTRACTORS RESPONSIexm To
_ .. 1 • --
-� _..
_
—
,
l\. . ,
'•.
, r
LOGTE-DIOR CONFIRM THE
LGnO
ONS a Au URlI1ES AFq
PIPELINES PRIOR TO EXGVA=
,.. -•:. ..
^
"`�\ / \.
1
CE CE
WB
WB WB WB WB WB
Q
T
Cd Cd
+S
S
SF-1
ISF-1 Cd SF-
0
W
ECP EC
EC C
NFS
0 PS
vri
WB
Cd ® WB PROTECT POOL
ALL DISTURBED AREAS UNLESS
DOWNSLOPE
OTHERWISE SPECIFIED
172+00 173+00 174+00 175+00 176+00 177+00 178+00
179+00 180+00 181+00
182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00
196+00
MATERIAL SUMMARY
# DESCRIPTION QTY
780
1 20" O.D. x 0.375' W.T. API-5L-PSL-2; X65; 2400
12-14 MILS FBE
760
—
C/L EVERWOOD LN
$
760
2 20" O.D. x 0.375 W.T. API-5L-PSL-2; X65;
740
l
-- ---
�_^
--
12-14 MILS FBE 840 MILS POWERCRETE
�-_� -
-�- —`�
-�- �`
3 20'STD3R45°WELDSEGMENTABLEELBOW 8
EXISTING GRADE
740
720
-I-'�
-L -
MSS SP75 WPH Y65
LL
o_
'
AGRICULTURAL FIELD .....
-
5 MIN.
__..
COVER
720
4 20' STD 3R 90* WELD SEGMENTABLE ELBOW 1
MSS SP75 WPH Y65
a
§
700
PROPOSED 20" PIPELINE
T-6" MIN. COVER
700
Ii
5 TEST STATION 1
680
—
- - - -
-
—
--
680
§
--
660
66D
5' MIN. COVER
S' MIN. COVER
3'-6' MIN. COVER
640
640
3
4 3
5 3 3 3 3 3
3
rn !T
S
MATERIAL
�
i
2400'
CM1
CONST. METHOD
CUSS I MAOP
CLASS III / 1000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C-451-0001051
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 9 OF 46 1 DWG SCALE AS SHOWN
A 07-13-2018
ISSUED FOR 30% SUBMITTAL VT SF
BG AREA CODE 0435
REGIONAL
% DUKE Piedmont
ALIGNMENT SHEET STA. 172+00 TO 196+00
DWG DATE 06/20/2018 SUPERSEDED _
10-05-2018ISSUED FOR 60% SUBMITTAL BG ACCOUNT NUMBER 07
TT
C
1-31 2019 ISSUED FOR 90% SUBMITTAL VTSF
BG PROJECT NUMBER/115152
DRAWING NUMBER
REVISION
RMG EC1NEER 85T0
Y ras
D 03-08-2019 ISSUED FOR BID VT SF
BG DRAWING BY VT
LINCOLN COUNTY, NC
PNG-C-451-00010081
D
STATION ID WA
E
A:
PRINCIPAL
ENGINEER
RRDTSWAB GARCHSTMP
COPYRIGHT 2018
Hickory Resource Center, Hickory, INC
CHECKER INITIALS SF
DISCIPLINE/RESOURCE CENTER/LINENUME

CH)
266
267
189
H
OWNERSHIP
PAUL AND SIMONA VOINA
DENNIS E. AND KATHRYN P. NORMAN
DENNIS E. AND KATHRYN P. NORMAN
EAGLEWOOD INC
ate+, WILLIAM C EDWARDS Sg
q
r' DB 1616-PG 540
DB 2578-PG 521
DB 2578-PG 504
gi
DB 1370-PG 455DB
2158-PG 354
q
E2
ACREAGE
a
EASEMENTS
REF. DWG. N0,
H
J
z o
S2 S2
Np
oN
X
p nap
z
0
c
O
a
rn DO a
a O m¢RD
a rn
a
a
+
+¢ ^ N
] +
+ `+ m m a
A
+
++
+
p
N N N
m pp+��
N W N N
pppppp+�� p�
N N N N N
N
o
N
STREAM IS91
266
20'x 149 TCE yoA' o�
110
8
3
PROPOSED 20' PIPELINE
7�afl
10'
15 x 724' TCE
WETLAND WL94
PERMANENT
zo�,dD
109
ACCESS ROAD 8
5
2�
STREAM IS93 PROPOSED 60' PERMANENT EASEMENT 15'x 491' TCE 22
Yoo
z
40'
2�5�
TCE
9 1.oD
STREAM PS90
z +DG
15' x 128' TCE
211 +po
y , 40' TCE
D9+pD
2�6+DG
%
25' x 233' TCE
215*
THE MEUNE INFonMAnoN SNOWM
ONTNIS DRAWMGISACOMPIIATION y
z
OF DATA OBTAINED FROM DRAWINGS
FRDM vA S SOURCES.
21
POND DOES NOT GUARANTEE TME
ACCURACY OR COAL FTENFSS OF
STA 209+15 BK =STA 207+27 AHD
TME MFOR-TION SHOWN. I' IS TME WETLAND WL89
CONTRACTOR'S RESPONSIBILITY TO
DIFF: +188. i T
267
10
LOCATEANDOR CONFIRM THE
�4
207+27 AHD PI <45°12'11" LT.
LOCATIONS OF ALL UTILITIES AND
PPFLNES MOR TO E CAVAr1ON.
WETLAND WL92
40' TCE
CE CE USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLAND AREAS
USE ERNMX308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLAND AREAS CRS
WB WB WB
C EC
C EC
WB
WB WB WB WB
Cd
Cd
F- 1F-
SF-
F- SF-
Cd SF-
d
�
�
N
�
ii
w
C
ECP
w
o
z
J
z
s
MO PS �
Cd Cd
TB
TB
WB
O
M DISTURBED RUNLESS
TSC O O O
WB WB WB
WB
O
WBWBWg TSC O
WB
WB
O
0TH SESP CI
R
196+00 197+00 198+00 199+00 20D+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00
208+00 209+00 208+00 209+00 210+00 211+00
212+00 213+00 214+00 215+DO 216+DO 217+00 218+00 219+00 220+00
MATERIAL SUMMARY
780
#1 DESCRIPTION QTY
g
780
—
—
----
—
—
1 20' O.D. x 0.375 W.T. API-5L-PSL-2; X65; 2588
12-14 MILS FBE
w
760
7�
EXISTING GRADE
2 20' O.D. x 0.375' W.T. API-5L-PSL-2: X65;
12-14 MILS FBE& 40 MILS POWERCRETE
_
_ _ _
WETLAND WL92
---�
740
_
740
—
—
_
\
3 20'STD 3R45°WELD SEGMENTABLEELBOW 11
MSS SP75 WPH Y65
720
T P�-SUR EY PENDING ��
STREAM S91 C
STRFAMIS93
_—
���
��
720
/
'—
__
__\�
4 20' STD 3R 90° WELD SEGMENTABLE ELBOW 1
a
MSSSP75WPHY65
J MIN.COVER ��� `_
3'-0'
-
/
— ._
���.� --__ _
3'E"MIN. COVER
700
g
700
_
5' MIN. COVER
— — _—� --
— —
— —
_
'
680
PROPOSED 20" PIPELINE
5' MIN. COVER
680
-
5' MIN. COVER
s
�
660
—
—
660
640
--
--
-- --
--
—
640
3 3 3
3
3 3 4
3
3
3
3
3
N
N
EQUATION:
+
S
111
S
DIFF. +188.1T
3f
8
MATERIAL
1
2588'
CONST. METHOD
CM4 CM1
CM4
CMt
CM4
Civil
CLASS I MAOP
CLASS III / 1 D00 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S) PNG-0451-0001051 PNGL-051-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C-451-0001054
NO. DATE REVISION(S) DESCRIPTION
BY CHK APPDI DESCRIPTION
APPROVALS
SHEET(S) 10 OF 46 I DWG SCALE AS SHOWN
LINE 451 PIPELINE PROJECT
TOT-13-2018 ISSUED FOR 30% SUBMITTAL
VT SF BG JAREA CODE D435
E
REGIONAL
ENGINEER
��DU�
Piedmont
ALIGNMENT SHEET STA. 196+00 TO 220+00
DWG DATE 06/2012018 SUPERSEDED _
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019 ISSUED FOR 90% SUBMITTAL
VT SF BG PROJECT NUMBER 1151527 TE
—
MGR TECH
DRAWING NUMBER
REVISION
REC&STD
"RGY'
Natural Gas
D 03-08-2019 ISSUED FORBID
VT SF BG DRAWING BY VT
LINCOLN COUNTY, NC
PNG—C-451-0001009
D
STATION ID IAA
�s
PRINCIPAL
ENGINEER
FROTMUAB iARCHSTAW
COPYRIGHT 2018
Hickory Resource Center, Hickory, NO
CHECKER INITIALS SF
DISCIPLINE / RESOURCE CENTER /LINE NUMBER

110
,1,
11z
OWNERSHIP
WILLIAM C EDWARDS +
JOY LEEILA REEL
JOY LEEILA REEL
3
q
i.Y
DB 2158-PG 354 i3
DB 2160-PG 413
DB 2160-PG 413 Aq
333
ACREAGE
EASEMENTS
REF. DWG. NO.
2
O
w
Z
d dYY�7i
P zi w
C
—
o
`uS r'
in m An o
N N NN
110
y � J
•P
STREAM PS14
_
112
B
g 15'x314'TCE
WETLAND WL15
25' x 44Y TICE
221. �
111
4x20'
PROPOSED 60'PER MANENTEASEMENT
+00 223+op
PROPOSED 20' PIPELINE
2a3,op 2
224+pp 225+p0
2a a 00
226+00 227+00
25'x516'TCE 2ataDo ;
22a+op 2zs+ �
2ap+oo
238a�
230+pp
i 231+pp 232+pp 238r00
233+pp 237a�
234+
WTCE
/
THE PIPELINE INFORMATION SHOWN
2D' x 150' TCE `p
`.
°+
ON TNIS
y
I
OF DATA OBTAINED FROM DRAWINGS . , .._
VARgUS SOURCES. +
POND DOES NOT GUARANTEE THE �R�., 'ii ` .
,. ; {'
-.:�� r
-.�. .. :'1 , IRS F • "-r+
iyYl 'r
A
y N.
r Y C I C` f
a 'sT \ %
M . ,,`` (.,.F../ 1 A x• 4. • .. �- J �\
.
/ •E
\FROM
„/ ~ YY __ 77 1.+>: '' -.l'.
ACCURACY OR COMPLETENESSo, ..> ..._,..
_ ..
THE IFDRMATION SIAowN. RIS THE - ..< .�- ...
.T^ - +'i`. T`-'. ::}?'�. Ai'i'.
.. .. .c
♦ .%,' "y •a yf rlt.:. ♦ ,'9t
i",y
-�
�' �^
-_t.
coNTRACTORs REsroNsrenm To
LOCATE ANDIOR CONFIRM THE
LOCATIONS DF A11 UIILRESAND
• � > -
- -
_
PPELINES PRIOR TO EICAVATIM
USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
WB WB C
EC
WB
V
S
SF- Cd F-
C SF-
SF- C SF- SF-
J
J
w
QM PS
�
Wg
TB
�
ALL DISTURBED AREAS
UNLESS
TSC
WB
OTHERWISE SPECIFIED
220+00
221+00 222+00 223+00 224+DO
225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00
233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+DO
MATERIAL SUMMARY
780
—
# DESCRIPTION QTY
g
-- --
—
780
1 20" O.D. x 0.375W.T. API-5L-PSL-2; X65; 2400
12-14 MILS FEE
W
760
- _
-- ---
—
—
760
2 20' O.D. x 0.375' W.T. API-5L-PSL-2; X65;
--
12-14 MILS FEE & 40 MILS POWERCRETE
740
— —AGRICULTURAL FIELD
WETLAND WL16
740
3 20' STD 3R45* WELD SEGMENTABLE ELBOW 3
MSS SP75 WPH Y65
720
STREAM PS I4_
WETLAND
— EXISTING
GRADE
- ---
720
\
\
4 20' STD 3R 90' WELD SEGMENTABLE ELBOW
-
—_�
MSS SP75WPHY65
o
700
3'-0 'MIN.
COVER
700
--
--
`
— --- =---------
680----
5' MIN. COVER
—---
S MIN. COVER 3'-6' MIN. COVER 5' MIN. COVER
660
§
660
3'-6' MIN. COVER
3'-6" MIN.ICOVER PROPOSED 20' PIPELINE
660
5' MIN. COVER
640
—
640
3
3
3
MATERIAL
o
N
1
2400'
CM1
CM4
CM1 CM4 CM1
3 CONST, METHOD
CLASS ) MADP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S) PNG-C451-0001051 PNG-C 451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C-451-0001054
NO. DATE REVISION(S) DESCRIPTION
BY CHK APPD DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 11 OF46 I DWGSCALE ASSHOWN
A 07-13-2018 ISSUED
FOR 30% SUBMITTAL
VT SF BG AREA CODE 10435
MLs
REGIONAL
ENGINEER
!-DUKE Cd�� Piedmont
ALIGNMENT SHEET STA. 220+00 TO 244+00
DWG DATE 0612012018 SUPERSEDED
B 10-05-2018 ISSUED FOR SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019 ISSUED
90%
FOR 90% SUBMITTAL
VT SF BG PROJECT NUMBER 1151527
M`s
MGR TECH
DRAWING NUMBER
REVISION
�
REC&STD
ENERGY. Natural Gas
D 03-08-2019 ISSUED FOR BID
VT SF BG DRAWING BY VT
LINCOLN COUNTY, NC
PNG-C-451-0001010
D
STATION ID WA ME
s
PRINCIPAL
u PROFESS NALEN'GARCHSTAW
ENGINEER
COPYRIGHT 2018
Hickory Resource Center, Hickory, NG
CHECKER INITIALS SF
DISCIPLINE I RESOURCE CENTER I LINE NUMBER

112
v 113
114 115
y
3
OWNERSHIP
JOY LEEILA REEL
RONALD E REEL
MARK ANTHONY REEL ,+(, JOHNATHAN SCOTT KNOX
;
q
N
DB 2160 -PG 413
c"3 DB 2555 -PG 411
DB 2444 -PG 960 `�'I DB 1835 -PG 296 c`Pi
q
a
ACREAGE
EASEMENTS
REF. DWG, NO.
o
F=
K
m
j
w
w
w
'
p
J
w
N
F-
N N m
d
O_
0
d
0
d
y 0 Z i
d CL LL -2223
N
o
}}}p
yy yy
m
STREAM PSI7 i
/
TCE
iii
TEMPORARY L
i�/�
fi
PERMANENT
ACCESS ROAD 9A
EX. STRUCTURE
112
TICE
PROPOSED 60' PERMANENT EASEMENT
2sAyp0 2ss+oo,� 26�+pD
E5' x 3J TCE
262.00
2s3+�
25' x 1166' TCE
?<s. Op
259
250r�
z4 ,� PROPOSED 20" PIPELINE
20' 25 +
10'
2 `p0
115
'Op
255`
30'x200' TCE
49spp 53`00
2
� 15p�� 251,D°
WETLAND WL19
THE PIPELINE INFORMATION SHOWN
�-'
40'
STREAM PSIS
ONTHIS DRAWING IS A COMPILATION
OF DATA OBTAINED FROM DRAWINGS
FROM VARIOUS SOURCES.
WETLAND WLZO
PDND ACY NOT GUARANTEE TRE
ACC111
URACY OR C01.1PLETENE55 OF
BORE OS ML -17
200' x 280' TCE
THE NFORWI`ON SHOWN, IT IS THE
CONTRACTORS RESPONSIBILITY TO
LOCATE ANDOR CONFNM THE
LOCATIONS OF ALL UTILITIES AND
-
40' TCE
PIPELINES PRIOR TO EXCAVATION,
1
EC
<2D
WB WB
WB WB WB
V WB WB
o
+
F- F- F-
�
N
USE ERNMXJOB NORTH CAROLINA PIEDMONT
FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
o
w
EC
EC
w
z ® TS ®
F- SF-
F-
SF-
Cd
SF-
J
x
QM PS
TB
�?
TSC
WB
ALL DISTURBED AREAS UNLESS
OTHERWISE SPECIFIED
®®
244+00
245+DO 246+00 247+00
248+00 249+00 250+00 251+00 252+00 253+00 254+00
255+00 256+00 257+00 258+00 259+00 260+00
261+00 262+00 263+00
264+00 265+00 266+00 267+00 268+DO
MATERIAL SUMMARY
# DESCRIPTION QTY
8
800
—
AGRICULTURAL FIELD —
800
— —
1 20' O.D. x 0.375" W.T. API -5L -PSL -2; X65; 2400
12-14 MILS FBE
780
—
----
-
-
—
780
2 20" O.D. x 0.375" W.T. API -5L -PSL -2: X65;
a
760
EXISTING GRADE
EXISTING
`�
\ -
4 MILS WERCRETE
& 40 MILS MNTABLE
o
STREAM PS17
—
_ —_--- —i
__
5'MIN.COVER
``
760
3 20'STD 3R45EWELD SEG ELBOW 4
740
AGRICULTURAL FIELD—
-----
_
..
MSS SP75 WPH Y65
35"MIN.COVER
4 20STD 3R 90WELD SEGMENTABLE ELBOW
" "
w
e
MSS SP75 WPH Y65
C)
720
T-6" MIN. COVER
1 _
PROPOS ED 20"PIPELINE
—
—
—
720
700
—�. —
—
_.
—
--
—
---
--
',...
700
3
-- ----- --"..MIN. COVER
_. ..
680
5' MI IN. COVER
—5' MIN. COVER
680
-
—
e
660—
3'S" MIN. COVER
—
I
660
3
3
3
3
�
o
�
MATERIAL
2400'
N
CM4
CMi
3 CONST. METHOD
Cuss I MAOP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C-051-0001051 PNG-0451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C451-0001054 PNG43-451-0001001
NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 12 OF 46 DWG SCALE AS SHOW N
A 07-13-2018 ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE 0435
REGIONAL
EN
' DUKE
CII
Nato
ALIGNMENT SHEET STA. 244+00 TO 268+00
DWG DATE 06120/2018 SUPERSEDED
ISSUED FOR 60% SUBMITTAL SFUNT NUMBER2112555
C 01-31-2019
ISSUED FOR 90% SUBMITTAL
vT BG PROJOECT NUMBER �
ws
s
MGR TECH
DRAWING NUMBER REVISION
ENERGY.
al Gas
D 03-08-2019 ISSUED FOR BID
VT sF BG DRAWING BY VT
TD
LINCOLN COUNTY, NC
PNG-C-451-0001011
D
STATION ID WA
PRINCIPAL
PROFE&9CMSNGA9CHSTAW
CHECKER INITIALS SF
ENGINEER
COPYRIGHT 2DIS
Hickory Resource Center, Hickory, NC
DISCIPLINE I RESOURCE CENTER I LINE NUMBER

116 117 116 N 119 y 12�
OWNERSHIP
8
N o
EDWARD H. KNOX JOHN F. MANARD & KATHLEEN A MANARD DONALD S. MOTT & SANDY L. MOTT 7 RANDALL J. WALLACE & TRACEY L. WALLACE + JEFFREY GLENN ASHER & JENNIFER SMITH ASHER +
3
q
°;
DB 1099 -PG 245 DB 2045 -PG 487 R DB 2477 -PG 521 DB 2413 -PG 668 R1 DB 2016 -PG 284 iZ'i
q
CE
ACREAGE
a
EASEMENTS
REF. DWG. NO.
oOf
w w w w
z z z_ z
J
pY pd =Yd
o 0 0 D-YYO.Y C�
O
-
N
¢
Z U�
g o m
1:50
o '0 � � K K K � K
o o a OL a m m m a v
v g V 9
m
O O
v 0
K 00 0
d d d 0- 0- 0- d 0)FHO)F d
H mUFTA
OI T Of tT0
N R R N N N
O aD aD m O Ql O° O° O° N
N N N N N N
`.�
118 119 120
\
WETLAND WL 103
117
£ 16
TICE 15' x 540' TCE
282+00
$
283.DD
PROPOSED 60' PERMANENT EASEMENT 30' x 288' TCE 2 -.Do
30' x 106' TCE 20' STREAM PS21
285.p0
s
PROPOSED 20' PIPELINE m 2se.00
40' 27a+oo 2)5.00 2a7.�
zT3+00 278 2ss+Op 15' x 5T TCE
�
272+00
217«OD +OG 289+00 0
271+00
278.00 290+00
270
278+00 291.00 rn
269+00
29
117
N
10'
30'x 200' TICE
40' TCE INSTALL TWO (2) 60 -IN BOX
THE PIPELINE INFORAMTION SHOWN
CULVERTS (CLASS N) AT 66-Fi
ON THIS DRAWING IS A COMPILATION
OF DATA OBTAINED FROM DRAWINGS
STREAM PS104
LONG (BURY CULVERTS 20%
116
FROM VARIOUS SOURCES.
40' TCE
OVER INVERT). INSTALL 16 -FT
POND DOES NOT GUARANTEE THE
ACCURACY OR COMPLETENESS OF
WIDE DRIVE OVER CULVERTS
THE INFORMATION SHOWN. IT IS THE
WITH MIN 2 -FT OF COVER OVER
CONTRACTORS RESPONSIBILITY TO
LOCATE ANDOR CONFIRM THE
LOCATION OF ALL UTILITIES AND
CULVERT WITH 3:1 SIDE SLOPES.
PPEUNES PRIOR TO EXCAVATION.
USE ERN MX -308 NORTH CAROLINA PIEDMONT FACW MR OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
EC EC
C EC
WS +
V
O rn
C F-
d
i
o
¢
m
z
ECP w
z
o
s
w
J
J
SF- Cd SF- CIt Cd Cd SF- SF-
w
O PS
N
TB
WB WB TB
O O
ALL DISTURBED AREAS UNLESS
TSC
WB Wg TSC
W9 VYB WB WB WB
CRS Wg Vyg Vyg Wg Vyg Vyg
OTHERWISE SPECIFIED
268+00
269+00 270+00 271+00 272+00 273+00
274+00 275+00 276+00 277+00 278+00 279+00 280+00 281+00 282+00 283+00 284+00 285+00 286+00 287+00 288+00 289+00 290+00 291+Dp 292+00
MATERIAL SUMMARY
# DESCRIPTION QTY
820
---
—
--- --
—
— —
— —
820
1 20' O.D. x 0.375' W.T. API -0L -PSL -2; X65; 2400
800
EXISTINGRADE
G
800
124 MLS FE
$
2 20'0.D! x 0 3875' W.T. API -5L -PSL -2; X65;
j
\ `
12-14 MILS FBE & 40 MILS POWERCRETE
760
3'-0" MIN. COVER
i
_---
--_
`` i
780
3 20" STD 3R 45° WELD SEGMENTABLE ELBOW 9
MSS SP75 WPH Y65
+_I'._
_ _.
\
760�
b
760
_.
WETLAND WL 103
_I_ _
PROPOS ED 20"PIPELINE
_.._. ...-
��
-
4 20' STD 31190* WELD SEGMENTABLE ELBOW 1
_
MSS SP75 WPH Y65
o
o
$
o
7qD
STREAM PS104
/
STREAMIE
— EARA PS21
740
—
—
--
720
—
--
-- —
3'-0"MIN. COVER
720
� �
3-6"MIN. COVER
—
700
700
-
—
(
3'-6"MIN. COVER _..._
680
T MIN. COVER
-
5' MIN. COVER
680
3 3 3 3
3 3 3 4 3 3
°a .n m r`
+ Y + +
o �
+ +
+m
rn m rn o
o
MATERIAL
2400'
CM1 CM4
CM1 CM4 CM1
CONST. METHOD
N CLASS /MAOP
CLASS III 11000PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C-451-0001051 PNG-C-451-0001053
_
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-0451-0001054
€I
NO. DATE
REVISION(S) DESCRIPTION
BY CHK APPD DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 13 OF 46 DWG SCALE AS SHOWN
A 07-13-2018
ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE 0435 °A E
IN s
REGIONAL
DWG DATE 0 6/2 012 01 8 SUPERSEDED
B
ISSUED FOR 60% SUBMITTAL
VTT BG ACCOUNT NUMBER 0151527
NEER
��DUKE Cb1� Piedmont
ALIGNMENT SHEET STA. 268+00 TO 292+00
01-31-2019
ISSUED FOR 90% SUBMITTAL
VSF BG PROJECT NUMBER 1
u s
MGRIT CH
DRAWING REVISION
REC&STD
ENERGY. Natural Gas
03-08-2019
ISSUED FOR BID
VT SF BG DRAWING BY VT
ID
LINCOLN COUNTY, NC
PNG-C-451-0001012
-00
D
STATION ID N/A
W s
PRINCIPAL
ENGINEER
_
I F�SSfIOWLFNGARMSTAIMP
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS SF
DISCIPLINE/ RESOURCE CENTER I LINE NUMBER

CH) 0 122
123 124
125
OWNERSHIP
S m
+ JEFFREY GLENN ASHER & JENNIFER SMITH ASHER + LARRY ROSS '-
c M
DENISE BROWN & ROY LEE BROWN (DECEASED) a, + SAMMIE D. ROSS & MARGARET A. ROSS RICHARD MILLER PERKINS +
q
R'i
DB 2016 -PG 284 R'i DB 2201 -PG 297
DB 1701 -PG 520 iv DB 1310 -PG 535
DB 1201 -PG 414
4
a
ACREAGE
a
EASEMENTS
REF. DWG. NO.
z
w
z
z z
z z z
g z z
z
F
a a
a a m
y
v
a a
a a o
a a a w w a a
g2
m
o
N
+
o M rn
N N 6
o
TEMPORARY
122
ACCESS ROAD 10
-
PROPOSED 60'PERMANENTEASEMENT
SWUEX.TRANSCO
`
120PIPELINE
EASEMENT
15'x 949TCE 217 75'x231'TCE _
1
"
1
Z 00
293+00 294+0 95+0 29 +00 297+
PROPOSED 20" PIPELINE-
298+ 299+00 1i
cP
124 \
o^
"•
� tom!
40'TCE°
,A�
123
THE PPEUNE INFORMN110N SHOWN
ON THIS DRAWING ISA COMPIATxIN
INGS
)
\ �\
FOFAT880DFROM DRAW
DVARIOUS
POND DOES NOT GUARANTEE THE
=
ACCESS ROADEN4
/ �-
ACCURACY OR COMPLETENESS OF
THE INFORMATION SHOWN. R IS THE
-
:
'. ��—✓r '
CONTRACTOR'S RESPONSIBILITY
LOCATE ANDOR CONFIRM THE
J
LOCATIONS OF ALL UTILITIES AND
PIPELINES PRIOR TO EXCAVATION.
/
WB WB
WB WB WB WB
WB WB
g
S
+
N
SF- Cd SF -1
r
d
�
�
z
o
w
ECP
ECP
w
o
w
® TS ©
Cd
SF -1
0 PS
m
ALL DISTURBED AREAS UNLESS
OTHERWISE SPECIFIED
9
292+00
293+00 294+00 295+00
296+00
297+00
298+00
299+00 300+00 301+00 302+00 303+00 304+00
305+00
306+00
307+Dp
308+00
MATERIAL SUMMARY
# DESCRIPTION CITY
g
840
�
—
I
--
—
---
--�
—
—
--
840
1 20" O.D. x 0.375" W.T. API -5L -PSL -2; X65; 1600
wT
12-14 MILS FBE
820
620
i --
—
-- — — —
--
—
2 20" O.D. x 0.375' W.T. APISL-PSL-2; X65;
800
3'S"MIN. COVER
EXISTING GRADE
—
--�
800
12-14 MILS FBE & 40 MILS POWERCRETE
--
3 20" STD 31145* WELD SEGMENTABLE ELBOW 2
MSS SP75 WPH Y65
\
J
780
--
8'-0* MIN.
COVERI
v \..__.
`
780
a
41 20' STD 3R 90° WELD SEGMENTABLE ELBOW 1
MSS SP75 WPHY65
760
— -- --� g'-0 MIN. COVER—
EX, PIPELINE
760
=
�-
—
__.
§
°
740
-2' MIN. CLR _ EX. PIPELINE
— —
3'S"MIN.
COVER
740
�
PROPOSED
-
20"
PIPELINE
—
§
(TYP.)
_
720
_ — — _
—
—
720
F
q'
700
1
3'S" MIN. COVER
3
3 4
o
$
+
R
MATERIAL
*
rn
1
1600'
o
CM1
CM3
CM1
CONST. METHOD
CUSS/ MAOP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S) PNG-C-451-0001051 PNG-0-451-0001052
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 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
LINE 451 PIPELINE PROJECT
SHEET(S) 14 OF 46 DWG SCALE AS SHOW N
A 07-13-2018 ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE 0435
s
REGIONAL
ENGINEER
DWG DATE 06/20/2018 SUPERSEDED _
DUKEnt
(0(�''
ALIGNMENT SHEET STA. 292+00 TO 308+00
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019 ISSUED FOR 90% SUBMITTAL
VT SF BG PROJECTNUMBER 1151527
ws
MGR TECH
DRAWING NUMBER REVISION
ENERGY. Nat ra�GaS
LINCOLN COUNTY, NC
PNG-C-451-00010131
D
E 03-08-2019 ISSUEDFORBID VT SF BG DRAWING BY VT
STATION ID I NIA
M s
PRINCIPAL
ENGINEER
FROFESSIQ'dALENGARCHSTAMP
COPYPoGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS SF
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

GQ
126
127
3
OWNERSHIP
RICHARD MILLER PERKINS
NORMA K HESTER LIFE ESTATETHOMAS
m
ROGER KEEVER
m
q
DB 1201 -PG 414
DB 2638 -PG 181
DB 924 -PG 67
q
883
ACREAGE
333
EASEMENTS
REF. DWG. NO.
ax
w
LU
o x
o
it oo
amrn ��
w
a a
a
a
N
o
nC2o
126
y+4•' ark,♦
WETLAND WUBS STREAM IS86
( PROPOSED 60' PERMANENT EASEMENT
1 t
TICE 127
.ter';„ +AS„ ►�sY 'e�T 2•r
4�''T `�
50' EXTRANSCO PIP
. ELINE EASEMENT
125 �\ 3�ya
00
3�
g
� , _��+. , , , , .- • �'�-. iA.,
,r
; ;t " �\\ i TEMPORARY
#
\
ACCESS ROAD IO
1
STREAM PS24
3Z4s0p
i S x 885' TCE F�
��4,cp
/ 1
rt�_
Y,
I
'�
�,H`� �
11���7� �
3�2a0�
�=�\� 40'TCE
� p'ITCE I v �
��. "�`�
3zepa '.:e •Y.r'
"'
-�\~
)
•
�i
THE PIPELINE INFORMATION SHOWN ♦ri "
4
,�9r \
\ `�. \`\�\
\ \
-
( \
/ / \ `\
- y�7� f If `
•+
jNZ% r
ONNIS DRAWING IS A COMPILATxk! !♦ "
OF DATA OBTAINED FROM DRAWINGS -
MOM VARIOUS SOURCES.
WETLAND+�.
_` \\\ \ �'"-'�\� \\�
�\ 7 �.1`�\\` �` _
C
-"
l
1 /� \ \ \
11
'tel' +> ry
>� ��.-�} ( •. -
POND DOES NOT GUARANTEE THE
PLNESSOF
ACCURACYORCOMETE
\
,t/�
1
1 \ \ �(
' �
\ )
i
THE INFORMATION SHOWN. RIS THE
CONTRACTORS RESPONSIBILITY TO
�\ 1
� /� ��
i+ <• .�•��
LOCATE ANOORCONFINMTHE
LOCATIONS OF ALL U'PUTIES AND
PIPELINES PRIOR TO EXCAVATIOK
40' TCE
15' x 34T ICE:
USE ERN MX -308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
EC
C
yyg
yyg o
o
SF- Cd SF- F-
V
F-
SF- Cd
SF- Cd SF -1
Cd SF -1 Cd SF -1
oC
EC
ECP W
o
�
J
z
SF -
CD QD
N
ALL DISTURBED AREAS UNLESS
OTHERWISE SPECIFIED
WB WB
TSC
WB WB WB
WB
WB
WB WB
308+00
309+00 310+00
311+00 312+00
313+00
314+00
315+00 316+00 317+00 318+00
319+00
320+00
321+00
322+00 323+00
324+00
325+00
326+00 327+00 328+00
MATERIAL SUMMARY
DESCRIPTION QTY
g
840
840#
— --
— — --
1 20' O.D. x 0.375 W.T. API -5L -PSL -2; X65; 2000
820
_
EXISTING GRADE — ---
820
12-14 MILS FBE
—
—.-- ---
__`---
—
2 20" O.D. x 0.375 W.T. API -5L -PSL -2; X65;
12-14 MILS FBE & 40 MILS POWERCRETE
800
— — —
�''
— --
800
3 20' STD 3R 45" WELD SEGMENTABLE ELBOW 7
SP75WPHY65
e
780
/ r
'-- —MSS
—3'-0"MIN. COVER
780
4 20" STD 3R 90" WELD SEGMENTABLE ELBOW
MSSSP75WPHY65
760
�—
STREAMPS24
/�!
PROPOSED 20" PIPELINE
' M
5IN.
COVER
760
O
--
_
b
740
/
740
—
COVER
720
720
—
—
--
—
F MIN. COVER
700
700
—
— —
--
—
—
3
3
3
3 3 3 3
e
e
+ rn Y
MATERIAL
1
2000'
CM1
CM4
CM1
CM4
CONST. METHOD
CLASS / MAOP
CLASS III 11000 PSIG
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S) PNG-C-451-0001051 PNG-CA51-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE
DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-0.451-0001054
f1
NO. DATE REVISION(S) DESCRIPTION BY
CHK APPD DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 15 OF 46 DWG SCALE AS SHOWN
A 07-13-2018 ISSUED FOR
30% SUBMITTAL VT
SF BG AREA CODE
0435
""A s
REGIONAL
ENGINEER
Piedmont
`'DUKE /O��
(�
ALIGNMENT SHEET STA. 308+00 TO 328+00
DWG DATE OW20/2018 SUPERSEDED
B 10-05-2016 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019 ISSUED FOR
90% SUBMITTAL VT
SF BG PROJECT NUMBER
1151527 "'TE
wi s
DRAWING NUMBER
RISION
EV
RECBSTD
ENERGY.
t Natural Gas
LINCOLN COUNTY, NCD
D 03-08-2019 ISSUED FORBID VT SF BG DRAWING BY VT
y FROFESS10'd4LENGARCHSTAMP
STATION ID
WA
-
PRINCIPAL
ENGINEER
COPYRIGHT 2018
Hickory Resource Center, Hickory, NG
CHECKER INITIALS I SF
DISCIPLINE/ RESOURCE CENTER 1 LINE NUMBER

127
CH)
129
133
132
i
OWNERSHIP
a,
THOMAS ROGER KEEVER
LARRY RANDOLPH NOLAN
THOMAS ROGER KEEVER c
KIDVILLE RDt_
KIDVILLE RD NC 16 BYPASS LLC
ROOSEVELT COATS HEIRS do BETTY COATES JONES
q
DB 924 -PG 67
DB 503 -PG 360
DB 924 -PG 65 aS
(SR -1381) A
DB 1163 -PG 777
DB 2685 -PG 330
a
ACREAGE
EASEMENTS
REF. DWG. NO.
w
z p
z zM z
O ¢�¢ ^� � N r N j z
wC/) o in in o ti m z
w C' ,av
a
�((w77QCw7
v o O v O O r
O
a nom. a a OL w U w a m
15'x 885' TCE cAunoN:
128
OVERHEAD
� POWERLINE
PROPOSED 60' PERMANENT EASEMENT
333roo BORE PIT 20'x60'
.00 40' TCE TCE STREAM IS22
335.�p
33s+� 129 PROPOSED 20' PIPELINE 132
WETLAND WL23
337+00 15'x306' TCE
�
33g.Op
� STREAM IS26 30' x 206' TCE
127 343+� 344+Do 15' x 165' TCE >,
345.
��� 348+0D y
40' TCE 346+Do �5
3so+oo
35T.00 s
MLV-1
SEE REF. DWG.
10'
PNG-C451-M11D4 4V TICE
THE PIPELINE INFORM iIONSHCYm TCE 25'x125'TCE
ON THIS DRAWING IS A COMPILATION 40' TCE
OF DATA OBTAINED FROM DRAWING$ BORE IT 20'x60'
FROM VARI(M SOURCES.
POND DOES NOT GWRANrEE TME BORE 06 SR -1381 PROPOSED 60' PERMANENT EASEMENT
ACCURACY OR COMPLETENESS i
THE off~rlom SNDYIR fro TLE PERMANENT
PONSMILFrY
LOCAcauro — ACCESS ROAD 133
LOCATIONS OF Au UTLITES AND
PIPELINES PRIOR TO D(CAVAT)OI FOR MLV-01
CE CE USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
WB WB EC EC
$
V V
+
SF- Cd SF- Cd SF- F- C SF- SF-
;0
z
�C
W
J
z
® TS ©
Cd SF- SF- Cd F- F- F• SF -
QM PS Fa
TB TB
~
TSC TSC
ALL DISTURBED AREAS UNLESS
OTHERWISE SPECIFIED
WB WB WB WB WB WB WB WB WB WB WB WB WB WB WB 9
328+00 329+00 330+00 331+00 332+00 333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+00 341+00 342+00 343+00 344+00 345+00 346+00 347+00 348+00 349+00 350+00 351+00 352+00
MATERIAL SUMMARY
# DESCRIPTION QTY
CIL ROAD
860
1 20' O.D. x 0.375' W.T. API -5L -PSL -2; X65; 2320
12-14 MILS FBE
W
U/G TELEPHONE LINE
840
-- EXISTING GRADE
840
2 20' O.D. x 0.375' W.T. API -5L -PSL -2; X65; 80
_
_ J
12-14 MILS FBE 840 MILS POWERCRETE
o
820
—
—
_— --
820
3 20' STD 3R 45° WELD SEGMENTABLE ELBOW 6
MSS SP75 WPH Y65
BORE PIT 20X60'
3'S' MIN. COVER
J
-
o
800
PROPOSED 20" PIPELINE -
---- 2' MIN. CLR. ��
BORE PIT 20'x60'
��
800
LL
I',
`
4 20' STD 3R 90° WELD SEGMENTABLE ELBOW
MSS SP75 WPH Y65
d
-`
_ - STREAM
M IS22 WETLAND WL23,
5' MIN. COVER
780
-- — — — STREAM IS26 - --
780
3'S' MIN. COVER
— —,—
-
--
5 TEST STATION 1
§
: _
\
3'-6' MIN. COVER �
760
--
—
—
— -
--
760
- - --- -
�
740
-
-
--
740
F
5' MIN. COVER
720
3 3 3 5 3 3 3
O c0 O N
o
MATERIAL
m
1 2 1
1236 80' 1o6r
CM1 CM2 BORE CM1 CM4 CM1
a CONST. METHOD
5 cuss / MAOP
CLASS III 11000 PSIG
£
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S) PNG-C-051-0001051 PNG- 451-0001052
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
PNG-0451-0001053 PNG-0451-0001054
PNG-0451-0001104 PNG-B-051-0001001
NO. DATE REVISION(S) DESCRIPTION BY CHK APPDl DESCRIPTION
APPROVALS
SHEET(S) 16 OF 46 DWG SCALE AS SHOWN
LINE 451 PIPELINE PROJECT
A 07-13-2018 ISSUED FOR 30% SUBMITTAL VT SF BG AREA CODE 0435
REGIONAL
ENGINEER
�' DUKE �A�I piedmont
ALIGNMENT SHEET STA. 328+00 TO 352+00
DWG DATE 06/2012018 SUPERSEDED
B 10-05-2018 ISSUED FOR 60% SUBMITTAL yr SF BG ACCOUNT NUMBER 0107000
C 01-31-2019 ISSUED FOR 90% SUBMITTAL VT SF BG PROJECTNUMBER 1151527
wis
MGR TECH
DRAWING NUMBER REVISION
ENERGY. Natural Gas
(J
D 03-08-2019 ISSUED FOR BID VT SF BG DRAWING BY VT
REC B STD
LINCOLN COUNTY, NC
PNG-C-451-0001015
D
STATION ID NA
A s
PRINCIPAL
CHECKER INITIALS SF
DISCIPLINE I RESOURCE CENTERLINE NUMBER
FRCFESSIQNIN-ENGTARCHSTAMP
ENGINEER
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC

132
133
o
3
OWNERSHIP
+ ROOSEVELT COATS HEIRS GO BETTY COATES JONES
o+KIDVILLE RD NC 16 BYPASS LLC
3
q
DB 4-E-PG 314; DB 17E-PG 456
N3 DB 1163-PG 777
q
u
o:
ACREAGE
a
EASEMENTS
REF, DWG. NO.
z
w
J
N n
g Nf U N N Y
NN
S Z6C D-U (L Ze g
w
J
i
O
�+CIL O vIR
?iR~
AA S
+ A
PERMANENT
ACCESS ROAD 11A
26 x 90'
TCE
g
132 PROPOSED 60'PERMANENT EASEMENT
30'x 206' TCE
15x85'TCE
f
20' x 95 TICE
TCE 15x168'TCE
PROPOSED 20"PIPELINE
370+ 371+00
353+00 354+00
355+00 356+00
369
372+00
373+00
��
iS%315'TCE �
374+00
3T�ip0
31
2D' x 531' TCE 36T+�
+00
TD �,Z.e00
THE
THE PIPELINE INFORMATION SHOWN
ON THIS DRAWING IS A COMPILATION
OF OATA OBTAINED FROM DRAWINGS
361;00
STREAM PS28
FROM VARIOUS SOURCES,
POND DOES NCT GUARANTEE'HE
10'
30' x 260' TCE
ACCURACY CR COMPLETENESS
THE INFORMATION SHOWN. F IS'HE
OF
40' TCE
133
CONTRACTORS RESPONSIBILITY
LOCATE ANGOR CONFIRN'RE
TO
STREAM IS27
LOES OFALL UTILITIES ANO
PIPELINES PRIOR TO E1(CAVATION.
3D' X 200' TCE
USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFERAREAS
WB
EC
C C
S
D1
V
V
0
Cd
SF-1
SF- SF- SF-
Cd SF- F- Cd SF-
z
n
n
z2
w
Cd F- F- Cd SF-
F- Cd F- F- Cd SF-
w
x
o
5
MQ PS
y
TB
TB
ALL DISTURBED AREAS
UNLESS
TSC
TSC
�
OTHERWISE SPECIFIED
WB WB
WB WB
WB WB WB WB WB WB WB WB WB WB WB WB WB WB WB WB WB WB WB WB WB
352+00 353+00 354+DD 355+Dp
356+00 357+00 358+00
359+00 360+00 361+00 362+00 363+00 364+00 365+00 366+00 367+00 368+00 369+00 370+00 371+DO 372+00 373+00 374+00 375+00
376+00
MATERIAL SUMMARY
# DESCRIPTION QTY
g
880
—
880
1 20" O.D. x 0.375W.T. API-5L-PSL-2; X65; 2400
12-14 MILS FBE
-
860
—
EXISTING GRADE
—
860
2 20" O.D. x 0.375' W.T. API-5L-PSL-2; X65;
o
— — _
12-14 MILS FBE & 40 MILS POWERCRETE
640
_-�
'`
—
--��`
840
3 20" STD 3R45" WELD SEGMENTABLE ELBOW 6
MSS SP75 WPH Y65
620
--_— ,-- —
—`
_ ��--
e
\
\
820
4 20' STD 3R 90" WELD SEGMENTABLE ELBOW
o
g
T-6" MIN. COVER ... _.
_
\
STREAMIS27 /
STREAM PS28
��
MSS SP75 WPH Y65
800
---
PROPOSED 20 PIPELINE
BOD
� �`
�
780---
`� —
—
§
760
---
—
�� 11
T-6' MIN.
COVER
-
-
F MIN. COVER
_
760
740
5' MIN. COVER—
740
—
—
-- --
— —
—
3
3
3 3 3 3
MATERIAL
�
o
1
2400'
CM1
CM4 CMi
CM4 CM1
3 CONST. METHOD
CLASS I MAOP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C-051-0001051 PNG-C451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING
MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C 451-0001054
NO. DATE REVISION(S) DESCRIPTION
BYCHK APPD DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 17 OF 46 DWG SCALE AS SHOWN
A 07-13-2018 ISSUED FOR 30% SUBMITTAL
VT SF
BG AREA CODE 0435
s
REGIONAL
ENGINEER
�' DUKE C��' piedmont
ALIGNMENT SHEET STA. 352+00
TO 376+00
DWG DATE 06/2012018 SUPERSEDED
B 10-05-2018 ISSUED FOR 60% SUBMITTAL yr sF BG ACCOUNT NUMBER 0107000
C 01-31-2019 ISSUED FOR 90% SUBMITTAL
VT SF
BG PROJECT NUMBER 1151527 T`
"s
MGR TECH
DRAWING NUMBER REVISION
REC8STD
ENERGY. Natural Gas
(V
D 03-08-2019 ISSUED FORBID
VT SF
BG DRAWING BY vT
LINCOLN COUNTY, NC
PNG-C-451-0001016
D
STATION ID NIA
PRINCIPAL
HROFESSION4LENG'ARCHSTAW
CHECKER INITIALS SF
ENGINEER
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
DISCIPLINE IRESOURCE CENTER ILINE NUMBER

CD
13a
owNERSNIP
KIDVILLE RD NC 16 BYPASS LLC -t
DENROCK COMPANY
o
i
q
DB 1163 -PG 777
DB 800 -PG 110 8 DB 366 -PG 053
o
q
333
ACREAGE
s
EASEMENTS
REF. DWG. N0.
Z
H-
o
Y� ZYZ
W
Z
Z
zYZmd=d
mY
U s
Z
�"
U
Q0 ~
jc
U
O
�
a �
c�3
h
g
o
faro-- m�
o
Lr'+
R4 MFn9 RR
g
TCE
PROPOSED 60'PERMANENT EASEMENT
20
15'x440' TCE
$
PROPOSED 20' PIPELINE 385+00
STREAM PS29
PERMANENT
3ea•00
387+00
ACCESS ROAD 11 B 383+�+�
389+00
3B +0p
390+0p
391+0p
�,+�
38 +00 393+00 394+00
379+ r. r.
395+00 396+00
�
387+pp 398+00
00
F
�
TME PIPELINE INFORMATION SHOWN
ON THIS DRAWING ISACOMPIlATx1N
OF DATA OBTAMEDFROMDRAWINGS
FROMVARgUSSOURCES.
POND DOES NOT GUARANTEE THE'�
l y
-
�
/
V
(,�
,R \�
43i-
ACCURACY CR COWLETENESS OF
N.
hE }JFORMATION SHOWN. RIS THE
'f.." �.
G}�/
.. - ._ �_M `,. �j
.. ^r- .. �✓XF '�i
fes/ f/
�/
�r+, •. ��.++�'` .. -
-
r !
LO TE CT a0 RESWNM THESRIL VTO
LOCATE ANdOR CONF LUI THE
LOCATIONSOFPit EXCAVATION. AND
PIPFlINES PRIOR TO EXCAVATION.
y
USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
WB
WB
EC WB WB
�
V
SF -1
Cd SF-
F- SF- Cd SF- Cd SF-
®TS (ED
SF- SF-
J
w
MQ QD
TB
ALL DISTURBED AREAS UNLESS
TSC
OTHERWISE SPECIFIED
376+00 377+00 378+00 379+00 380+00 381+00 382+00 383+00 384+00 385+00 386+00 387+00 388+00 389+00 390+00 391+00 392+00 393+00 394+00 395+00 396+00 397+00 398+00 399+00 400+00
MATERIAL SUMMARY
# DESCRIPTION QTY
g
860
— -- EXISTING
GRADE
860
—
—
-- --
1 20' O.D. x 0.375W.T. API -5L -PSL -2; X65; 2400
12-14 MILS FBE
840
--
—
_
840
820---
— --- --
_ _ _ _ `\
2 20' 0. D. x 0.375' W.T. API -5L -PSL -2; X65;
12-14 MILS FBE 8 40 MILS POWERCRETE
—_ _
--
`
3 20' STD 3R 45° WELD SEGMENTABLE ELBOW 4
MSS SP75 WPHY65
800
�—
PROPOSED 20" PIPELINE
�
_
e
800
4 20' STD 3R 90° WELD SEGMENTABLE ELBOW
�
780
3'S' MIN. COVER
�
�
_-.
MSS SP75 WPH Y65
_
_
—
780
5
760
STREAM PS29 /
760
—
§
740
`
i
3'S" MIN. COVER
--
740
720
--
SMIN. COVER
—
—
—'---- —
—
720
3
3 3
3
8"
a
$
m
8
MATERIAL
1
2400'
CM1
CM4 CM1
CONST. METHOD
CUSS I MAOP
CLASS III 11000 PSIG
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-0-451-0001051 PNG-0-451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G451-0001054
NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION
APPROVALS
LINE 4 51 PIPELINE PROJECT
SHEET(S) 18 OF 46 DWG SCALE AS SHOWN
A 07-13-2018
ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE 0435 TE
" s
REGIONAL
ENGINEER
�'� Piedmont
ALIGNMENT SHEET STA. 376+00 TO 400+00
DWG DATE 06/2012018 SUPERSEDED _
B 10-05-2018 ISSUED FOR SUB MITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019
90%
ISSUED FOR 90% SUBMITTAL
VT SF BG PROJECT NUMBER 1151527 `�
"`s
MGR TECH
DRAWING NUMBER
ENERGY. Natural Gas
D 03-08-2019 ISSUED FOR BID
VT SF BG DRAWING BY VT
RECBSTD
LINCOLN COUNTY, NC
�RENISION
PNG-C-451-0001017
D
STATION ID N/A
w s
PRINCIPAL
FflCIFE55IONk1ENJ AROISTAMP
ENGINEER
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS I SF
DISCIPLINE/RESOURCE CENTER/LINE NUMBER

OWNERSHIP
13a
a
DENROCK COMPANY
q
DB 800-PG 110 & DB 366-PG 053
q
E2
ACREAGE
a
EASEMENTS
REF. DWG. NO.
S.z
h
U o
V
S
N
V U
m
a
v
a
v
v
$
n
7:t
o
v v
v
e
a
134
TCE
PERMANENT
ACCESS ROAD 12A
25'x 375' TCE
PROPOSED 60' PERMANENT EASEMENT
PROPOSED 20"PIPELINE
a1�+00
20'
41 0o
4 , EX ROAD
a19+oo
40
414+
afg+�
15'%130'TCE
+
413+
4y0�
406+00
407r00 409+90 409+00 410+00
411+00 41Z+00
4z/+�
402+00 403+00
404+00
405+00
4+00
00 401+00
423+W
A4
}
THE PIPELME INFORMAnON SHOWN
ON THIS DRAWING 6 A COMPIUTgN
OF DATA OBTAINED FROM DRAWINGS
FROM VARIOUS SOURCES.
POND DOES NOT GUARANTEE TTE
40' TCE
AOC U CY CROMPIETEKE550F
TME INFORMATION SHOWN. RIS TIE
CONTRACTORI RESPONSIBLRY TO
40' x 220' TCE
NFI
LOCATE SOF ALL urn THE
PFEU ES I ALL uruTEs AND
PIPELINES PRIOR TO E%CAVA710N
WB WB
WB
W8
WB WB
WB WB o
Q
x
o
a
d
d
Z
Z
C
® TS ©
H-
SF-1
Cd
SF-1
F
uu„S
OM PS
ALL DISTURBED AREAS UNLESS
WB
OTHERWISE SPECIFIED
400+00 401+00 402+00 403+00
404+00
405+00 406+00
407+00 408+00 409+00 410+00
411+00 412+00 413+00 414+00 415+00
416+00 417+00 418+00 419+00 420+00 421+00 422+00 423+00 424+00
MATERIAL SUMMARY
900
# DESCRIPTION QTY
g
—
—
---
---
—
--
900
1 20" O.D. x 0.375 W.T. API-6L-PSL-2; X65; 2400
12-14 MILS FBE
880
—
—
--
—
--
—
880
2 20' O.D. x 0.375' W.T. APISL-PSL-2; X65;
i
12-14 MILS FBE & 40 MILS POWERCRETE
860
EXISTING GRADE
860
3 20' STD 3R45* WELD SEGMENTABLE ELBOW 5
SP75 WPH Y65
---MSS
840
---
---�
—
—�—
---- —
840
�
4 SEGMENTABLEELBOW
20'STD3R90°WELD
_
—
��—
---__---
--_—_
MSS SP75 WPH Y65
8
- - �— ---- ---- ----- —�'_
--=
3'-6"MIN. COVER
i
820
—
��
I
_-- _—
820
—
PROPOSED 20" PIPELINE
800--
800
—
—
--
-- —
780
760
T-6' MIN. COVER
-------780
b
—
—
—
-------760
3
3
3
3
3
S
v
v
v
v
MATERIAL
S
1
2400'
CM1
4 CONST. METHOD
4 CLASS MAOP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C-451-0001051
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 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 CHI(
APPD DESCRIPTION
APPROVALS
SHEET(S) 19 OF 46 1 DWG SCALE AS SHOWN
LINE 451 PIPELINE PROJECT
A
07-13-2018 ISSUED FOR 30% SUBMITTAL
V-T SF
BG AREA CODE 0435
RMIs
REGIONAL
ENGINEER
�' E
Piedmont
ALIGNMENT SHEET STA. 400+00 TO 424+00
DWG DATE 06120/2016 SUPERSEDED
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C
01-31-2019 ISSUED FOR 90% SUBMITTAL
VT SF
BG PROJECT NUMBER 1151527
"R s
MGR TECH
DRAWING NUMBER
REVISION
REG &STD
ENERGY.
Natural Gas
D o3-os-zols ISSUED FOR BID
VT SF
BG DRAWING BY VT
LINCOLN COUNTY, NCPNG-C-451-0001018
D
STATION ID WA
�s
PRINCIPAL
ENGINEER
PROTSSID'�Y1LEA�ARCIi5TAW
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS SF
DISCIPLINE /RESOURCE CENTER I LINE NUMBER

3
OWNERSHIP
CD
Y DENROCK COMPANY
135
DENROCK COMPANY `�
Cif
JOHNNY LAWRENCE ROLLINS 8 MAXI ROLLINS
y
< D8 800 -PG 110 8 DS 366 -PG 053
DB 367 -PG 444
vS
DB 514 -PG 23
a
ACREAGE
a
EASEMENTS
REF. DWG. NO.
p
W
i
_
a ZgmY�a ZQmY o
=
<
0
a
a
a fA H- m fn H- a
4
tpp
� m ao � v� tpp
f
o
+ _+ +
16x130'TCE
PERMANENT
°ZstgD 134
ACCESS ROAD 128
137 20' x 188' TCE
� 'S
4zeep
30'x50' TCE
°° Z
aD
STREAM PS30
o0
�
478th
Apfl*�
i, Y 40' x 220 TCE
a =� i rr
4
43jt
PROPOSED 60' PERMANENT EASEMENT
%//� �
,1u,
1t. r
� �-�\ � r��' `fie `
�
20, �,a'�
� �
'W v� �'',�xd�' r a `� � ,
43zt�
40' 443•
Lei/ � �>'��
433tDD 135
20'x 55TTGE
/
00
PROPOSED 20 PIPELIN[
f t 7 %t !•, i't 1 � �f !� � �.�.\
� t�
"{j�\�j�
438th 437* 1D'
� `� t� / � /��
_
TRE PiF1NE MIFORIM1gN SHOWNw '✓• Y._ ^'�� d � �
ON THIS D B A COMIUxMI - . ♦' s� alt
OF DATA OBTA&*TANEDFROM DPMWITNGS '� '
'_ f�\A
\-t
..�.i ',� ��:
i ..�y[; !
�y -. //// / • -.1 6
_.. ,( /// V'� �
-
-� �•+F ,l �%%�y�// /
.-<*�,- `f Wit• ti. -�`i
' . h i. + ice ' }� ,
POND VDOESMgNOT GUARANTACCURACY EE + � ,�' �p•
5'.� `'��
! \ V Y •^•
4 'jl\;.
.. � I�/
°� 9 r ./���/����% /
/�� /`
ORRCO ESS OF ..1 .I •i Ya\� -�Yr`
�T,
THE KORWW1
1TKA 0VM IT B THE % , , •'�. /.. ��'- \
•�
-.,�,� r i
~Y' 1_
i // f //
yyqq � /�%///� /
/ -
CONrRAcroRsREBPONSBl1TYrb //
40'TCE
LOCATE ANDIOR CONFIRM T E
LOCATIONS OF ALL Vfl1TE3 AND
PIPELINES PRIOR TO FXCAVATgN.
TCE
/-
USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFERS
Q
WB
C C
WB
S
v
WB V
SF- Cd SF-
Cd
F- SF- SF- Cd SF-
Cd SF-
N
m
Z
w
w
z
®TS ©
SF -SF-
F- Cd
SF-
w
z
o
s
® PS
TB
ALL DISTURBED AREAS UNLESS
TSC
OTHERWISE SPECIFIED
WB
WB ® WB WB WB WB WB WB WB WB WB
WB WB
424+00 425+00 426+00 427+00 428+00 429+00
430+00 431+00 432+00
433+00 434+00
435+00
436+00 437+00 438+00 439+00 440+00 441+00 442+00 443+00 444+00 445+00 446+00 447+00 448+00
MATERIAL SUMMARY
R DESCRIPTION QTY
g
900—
900
1 20' O.D. x 0.375' W.T. API -5L -PSL -2; X65; 2400
'
12-14 MILS FBE
880
— _
—
-----
--
880
a
_
2 20" O.D. x 0.375 W.T. API -5L -PSL -2; X65;
EXISTING GRADE
12-14 MILS FEE 840 MILSPOWERCRETE
860
860
—
..
3 20' STD 3R 45° WELD SEGMENTABLE ELBOW 5
MSSSP75WPHY65
840
840
3'�.MIN
PIP
PROPOSEDPIPELINE
_
4 20' STD 3R 90° WELD SEGMENTABLE ELBOW
LL
MISSSP75WPHY65
°
8
'I
820
--
3'-0"MIN. COVER —
820
—
STREAM PS30
800
r
B00
—
—
—
--
780
780
760
760
—
4 }5' MIN. COVER
_
3 3 3
n m
f3l
f
MATERIAL
o
T
1
2400'
CONST. METHOD
CM1
CM4
CM1
CUSS I MAOP
CLASS III 11000 PSIG
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C-451-0001051
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED
IN ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
oEscwan
NO. DATE DESCRIPTION
Po�
coN0435
APPROVALS
451 PIPELINE PROJECT
SHEET(S) 20 OF 46 DWG SCALE AS SHOW N
A 07-13-2018 ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE
,E
"`s
REGLINE
ENGINEER
C4'� N
ALIGNMENT SHEET STA. 424+00 TO 448+00
DWG DATE 0620/2016 SUPERSEDED _
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019 ISSUED FOR 90% SUBMITTAL
VT SF BG PROJECT NUMBER
1151527 °* T
"`s
MGR TECH
DRAWING NUMBER REVISION
��ENG Y. tudfa°Gas
D 03-08-2019 ISSUED FORBID
VT SF BG DRAWING BY
VT
RECBSTD
LINCOLN COUNTY, NC
PNG-C-451-0001019
D
STATION ID
NIA `
A s
PRINCIPAL
ENGINEER
PRO4&WMENGgAFCHSTAMIC
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS I SF
DISCIPLINE I RESOURCE CENTER I LINE NUMBER

CK)
138 139
140 269 - 271
i
oANERswP
_- FORNEY HILL ROAD
aD JOHNNY LAWRENCE ROLUNS 8 MAXI ROLLINS RONALD S ROGERS & VICKIE E ROGERS * MICHAEL D SOMERS
—
+ ROBERT D. MUSE * KEITH C. AND CHERYL B. NIELSON ROBERT D. MUSE + HWY 16
'a
;
q
DB 514 -PG 23
(SR -1373)
v a DB 78B -PG 285 a DB 761 -PG 782
!Z;
DB 2458 -PG 122 DB 770 -PG OBt DB 834 -PG 302 v
q
a
ACREAGE
EASEMENTS
REF. DWG. NO.
H
lY
cc
J
U W p J W W r W
2 2M Z
FL
F
w
W H W W LU W H m W
Z
Z r
Q=�
�"'.�K WWF
j O W
iv
d F- y
Z
�O Z
p p g 2
H
=
F o
mFW^O CO w p 0 w
LL a 3a (w7 (w(��
w o w O w O w
$ 0 O
( w� a_ Cw7
a
w 5
ap w d w L=D C_ O m a
,�1 ��1
O_ O_ OL u~i vp~i iil w CL w iil a `0 a
o
o
�w
d
N N ## #+# #} O- V N G
T + +
- m N i� r y m m N N N
Y H. + ^+ + H.
ji
T Iv
PERMANENT ACCESS ROAD 13 138
137 STREAM1 32 ` PERMANENT
STREAM IS82
ACCESS ROAD 14A 139
140 f
g
STREAM P!!31
I�
.._. f r S WETLAND WBt
20'x561'TCE
J/.
PROPOSED 20' PIPELINE
NY x 534' TCE
2(y BORE PR 20'x60
—
269
TCE
59+00 460+00 461+00 46 +00 463+00
464+00 465+00 466+00 467+00
453+
454+00 455+00 456+00 457+00 458+
� �
451+00
271
� �
449+00
10'
Go
10' a cAtnIGN: BORE 07 SR -1373 STREAM IS82
o OVERHEAD
�
PowERLINE 40' TCE
� BORE 08 NC i6
THE PPELWE INFORMATION SHOWN
ON 7X15 M+AWNG ISA COMPILATION
PROPOSED 60' PERMANENT EASEMENT �'—
BORE PIT 20'x15' �.
/ 16
..� I <
OF DATA ORTAMEDFRpA DRAWINGS'
FROM VARIOUS SOURCES.
... r. .._.a, :. .... --- ✓
�� - _ ___ __ .": �.�..��.-. Z Jam.. -. ,. .
WY,16
POND DOES NOT GUARANTEE THE •
ACCURACY OR COWkETENESS OF
_�_ �. / /-
_ ��— 1.—.— `. :�.G—�—a
J ❑ .�-+
•-- g
TME INFORMATION SHOWN. R IS THEJJ!�
CONTRACTOR'S RESPONSIRLITY TO
LOCATEANPORCONFIRM THE
_.
/
,-_....: -..` •.. _ -
:..-._
��� V
I _ _ _�-_��._ -
"_..- -- HWY 16
-'� CH 410+
.. LINE,. ()D .-.
LOCATIONS OF ALL UTILITIES AND
W&
_--_ I ! „/
V�l1AT
PPELWES PRIOR TO EXCAVATIO N.
�.` •: __� �-/ ��'
USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS CE CE USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS CE CE
WB
C EC
C EC WB
S
VQ CRS
V Q Cd 8
SF- Cd SF- Cd
SF- SF- F- Cd
F- SF- Cd SF-
N
EC
Z
&
z
MQ PS
�
TB ®
TB
ALL DISTURBED AREAS UNLESS y
WB TSC WB
TSC WB
OTHERWISE SPECIFIED
VYB WB WB
WB WB WB WB WB WB WB WB WB WB
WB WB WB WB
448+00
449+00 450+00 451+00 452+00 453+00
454+00 455+00
456+00 457+00 458+00 459+00 460+00 461+00 462+00 463+00
464+00 465+00 466+00 467+00 468+00 469+00
470+00
MATERIAL SUMMARY
# DESCRIPTION QTY
8
900
900
--
--
1 20' O.D. x 0.375W.T. API -5L -PSL -2; X65; 1909
12-14 MILS FBE
CIL ROAD
_
88U
-- —
—
2 20' O.D. x 0.375' W.T. API -5L -PSL -2; X65; 291
__
UIG FIBER OPTIC
12-14 MILS FBE 6 40 MILS POWERCREfE
860
�— -- EXISTING GRADE
860
STREAM PS31
3 20' STD 31145' WELD SEGMENTABLE ELBOW 15
MSS SP75 WPHY65
_
_ _-- J� � _,__
_`
a
40
840
BORE STREAM
IS82
4 20'STD3R90'WELDSEGMENTABLEELBOW 1
MSS SP75 WPHY65
:20
5' MIN. COVER I
820
3'S' MIN. COVER ��
—
5 TEST STATION 1
_ J
I I I `�
BORE PIT 20'x15'
..
PELINE __
PROPOSE `
-
_
800
2' MIN. CLR. —
\
— �--_
800
780
780
—
5' MIN.
COVER
F MIN. COVER
5' MIN.
COVER
760
160
_
_
BORE PIT 20'x60'
3 3 3 3 3
3 3 3 5
3 3
4
m Y
+ 8
TTT ff
S
o
v v v a <
a a ev v
m
v v <
uTLtwL
2 1
2
1
926'
100' 983' 191'
CM1
CM4 CMi
BORE CM2 CM1
CM4 CM1 BORE
d CONST. METHOD
CLASS 1 MAOP
CLASS III 11000 PSIG
s
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C-051-0001051 PNG-CA51-0001052
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C-051-0001053 PNG-CA51-0001054
PNG-6-051-0001002
NO. DATE REVISION(S) DESCRIPTION
BY CHK APPD DESCRIPTION
APPROVALS
SHEET(S) 21 OF 46 DWG SCALE AS SHOWN
451 PIPELINE PROJECT
A 07-13-2018 ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE 0435
s
REGIONALLINE
ENGINEER
/ DLAM
GrC�ERGY.
Piedmont
ALIGNMENT SHEET STA. 448+00 TO 470+00
DWG DATE 06/20/2018 SUPERSEDED
B 10-05-2018 ISSUED FOR 60%SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019 ISSUED FOR 90q SUBMITTAL
VT SF BG PROJECT NUMBER 1151527
"mAs
MGR TECH
DRAWING NUMBER
REVISION
REC85TD
Natur aGaS
LINCOLN COUNTY, NC
PNG-C-451-0001020
D
D D3D6-2D,9 ISSUED FOR BID VT SF BG DRAWING BY ur ��
STATION ID WA
m
PRINCIPAL
CHECKER INIAL
ITS SF
DISCIPLINE I RESOURCE CENTER I LINE NUMBER
PROTSSIQN4LBJGFAR01STAW
ENGINEER
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC

145
146CT)148
OWNERSHIP
HWY 16
ANDREW SMITH POWELL
ANDREW SMITH POWELL oaO*, POWELL ANDREW SMITH SARA CRONLAND GORE & STANLEY A. CRONLAND +
i
q
DB 2491-PG 731
DB 2491-PG 731 a DB 2584-PG 420 v DB 1633-PG 180
q
c'3
a
ACREAGE
a
EASEMENTS
REF. DWG. N0.
o� zi
8
i ¢
Z
Y
Z
O
z CoYddY
>i
~ Y22 YFY C- YE2�Y oo
a
U
a Soap 8
a i3 v
O O
a � rn �
u>
O O CM,
a a � v � o_ a
o_ a
O
m N++ ++
7
m
O
Y
A
[*�
+ S i m^
77
T - h9ATCH LINE
HWY 16
i
STREAM IS36
7�� ` �—
STREAM
PS34 PROPOSED 20' PIPELINE
PROPOSED 60 PERMANENT EASEMENT
S
40
_
=
STALL CULVERTS
=
..
IVAT 46-FT LONG BURY BORE PIT 20'x60
) (
476+00 477x00 478+00 479+00 480+00 481+00 48 +W
483+00 484+00 485+00 DO
CULVERTS 20% OVER INVERT). 473*00 474+00
CULVERTS
475+00
487+00 qgg+� 489+00 ggpt00
INSTALL 16-FT WIDE DRIVE OVER 00
_
4st+oo
- 482roo
CULVERTS WITH MIN 2-FT OF
4e3+oo
4
COVER OVER CULVERT WITH 3:1
SIDE SLOPES.
,tr
WPEREN ETLAND WL35
;
ACCESS ROAD 146 25' x 289' TCE 1 ��
TEMPORARY �".""
25'x108'TCE
THIS PrUM NfORMATION SHOWNWETLANDWL35
146 ACCESS ROAD IS
�
CE ��
� r �� %' 25x544'TCE
,\\ TCE �``
ON THIS DRAWING IS A COMPILATION TCE
OF DATA OBTAINED FROM DRAWINGS
\ �r +>
FROMAFOUS SOURCES.
PONDDOES GUARANTEE THE
145
\ ~ \\" �-
�- \ "'
ACCURACY OR COMPLETENESS OF
ACCURACY OTHE R
SS THE
STREAM PS79 STRFAMIS80
...�•�.. -': \'�('WW`k�+ .•�
\ - - _
� �i \�:_" -�, i ?�, ^+:a 'T+.. ., .: •.�
CONTRACTORS RESPONSBxRY TO STREAMIS109
-. - .. ,'��: -:.1h
LOCATE ANDOR CONFPN TME
LOCATIONS OF ALL URRES AND
PPELINES PRIOR TO EXCAVATION
USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
EC
WB EC C
V
V
SF- Cd SF- F- SF-
SF- SF- F-
SF- Cd
o
w
w
J
o
�
® <2S)© SF- Cd SF- Cd F-
F-
SF- SF-
TB
ACCESSMTB TEMPORARY STREAM
ALL DISTURBED AREAS UNLESS SFWB WB WB TSC
CROSSING WILL REQUIRE EROSION TSC
OTHERWISE SPECIFIED Cd CE ® WB
yyg CONTROL MEASURES SF- TSC CE CRS WB
WB WB WB WB WB
470+00 471+00 472+00 473+00 474+00 475+00 476+00 477+00 478+00 479+00 480+00 481+00 482+00 483+00 484+00 485+00 486+00 487+00 488+00 489+00 490+00 491+00 492+00 493+00 494+00
MATERIAL SUMMARY
900
# DESCRIPTION QTY
g
900
1 20" O.D. x 0.375W.T. API-5L-PSL-2; X65; 2231
12-14 MILS FBE
_
880
--
--
880
2 20' O.D. x 0.375 W.T. API-51--PSL-2; X65; 169
12-14 MILS FBE & 40 MILS POWERCRETE
860
860
3 20' STD 3R45* WELD SEGMENTABLE ELBOW 7
MSSSP75WPHY65
J
—
840
_ _____
_ ---
EXISTING GRADE
�0
LL
5' MIN. COVER
4 20' STD 3R 90' WELD SEGMENTABLE ELBOW 1
MSS SP75 WPH Y65
$
_
_
___^
i r -
J ^
g
820
820
` -- —
—
3' 6' MIN.
COVER
J \`
^
800
STREAM IS36 _
^--^
800
STREAM PS34
BORE PIT 20' x60' \�
^
��
780
— 3'S' MIN. COV ER
-- PROPOSED 20"PIPELINE
780
^--_—
�--- 5'MIN.COVER-
--
�
760
-- -- -- --
4 3 3
3 3 3 3
3
MATERIAL
169
2231'
BORE CMI CM4
CM1 CM4
CM1
a CONST. METHOD
CUSS) MAOP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-CA51-0001051 PNG-C-051-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C451-0001054
NO. DATE REVISION(S) DESCRIPTION
BY CHK JAPPDJ DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 22 OF 46 1 DWG SCALE AS SHOWN
A 07-13-2018 ISSUED FOR 30% SUBMITTAL
VT SF BG JAREA CODE 0435
s
REGIONAL
ENGINEER
�' 1�I Piedmont
ALIGNMENT SHEET STA. 470+00 TO 494+00
DWG DATE 06/20/2018 SUPERSEDED
B ,D-31-2019- ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019 ISSUED FOR 90% SUBMITTAL
VT SF BG PROJECT NUMBER 1151527
MGR TECH
DRAWING NUMBER
REVISION
RECBSTD
EivERGY. Natural Gas
LINCOLN COUNTY, NC
PNG—C-451-0001021
D
D 03-09--2019 ISSUED FOR BID ur SF BG DRAWING BY VT
STATION ID WA ��
Rs
PRINCIPAL
ENGINEER
4 PRCffS30WBGARgiSTAW
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
ICHECKER INITIALS I SF
FDISCIPLINE I RESOURCE CENTER I LINE NUMBER

CH) 149
150
OWNERSHIP
SARA CRONLAND GORE 8 STANLEY A. CRONLAND + SARA CRONLAND GORE 8 STANLEY A. CRONLAND
LEE B KILLIAN 8 ERNESTINE K KILLIAN
i
DS 1633-PG 180 DB 1633-PG 180
DB 92E-PG 225
q
c3
3333
ACREAGE
a
EASEMENTS
REF. DWG. NO.
w
z
?
i
w
w
w
N
¢
¢
"
¢
wr
a rn rn
a Fn w
a
�
g
+ g
o
m
�*
STREAM PS40
'7AT
711
�
--• i � %�'`r `Y � � � �--
PROPOSED
20" PIPELINE
44)
l
STREAM PS39
5o5rp0 So
��
_.,
H4
PROPOSED 60 PERMANENT EASEMENT
�3�•�
i f f % 1 1�
148
a9T,oD 1(r
s''•aT y
49ba00
ryY V Y
1D'
150 40'TCE
Z �µ
THE PIPELINE INFORMATION SHOWN
ON THIS DRAW ING IS A COMPIUInON
149 25' x 199' TCE
OF DATA OBTAINED FROM DRAWINGS
WETLAND WL37
FROM VARIOUS SOURCES.
POND Does NOT GUARANTEE THETEMPORARY
STREAM IS38
ACCURACY OR COMPLETENESS OF
TME INFORMATION S! N. F IS THE
ACCESS ROAD 15A
CONTRACTOR'S RESPDNSIB R TO
LOCATE ANOOR CONFIRM THE
LOCATIONS OF ALL UnUTIES AND
PIPELINES PRIOR TO MCAVAnON.
25'x 544' TCE
USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
C C
C
S
V
V
SF- Cd F- F-
F- Cd
SF-
K
_
W
J
V
W
J
O
K
w
® TS ®
SF- Cd I F-
SF- Cd
Cd
SF-
cxi
0 PS
TB TB
TB
ALL DISTURBED AREAS UNLESS
Wg FsEl
FTSC
OTHERWISE SPECIFIED
WB WB WB WB WB WB ® WB SF-
WB WB
WB
494+00
495+00 496+00 497+00 498+00 499+00 500+00 501+00 502+00 503+DO
504+00
505+00 506+00 507+00 508+00 509+00
510+00 511+00 512+00
MATERIAL SUMMARY
# DESCRIPTION QTY
8
900
900
— — — —
—
1 20' O.D. x 0.375' W.T. API-5L-PSL-2; X65; 1800
12-14 MILS FBE
-
2 20' O.D. x 0.375 W.T. AP"L-PSL-2; X65;
880
— — -- -- --
__ _
880
L
_ _
—
12-14 MILS FBE 840 MILS POWERCRETE
860
_ «— —
-- STREAM PS39
—EXISTING GRADE
- _ --�
860
3 20' STD 3R45* WELD SEGMENTABLE ELBOW 8
MSS SP75 WPH Y65
�'
\� STREAM PS40
T-6" MIN. COVER
840
3'-6' MIN. COVER �
_
��
—
840o
4 20' STD 3R 90°WELD SEGMENTABLE ELBOW
MSS SP75 WPHY65
820
�
PROPOSED 20"PIPELINE
820
o
_ � i N. COVER �\ �
800
800
—
—
MIN. COVER
—
eS
780
5' MIN. COVER --
—5' MIN. COVER 3' 6' MIN.
COVER
780
—
760
760
—
— --
--
3
3 3 3 3
3 3
3
S
m
g
MATERIAL
1
1800'
CM1 CM4 CM1 CM4 CM1 CM4
CMI
CONST. METHOD
CUSS I MAOP
CLASS III 11000 PSIG
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-G451-0001051 PNG-C-451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G451-0001054
NO. DATE
REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 23 OF 46 1 DWG SCALE AS SHOWN
A 07-13-2018
ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE 10435 °A S
s
REGIONAL
ENGINEER
DWG DATE 0612012018 SUPERSEDED _
(40)E� C�I Netral Gas
ALIGNMENT SHEET STA. 494+00 TO 512+00
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 10107000
c o1-31-2019
ISSUED FOR 90% SUBMITTAL
VT SF BG PROJECT NUMBER 1151527 E
�s
MGR TECH
DRAWING NUMBER
REVISION
RECSSTD
y
LINCOLN COUNTY, NC
PING-C-451-0001022
D
D 03-08-2019 ISSUEDFORBID VT sF BG DRAWING BY VT
STATION ID NIA °A
" " S
PRINCIPAL
RRQCESSCAI4LENG'ARCHSTA4P
ENGINEER
COPYRIGHT 2018
Hickory Resource Center, Hickory, NG
CHECKER INITIALS SF
DISCIPLINE I RESOURCE CENTER I LINE NUMBER

150 v 151 152
153
154 0 155 158
i
OWNERSHIP
LEE B KILLUW 8 ERNESTINE K KILUAN MUNDY ROAD SUSAN C HARRISON KENNETH C HARRISON + BETTY COKER CARPENTER +
N
PHYLUS B MUNDYN
THOMAS SHANNON MILLER 8 DEBORAH G MILLER THOMAS SHANNON MILLER 6 DEBORAH G MILLER + THOMAS SHANNON MILLER 8 DEBORAH
G MILLER
q
oaD+,
DB 92E -PG 225 G, (SR -1349) DB 853 -PG 352 DB 926 -PG 680 u
DB 703 -PG 595
DB 1611 -PG 899 DB 1611 -PG 899 DB 1611 -PG 899
q
a
ACREAGE
a
EASEMENTS
REF. DWG. NO.
F-
K
w
zm
J
K N N Z p�Z Z�i J Z
Jp111:pJU
v
UJI w LAI IT:
Z JJ pQ 2 Z
Z
J - Yd d YZZ O�iF- d(OIX,o
�p YddY p
Z
Z
= o m W O zOw old w
mC, LL~�v o
a
wg w W w co
o Og
2
F
N
v d d0IN
OF- OD_0 00_��O-
d H d
I'm
ZXS¢.
Om
zd do
�-WOE- OK d
d to d d
F-fA to d W Wd »md
pO O NN 8 ♦E i4 3 29 2 �4�p�p i}
N a mm m a, S, I X1 3;
T; KI
m
d dd WHF/JNH w
� N? p
+N NN�I+7N �F7
ip
N N
H v` -i h G N N n
pNN
W m m
`}�'
vi 'vi
PERMANENT
_=
OPEN WATER OW41 ACCESS ROAD 16
STREAM PS42 STREAM IS43 r�
TCE �J 151
STREAM PS44 155
$
Y'
BORE PIT ZO'x60'
30'x50' TCE
513+00 51 +� TCE PROPOSED 20" PIPELINE
153 5
6j6+
61 20 x 409' TCE
PROPOSED SUPERMAN EASEMENT
152 40'
51
20'
40 531+00 532+DO
00
S20528+OD
529*00
y ♦
a
\ 521+00 522+00 - 523+00 524+00 5+00
25'x 100' TCE R .
10
n
1
154
-
150 50'x 110' TCE 10-'
�� STREAM IS45 19
THE PIPELwE INFORMATION SHOWN
ON THIS
WETLAND 112 '. - =� -_
-
2S
INSTALL 424N CULVERTS
DR TAINS Is A CM DRAWING
OF DATA OBTAMED FROM DRAWINGS
��
S -
U ON: (CLASS IV) AT 55 -FT LONG
,.•
FROMYARMSSOURCES
POND DOES THE
�
/ �. �,
- i
STA 527+02 BK = STA 527+21 AHD BURY CULVERTS 20% OVER
NOT GUARANTEE
ACCURACY OR COMPLETENESS OF
_ BORE 09 SR -1349 40' TCE
BORE PIT 15'x30'
INVERT). INSTALL 16 -FT WIDE PERMANENT
DIFF: -19.12' )
THE esORMATION SHowN. IT IS IE
coNmAcroRs ResPoeslsam ro
i' i ' - - -
527+21 AHD PI <03°48'23' LT. DRIVE OVER CULVERTS WITH ACCESS ROAD 17
LOCATE ANDOR CONFIRM THE
TEMPORARY
PS44
MIN 2 FT OF COVER OVER
,LOCATIONs OF ALL.nr-IES AND
PIPELINES PRIOR TO EXCAVATION.
i ACCESS ROAD 15ASTREAM
CE CE
CULVERT WITH 3:1 SIDE SLOPES. TCE
USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
EC ECP
C C
WB V
O
V V
S
SF- SF- SF-
SF- F-zR
r
z
USE ERNMX-308 NORTH CAROLINA PIEDMONT
z
FACW MIX OR EQUIVALENT IN W ND AND V GET D BU FER R
O p$
TB
TB TB
ALL DISTURBED AREAS UNLESS
yyg TSC
TSC TSC yyg
OTHERWISE SPECIFIED
WB ® WB ® WB WB
WB WB WB
512+00 513+00 514+00 515+00 516+00 517+00 518+00 519+00 520+00 521+00 522+00 523+00 524+00 525+00 526+00 527+00
528+00 529+00 530+00 531+00 532+00 533+00 534+00 535+00 536+00
MATERIAL SUMMARY
DESCRIPTION QTY
g
900
—
—
—
900#
1 20' O.D, x 0.375' W.T. API5L-PSL-2; X65; 2281
12-14 MILS FBE
W
880
—
—
—
—
-
B80
2 20' O.D. x 0.375' W.T. API -5L -PSL -2; X65; 100
12-14 MILS FBE 8 40 MILS POWERCRETE
860
—
—
—
--
860
3 20' STD 3R 45° WELD SEGMENTABLE ELBOW 3
- _
MSS SP75 WPH Y65
840
—
--
—
—
—
840
w
4 20' STD 3R 90° WELD SEGMENTABLE ELBOW
MSS SP75 WPH Y65
--
g
°
820
_ STREAM P12 _
-- UIG FORCEMAN —
—
—
EXISTING GRADE
820
— — _ —_
_
— --
800
T-6" MIN. COVER ���_
77!----
UIG TELEPHONE LINE
STREAM PS —
800
-t-'(
-----
780
780
- J
F MIN. COVER PROPOSED
20"PIPELINE
MIN. COVER
T-6'
760
BORE PIT 15'x30' ' 5' MIN. COVER BORE PIT 20'x60'
760
_ 2' MIN. CLR
3 3
8
EQUATION:
3
+v Y Y
DIFF. -19.12'
S
S
MATERIAL
1 2
1
697' 100'
CONST. METHOD
CM1 CM4 BORE
CMi
CM4 CMi
CLASS 1 MAOP
CLASS III 11000 PSIG
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S) PNG-6451-0001051 PNG-C451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
PNG-0-451-0001054 PNG-8451-0001023
NO.
DATE
REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION
APPROVALS
SHEET(S) 24 OF 46 1 DWG SCALE AS SHOWN
LINE 451 PIPELINE PROJECT
A 07-13-2018
ISSUED FOR 30% SUBMITTAL VT SF BG AREA CODE 0435 E
"""
REGIONAL
ENGINEER
�7 DUKE
Piedmont
���I
ALIGNMENT SHEET STA. 512+00 TO 536+00
DWG DATE 06120/2016 SUPERSEDED _
000
B 10-05-201B ISSUED FOR 60% SUBMITTAL VT SIF BG ACCOUNT NUMBERL151527
C 01-31-2019
ISSUED FOR 90% SUBMITTAL vT sF BG PROJECT NUMBER a�
�s
MGR TECH
DRAWINGNUMBER
REVISION
RECBSTD
ENERGY.
Natural Gas
LINCOLN COUNTY, NC
PNG-C-451-0001023
D
D 03-08-2019 ISSUED FORBID VT SF BG DRAWING BY
STATION ID WA �
PRINCIPAL
RRDFESSIQwEWARCHSTAW
ENGINEER
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS I SF
DISCIPLINE I RESOURCE CENTER I LINE NUMBER

GE) I
157
158 159 160 rn
161 a 160
3
OWNERSHIP
THOMAS SHANNON MILLER & DEBORAH G MILLER +
THOMAS R CHEEK JANET M CHEEK
GARY DELLINGER & VIRGINIA C DELLINGER N FRANKLIN & ELIZABETH BRIDGES `+ THE COVE CHURCH INC +
MICHAEL S. BUFF & TIFFANY L. BUFF o"+ THE COVE CHURCH INC o
DB 1611 -PG 699
DB 2324 -PG 841
DB 2740 -PG 526 DB 810 -PG 419 DB 2552 -PG 405
DB 2360 -PG 162 DB 2552 -PG 405
8;
q
t
c3
ACREAGE
EASEMENTS
REF. DWG. N0,
S p
z
ZZ
OO
a
v
a a
v v w
a
w v v w
yr
i+
2
i$ c�•� a
S
y
�Q
r � 1
TCE
yY ra• �4
7AT
J
157 / // '+d�
sow PROPOSED 20' PIPELINE
10 x 231' TCE STREAM PS46
/
10' x 237 TCE
10'x225 TCE
PROPOSED BY PERMANENT
I f
EASEMENT iAl'
2 U' l
sq&
Po
I
�n7�
.w - .
.. �
rg2+00
Op 554+00 555+00
5°x00 541+ ..
15x369' TCE �2,� 5ss+oo
7
Ssq,�
K-
Z
N
J
i
TME PIPELINE INFORIMTION SHOWN
40' TCE
-1v�
159
/
ON THISRAW
DING IS A COMPILATION
FROM
OF DATA OBTAINED DRAWINGS
FROMVARIOUS SOURCES.
FOND DOES NOT GUARANTEE THE
ACCURACY OR OF
156
•,•
C
y
/
INFORMATION
ATNE
THE INf SHOWN. RIS E
CONTRACTOR'S RESPONSIBILM TO
LOCATEANDORCONFIRMTHE
l
- S 1.3' �
� Y}�,J�•
•,
� t +_
LOCATIONS OF ALL UTILITIES AND
PIPELINES PRIOR TO EXCAVATION.
WB
WB
WB
g
Y
S
a
SF -1
Cd
SF -1 SF- Cd SF-
Cd SF-
F -ECP
w
E P
EC
w
® TSpS
z
Cd SF-
Cd
SF-
z
s
( PS
ALL DISTURBED AREAS UNLESS
OTHERWISE SPECIFIED
WB
WB
WB WB WB WB WB WB WB
WB WB
536+00
537+00 538+00 539+00 540+00
541+00 542+00 543+00 544+00 545+00
546+00 547+00 548+00 549+00 550+00 551+00 552+00 553+00 554+00 555+00
556+00 557+00 558+00 559+00 560+00
MATERIAL SUMMARY
I 1
# DESCRIPTION QTY
g
900
—
— —
—
—
900
1 20' O.D. x 0.375W.T. API51--PSL-2; X65; 2400
t
LS
880
880
'
i220O.DI
8
EXISTING GRADE
x035" W.T. API -5L -PSL -2; X65;
12-14 MILS FBE 8 40 MILS POWERCRETE
860
—
— —
--
— —
--
--
860
I i
' ��
1
3 20' STD 3845° WELD SEGMENTABLE ELBOW 7
MSS SP75 WPH Y65
w
840
—
-- —
---�—
840
_
�
TD
4 20'S3R90°WELDSEGMENTABLEELBOW 1
�
MSSSP75WPHY65
820
1^ MIN. COVE R
820
a
800
3'-0"MIN.
COVER
800
_
780
5' MIN. COVER
780
760------
_
-- _
—
—
760
3
4 3 3 3 3
3 3
+
S
MATERIAL
2400'
CMI
CONST. METHOD
CLASS / MAOP
CLASS III / 1000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C-051-0001051
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 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 APPDl DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 25 OF 46 DWG SCALE AS SHOW N
A 07-13-2018
ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE 0435
H S
REGIONAL
ENGINEER
4C�DIM C�I Piedmont
ALIGNMENT
SHEET STA. 536+00 TO 560+00
DWG DATE 06/20!2018 SUPERSEDED
B ISSUED FOR 60%SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
01-D5-2016
C 01-31-2019
ISSUED FOR 90% SUBMITTAL
VT SF BG PROJECT NUMBER 1151527
TE
'"'T""
MGR TECH
DRAWING NUMBER REVISION
�
REC&STD
ENERGY. Natural Gas
LINCOLN COUNTY, INC
PNG-C-451-0001024
D
-6-03-08-2019 ISSUEDFORBID VT SF BG DRAWINGBY VT
STATION ID WA
„„�,
PRINCIPAL
ENGINEER
-
': FROFESSIOWiARCHSTAM”
COPYMGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS SF
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

CK)
a,
162
164 -2
165
166
167
c
OWNERSHIP
$
THE COVE CHURCH INC
HWY 16
2
NINA BLAIR ALEXANDER KNOX & THOMAS LELAND KNOX, II o+,
DELONDA LFA FARMER CHARLES RAVEN FARMER ±�
MELVIN G LITTLE +�
WRENN DR �
QUEENS REAL ESTATE, LLC +
MARIE M LITTLE REVOCABLE LIVING TRUST
+
q
DB 2552-PG 405
83
DB 2154-PG 513 Bi
DB 1635-PG 559 G
DB 495-PG 716
(SR-2653) D;
DB 3260-PG 1287 G
DB 2767-PG 0397
Sd
4
ACREAGE
a
a
EASEMENTS
REF. DWG. NO.
z ziz i
J J
J ww w w ww ww w w wr J w� 2; w w
¢ zz z z zz z m z� z zz z z
Z
0 7 O O O J O • • J W W p J
Z'
-
O
z p� a� �`r asM 0. pip �-p � S �� ? Zz - z
S lL w w LU S
z
o
j Q' J �. < K t�(1 of
W ¢ W O W W W W W
�3
U N O 0 0 =rrror ov v o o��� 3 0 0
r
a p Lo co 2 < Q Q cc S2 Cr_ Of � o-2 o z m a
a 'a m �3o o »>n.� a as a a s n.mo a _ a a
h
yy � o
rnT IT +�++ +
a D�;
2 N 112 nE19 122-22122 n� mh E D; N
165
�7
TICE2
STREAM IS47
( PROPOSED 20' PIPELINE
s«
BORE PIT 20'x60' owERLI�NE
20 y s>e. 15' x 130' TCE
-
= 561«0o ss +oo s6a+oo ssawo sfisroo5»'� a� t67
686+00 BORE PIT 20x60'
7 0 ti
162.01
��
BORE 11 WRENN
THE PIPELINE INFORMATION SHOWN
ON THIS DRAWING IS A COMPILATIID 160
OF DATA 06TNNED FROM DRAWINGS PROPOSED 60' --_ 162
FROM VARIOUS SOURCES, PERMANENT EASEMENT 20' TCE
POND DOES NOT GUARANTEE THE TCE
BORE 10 HWY-16 ,
ACCURACY OR COMPLETENESS OF
164 E INFORMATION SHOWN. IT IS THE
TH
CONTRACTORS RESPONSIBILITY TD 163 TEMPORARY ACCESS ROAD 19
LOCATE MOOR CONFIRM THEf
LOCATIONS OF AuurunESAND 130'x160'TCF ! 10'TCE PERMANENT ACCESS ROAD 18
PIPELINES PRIOR TO EXCAVATION.
CE CE CE
z
a
LU ECP ECP ECP w
z
o
z
TS ©r SF- D I Cd SF -1 Cd
w
QM PS
ALL DISTURBED AREAS UNLESS
OTHERWISE SPECIFIED WB
9
560+00
561+00 562+00 563+00 564+00
565+00 566+00 567+00 568+00 569+00 570+00 571+DO
572+DO 573+DO 574+00 575+00 576+00 577+00
578+00 579+00 580+00
MATERIAL SUMMARY
# DESCRIPTION QTY
8
960
_ --
— _
-- —_
_
—
960
1 20' O.D. x 0.375' W.T. API-5L-PSL-2; X65; 1800
12-14 MILS FEE
s
�
940
940
-- — --
— -- -- —
'
2 20' O.D. x 0.375' W.T. API-5L-PSL-2;X65; 200
f
7
CIL ROAD
UIG WATER LINE AD
12-14 MILS FEE & 40 MILS POWERCRETE
920—_
— _
920
—_ _
3 20' STD 31145* WELD SEGMENTABLE ELBOW 5
UIG TELEPHONE LINE UIG T
TELEPHONE LINE
EXISTING GRADE
MSS SP75 WPH Y65
LL
e
900
_
BORE PIT 20'
_ _—_ _ — — x60'
900
_— —
4 20' STD 3R 90°WELD SEGMENTABLE ELBOW 3
MSS SP75 WPHY65
— ��—
CIL ROAD
880
— __�_
_--
BORE PIT 20'x60'
880
5'MIN.COVER 2MIN.CLR.
I
860
660
3'-0" MIN. COVER
UIG TELEPHONE LINE , -UIG TELEPHONE LINE
PROPOSED 2 0' PIPELINE
�
\ `
"
840
-- UIG TELEPHONE LINE
3'-0' MIN. COVER
840
--
5' MIN. COVER
820
820
—
—
— --
-- —
F1
3 3
3 4 3 3 4
u m a�
ti
+
o v +v
T
S
uni n In
0
MATERIAL
+Ii/i2vni
2 1
679' 120'
676' 80' 445'
CM1 BORE
CM1 I OPEN CUT CM1
CONST. METHOD
CLASS I MAOP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C-451-0001051 PNG-13451-0001002
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO. DATE REVISION(S) DESCPoPnON B. CHK APPDl DESCRIPTION
APPROVALS
SHEET(S) 26 OF 46 DWG SCALE AS SHOWN
LINE 451 PIPELINE PROJECT
07-13-2018 ISSUED FOR 30% SUBMITTAL VT SF BG AREA CODE 0435
A TA
"`s
REGIONAL
ENGINEER
4 DM 011 Piedmont
ALIGNMENT SHEET STA. 560+00 TO 580+00
DWG DATE 06`20/2018 SUPERSEDED _
B 10-05-2016 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019 ISSUED FOR 90% SUBMITTAL VT SF BG PROJECTNUMBER 1151527 TE
""`s
MGR TECH
DRAWING NUMBER REVISION
REC85TD
ENERGY. Natural Gas
LINCOLN & CATAWBA COUNTIES, NC
PNG-C-451-0001025
D
D o3-08-2019 ISSUED FOR BID VT SF BG DRAWING BY VT
STATION ID WA
s
PRINCIPAL
FRQFESSIOWLEIVG`GARCHSTA6P
ENGINEER
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS SF
DISCIPLINE I RESOURCE CENTER I LINE NUMBER

167 168 169 , 170
171
OWNERSHIP
g
MARIE M LITTLE REVOCABLE LIVING TRUST MARIE
M LITTLE REVOCABLE LIVING TRUST+ ROBERT H. PAHL & BETTE L. PAHL + BRENDA ISHAM TURNER t
WILLIAM E FISHER & DARLENE AID MORRELL
0
i
q
o c
DB 2767 -PG 0397
DB 2767 -PG 0397 DB 2916 -PG 505 DB 1646 -PG 731 9?
DB 2742 -PG 697
m
4
a
ACREAGE
EASEMENTS
a
REF, DWG, NO.
G d d
F
f°
OO
w
ate. N
O O
a a W OL rn a
a
si + o
o
I
TCE
170
STREAM PS48 STREAM PS49
59q�
20'
593+00
40' 592+00
"�
591x00
sPs�
S Y,
59p+00
169 558,00
5s5+�
s� 15' x 717' TCE
168
STREAM IS47+�
595+� PROPOSED 60' PERMANENT EASEMENT s
$
583+00 40' TCE PROPOSED 20"PIPELINE
= 581+D.
10'
171
r
sy
THE PIPELINE INFORMATION SHOWN
Z
ON THIS DRAWNG IS A COMPIIATgN
OF DATA OBTAINED FROM DRAWINGS
FROM VARIOUS SOURCES.
1 D'
POND DOES NOT GUARANTEE THE
ACCURACY OR COMPLETENESS OF
THE INFORMATION SHOWN. R IS THE
CONTRACTORS RESPONSIBILITY TO
LOCATE ANDOR CONFIRM THE
LOCATIONS OF ALL UTILITIES AND
PIPELINES PRIOR TO
167
EXCAVATION.
USE ERNMX308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
EC C
EC EC
8
V
V
+
a
d
>
® TS pS
z
Cd F- SF- Cd
SF -2 Cd SF- SF- Cd SF-
?
x
S
w
QM PS
D'
¢ TB
TB
U
ALL DISTURBED AREAS UNLESS
f TSC I
TSC
OTHERWISE SPECIFIED
WB WB
WB WB WB WB WB
580+00
581+00 582+00 583+00
584+00 585+00 586+00 587+00
586+00 589+00
590+00 591+00
592+00 593+00
594+00
595+00
596+00
597+00 596+00
MATERIAL SUMMARY
I
i
# DESCRIPTION QTY
8
940
940
-- —
—
—
—
1 20' O.D. x 0.375' W.T. API -5L -PSL -2; X65; 1800
T �
`
—
12-14 MILS FEE
0
o
920
920
---
—
—
—
--
--
--
—
2 20" O.D. x 0.375" W.T. API -5L -PSL -2; X65;
--
12-14 MILS FBE & 40 MILS POWERCRETE
900
-- EXISTING GRAD—
900
-- --
--
—
3 20" STD 3R45* WELD SEGMENTABLE ELBOW 4
MSS SP75 WPH Y65
w
b
880
__
_
_ -
___-
_____-i
-----
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880
4 20' STD 3R 90" WELD SEGMENTABLE ELBOW 1
MSS SP75 WPH Y65
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STREAM IS47
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—
—
--
820
820
—
5' MIN. COVER
-
—
5' MIN. COVER
—
_ _
--
--
MIN. COVER
800
3 3
4
�
f T
cMATERIAL
+�
1
1800'
CM1 CM4
CM1 CM4 CM1
CONST. METHOD
CLASS / MAOP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-CA51-0001051 PNG-G451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-0451-0001054
NO. DATE
REVISION(S) DESCRIPTION BY CHK
APPD DESCRIPTION
APPROVALS
SHEET(S) 27 OF 46 DWG SCALE AS SHOWN
LINE 451 PIPELINE PROJECT
A 07-13-2018
ISSUED FOR 30% SUBMITTAL VT SF
BG AREA CODE 0435 °
"
REGIONAL
ENGINEER
(�DU�
Piedmont
ALIGNMENT SHEET STA. 580+00 TO 598+00
DWG DATE 0612012018 SUPERSEDED _
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019
ISSUED FOR 90%BID SUBMITTAL VT SF
BG PROJECT NUMBER 1151527
"s
MGR TECH
DRAWING NUMBER REVISION
RED
EKRGY.
Natural Gas
CATAWBA COUNTY, NC
PNG-C-451-0001026
D
D 03-08-2019 ISSUED FOR BID VT SF BG DRAWING BY VT
STATION ID WA
"
PRINCIPAL
R?CFESSIONALENGGARCHSTAW
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COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS SF
DISCIPLINE/RESOURCE CENTER/LINE NUMBER

CD 172
0 173
174
3
OWNERSHIP
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+ WILLIAM E FISHER & DARLENE AID MORRELL o MYRA HICKS LITTLE
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PERMANENT 1
PROPOSED 21? PIPELINE
ACCESS ROAD 21
1 `�
PERMANENT
STREAM PS50
15'x24TTCE
\
ACCESS ROAD 20
172...
15'x717'TCE
20'
N
40'
)-
+
&M.00 605+00 805+00 606+00 607+00 608+00 609+00 fi10+00.-
`
+ 60 +00 603*00
p 599+00 600+00 601 OD
10
PROPOSED 60' PERMANENT EASEMENT
If !qjnllllllllllllllllllIIIIIIIIIIIIIIIIIIIIIIIIIIJIL
173
174
a
TME PIPELINE INFORMATION SHOWN
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-
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l'
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LOCATE ANOIOR CONFIRM THE
LOCATIONS OF ALL UTILITIES AND
-
..-. : 4 �. .. •.
- y•: -. ..
PIPELINES PRIOR TO EXCAVATION.
USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS CE
WB EC
EC
V
+
6
SF-1SF-
z
W
EC
w
o
g
® TS pS
?
F
SF- Cd F-
SF- A SF-
Cd SF-
z
x
z
w
( PS
TB
U
ALL DISTURBED AREAS UNLESS
TSC
OTHERWISE SPECIFIED
WB
598+00
599+00
600+00 601+00
602+00 603+00 604+00
605+00 606+00
607+00 608+00 609+00 610+00
611+00
612+00
613+00
614+00
615+00
616+00
617+00 618+00
MATERIAL SUMMARY
# DESCRIPTION QTY
8
940
940
—,
--
—
-- --
--
—
—
—
1 20" O.D. x 0.375' W.T. API5L-PSL-2; X65; 2000
920
--
920
12-14 MILS FBE
—
— -- -- --
—
—
--
__
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a
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L ,_.__
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— —
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12-14 MILS FBE&40 MILS POWERCRETE
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o
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EXISTING GRADE -- --
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3 20' STD 3R 45" WELD SEGMENTABLE ELBOW
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--
--
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--
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3 IN. COVE
8 80
--
_
---
4 20 STD 3R 90 WELD SEGMENTABLE ELBOW 1
o
a
$
—
w
i
MSS SP75 WPH Y65
860
3
COV ER
860
— --
--
--
---
— —
—
--
_.6"MIN.
—
_. __
PROPOSED 20" PIPELINE
_
840
—
640
5' MIN. COVER
—
—
---
—
—
_
—
W
F
820
820
—
----
—
—
—
—
--
i
800-
08
MATERIAL
MATERIAL
1
2000'
CM1 CM4
CM1
CONST. METHOD
CLASS I MAOP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C451-0001051 PNG-0451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C-451-0001054
NO. DATE
REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION
APPROVALS
SHEET(S) 28 OF 46 DWG SCALE AS SHOWN
A 07-13-2018
ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE
0435
REGIONAL
LINE 451 PIPELINE PROJECT
DWG DATE 06/2012018 SUPERSEDED _
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 10107000
ENGINEER
i�,i
nt
Pie�O�'
ALIGNMENT SHEET STA. 598+00 TO 618+00
C 01-31-2019
ISSUED FOR 90% SUBMITTAL
VT SF BG PROJECT NUMBER
1151527
"s
MGR TECH
DRAWING NUMBER
RECSSTD
Y.
Nat�u Natural Gas
REVISION
D 03-08-2019
ISSUED FOR BID
VT SF BG DRAWING BY
VT
CATAWBA COUNTY, NCPNG-C-451-0001027
D
STATION ID
WA °"�
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PRINCIPAL
ENGINEER
PRO"MOWENGIARCHSTAAP
COPYRIGHT2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS SF
DISCIPLINE/ RESOURCE CENTER/ LINE NUMBER

174
175
i
OWNERSHIP
m
KENNETH LEON BISSETTE
Y
GEORGE HUBERT BISSETTE +
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DB 2013 -PG 1933
fc
DB 2013 -PG 1936
aa��3
ACREAGE
EASEMENTS
REF. DWG. NO.
z
J
O
K
O S J
O
y
U
S
d
=
o U
m
a
O
Of
V V
a a
4o
pp
Allow
TCE
- I
o
PROPOSED 60' PERMANENT EASEMENT
PROPOSED 20" PIPELINE
64
840+00 641wo
EX.45'ACCESS EASEMENT _ S'.
-
- 637+00
636+00 +
619+00 820+00 621+00+oo
20'
635+DO
622+Op
623a00
624+00 625+00 626+00 627+00
626+00 629+00 830+00 631+00 63 +00 633+00 634
n
TFEPIPELI\EII:FOI-TIONSNOWN
ON THIS DRAWING IS A COMPILATION
OF DATA OBTAINED FROM DRAWI
174
40'
175
FROM VARIOUS SOURCES.
POND DOES NOT GUARANTEE THE
ACCURACY OR COMPLETENESS OF
THE INFORMATION SHOWN. T IS THE
CONTRACTOR'S RESPONSIBILITY TO
LOCATE AND,OR CONFIRM THE
LOCATIONS OF ALL UTUTIES AND
PIPELINES PRIOR TO EACAVATIOIL
40' TCE
x
+
SF -1
Cd
SP -1 Cd
-
w
® TS pS
w
z
-
z
�
w
0 PS
N
ALL DISTURBED AREAS UNLESS
OTHERWISE SPECIFIED
618+00 619+00 620+00 621+00 622+00
623+00
624+00 625+00 626+00 627+00
628+00 629+00 630+00 631+00 632+90 633+00 634+00 635+00 636+00 637+00 638+00 639+00 640+00 641+00 642+00
MATERIAL SUMMARY
# DESCRIPTION QTY
g
980
— _ —_..
-- ___ ._._�_
,.___
--
_ -- --
980
1 20' O.D. x 0.375' W.T. API -5L -PSL -2; X65; 2400
12-14 MILS FEE
960
—
—
— —
-
-- — — ------960
8
2 20" O.D. x 0.375" W.T. API -5L -PSL -2; X65;
940—
—
EXISTING GRADE
— —
940
12-14 MILS FBE & 40 MILS POWERCRETE
3 20' STD 3R 45° WELD SEGMENTABLE ELBOW 3
MSS SP75 WPH Y65
920
s--
— ---- ----- ----
----
---- --- ----
—
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--- ---- ----- ---- ---- ---
920
4 20'STD3R90°WELDSEGMENTABLEELBOW
—
o---�
$
900
----- —�-- —_---
---_
`—�`
MSS SP75 WPHY65
900
B
3'-0' MIN. COVER
_
_ PROPOSED 20' PIPELINE
_ 3' -0" MIN. COVER
880
—
—
--
880
860
—:
----860
F
d
840
—
—
— — —
L
640
3
3 3
S
MATERIAL
1
2400'
0
�
CMl
CONST. METHOD
CLASS MAOP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-G151-0001051
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 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
LINE 451 PIPELINE PROJECT
SHEET(S) 29 OF 46 DWG SCALE AS SHOWN
A
07-13-2018
ISSUED FOR 30 % SUBMITTAL
VT SF BG AREA CODE 0435
REGIONAL
ENGINEER
DWG DATE 0612012018 SUPERSEDED _
Piedmont
��DU E
ALIGNMENT SHEET STA- 618+00 TO 642+00
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C
01-31-2019
ISSUED FOR 90% SUBMITTAL
VT SF BG PROJECT NUMBER 1151527
TE
S
MGR TECH
DRAWING NUMBER
REC8STD
Natural a
CATAWBA COUNTY, NC
REVISION
PNG-C-451-0001028
D
D 03-08-2019 ISSUED FOR BID VT SF BG DRAWING BY
W
STATION ID WA
"`s
PRINCIPAL
ENGINEER
FRCFES9Q%4LEN9ARCHSTAW
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS I SF
DISCIPLINE I RESOURCE CENTER I LINE NUMBER

CH) 0;
230 231
OWNERSHIP
GEORGE HUBERT BISSETTE N
JIMMY S LITTLE JIMMY S LITTLE
DB 2013-PG 1936
DB 2898-PG 1610 To DB 2898-PG 1610
<o
kq
3
ACREAGE
R
nnn�[B
EASEMENTS
REF. DWG. NO.
LU
z ¢
S
2
J
UU
�
V
a
a a
u~i rn a
? a } vi
; l,Waa,L>•>•* 1 s
p iA.4
15'x 242' TICE
STREAM PS51 231
PROPOSED 20' PIPELINE
16x71TTCE
40'
20 6Ae 10' ' PROPOSED 60' PERMANENT EASEMENT
cTA1.oO %� \ oo z
a .#i
P
yy l
-
4
�?_ • ~ \ fib~ ��.. „ :..
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ON THIS DRAWING 6ACOMPRATgN
OF DATA OBTAINED FROM DRAWINGS
i r -
FROM VAMUS SOURCES.
POND GOES NOT GUARANTEE THE
175
- Y _ - - ,
- '- " •. -
r�
`aq,._
b
ACCURACY OR CON.'PLETENESS OF
V
- `
THE INFORMATION SHOWN. R IS THE
CONTRACTORS RESPONSIBIUT To
TEMPORARY -
LOCATE ANDpOR CONFIRM THE
LOCATIONS DF ALL UTILITIES AND
PIPELINES PRIOR TO EXCAVATION.
ACCESS ROAD 21A
USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
ECEC
V
d
F- F- F-
® TS pS
w
z
N
SF- D A
w
Z
s
QM Ps
ALL DISTURBED AREAS UNLESS
WS
VV8 TSC
OTHERWISE SPECIFIED
WB WB WB WB WB WB WB WB
O O O OOO O
642+00
643+00 644+00
645+00 646+00 647+00 648+00
649+00 650+00
651+00 652+00 653+00 654+00 655+00 656+00 657+00
658+00
MATERIAL SUMMARY
# DESCRIPTION QTY
g
920
920
-- — ---
-- - --
1 20" O.D. x 0.375W.T. API5L-PSL-2; X65; 2000
12-14 MILS FBE
_
900
900
--- -- —
— — — — —
2 20" O.D. x 0.375" W.T. API-5L-PSL-2; X65;
880
_ _
F3
_
_
_EXISTING GRADE
880
12-14 MILS FBE & 40 MILS POWERCRETE
�`
-- --
3 20' STD 3R45* WELD SEGMENTABLE ELBOW 3
'S" MIN. COVER
MSS SP75 WPH Y65
0
860
860
`
4 20' STD 3R 90° WELD SEGMENTABLE ELBOW 2
MSS SP75 WPH Y65
2
840-
------840
PROPOSED 20' PIPELINE
���
STREAM PS51
�---
820
620
--
� ��—"— -- �— ---" --
`
800—
800
-- 3'-0' MIN. COVER
5' MIN. COVER..
__..
780
780
--
-- -- — --
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4
3 3 3 4
o°i m
MATERIAL
p
O
N
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t0 :D M
1
pp
O
1600'
m
CM1 CM4 CMI
e CONST. METHOD
r clAssr MAOP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S) PNG-6451-0001051 PNG-0-451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM)
POLICY 1001
PNG-CA51-0001054
NO. DATEREVISION(S) ESCRIPTION
BY HK APPDl DESCRIPTION
APPROVALS
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 30 OF 46 DWG SCALE AS SHOWN
A 07-13-2018 ISSUED FOR 30% SUBMITTAL
V T
BG AREA COD
RRA B
REGIONAL
ENGINEER
/! DUKE Piedmont
'E�ENERGY. r6vi
ALIGNMENT SHEET STA. 642+00 TO 658+00
DWG DATE 06/2012018 SUPERSEDED
Y10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 10107000
C 01-31-2019 ISSUED FOR 90% SUBMITTAL
VT SF
BG PROJECTNUMBER 1151527
"tea
MGRTECH
DRAWING NUMBER REVISION
RECBSTD
Natural Gas
D 03-OB-2019 ISSUED FOR BID
VT SF
8G DRAWING BY VT
CATAWBA COUNTY, NC
PNG-C-451-0001029
D
STATION ID WA
PRINCIPAL
ENGINEER
¢ �SSIOWENCVARCHSTAM1P
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS SF
DISCIPLINE I RESOURCE CENTER LINE NUMBER

231 N
234
OWNERSHIP
$ JIMMY S LITTLE + LITTLE FARM DRIVE'
BRENDA SNIPES DELLINGER o
i
q
DB 2898 -PG 1610
DB 2010E -PG 1167
4
S2ACREAGE
a
EASEMENTS
a
REF. DWG. NO.
z
2 i
w
J
wl
a s SD w
o
F
a
H
H O Orn
V
o + a
m
m rn o
231
234
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#
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PROPOSED ' PERMANENT EASEMENT
_
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e
�
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THE PIF- .TORMnnoNBHowN
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it
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WB WB
WB WB WB WB WB
658+00
659+00 660+00 661+00
662+00 663+00 664+00 665+00
666+00 667+00 668+00
MATERIAL SUMMARY
# DESCRIPTION QTY
s
900
900
--
1 20' O.D. x 0.375" W.T. API -5L -PSL -2; X65; 1000
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$
w
�
880
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I
1
EXISTING GRADE
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840
840
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S
T-6'MIN.COVER
a
820
820
_
800
PROPOSED 20" PIPELINE
800
§
780
— —5' MIN. COVER
—
--780
5 MIN. COVER
760
760
3 3 3 3
c0 N N
4
+
C
MATERIAL
1009
CM1 CM4
CM1
CONST. METHOD
CLASS / MAOP I
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S) PNG-C-051-0001051 PNG-CA51-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G451-0001054
NO. DATE REVISION(S) DESCRIPTION
BY
CHK APPD DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 31 OF 46 DWG SCALE AS SHOWN
A 07-13-201B ISSUED FOR 30% SUBMITTAL
VT
SF BG AREA CODE 0435 a
" s
REGIONAL
ENGINEER
DWG DATE 0612012018 SUPERSEDED _
c�� DUKE / Piedmont
ALIGNMENT SHEET STA. 658+00 TO 668+00
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019 ISSUED FOR 90% SUBMITTAL
VT
SF BG PROJECT NUMBER 1151527
Wm,
MGR TECH
DRAWING NUMBER
REC
ENERGY. Natural Gas
[
REVISION
D 03-08-2019 ISSUED FOR BID
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& STD
CATAWBA COUNTY, NC
PNG—C-451-0001030
D
STATION ID WA '�
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COPYRIGHT 2018
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CHECKER INITIALS SF
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GH)
237
OWNERSHIP
T BRENDA SNIPES DELLINGER c NC -150 +
DONALD B. LITTLE
S
q
DB 2010E -PG 1167
DB 3295 -PG 1715
4
3
ACREAGE
a
EASEMENTS
REF. DWG. NO.
cs
z
w O O
o"
o w
P N
W O 0 W
a s
z
z
= O (5 O '-
a o_ w w n. o_ w H-
W
U
W W LU
v O
w '� w W 2
v U
F
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UU H H
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UL
W a w UL. y m
w a W w
o N v n
+ + ++ + +�+ +
rn
OR o
+ + o + + +
rn c 0
+ + + + +
I
237
/
125'x 100' TCE
!
` ..
\\
a
PROPOSED
NT EASEM\ NT
60'PERMANENT
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11
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40'FIE PROPOSED 20"PIPELINE.,
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00
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THE PIPELINE INFORMATION BROWN
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x
U DATA OBTAINED FROM DRAWINGS
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A
^
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CONTRACTORS RESPONSIBILITY TO
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°
.�
r
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' 2D' X 100' TGE
LOCATIONS OF ALL UTILRIES AND
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R
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1
CE CE
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EC
EC
o
V
N
SF -1 Cd
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N
j
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i
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SF -1 Cd
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x
w
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TB
TB
ALL DISTURBED AREAS UNLESS
TSC
OTHERWISE SPECIFIED
WB WB
WB WB WB
668+00 669+00 670+00 671+00 672+00 673+00
674+00
675+00 676+00 677+00 678+00 679+00 680+00 681+00 6B2+00 663+00 684+00
685+00 686+00 687+00 688+00 689+00 690+00 691+00 692+00
MATERIAL SUMMARY
# DESCRIPTION QTY
$
900
9001
—
CIL ROAD
ZO" O.D. x 0.375W.T. API5L-PSL-2;X65; 2320
12-14 MILS FEE
----
--
-- —
— —
—
880
2 20"O.D. x 0.375"W.T. API -5L -PSL -2; X65; 80
4--
_12-14
MILSFBE&40MILSPOWERCRETE
860
GRADE --
860
—
BORE PIT 20'x60
—EXISTING
—
--
--
3 20"STD 3R 45° WELD SEGMENTABLE ELBOW 11
MSS SP75 WPH Y65
840
T-6"MIN.COV—
5'MIN. COVER _
-- _
840
—
--
— --
-
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---- —
(
—
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1
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—
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--
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-
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--�
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MSS SP75 WPHY65
i
800
- \�
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--
--
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PROPOSED 20'
PIPELINE
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-- --
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b
780
`
3'-6" MIN. COVER
780
-
.--
_
5'MIN.COVER-
__ _ _
u
760
—
—
--
— —:
— —
— —
--
— —
760
3 3 0G) 3 3
3 &D 00
+ cO + +
MATERIAL
+0
1 2
1
o
231' 80'
2089'
CM1 BORE
CM1 I CM4
CM1 CM4 CM1
CONST. METHOD
CLASS MAOP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED ° DO NOT SCALE THIS DRAWING ° USE DIMENSIONS ONLY
REF. DWG(S) PNG-0-451-0001051 PNG-r 451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C-451-0001054 PNG-8.451-0001002
NO. DATE REVISION(S) DESCRIPTION
BY CHK APPD DESCRIPTION
APPROVALS
LINE 4 51 PIPELINE PROJECT
SHEET(S) 32 OF 46 DWG SCALE AS SHOWN
A 07-13-2018
ISSUED FOR 30% SUBMITTAL
VT SF
BG AREA CODE 0435
s
REGIONAL
ENGINEER
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ow
ALIGNMENT SHEET STA- 668+00 TO 692+00
DATE 06/20/2018 SUPERSEDED
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C 01-31-2019
ISSUED FOR 90% SUBMITTAL
VT SF
BG PROJECT NUMBER 1151527
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MGR TECH
DRAWING NUMBER
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Nat�u a�Gas
REVISION
D 03-08-2019 ISSUED FOR BID
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PNG-C-451-0001031 I
D
STATION ID NIA T`
PRINCIPAL
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COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS SF
DISCIPLINE /RESOURCE CENTER I LINE NUMBER

237
190
191
Q
3
OWNERSHIP
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CROSS COUNTRY CAMPGROUND INC
N
ARNOLD MAX CAMPBELL FAMILY LLC
T
�
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DB 924 -PG 86
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IR
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+
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TCE 26'
20 40'
701+00
70 +oo
703x
PROPOSED 60' PERMANENT EASEMENT
PROPOSED 20' PIPELINE
ll�
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69
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TCE
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0
,T_ yrs
J
THE PIPELINE INFORMATION SHOWN
y
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ON THIS DPAWING IS A COMPILATION
OF DATA OBTAINED FROM DRAWINGS
FROM VARIOUSS SOURCE190
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T GUARANTEE THE
ACCURACYATION:IETENET I T
BROWN. RIB THE
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`• �.. *,r, -` -:.: ,r 0
- `
1
50'X150'TCE 191
USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
$
EC C $
V
SF-
SF -1 Cd SF -1 Cd SF-
F-
SF- SF- SF-
TS pS
(:IS)
SF-1Cd SF -1 Cd SF-
Cd SF- SF- Cd
w
®P6
ALL DISTURBED AREAS UNLESS
TSC
OTHERWISE SPECIFIED
WB
WB WB WB WB WB WB WB WB WB
WB WB WB WB WB WB
692+00 693+00 694+00 695+00 696+00 697+00 698+00 699+00 700+00 701+00 702+00 703+00 704+00 705+00 706+00 707+00 708+00 709+00 710+00
711+D0 712+00 713+00 714+00 715+00 716+00
MATERIAL SUMMARY
# DESCRIPTION QTY
B
960
— --
—
--
—
—
—
--
960
1 20' O.D. x 0.375' W.T. API -5L -PSL -2; X65; 2400
12-14 MILS FBE
940
—
_
- ...
--- —
--
— —
—
V
--
940
2 20' O.D. x 0.375" W.T. API -5L -PSL -2; X65;
920
— —
"- TING GRADE '
EXIS
—
_
12-14 MILS FEE & 40 MILS POWERCRETE
----
— —
--
— —
—
—
—
920
3 20' STD 3R 45° WELD SEGMENTABLE ELBOW 4
900
MSS SP75 WPH Y65
T-�---�
�_
900
4 20' STD 31190* WELD SEGMENTABLE ELBOW
�
--
-_-
MSS SP75 WPH Y65
880
—
—
— --
-- `
-- --
880
a
_
__-
PROPOSED 20" PIPELINE
STREAM PS
860
_
§
840
—
—
--
--
T -6o MIN. COVER --::r—
3,-6" MIN. COVER
840
- . T-6" MIN. COVER
820
— -5' MIN. COVER
--
— -- --
—
—
______820
3 3
3 3
MATERVIL
2400'
rn
CM1
CM4 CM1
CONST. METHOD
CLASS / MAOP
CLASS III / 1 D00 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C-451-0001051 PNG-0451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C451-0001054
NO. DATE REVISIONS( DESCRIPTION BY CHK APPD DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 33 OF 46 DWG SCALE AS SHOWN
A
07-13-2018 ISSUED FOR 30% SUBMITTAL
VT SF BG 0435 AREA CODE
" s
REGIONAL
ENGINEER
DUKE Piedmont
ALIGNMENT SHEET STA. 692+00 TO 716+00
DWG DATE 06/20/2018 SUPERSEDED _
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C
01-31-2019 ISSUED FOR 90%SUBMITTAL
VT SF BG PROJECT NUMBER 1151527
"s
MGR TECH
DRAWING NUMBER REVISION
REC&STD
ENERGY. Natural Gas
CATAWBA COUNTY, NC
PNG-C-451-0001032
D
D 03-08-2019 ISSUED FORBID VT SF BG DRAWING BY VT
STATION ID WA
"" s
PRINCIPAL
ENGINEER
PROfES$I0N4-BiARCHS7AW
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS I SF
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

191
0
OWNERSHIP
o
CAMPBELL ARNOLD MAX FAMILY LLC
o
q
DB 2991 -PG 652
q
333
ACREAGE
EASEMENTS
REF. DWG. NO.
H
aD
o
m
c� 'moi
v
135+
7'� '
PROPOSED 20' PIPELINE
733
B
20'
73
TCE
13,E
PERMANENT
STREAM PS60 40'
730
ACCESS ROAD 33
72y+00
128+00
`$
127+�
772srGo
15"x 169 TCE
724+00
723
7 +00
PROPOSED 60' PERMANENT EASEMENT
721
72WL
7A 00
nB+00
4V TICE
�
a
1,7.00
10'
THE PIPELINE INFORMATION SHOWN
ON THIS ORAWNG ISA COMPILATION
OF DATA OBTANED FROM DRAWINGS
FROM VARIOUS SOURCES.
50' X 150' TCE 191
POND DOES NOT GUARANTEE THE
ACCURACY OR COMPLETENESS OF
STREAM PS59
THEINFOR-TIONSHDVIN. RIS THE
CONTRACTORS RESPONSEWTY TO
LOCATE ANOOR CONFIRM THE
LOCATIONS OF ALLUTUMS AND
WETLAND WL56
PIPELINES PRIOR TO EXCAVATION.
CRS
USE ERNMX308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLAND AREAS
WB
EC EC
S
V
F- F- Cd F-
SF- Cd SF•
Cd SF-
d
d
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w
Cd SF- F-
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z
�
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QM PS
�
TB
L)
TSC TRAP(aWxD=100'x20h4')
ALL DISTURBED AREAS
UNLESS
WB ST WB WB WB WB
WB
W8
OTHERWISE SPECIFIED
716+00 717+00 718+00 719+00
720+00 721+00 722+00 723+00 724+00 725+00 726+00 727+00 728+00 729+00
730+00 731+00 732+00 733+00 734+00 735+00 736+00 737+00 738+00 739+00 740+00
MATERIAL SUMMARY
# DESCRIPTION QTY
g
940
- -
-- —
— --
---
---
—
----940
1 20' O.D. x 0.375" W.T. API -5L -PSL -2; X65; 2400
12-14 MILS FBE
---920
a
920
— —
—
— — —
--
-- --
- --
- ---
- — —
2 20" O.D. x 0.375' W.T. API -5L -PSL -2; X65;
12-14 MILS FBE & 40 MILS POWERCRETE
900
—
—
_
�0
3 20' STD 31145' WELD SEGMENTABLE ELBOW 2
MSS SP75 WPHY65
I
e
880
_�_-- -_
—
—
880
4 20'STD3R90'WELDSEGMENTABLEELBOW 1
$
--_
-----
- - - - --'- 3'-6"MIN. COVER
—
°
MSS SP75 WPHY65
860
STREAM PS59 '—
EXISTING GRADE
860
_ —
g-
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840
—
— —
840
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----
820
--- —
—
820
PROPOSED 20" PIPELINE
_
800
COVER
800
— — --
3 3
4
1
MATERIAL
2400'
CM1
CM4
CM1
CONST. METHOD
Cuss I MAOP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C-451-0001051 PNG-C-451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C-451-0001054
NO. DATE REVISION(S) DESCRIPTION
BY CHK APPID1 DESCRIPTION
APPROVALS
LINE 4 51 PIPELINE PROJECT
SHEET(S) 34 OF 46 DWG SCALE AS SHOW N
A 07-13-2018 ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE 0435
""" s
REGIONAL
ENGINEER
DWG DATE 0620/2018 SUPERSEDED _
Piedmont
�'DU
ALIGNMENT SHEET STA. 716+00 TO 740+00
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C Ot-31-2019 ISSUED FOR 90%SUBMITTAL
VT SF BG PROJECT NUMBER 1151527
MGR TECH
DRAWING NUMBER REVISION
REC&STD
Y. Natural Gas
CATAWBA COUNTY, NC
PNG-C-451-0001033
D
D 03-08-2019 ISSUED FOR BID VT SF BG DRAWING BY VT
STATION ID WA
PRINCIPAL
RFQFESSIUA NGARCHSTAMID
ENGINEER
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS SF
DISCIPLINE I RESOURCE CENTER I LINE NUMBER

191
193 v 194
196
OWNERSHIP
o
^,
CAMPBELL ARNOLD MAX FAMILY LLC +
BARBARA L MEARES + LINEBERGER ROAD + JEFFERY BENSON LINEBERGER & DONNA B. LINEBERGER
JEFFERY BENSON LINEBERGER 8 DONNA B. LINEBERGER
9
DB 2991 -PG 652
DB 2038 -PG 206 (SR -1851) DB 1915 -PG 1017 F-
DB 1915 -PG 1017
4
ACREAGE
3
EASEMENTS
REF. DWG. NO.
z z
OZi
ppK pw J
z mz aCw7 ¢pip z
Z2
OZ
F
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y
a a mo_w w3D- M CH
N + S2 O
Oooh
pN yyy yyy
p
lie
191
BORE PIT 205c60' p \
193 m
MLV-2 0 TCE % PROPOSED 60' PERMANENT EASEMENT
q?+0p SEE REF. DWG. g 194
>q3s PNG-04151-0001105 TCE
61 A 00
Do PROPOSED 20' PIPELINE
-
>qq+� 16 x 16T TCE P0' ...
>q� 40' 758+00 760+00 761+00
I 757+00 759x00
75 752+00 753+00 754 75 + 756+00
747+00 748+00 74
�
3 t ` L � � ` � ✓ � � r ~
THE RPELINE INFORMATION
ON THISDRAWINGISACOUKATgN �_ -� "' ✓ r , \ \ ` /.
.'
��
Of DATA OBTAINED FROM DRAWINGS / ` - — J % BORE PIT 20'x60' / ,ir 15' x 100' TCE
R- v'..?� "\ / / J
FROM VARIOUS SOURCES ✓Y v
POND DOES NOT GUARANTEE TIE
ACCURACY OR COMPLETENESS OF
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Y TO - - " - - r - �' \ \ \
,
LOCATE ANDOR CONFIRM Tr=- - - - .,, ACCESS ROAD 1
LOCATIONS OFALL tR1LITIES AND BORE 13 SR -11151
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^ SF -1 Gd SF -1 Cd SF-
w� y
a
`n
z z
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SF- Cd SF- 1�1Cd F- Cd SF- Cd SF-
O pS TB
ALL DISTURBED AREAS UNLESS
OTHERWISE SPECIFIED
9
740+00 741+00 742+00 743+00 744+00 745+00 746+00 747+00 748+00 749+00 750+00 751+00 752+00 753+00 754+00 755+00 756+00 757+00 758+00 759+00 760+00 761+00 762+00 763+00 764+00
MATERIAL SUMMARY
# DESCRIPTION QTY
g
940
— --
— — EXISTING GRADE
940
- —
— --
—
—
—
— --
--
1 20' O.D. x 0.375' W.T. API -5L -PSL -2; X65; 2320
CIL ROAD
12-14 MILS FBE
$
�
920
920
—
—
----------
— --
— -
U/G TELEPHONE LINE
-
— —
---_
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=
---—�
_
_
U/GTELEPHONELINE
— ---
---- ---- _ -
--- ---- ----
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900
_
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3 20' STD 31145* WELD SEGMENTABLE ELBOW 3
3 6" MIN. COVER
_--
PROPOSED 20" PIPELI L — --� �_--
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5' MIN. COVER
MSS SP75 WPH Y65
d
880
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5' MIN. COVER
880
4 20' STD 3R 90' WELD SEGMENTABLE ELBOW
$t
2' MIN. CLR. BORE PIT 20'x60'
MSS SP75 WPH Y65
880
860
—_
5 TEST STATION 1
840
—
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-------840
3
820
820
',..
—
—
—
800
__
--
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3 5 3 3
M 8 < N
O
MATERAL
1014' 80' 1306'
CM1 BORE CM1
CONST. METHOD
CLASS / MAOP
CLASS III / 1000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-G451-0001051 PNG-CA51-0001105
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-B-451-0001002
NO. DATE REVISION(S) DESCRIPTION BY CHK APPDj DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 35 OF 46 DWG SCALE AS SHOWN
A 07-13-2018 ISSUED FOR 30% SUBMITTAL VT SF BG AREA CODE D435
'
REGIONAL
ENGINEER
DWG DATE 06/2012018 SUPERSEDED _
4'DLM 011 Piedmont
ALIGNMENT SHEET STA. 740+00 TO 764+00
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019 ISSUED FOR 90% SUBMITTAL VT SF BG PROJECT NUMBER 11151527
"s
MGR TECH
DRAWING NUMBER REVISION
REC&STD
ENERGY. Natural Gas
CATAWBA COUNTY, NC
PNG-C-451-0001034
D
Y03-08-2019 ISSUED FOR BID VT SF BG DRAWING BYVT
D NIA °"'�
STATION Ur
"L'
PRINCIPAL
ENGINEER
FROFESSIC/44LENGA9CHSTAP
COPYRIGHT 2018
Hickory Resource Center, Hickory, NQ
CHECKER INITIALS I SF
DISCIPLINE/ RESOURCE CENTER/LINE NUMBER

CK)
1ss
OWNERSHIP
+
JEFFERY BENSON LINEBERGER & DONNA B. LINEBERGER
BRANDON ALAN LOWMANzt
'a
q
D81915-PG 1017
D8 2746-PG 0821
4
3
ACREAGE
EASEMENTS
REF. DWG. NO.
S
ZD
Uj
a a o
o
ha
V
v O V
Qv
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N
+ O + O
^O
196
PROPOSED60'PERMANENTFASEMENT
-
PROPOSED 20" PIPELINE
- �
EX. DRIVEWAY
773+00 774+� >>SxPo 20
771+00 Tf2+00
40,
STREAM PS61
�
768+00
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THEPIPEUNE IN FORMATION SHOWN
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#3
764+00 765+00 766+00 767+00 768+00 769+00
770+00 771+00 772+00 773+00 774+00 775+00 776+00
777+00 778+00 779+00 780+00
781+00 782+00 783+00 784+00 785+00 786+00 787+00 788+00
MATERIAL SUMMARY
# DESCRIPTION QTY
g
940
-- --
— -- —
--
--
—
—
—
940
1 20' O.D. x 0.375' W.T. API5L-PSL-2;X65; 2400
920
AGRICULTURAL FIELD
---
12-14 MILS FBE
e
o
y
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----
--
--
—
—
_
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—
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EXISTING GRADE
12-14 MILS FBE & 40 MILS POWERCRETE
900
— —
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— —
--
—PROPOSED 20" P IPELINE
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F MIN. COVER
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C-051-0001051 PNG-C-451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C-051-0001054
NO. DATE REVISION(S) DESCRIPTION
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A
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,Z� 0
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r
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813+00 814+00 815+00 816+00 817+00
818+00 819+00
820+00
821+00
822+00 823+00
824+00 825+00
826+00
827+00
828+00
829+00 830+00
831+00 832+00
833+00 834+00
MATERIAL SUMMARY
# DESCRIPTION CITY
a
8
940
920
940
920
— - --
.
— — —
—
---
-
---
1—
-
------
—
EXISTING GRADE
-
-- —
-
—
;._
- --
1 20' O.D. x 0.375W.T. API -5L -PSL -2; X65; 2120
B5"W.T.APISL-PSL-2;X65;
2 20"10.DIx03LS
80
C/LROAD--_
-
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900
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860
—
F MIN. COVER
------
860
a
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840
IN. COVER —
840
--
--
--
--
---
—
820
-T-6' MIN. COVER
820
—
--
--
----
800_______---
800
--,
—
—
--
—
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--
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4
4
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MATERIAL
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1
126'
8(7
1994'
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CM2
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CONST. METHOD
CLASS / MAOP
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S) PNG-0-451-0001051 PNG-C-451-0001052
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-BA51-0001002
NO. DATE
REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 38 OF 46 DWG SCALE AS SHOWN
A 07-13-2018
ISSUED FOR
30% SUBMITTAL VT
SF BG AREA CODE 0435
s
REGIONAL
ENGINEER
� DUKE
Piedmont
ALIGNMENT SHEET STA. 812+00 TO 834+00
DWG DATE 06120/2018 SUPERSEDED
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 10107000
C 01-31-2019
ISSUED FOR
90% SUBMITTAL VT
SF BG PROJECTNUMBER 1151527
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MGRTECH
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Hickory Resource Center, Hickory, NO
CHECKER INITIALS SF
DISCIPLINE/RESOURCE CENTER/LINE NUMBER

248 247 a 248 I_ � 250 0 251
252 253 254 255
256 257
OWNERSHIP
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MACCABEES, LLC CLERENCE RACE + BASS MACCABEES, LLC + JUDITH W ROGERS
+ BLUE JAY INVESTMENTS, LLC
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T FOREST SHORES HOMEOWNER ,+, CATHY L. ALMON AND PAUL A. HOWARD
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00
f
839x00
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� +;-'
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248
00
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849+00 850+pp
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$ 10'
40' TCE j _
7.-
7
S
TRE PIPELINE INFORIAAiION SHOWN
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9
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m
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3.=` M1� r,
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a
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253
T
THE RA,CTORS R SHOW IBILrN THE
INFORMATION
CONTRACTOR'S RESPONSIBILITY TO
LOCATE NDIOR CONFIRM THE
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PIPEUNES PRIOR TO EXCAVATION,
\
ML
�
-
100' x 420' TCE
USE ERNMX-306 NORTH CAROLINA PIEDMONT FACW MOX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS USE ERNMX-008 NORTH CAROLINA PIEDMONT FACW MIX OR CE
CE
EC EC
EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
S
V
++
Cd
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i
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d
i
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i
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SF-
z
�
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TB
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$q
TSC
ALL DISTURBED AREAS UNLESS
OTHERWISE SPECIFIED
WB WB
WB WB
WB
S
834+00 835+00 836+00 837+00
838+00 839+00 840+00 841+00 842+00 843+00 844+00 845+00 846+00
847+00 848+00 849+00 850+00
851+00 852+00 853+00 854+00 855+00 856+00 857+00 858+00
MATERIAL SUMMARY
900
# DESCRIPTION QTY
900
—
—
1 20' O.D. x 0.375W.T. API -5L -PSL -2; X65; 2132
12-14 MILS FBE
880
--
—
—
—
880
2 20' O.D. x 0.375W.T. API -0L -PSL -2; X65; 268
12-14 MILS FBE & 40 MILS POWERCRETE
860
HDD ENTRY POINT
860
3 20' STD 3R45* WELD SEGMENTABLE ELBOW 12
840
3'-6" MIN. COVER-- _ STREAM PS65 —.
_
840
MSS SP75 WPH Y65
J
—J —__--
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4 20" STD 3R 90' WELD SEGMENTABLE ELBOW
MSS SP75 WPHY65
m
- _
�— —���
EXISTING GRADE
_
--- —
— ---.. ---
820
o
o
820
--
—
-- —
_=---
T-6'
MIN.
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800
OVER -- --
3'-6" MIN. COVER-
800
--
—
780
780 -
`
PROPOSED 20" PIPELINE
--�—
_
780
5' MIN. COVER
760
--—
5' MIN. COV ER
—
— —
PROPOSED HDD -001 @ LAKE NORMAN
SEE REF. DING. PNG•C 451-0001046
760
0
3 3 3 3 3
3 3 5
3 3
3 3
�
f
+
N th
ao_ _
m
MATERWL
1
2
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2132'
268'
CONST. METHOD
CM1 I CM41 CM1 I CM41
CM1
HDD
CLASS / MAOP
CLASS 81 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S) PNG-C-451-0001051 PNG-C-451-0001053
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-0451-0001054 PNG-0.451-0001046
PNG-8.451-0001003
NO. DATE REVISION(S) DESCRIPTION
BY CHK APPDI DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 39 OF 46 I DWG SCALE AS SHOWN
T07-13-2018
ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE 10435
INITAL.
REGIONAL
DWG DATE 06120/2018 SUPERSEDED
B 10-05-2018 ISSUED FOR 60 % SUBMITTAL
VT SF BG ACCOUNT NUMBER 0107000
ENGINEER
AP noPiedmont
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PRINCIPAL
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258
259
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PROPOSED 20 PIPELINE 260 65' x 450' TCE TICE
OPEN WATER
so
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i
,
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n
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LAKE NORMAN
BORE 17 HDD3 3
100' x 450' TCE
a
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THE PIPELINE INFORMATION SHOWNISACCMPIILA
ON THIS DRAWING
rev
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OF DATA 08TAINED FROM DRAWINOGS
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m
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Cd SF- Cd
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9
858+00 859+00 860+00 861+00 862+00
863+00 864+00 865+00 866+00 867+00
868+00 869+00 870+00 871+00 872+00 673+00 874+00 875+00 876+00 877+00 878+00 879+00 880+00 881+00 882+00
MATERIAL SUMMARY
860
—
---
--
—
— — --
EXISTING GRADE
---- —_ -----
860
# DESCRIPTION QTY
1 20"O.D.x0.375"W.T.API5L-PSL-2;X65; 1290
12-14 MILS FBE
840
_ --- —"` — ----
840
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o
-- _ —_ ---
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12-14 MILS FBE & 40 MILS POWERCRETE
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2
1
1110'
1290'
`O
HDD
Civil
CONST. METHOD
CLASS / MAOP
CLASS III 11000 PSIG
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REF. DWG(S) PNG-C-451-0001051 PNG•C-451-0001046
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-B451-0001003
NO. DATE REVISION(S) DESCRIPTION
BY
CHK APPD DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 40 OF 46 DWG SCALE AS SHOWN
T-07-13-2018
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SF BG AREA CODE 0435
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C
01-31-2019 ISSUED FOR 90% SUBMITTAL
VT
SF BG PROJECT NUMBER 1151527
s
MGR TECH
DRAWING NUMBER
Y. Natural
REVISION
D 03-08-2019 ISSUED FOR BID
VT
SF BG DRAWING BY VT
RECBSTD
CATAWBA COUNTY, NC
PNG-C-451-0001039
D
STATION ID WA
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ENGINEER
PR�SSILY'1N- iARCHSTflll'P
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207
209
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BORE PIT 20'x30' —
PROPOSED 60 PERMANENT EASEMENT
�y_
209
207 PROPOSED 20' PIPELINE
8 I
150' EX. UTILITY EASEMENT
oo
OF
BORE PIT 20'x60
20'
DO
41,
V
STREAM IS68,�
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40' TCE
THE PPEL14EINFORMATN7N SHOWN
h so
1
•
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?,
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SHOWN,
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,,.
I - • �/ 4 '
0
Wg
CE CE
�
m
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d
SF- Cd SF-1
Cd Cd
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0
moo'
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z
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882+00
883+00
884+00
885+00
886+00
887+00 888+00 889+00
890+00 891+00 892+00 893+00 894+00 895+00 896+00 897+00
898+00
899+00 900+00 901+00
902+00
MATERIAL SUMMARY
# DESCRIPTION QTY
g
940
940
—--
—
—
—
- -- —
— — —
1 20" O.D. x 0.375' W.T. API51--PSL-2; X65; 1880
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--
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900
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EXISTING GRADE
--
--
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800
800
—
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1
2
1
0
959'
120'
921'
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REF. DWG(S) PNG-C451-0001051 PNG-8.451-0001003
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS d INFO. MANAGEMENT (RIM) POLICY 1001
NO. DATE
REVISION(S) scwPnory
BY CHK APPD DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 41 OF 46 DWG SCALE AS SHOWN
T-07-13-2018
ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE
��
s
REGIONAL
DWG DATE 06/20!2018 SUPERSEDED
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/'E�
(0
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DRAWING NUMBER
VISION
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29
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(TD
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OWNERSHIP
N MICHAEL HERBERT HILDEBRAN N
MICHAEL HERBERT HILDEBRAN MICHAEL HERBERT HILDEBRAN MICHAEL HERBERT HILDEBRAN
N
WALTERS BROTHERS INC
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D8 3256 -PG 107 S
DB 2367 -PG 791 OB 3256 -PG 107 DB 2367 -PG 791
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DB 2046 -PG 1479
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ACREAGE
EASEMENTS
REF. DWG. NO.
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0
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x
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Q
10'
40' 10
PROPOSED 60' PERMANENT EASEMENT
TME PIPELINE INFORMnTI N SHOWN
THIS
40' TCE
PROPOSED 20" PIPELINE
STREAM PS70
ON DRAWNG IS A COMPILATION
OF DATA OBTAINED FROM DRAWINGS
FROM VARIOUS SOURCES.
211
POND DOES NOT GWPPNTEE THE
ACCURACY OR COMPLETENESS OF
THE NFORMATION SHOWN. R IS THE
CONTRACTOR'S RESPONSN&M TO
LOCATE ANDIOR CONFIRM THE
210
LOCATIONS OF ALL URITES AND
PIPELINES RigR TO EXCAVATION+
USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
EC EC
C
EC
8
g
V
V
o
SF- SF- SF-
SF- SF-
1`0 Cd SF-
m
�
z.
N
F
z
�
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W
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TB
TSC
TSC
ALL DISTURBED AREAS UNLESS
OTHERWISE SPECIFIED
WB WB WB WB WB
WB WB
WB WB WB WB
902+00 903+00 904+00 905+00 906+00 907+00 908+00 909+00 910+00 911+00 912+00 913+00 914+00 915+00 916+00 917+00 918+00 919+00 920+00 921+00 922+00 923+00 924+00 925+00 926+00
MATERIAL SUMMARY
# DESCRIPTION QTY
g
880
—
--
— -- --
—
—
--
--
880
1 20' O.D. x 0.375' W.T. APISL-PSL-2; X65; 2400
LS
860
-- —
-- — — --
--
— --- —
860
2 20"10.D I x 0 3875" W.T. API -5L -PSL -2; X65;
12-14 MILS FBE 840 MILS POWERCRETE
_--
3 20' STD 3R 45' WELD SEGMENTABLE ELBOW
840
—
_�
--
— _
_
— _
840
3' 6" MIN. COVER
EXISTING GRADE
T _
820
MSS SP75 WPH Y65
J
o
820
- -\
—
STREAM PS69
— —
L
_ _
_i�
-
4 20' STD 3R 90' WELD SEGMENTABLE ELBOW
MSS SP75 WPHY65
800
\
--- — —
STREAM PS70
-�_� _
800
i
—
_
3'-6' MIN. COVER
780
JIN.COVER—.
760
_
PROPOSED 20" PIPELINE
_y
-.-.......
T-
760
—.
—
...
MIN. COVER
--
—
740
740
—
—..
—
--
—
—.
g
1
g
MATERIAL
240V
m
CM1 CM4
CM1
CM4 CM1
CONST. METHOD
CLASS MAOP
CLASS III 11000 PSIG
s
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-CA51-0001051 PNG-C-451-0001053
'a
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 8 INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C451-0001054
NO. DATE REVISION(S) DESCRIPTION BY CHK JAPPDJ DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 42 OF 46 DWG SCALE AS SHOWN
A 07-13-2018
ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE 0435
REGIONAL
DWG DATE 06/20/2018 SUPERSEDED
B 10-05-2018
ISSUED FOR 60% SUBMITTAL
VT SF BG ACCOUNT NUMBER 0107000
ENGINEEREIRGY.
�� Piedmont
lo�)
ALIGNMENT SHEET STA. 902+00 TO 926+00
C 01-31-2019
ISSUED FOR 90%SUBMITTAL
VT SF BG PROJECTNUMBER 1151527
R wLs
MGR TECH
DRAWING NUMBER REVISION
RECSSTD
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CATAWBA COUNTY, NC
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D
D 03-08-2019 ISSUED FOR BID VT Sr BG DRAWING BY VT
STATION ID WA °"�
" '
PRINCIPAL
ENGINEER
K FRO'ESSIW4 S"ARCHSTAMP
COPYRIGHT 2018
Hickory Resource Center, NC
ry Hickory,
CHECKER INITIALS SF
DISCIPLINE/ RESOURCE CENTER/LINE NUMBER

211
M,
213
i
OWNERSHIP
WALTERS BROTHERS INC
BEATTY ROAD
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q
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4
8
ACREAGE
EASEMENTS
REF. DWG. NO.
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Q
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-1842
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- � BORE PR 20'x60'
PROPOSED 20' ^•
m
w 927+00 928+00 929+00 930+00 931+00 932+00 933+00 934+00 935+00 936+00 93U
z
0 940+00 941+00
942+00 943+00 944+00 945+00 946+00 947+00 948+00 949+00 95
x
40'
PROPOSED 60' PERMANENT EASEMENT
o
40' TCE
THE PIPELINE INFORMATION SHOWN
m
ON THIS DRAWING IS A COMPIIATION
TCE
OF DATA OBTAINED FROM DRAWINGS
FROM VARIOUS SOURCES.
211
213
POND DOES NOT GUARANTEE THE
ACCURACY OR COMPLETENESS OF
THE INFORMATION SHOWN. IT IS THE
CONTRACTORS RESPONSIBILITY TO
LOCATE ANO'OR CONFIRM TME
LO TIONS OFALLUTILITIESAND
PIPELINES PRIOR TO EXCAVATION.
106 x 227'TCE
SF- Cd SF-
SF -1
Cd SF -1
w
ECP
ECP ECP w
o
® TS pS
M
SF- Cd IS
SF- Cd
z
SF -1 Cd SF -1 Cd SF -
QM PS
�
ALL DISTURBED AREAS UNLESS
OTHERWISE SPECIFIED
WB WB
CE CE WB
WB WB WB WB WB
926+00 927+00 928+00 929+00 930+00 931+00 932+00 933+00 934+00 935+00 936+00 937+00
938+00 939+00 940+00 941+00
942+00 943+00 944+00 945+00 946+00 947+00 948+00 949+00 950+00
MATERIAL SUMMARY
�
940
—
�
— —
—
— —�---
—
940
DESCRIPTION CITY
1 20" O.D. x 0.375W.T. API -5L -PSL -2; X65; 2300
920
sl—�I'
-- U/GTELEPH ONE LINE
12-14 MILS FBE
920
U/G TELEPHONE LINE
GL ROAD
2 20' O.D. x 0.375W.T. API -5L -PSL -2; X65; 100
-
EXISTING GRADE
12-14 MILS FBE & 40 MILS POWERCRETE
900
—
—
--
—
—
----
--
900
3 20" STD 31R 45° WELD SEGMENTABLE ELBOW 1
—
``
J
880
--
g BO
tj
'/--- —
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4 O'STD3R90HWELD SEGMENTABLEELBOW
MSS SP75 WPH Y65
860
BORE PIT 20'x60'
5 MIN. COVER BORE PIT 20'x60'
8 60
1^-- ---- —'
—
U/G WATERLINE
5 TEST STATION 1
�:
—
_—►' _ —
2'MIN.CLR.
I
_
i
840------�I---
(TYP.)
PROPOSED 20' PIPELINE
840
---
3-6"MIN. COVER
820
—
--
3' V MIN.
COVER
—
820
800
—
--
— --
—--
—
800
5
3
S
MATERIAL
1
2
1
1155'
100'
1145'
CM1
BORE
CM1
CONST. METHOD
CLASS I MAOP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED. DO NOT SCALE THIS DRAWING ` USE DIMENSIONS ONLY
REF. DWG(S) PNG-G451-0001051 PNG-B451-0001004
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATETO INSURE 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
-k-07-13-2018
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 43 OF 46 DWG SCALE AS SHOWN
ISSUED FOR 30% SUBMITTAL VT SF BG AREA CODE 0435
"'
REGIONAL
ENGINEER
i�7�
mont
ALIGNMENT SHEET STA. 926+00 TO 950+00
DWG DATE 0612012018 SUPERSEDED _
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C
01-31-2019
ISSUED FOR 90% SUBMITTAL VT SF BG PROJECT NUMBER 1151527 DP F
'N—
MGR TECH
DRAWING NUMBER REVISION
REC&STD
Y.
Natural al Gas
CATAWBA COUNTY, NC
PNG-C-451-0001042
D
D 03-08-2019 ISSUED FOR BID VT SF BG DRAWING BY VT
STATION ID I WA °A
N
9
PRINCIPAL
ENGINEER
PROFE& 'ARG/ARCHSTAW
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS I SF
DISCIPLINE /RESOURCE CENTER/ LINE NUMBER

'a
0 213214
215
OWNERSHIP
OBED DANE BEATTY
+'
WEDDIE LEWIS GABRIEL +
WEDDIE LEWIS GABRIEL
q
DB 652 -PG 306
DB 2005E -PG 40
DB 2005E -PG 40
a
ACREAGE
L�
EASEMENTS
a
REF. DWG. NO.
3
z
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STREAM PS73
214
40'TCE TEMPORARY
TEMPORARY 215 ACCESS ROAD 25
°' �
�
ACCESS ROAD 25
B
213
TCE
y965+00
PROPOSED 20' PIPELINE
ss2+oo 963+00 964+00
sss+o0 ss.+0o 968+00 96s+00 970+00 971+00 972+00 973+00 97 Z
,
g
w 00 951+00 95 +00 953+00 954+D0 955+00 956+00 957+00 956+00
-
W
THEPIPELINEINFORMATION SHOWN
ONTHIS DRAWINGISACOMPItATION
OF DATA OBTAINED FROM DRAWINGS
FROM VARIOUS souaces.
10'
20'x 141' TCE
/} �I'
'
ACCPO DRACY ODOES R COMPLETENESS
PREE OPOSED 60' PERMANENT EASEMENT
1f'
-�
..,:n
••.
- \.
THE INFORMATIONSHOWN. RIS THE
CONTRACTORS RESPONSIB0.ITY TO
40' X 22B' TCE
II < )-. " II
Kr
LOCATE AND'OR CONFIRM THE
LOCATIONS OF ALL UTILITIES AND
PIPELINES PRIOR TO EXCAVAM
STREAM
USE ERN MX -308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
EC
TEMPORARILY DNERTIPUMP STR M
EC
Wg
TEMPORARILY DNERTIPUMP
C EC
STR
S
FLOW FROM STATION 956+20 TO 957+25
SF- SF-
V
F-
V
FLOW FROM STATION 968+25 TO 966+25
SF -1 Cd F- F- Cd SF-
+
z
w
S
® TS ©
w
z
J
SF- SF-
SF- Cd SF-
Cd SF-
Cd F- Cd SF -1
w
z
J
x
o
a
-
w
0 pg
N
TB
TB
ALL DISTURBED AREAS UNLESS
FTS-C]
OTHERWISE SPECIFIED
WB O OWB OWB O O
O OWB
OWB
O OWB OWB
950+00 951+00 952+00 953+00 954+00 955+00 956+00
957+00 958+00 959+00
960+00
961+00 962+00 963+00 964+00 965+00 966+00 967+00 968+00 969+00 970+00 971+00 972+00 973+00 974+00
MATERIAL SUMMARY
# DESCRIPTION QTY
B
900
— —
--
—
--
----900
1 20' O.D. x 0.375 W.T. API5L-PSL-2; X65; 2400
_
12-14 MILS FBE
880
--- —
-- — -`---
---
— ---- —
880
�'
2 20' O.D. x 0.375' W.T. API51--PSL-2; X65;
12-14 MILS FBE & 40 MILS POWERCRETE
860
--
--
-. -
�0
3 20" STD 3R 45° WELD SEGMENTABLE ELBOW 4
MSS SP75 WPH Y65
EXISTING GRADE
--- .--
LL
e
840
—
^`
— STREAM PS73 —
—
840
4 20' STD 3R 90' WELD SEGMENTABLE ELBOW
820
T-6' MIN, COVER
STREAM PS72
T-6'MIN.COVER
a
MSS SP75 WPH Y65
_
^
b
�
I
800------
� _
I I � �
—
_
� —
—,
-
800
- }
5'MIN. COVER
780
PROPOSED 20" PIPELINE
-„
,--_
-------780
760-----
—,-5 MIN. COVER
—
3
3 3
3
MATERIAL
1
2400'
CMt
CM4 Civil
CM2 I CM1
CM4 CM1
CONST. METHOD
CLASS I MAOP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING USE DIMENSIONS ONLY
REF. DWG(S) PNG-C-451-0001051 PNG-C-451-0001052
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C-051-0001053 PNG-C-451-0001054
NO, DATE REVISION(S) DESCRIPTION BY
-K-07-13-2018
CHK APPD DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 44 OF 46 1 DWG SCALE AS SHOWN
ISSUED FOR 30% SUBMITTAL VT
SF BG AREA CODE 10435
6
REGIONAL
ENGINEER
,`'�� piedmont
`ie
ALIGNMENT SHEET STA. 950+00 TO 974+00
DWG DATE 0 612 012 01 8 SUPERSEDED _
13 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 10107000
C 01-31-2019
ISSUED FOR 90% SUBMITTAL VT
SF BG PROJECT NUMBER 1151527
"1„s
MGR TECH
DRAWING NUMBER REVISION
REG&STD
ENERGY,
Natural Gas
CATAWBA COUNTY, NC
PNG-C-451-0001043
D
D 03-08-2019 ISSUEDFORBID VT SF BG DRAWING BY VT
STATION ID I NIA
PRINCIPAL
ENGINEER
FRQTSSICU`AEN(lARCHSTA4P
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS I SF
DISCIPLINE I RESOURCE CENTER I LINE NUMBER

215 216
217
o m 218 0 219 ,
r 223 r 1:2D
OWNERSHIP
0 ij
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+ SAXBY CT RICHARD H ZADLO c VICTORIA GABRIEL ZADA T
o
SHERRILLS FORD ROAD DUKE ENERGY CAROLINAS LLC of CSX RAILROAD VICTORIA GABRIEL ZADA
+
05E -PG m
rn DB 20 40 DB 1335 -PG 64 (SR -1956) DB 1408 -PG 671
m DB 3377 -PG 1635 DB 3229 PG 5
(SR -1848) DB 2968 PG 1829 DB 3229 PG 5
Q
ACREAGE
z
EASEMENTS
REF. DWG. NO.
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\
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215 BORE PR
/
BORE
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_ Y
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HDD ENTRY POINT
I
�'
/ 9jB
/ 218
/j�i PROPOSED 20' PIPELINE
T �I%%���;i' J/•^'/J -
1 �- p —�c o
o
RJ`
TCE i
981+00 98 +00 983+00
984+00 985+DO 986+00 9 988+00 989+00
990+00 991+00 992+00 993+00 994+00 995+00 996+00 997+00 9 Z
J
J/C
216 /'45
217
o
223
40 226
O�
219
pF9
ye
THE PIPELINE INFORMATION SHOWN
wox
Y4� 5�
40'x 83' TCE 4D' x 126' TGE
}�
ON THIS DRA.WINGISA COMPIvaION
OF DATA OBTAINED FROM DRAWINGS
�Q- E PR 20'x60'
BOR
C
FROM vnnauS SOURCES.
Po"o ODES NOT GUARANTEE THE
WETLAND WL75
PROPOSED 60' PERMANENT EASEMENT PERMANENT
ACCURACY OR COMPLFrENESS OF
THE INFORMATION SHOWN, IT Is THE
�'
TCE
BORE 24 HDD2.3 ACCESS ROAD 26
CONTRACTOR S REsPoNsIBILm
LOCATE ANooR CONFIRM THE
To TEMPORARY ' _ _
BORE 22 HDD2-1
BORE 21 SAXBY
LOCATIONS OF ALL UTILITIES AND
PIPELINES PRIOR TO EXCA.r i
ACCESS ROAD 25A >_ TCE
CE CE
USE ERNMX-308 NORTH CAROLINA PIEDMONT FACW MIX OR EQUIVALENT IN WETLANDS AND VEGETATED BUFFER AREAS
Y
WRAP TWO S OF SF -2
d
1
AROUND HDD AREA
w
PROVIDED CONTAINMENT FOR
w
o
i
?
DRILLING FLUIDS AS NEEDED
i
QM PS
ti
qz
ALL DISTURBED AREAS
UNLESS
OTHERWISE SPECIFIED
W8 CE CE
974+00 975+DD 976+00 977+00 978+DO 979+00
980+00 981+00 982+00 983+00
984+00 985+00 986+00 987+00 988+00 989+00 990+00 991+00 992+00 993+00 994+00 995+00 996+00 997+00 998+00
MATERIAL SUMMARY
900
UIG TELEPHONE LINE
G '
L ROWUIG
9DO
# DESCRIPTION QTY
ENTRY POINT
—
CIL ROAD — --
1 20" O.D. x 0.375" W.T. API -5L -PSL -2; X65; 569
g
w
880
UIG WATER LINE
—
ELLINE . CIL ROAD HDD
TELEPHONE
—
880
12-14 MILS FEE
GL
CSX RAILROAD
—
_ _ _
—
2 20' O.D. x 0.375" W.T. API -5L -PSL -2; X65; 1831
a
o
_
— _ -- -- —
J
�
E MISTING
12-14 MILS FBE & 40 MILS POWERCRETE
860
—
R 0 !i'
BORE
J
__
`
_
�/i
I
--
—
860
3 2D'STD3R45°WELDSEGMENTABLEELBOW 2
MSS SP75 WPH Y65
35' MIN. COVER
2' (IN, )LR. VER
5' MIN. COVER PIT 20'x60
— �' UIG FIBER OPTIC
�
�
\ I I
_�
_--,—
_—_ _
w
o
e
840
_ —
TYP
BORE PIT 20'
_BORE
— — UIG WATER LINE UIG TV CABLE
\ \
840
4 20' STD 3R 90° WELD SEGMENTABLE ELBOW
MSS SP75 WPH Y65
a
820
BORE PIT 20x60
— --
UIG TELEPHONE LINE L�
— UIG FIBER OPTICAj
\---
620
--
—
/ L.
5 TEST STATION 3
EX. PIPELINE
800
- 25' MIN. COVER
— — UIG FORCEMAN LINE
—
—
—
—
-- —
—
--
___800
780
-- PROPOSED 20" PIPELINE
780
—
—
--
--
32'COVER
_
760
--
PROPOSED HDD -002 @ROADS, RAI ROAD AND WETLAND --
760
—
--T—
—
0
--
SEE REFI DW G. PNG-C-451-0001047
3 3
5
5
o5
�Of O f7 f7 N
+ t f
�
N
O
8
tO r Orf Orf
rn rn rn
Ori m
�
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MATERIAL
1 2 1
2 1
2
233' 80' 199'
80' 137'
1671'
CONST. METHOD
CM1 BORE CM2 BORE CMi
HDD
cuss I MADP
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S) PNG-C-051-0001047 PNG-0451-0001051
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 DISCLOSURE
ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-6-051-0001004
NO. DATE REVISION(S) DESCRIPTION
BY CHK APPD DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 45 OF 46 I DWG SCALE AS SHOWN
A 07-13-2018
ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE 10435
NITIALS
REGIONAL
ENGINEER
DUKE
Piedmont
C�'I Gas
ALIGNMENT SHEET STA. 974+00 TO 998+00
DWG DATE 06/2012018 SUPERSEDED _
B 10-05-2018 ISSUED FOR 60% SUBMITTAL VT SF BG ACCOUNT NUMBER 0107000
C 01-31-2019
ISSUED FOR 90% SUBMITTAL
VT SF BG PROJECTNUMBER 1151527
DDE
"R"S
MGR TECH
DRAWING NUMBER REVISION
Natural
D 03-08-2019 ISSUED FOR BID
VT SF BG DRAWINGBY VT
REC&STD
CATAWBA COUNTY, NC
PNG-C-451-0001044
D
STATION ID I NA
DATE
INTALS
PRINCIPAL
ENGINEER
FROTSM EINGARMSTAW
COPYRIGHT 2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS SF
DISCIPLINE I RESOURCE CENTER I LINE NUMBER

c
226
228
2 228
OWNERSHIP
m VICTORIA
GABRIEL ZADA o
DUKE ENERGY CAROLINAS LLC
MARSHALL ROAD N DUKE ENERGY LLC
1
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DB 3229 -PG 5
DB 29WG 421
(SR -1896) DB 2954 -PG 421
'
4
Z22
Z2
ACREAGE
ri
a
EASEMENTS
REF. DWG. NO.
w
w
H- J
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it
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�\``� �a
EX. 150' DUKE UTILITY
226
OVERHEAD TCE
101 +00
'r 101 +Qm
= J /, i 1 \
•,h. - e.,.
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`
POSED 60' PERMANENT
EAS
`I
2
7 PROPOSED 20' PIPELINE
' TC
40E
1 I
00
226
20
^
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¢ /
TEMPORARY
ACCESS ROAD 28
60RSHALL-2 \
TPo HDD EXIT POINT
�, ?
ray
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`00
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x
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T 40'
.
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TEMPORARY
BORE 28 MARSHALL -1
g
�\ ACCESS OA
SS
THE PIPELINE INFORMATION SHOWN
ON THIS DRAWING IS A CONPILAT ON
OFDATA
FAA O0AINED FROM
BORE 25 HDD2��
\
CES.DRAWINGSFRO
POND DOES NOT GUARANTEE THE
STREAM PB76
ACC RACYCIRCOMPLETENESS OF
THE INFORMATION SHOWN. RISTHE
CONTRACTORSCTORSRESPON3180.RY TO
LOCATIONS OF CONFIRM THE
LOCATIONS ALL UI SAND
100' x 491' TCE
80' x 1016TCE
!-4
PIPELINES PRIOR TO E%CAVATgN,
EXCAVATION.
S
SF-
SF-
WRAP TW031ZrWS OF SF
SF -1 Cd Cd
�
¢
-2
i
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AROUND HDD AREA
PROVIDED CONTAINMENT FOR
DRILLING FLUIDS AS NEED
EC
'
w
o
5
® TS ®
SF-
F- Cd
SF -1 Cd Cd SF-
w
=
QM PS
u~i
a
ALL DISTURBED AREAS UNLESS
OTHERWISE SPECIFIED
TSC
WB CE CE
998+00
999+00
1000+00 1001+00 1002+00
1003+00 1004+00 1005+00 1006+00 1007+00
1008+00
1009+00 1010+00 1011+00 1012+00 1013+00 1014+00
1015+00 1016+00
1017+00
1018+00
1019+00
1020+00
MATERIAL SUMMARY
B
90 0
9�
-- -- --
----
# DESCRIPTION QTY
—
1 20" O.D. x 0.375' W.T. API -5L -PSL -2; X65; 1190
12-14 MILS FBE
g--
w
880--—
880
' CIL ROAD
--
2 20' O.D. x 0.375 W.T. API -5L -PSL -2; X65; 645
12-14 MILS FBE & 40 MILS POWERCRETE
o
860
__
EXISTING GRADE
--
_...
__ _.... POINT _ ...
_.
860
----
—
--
--
3 20" STD 3R 45" WELD SEGMENTABLE ELBOW
MSS SP75 WPH Y65
840
— STREAM PS76
— — --
--
— — --
—
840
—
—
4 20'STD 3R90°WELD SEGMENTABLEELBOW
3
r '
_--
a
820
_ _
__ _
---
_ __
—
I
_
3'6„MIN.
--
COVER
—
_.
MSS SP75 WPH Y65
j.
800
_
PROPOSED 20' PIPELINE
BORE PIT 20'X60' I—5'1MIN.COVER
5_MIN. C0� 20'x12'
PIT
820
800
— —_
20' COVER
—
§
�
780
--
--_
—
-- j --
i
780
PROPOSED HDD -002 @ ROADS; RAILROAD & STREAM
760
SEE REF. DWG. PNG-C-051-0001047___. ._. _
--
— -
t _
--
T
760
--
e
I
4
4
4
5P Y Y
S
0
0 0
MATERIAL
1
2 1
2
565'
796'
80' 394'
3
HDD
CM1
CM2
CM1 BORE CM1
CONST. METH OD
CLASS / MAOPI
CLASS III 11000 PSIG
PROPRIETARY & CONFIDENTIAL
ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S) PNG-C-051-0001047 PNG-0-451-0001051
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-6451-0001005
NO. DATE
REVISION(S) DESCRIPTION
BY CHK APPD DESCRIPTION
APPROVALS
LINE 451 PIPELINE PROJECT
SHEET(S) 46 OF 46 DWG SCALE AS SHOWN
A 07-13-2018
ISSUED FOR 30% SUBMITTAL
VT SF BG AREA CODE 0435
ninLa
REGIONAL
DWG DATE 0612012018 SUPERSEDED
I
Piedmont
ALIGNMENT SHEET STA. 998+00 TO 1016+35
B 1-05-2018 ISSUED FOR 60% SUBMITTAL F BG ACCOUNT NUMBERDIM
C 01-31-2019
ISSUED FOR 90% SUBMITTAL
101515207
VT SF BG PRO ECT NUMBER1011515270
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MGRTECHR
DRAWING NUMBER
REVISION
REC.S STD
,er�RiY Natural Gas
CATAWBA COUNTY, NC
PNG-C-451-0001045
D
D 03-08-2019 ISSUEDFORBID VT SF BG DRAWING Or VT
STATION ID NIA
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PRINCIPAL
ENGINEER
PROFESSIONALEWARCHSTILW
COPYRIGHT2018
Hickory Resource Center, Hickory, NC
CHECKER INITIALS SF
DISCIPLINE/ RESOURCE CENTER I LINE NUMBER