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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY GRAPHICS
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 SCALE o soo 1200
Feet
NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEETS DWG SCALE 1" - 600'
0 03/18/2019 ISSUED FOR CONSTRUCTION DRG KAO CXR AREA CODE 2331 DATE NITIALS REGIONAL PLEASANT GARDEN ROAD 12" LOOPING PROJECT
SHEET(S)
ACCOUNT NUMBER 10700 - N/A ENGINEER DWG DATE 02/01/2019 SUPERSEDED
PROJECT NUMBER 0214646 DATE INITIALS MGR TECH DUKEr6lilNatural PiedmontPLAN INDEX DRAWING NUMBER REVISION
N/A REC&STDENERGY. GasDRAWING BY DRGTOWN OF PLEASANT GARDEN NORTH CAROLINA PNG C-330-0001000 0
STATION ID 2-TR-GBO-6118 DATE INITIALS PRINCIPAL
3
PROFESSIONAL ENG/ARCHSTAMP CHECKER INITIALS KAO - N/A ENGINEER COPYRIGHT 2018 GREENSBORO RESOURCE CENTER, NORTH CAROLINA CIVIL / GREENSBORO / LINE 330 EXTENSION

PROJECT NARRATIVE
DUKE ENERGY'S NATURAL GAS BUSINESS UNIT (DUKE) PROPOSES TO CONSTRUCT A NEW NATURAL GAS
PIPELINE NEAR THE TOWN OF PLEASANT GARDEN IN GUILFORD COUNTY, NORTH CAROLINA IN ORDER TO
IMPROVE OVERALL SYSTEM STRENGTH AND ALLOW FOR FUTURE DEMAND GROWTH IN THE AREA. THE
PROJECT WILL INCLUDE THE INSTALLATION OF APPROXIMATELY 5.1 MILES OF 12 -INCH DIAMETER STEEL
NATURAL GAS PIPELINE, MODIFICATIONS TO AN EXISTING NATURAL GAS FACILITY AT THE SOUTHERN
TERMINUS OF THE PROJECT, AND THE INSTALLATION OF A NEW REGULATOR STATION AT THE NORTHERN
TERMINUS OF THE PROJECT. THE PROJECT WILL INCLUDE CROSSINGS BENEATH SEVERAL PAVED ROADS, A
SINGLE UNPAVED ROAD, 3 LIQUIDS PIPELINES OWNED BY COLONIAL PIPELINE COMPANY, AND A NORFOLK
SOUTHERN RAILROAD TRACK VIA CONVENTIONAL BORING METHODS. THE PROJECT ALSO INCLUDES
OPEN -CUT TRENCHING THROUGH MULTIPLE STREAMS AND WETLANDS WITHIN THE PROJECT CORRIDOR. IT IS
ANTICIPATED THAT A LAYDOWN YARD/PIPE STORAGE FACILITY WILL BE SECURED WITHIN THE TOWN OF
PLEASANT GARDEN TO SUPPORT THIS PROJECT. THE PROJECT WILL INCLUDE 5 TEMPORARY ACCESS ROADS
AND 1 PERMANENT ACCESS ROADS TO PROVIDE CONSTRUCTION ACCESS AND FUTURE MAINTENANCE
ACCESS TO THE PERMANENT ROW
EXISTING SITE CONDITIONS
THE PROJECT IS LOCATED WITHIN THE PIEDMONT PHYSIOGRAPHIC REGION WHICH IS TYPICALLY
CHARACTERIZED BY RELATIVELY LOW, ROLLING HILLS. STREAMS AND WETLANDS ARE OFTEN LOCATED
WITHIN THE LOWER ELEVATIONS ADJACENT TO THE HILLS. THE VEGETATION WITHIN THE PROJECT CORRIDOR
IS DOMINATED BY MIXED HARDWOOD, SHRUBS, AND EARLY SUCCESSIONAL GRASSES AS WELL AS
MAINTAINED LAWNS. THE AREA WITHIN, AND DIRECTLY ADJACENT TO, THE PROJECT CORRIDOR IS TYPICALLY
COMPRISED OF AGRICULTURAL/PASTORAL, LOW-DENSITY RESIDENTIAL, AND UNDEVELOPED/FORESTED LAND
USES. THE NEARBY TOWN OF PLEASANT GARDEN ALSO INCLUDES MODERATE DENSITY RESIDENTIAL
DEVELOPMENT, LIGHT MANUFACTURING, LIMITED COMMERCIAL LAND USES. APPROXIMATELY 40% OF THE
PROJECT IS DIRECTLY ADJACENT TO, OR IN CLOSE PROXIMITY TO, AN EXISTING, MAINTAINED ELECTRIC
TRANSMISSION RIGHT-OF-WAY AND SEVERAL RESIDENTIAL STRUCTURES AND OUTBUILDINGS ARE LOCATED IN
CLOSE PROXIMITY TO THE PROJECT CORRIDOR.
EROSION AND SEDIMENT CONTROL NARRATIVE
ALL WORK WILL BE COMPLETED WITHIN DUKE ACQUIRED PERMANENT EASEMENTS, TEMPORARY
CONSTRUCTION EASEMENTS, NCDOT ENCROACHEMENTS, AND TEMPORARY ACCESS ROADS. LOCATIONS
WILL REQUIRE EQUIPMENT ACCESS AND SEDIMENT & EROSION CONTROL MEASURES AS SHOWN ON THESE
PLANS FOR PERMITTING PURPOSES.
ALL PROPOSED WORK FOR THIS PROJECT IS LOCATED WITHIN THE NC DEQ - WINSTON-SALEM REGION. THE
DISTURBED AREA IS ESTIMATED TO BE 59.8 ACRES.
PRIOR TO INITIATING TEMPORARY AND PERMANENT CONSTRUCTION PHASES ASSOCIATED WITH THE NEW
PIPELINE, A DUKE ENERGY CONSTRUCTION CONTRACTOR WILL INSTALL EROSION CONTROL MEASURES TO
ENCOMPASS THE ANTICIPATED CONSTRUCTION LIMITS.
GENERAL NOTES
1. INSTALLER SHALL FURNISH ALL MATERIALS NOT PROVIDED BY THE COMPANY (UNLESS OTHERWISE NOTED
ON DRAWINGS OR SPECIFICATIONS) INCLUDING EQUIPMENT TRANSPORTATION, SERVICES AND PERFORM
ALL NECESSARY WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREINAFTER.
2. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO VERIFY ALL DIMENSIONS GIVEN ON THE
DRAWINGS. ANY ITEM IN QUESTION SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER
PRIOR TO PROCEEDING WITH THE WORK.
3. INSTALLER SHALL BE RESPONSIBLE FOR PROTECTION OF ALL SURROUNDING AREAS.
4. ALL BELOWGROUND WELDS SHALL BE COATED WITH HBE-95 OR SP -2888 PER PERTINENT PIEDMONT
DESIGN AND CONSTRUCTION STANDARDS.
5. ALL ABOVEGROUND PIPING TO BE BLASTED TO CORRECT SOCIETY FOR PROTECTIVE COATINGS (SSPC)
SURFACE PROFILE. PAINT SYSTEM TO BE UTILIZED SHALL BE PER PERTINENT PIEDMONT DESIGN AND
CONSTRUCTION STANDARDS.
6. UPON BACKFILLING IN AREAS OF ROCK, BURIED PIPE SHALL HAVE 6" OF SAND PAD FILL PLACED AROUND
THE PIPE'S CIRCUMFERENCE.
7. PRESSURE TESTING SHALL MEET THE REQUIREMENTS OF PNG'S PRESSURE TESTING STANDARD, PER
PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS.
8. INSTALLER SHALL DEWATER ALL HYDROSTATICALLY TESTED PIPING, USING CLEANING PIGS AS REQUIRED,
AND DRY TO A DEWPOINT OF -40 OF PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS.
9. NCUC SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO CONDUCTING HYDROSTATIC TESTING.
10. WHEN CONFLICTS BETWEEN DESIGN DETAILS AND PNG CONSTRUCTION STANDARDS / MANUALS EXIST,
THE MORE STRINGENT REQUIREMENTS SHALL APPLY. CONTRACTOR SHALL NOTIFY PNG PROJECT
MANAGER IMMEDIATELY FOLLOWING IDENTIFICATION OF CONFLICTS.
CONSTRUCTION NOTES
1. EXISTING OVERHEAD AND BELOWGROUND FACILITIES MAY BE IN THE WORK AREA VICINITY. INSTALLER IS
RESPONSIBLE FOR HAVING SUCH FACILITIES LOCATED AND IS RESPONSIBLE FOR MAINTENANCE AND
PRESERVATION OF THESE FACILITIES.
2. PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS, INSTALLER IS REQUIRED TO CALL
811 FOR UTILITY LOCATES A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF WORK. NO EXTRA
COMPENSATION WILL BE ALLOWED FOR DELAYS FROM ANY WORK PROVIDED BY OTHER UTILITIES.
3. IF EXISTING UTILITIES OF ANY TYPE ARE ENCOUNTERED IN THE FIELD AND DEEMED TO BE IN CONFLICT
WITH INSTALLATION OF FACILITIES, INSTALLER SHALL NOTIFY THE PROJECT MANAGER IMMEDIATELY SO
THE CONFLICT MAY BE RESOLVED.
4. WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, INSTALLER SHALL PROVIDE AND MAINTAIN
TEMPORARY OUTLETS AND CONNECTIONS FOR PRIVATE DRAINS OR SEWERS. RESTORATION OF THESE
FACILITIES IS TO BE PERFORMED ONCE CONSTRUCTION IS COMPLETE AND ARE CONSIDERED INCIDENTAL
COSTS OF THE PROJECT.
5. ALL DRAWING MEASUREMENTS ARE TO BE TAKEN FROM EXISTING GRADE. FINAL GRADE SHALL BE
MATCHED TO SURROUNDING GRADE AS PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION
STANDARDS.
6. INSTALLER IS TO REMAIN WITHIN CONSTRUCTION WORKING LIMITS. ACCESS TO AREAS OUTSIDE WORKING
LIMITS MUST BE COORDINATED WITH THE OWNER OR PIEDMONT PROJECT MANAGER.
7. ALL EXCESS EXCAVATION, CONSTRUCTION DEMOLITION DEBRIS AND UNSUITABLE MATERIALS THAT DO
NOT CONTAIN ASBESTOS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED.
8. STANDARD SPECIFICATIONS REFERENCED ON THIS SHEET AND CONSTRUCTION PLANS ARE CONSIDERED
AS PART OF THE CONTRACT DOCUMENTS. INCIDENTAL ITEMS OR ACCESSORIES NECESSARY TO
COMPLETE THIS WORK MAY NOT BE SPECIFICALLY NOTED, BUT ARE CONSIDERED TO BE A PART OF THIS
CONTRACT.
9. BEFORE ACCEPTANCE BY THE OWNER AND FINAL PAYMENT, ALL WORK SHALL BE INSPECTED AND
APPROVED BY PIEDMONT OR COMPANY REPRESENTATIVE. FINAL PAYMENT SHALL BE MADE AFTER ALL OF
THE INSTALLER'S WORK HAS BEEN ACCEPTED AND APPROVED AND IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS.
10. DURING CONSTRUCTION, ALL LOOSE MATERIAL THAT ARE DEPOSITED IN THE FLOW LINE OF GUTTERS,
DRAINAGE STRUCTURES, DITCHES, ETC. SUCH THAT THE NATURAL FLOW LINE OF WATER IS OBSTRUCTED,
SHALL BE REMOVED AT THE END OF EACH WORK DAY.
11. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE EXTENDED TO OUTLET INTO AN
EXISTING DRAINAGE WAY. A RECORD OF ALL FIELD TILE FOR ONSITE DRAIN PIPE ENCOUNTERED SHALL BE
KEPT BY THE INSTALLER AND TURNED OVER TO THE PROJECT MANAGER UPON COMPLETION OF THE
PROJECT.
12. INSTALLER IS REQUIRED TO MAINTAIN A SET OF ISSUED FOR CONSTRUCTION DRAWINGS AND ALL PERMITS
AT THE JOB SITE. ANY MODIFICATIONS OR ALTERATIONS TO THE PLANS OR SPECIFICATIONS SHALL BE
APPROVED BY THE PROJECT MANAGER.
13. INSTALLER IS SOLELY RESPONSIBLE FOR EXECUTION OF HIS/HER WORK IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS AND SPECIFICATIONS. INSTALLER IS RESPONSIBLE FOR THE CONSTRUCTION
METHODS AND TECHNIQUES, SEQUENCES, TIME OF PERFORMANCE ALL SAFETY PRECAUTIONS.
14. MINIMUM DEPTH OF BURIAL SHALL BE PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION
STANDARDS.
15. ALL PIPELINES BEING CROSSED ARE TO BE PROTECTED WITH A MINIMUM OF (3) 4 FEET X 18 FEET WOODEN
MATS.
16. PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS, FOR OPEN DITCH EXCAVATION, A
MINIMUM OF TWO FEET OF SEPARATION SHALL BE MAINTAINED BETWEEN ALL CROSSING STRUCTURES.
SEPARATION BETWEEN CROSSING STRUCTURES AND PIPELINES THAT ARE INSTALLED VIA DIRECTIONAL
DRILLING METHODS IS AT THE DISCRETION OF ENGINEERING.
17. DURING BACKFILLING, A SIX INCH CROWN SHALL BE PLACED ON ALL DISTURBED AREAS. COMPACTION
REQUIREMENTS SHALL BE PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS.
18. BOLTS FOR FLANGES TO BE TORQUED PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION
STANDARDS.
19. CONTRACTOR SHALL INSTALL ORANGE SAFETY FENCE TO DUKE SPECIFICATIONS WHEN CONSTRUCTION
ACTIVITIES OCCUR IN CLOSE PROXIMITY TO ELECTRIC TOWERS.
CIVIL AND STRUCTURAL NOTES
1. ADDITIONAL EXCAVATIONS BELOW FOOTINGS MAY BE NECESSARY TO REACH UNDISTURBED SOIL. SHOULD
THIS OCCUR, THE EXCAVATION SHALL BE BROUGHT TO THE BOTTOM OF THE FOOTING ELEVATION WITH
COMPACTED SAND FILL MEETING THE REQUIREMENTS OF MODIFIED PROCTOR COMPACTION TEST (ASTM
D1557) TO 95% IN SIX INCH LIFTS.
2. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 1" X 1" 45° CHAMFER.
3. CONCRETE SHALL BE MIXED AND POURED PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION
STANDARDS. TESTING SHALL CONFORM TO ACI 318. INSTALLER TO SUPPLY ALL CONCRETE AND TESTING.
4. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 SPECIFICATION. STEEL REINFORCING BAR SHALL
CONFORM TO ASTM A615 GRADE 60 AND WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. TIE WIRE
SHALL CONFORM TO ASTM A82.
5. UNSUITABLE OR EXCESS EARTH SPOIL SHALL BE DISPOSED OF AT AN APPROVED WASTE LOCATION. SOIL
BEING TRANSPORTED ONTO THE JOB SITE SHALL BE APPROVED BY EITHER THE PROJECT MANAGER OR
CONSTRUCTION MANAGER.
6. ROCKSHIELD OR SIMILAR COMPANY APPROVED PRODUCT MUST BE INSTALLED BETWEEN ALL PIPE AND
FITTINGS THAT COME INTO CONTACT WITH CONCRETE. A LAYER OF NON ABRASIVE MATERIAL SUCH AS
FRP SHALL BE INSTALLED BETWEEN ALL PIPE SUPPORTS AND PIPING.
7. ALL FIELD BENDING OF REBAR SHALL BE DONE COLD.
SOIL EROSION AND SEDIMENT CONTROL NOTES
1. INSTALLER IS TO CONSTRUCT ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES AT THE
COMMENCEMENT OF THE PROJECT, PROVIDE MAINTENANCE AND ASSURE EFFECTIVENESS THROUGHOUT
THE DURATION OF THE PROJECT.
2. CARE SHALL BE TAKEN TO MINIMIZE DOWNSTREAM SILTATION. RAW BANKS MAY BE SEEDED AND MULCHED
TO PREVENT EROSION.
3. ALL SPOILS INCLUDING ORGANIC SOILS, VEGETATION AND DEBRIS SHALL BE REMOVED FROM THE SITE
AND PROPERLY DISPOSED OF IN SUCH A MANNER AS TO NOT ERODE INTO ANY BODY OF WATER OR
WETLAND.
4. SILT FENCING SHALL BE PLACED WHERE NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE WORK
AREA.
5. CATCH ALL INLET FILTERS ARE REQUIRED AT ALL SEWER INLETS, GRATES AND MANHOLES FOR SEDIMENT
CONTROL.
6. WETLAND AREAS SHALL HAVE SILT FENCING AND ONE LAYER OF STRAW LOG INSTALLED NO CLOSER THAN
50 FEET FROM POINT OF WETLAND DELINEATION.
7. TOPSOIL STOCKPILES SHALL BE LOCATED TO AVOID EROSION OF SAID STOCKPILE ONTO OFFSITE AREAS.
8. ALL ENVIRONMENTAL MEASURES SHALL BE PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION
STANDARDS.
9. THE TOTAL PROJECT DENUDED AREA IS 60.08 AC.
10. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL AND STATE
STANDARDS -SPECIFICALLY THE NC EROSION & SEDIMENT CONTROL MANUAL, AND LOCAL ORDINANCES.
11. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION & SEDIMENT CONTROL
MEASURES TO ENSURE DEVICES ARE FUNCTIONING PROPERLY TO MINIMIZE EROSION AND SEDIMENT
TRANSFER. ALL AREAS SHALL BE INSPECTED WEEKLY, OR WITHIN 24 HOURS OF A RAIN EVENT PRODUCING
1/2" OR GREATER PRECIPITATION, AND DOCUMENTED ON NPDES PERMIT MONITORING RECORDS.
12. A RAIN GAUGE SHALL BE INSTALLED AND MAINTAINED ON SITE. SELF -INSPECTIONS AND NC DEQ
MONITORING RECORDS SHALL BE COMPLETED BY THE CONTRACTOR - SEE LINK
(http://deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/forms). AN APPROVED
COPY OF THE E&SC PLAN WITH PLACARD & APPROVAL LETTER, COPY OF THE NPDES PERMIT, AND A
MINIMUM OF 30 DAYS OF SELF -INSPECTION REPORTS ARE TO BE KEPT ON SITE UNTIL PROJECT CLOSURE
BY NC DEQ.
13. E&SC MEASURES SHALL BE INSTALLED AT ANY AREAS USED FOR CONTRACTOR EQUIPMENT STAGING,
MATERIALS LAYDOWN, SPOIL, OR WASTE AREAS. STAGING AREAS AND MATERIAL STOCKPILES FOR THIS
PROJECT WILL BE LOCATED WITHIN APPROVED LIMITS OF DISTURBANCE AND ENCOMPASSED BY SILT
FENCE EXCEPT FOR THE POINTS OF ACCESS TO THE AREA.
14. ANY DEWATERING OF SEDIMENT CONTAINMENT DEVICES FOR MAINTENANCE OR REMOVAL SHALL BE DONE
THROUGH A SILT BAG.
15. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD CONDITIONS INCLUDING THE
USE OF MATTING ON ALL DISTURBED AREAS IF WET CONDITIONS ARE PRESENT.
16. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO
ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS.
17. ALL MATERIALS REQUIRED FOR INSTALLATION OF SEDIMENTATION AND EROSION CONTROL MEASURES
SHALL BE AVAILABLE ON SITE BEFORE ANY LAND DISTURBING ACTIVITY IS BEGUN.
CLEARING AND CONSTRUCTION NOTES:
THE FOLLOWING ACTIVITIES SHALL BE FOLLOWED BY DUKE ENERGY AND ITS CONTRACTORS FOR THE
PROJECT.
1. ALL CONSTRUCTION ACCESS PARTICULARLY THOSE CROSSING BRANCHES THAT ARE NOT SHOWN ON THE
APPROVED PLANS SHALL FOLLOW THE TYPICAL DETAILS INCLUDED IN THIS PLAN SET.
2. ALL ROAD BEDS, SLOPES, AND DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY AND SEEDED
WITHIN 7 WORKING DAYS OF COMPLETION OF ANY GRADING.
3. ALL ROAD BEDS, SLOPES, AND DISTURBED AREAS SHALL BE STABILIZED AT THE END OF EACH WORK DAY.
4. MINOR FIELD ADJUSTMENTS TO THE PROPOSED SEDIMENT AND EROSION CONTROL MEASURES (SUCH AS
SHIFTING THE POSITION OR DIRECTION OF A SILT FENCE) WILL BE NECESSARY TO ACCOUNT FOR REAL
TERRAIN CONDITIONS. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES COULD BE NECESSARY
TO PREVENT SEDIMENT TRANSPORT OFF-SITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AT ALL
TIMES TO PREVENT EROSIVE CONDITIONS AND PREVENT SEDIMENT TRANSPORT OFF-SITE. SHOULD
QUESTIONS OR CONCERNS ARISE REGARDING THE IMPLEMENTATION OF THESE E&SC PLANS, PLEASE
CONSULT THE ENGINEER FOR ASSISTANCE. MAJOR DEVIATIONS TO THE APPROVED E&SC PLANS MUST BE
REPORTED AND APPROVED BY NCDEQ.
5. SEDIMENT AND EROSION CONTROL MEASURES MUST BE MAINTAINED ON A DAILY BASIS DURING ALL
CONSTRUCTION OPERATIONS.
6. INSTALLATION AND REPAIR OF ACCESS ROADS SHALL USE SILT FENCE ON THE DOWN GRADIENT SIDE OF
THE ROAD AND WATER BARS TO DIVERT DRAINAGE BACK TO EXISTING CONDITIONS.
7. SEEDING FOR SITE STABILIZATION SHALL OCCUR IMMEDIATELY FOLLOWING THE COMPLETION OF ANY
PHASE OF PROJECT CONSTRUCTION. SEEDING FOR STABILIZAITON (TEMPORARY OR PERMANENT) SHALL
NOT LAG CLEARING OPERATIONS BY MORE THAN 2,000 FEET.
8. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN
APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL
REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION
ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED
BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR
DIVISION OF WATER RESOURCES RULES AND REGULATIONS. [15A NCAC4B.0110]
LEGEND
PIEDMONT NATURAL GAS PIPELINE
R R R PROPERTY LINE
1150 LINE LIST NUMBER
STRUCTURES
EXISTING PIPELINE EASEMENT
EXISTING RAILROAD EASEMENT
- - - - - - EXISTING ROAD RIGHT OF WAY
- - EXISTING DUKE ENERGY EASEMENT
83o MAJOR CONTOUR
MINOR CONTOUR
LIDAR DATA
SURVEY / LIDAR DATA BOUNDARY
LIDAR DATA 2093
GAS GAS EXISTING GAS LINE
// // EXISTING COLONIAL PIPELINE
-XXX-X-X-X-X-X-X- EXISTING FENCE LINE
EXISTING RAILROAD CL OF TRACKS
EXISTING TREE LINE
EXISTING DITCH
EXISTING CULVERT
T EXISTING TELEPHONE LINE
fc( EXISTING POWER POLE
OHE OHE EXISTING OVERHEAD ELECTRIC
EXISTING DELINEATED POND
EXISTING DELINEATED WETLAND
PROPOSED PERMANENT EASEMENT
PROPOSEDTEMPORARY
CONSTRUCTION EASEMENT
PROPOSED FACILITY
PROPOSED ACCESS ROAD (IMPROVED)
PROPOSED ACCESS ROAD (PERMANENT)
PROPOSED ACCESS ROAD (UNIMPROVED)
PROPOSED ANODE BED
PROPOSED LAYDOWN YARD
- PROPOSED CONVENTIONAL BORE
PROPOSED BORE PIT
FS12
EXISTING ELECTRIC TOWER
SS
EXISTING SANITARY SEWER
ss, ss, ss,
EXISTING SANITARY SEWER MANHOLE
-
EXISTING DELINEATED STREAM
EXISTING DELINEATED POND
EXISTING DELINEATED WETLAND
PROPOSED PERMANENT EASEMENT
PROPOSEDTEMPORARY
CONSTRUCTION EASEMENT
PROPOSED FACILITY
PROPOSED ACCESS ROAD (IMPROVED)
PROPOSED ACCESS ROAD (PERMANENT)
PROPOSED ACCESS ROAD (UNIMPROVED)
PROPOSED ANODE BED
PROPOSED LAYDOWN YARD
- PROPOSED CONVENTIONAL BORE
PROPOSED BORE PIT
FS12
PROPOSED 12" COMPOST FILTER SOCK
CFS24
PROPOSED 24" COMPOST FILTER SOCK
ss, ss, ss,
PROPOSED SILT FENCE
ss2 ssz ssz
PROPOSED REINFORCED SILT FENCE
>>>
PROPOSED WATER BAR
-x -x-
PROPOSED ORANGE SAFETY FENCE
822
PROPOSED MINOR CONTOURS
820
PROPOSED MAJOR CONTOURS
TEMPORARY MATTING (SLOPES AND CHANNELS)
�
PROPOSED ROCK CONSTRUCTION ENTRANCE
MAT
PROPOSED TIMBER MATS
Tg
TEMPORARY BRIDGE
SC
STREAM CROSSING (OPEN -CUT)
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SILT FENCE OUTLET
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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.1 DATE REVISION(S) DESCRIPTION BY CHK APPD I DESCRIPTION APPROVALS
0 03/18/2019 ISSUE FOR BID DRG EH AREA CODE 2331 DATE INITIALS
REGIONAL
ACCOUNT NUMBER 10700 - N/A ENGINEER
PROJECT NUMBER 0214646 DATE INITIALS MGR TECH DUKEPiedmont
DRAWING BY DRG N/A REC & STD ENERGY, r6lil Natural Gas
STATION ID 2-T-GBO-3518 DATE INITIALS PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP CHECKER INITIALS EH N/A ENGINEER COPYRIGHT 2018
PLEASANT GARDEN ROAD 12" LOOPING PROJECT SHEET(S) I DWG SCALE
DWG DATE 10/16/2018 SUPERSEDED
LEGEND AND NOTES DRAWING NUMBER
TOWN OF PLEASANT GARDEN, NORTH CAROLINA PNG G-330-0001001
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NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 03 DWG SCALE
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03/18/2018
ISSUE
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DATE
IN/ALS
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DWG DATE 10/17/2018 SUPERSEDED
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ACCOUNT NUMBER
10700
DATE
INITIALS
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0214646
N/A
MGR TECH
'c ENERGY.; Natural Gas
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REVISION
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NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
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APPROVALS
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
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NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
SHEET(S) DWG SCALE
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0
03/18/2018
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ENGINEER
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10700
DATE
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0214646
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NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
SHEET(S) DWG SCALE 1" - 50'
0
03/18/2018
ISSUE FOR BID
DRG
KAO
-
AREA CODE
0435
DATE
IN/ALS
REGIONAL
ENGINEER
4%)ENERGY.
Piedmont
ALIGNMENT SHEET STA:39+50 TO STA:52+50
DWG DATE 10/17/2018
SUPERSEDED —
ACCOUNT NUMBER
10700
PROJECT NUMBER
0214646
DATE
INITIALS
MGR TECH
DRAWING NUMBER
REVISION
N/A
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NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
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0435
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TOWN OF PLEASANT GARDEN NORTH CAROLINA
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
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REVISION(S) DESCRIPTION
BY
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ENERGY. IDUKE Piedmont
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COPYRIGHT 2018
PLEASANT GARDEN ROAD 1211 LOOPING PROJECT
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TOWN OF PLEASANT GARDEN NORTH CAROLINA
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
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DATE
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METHOD
OPEN CUT
JACK AND BORE
OPEN CUT
MATERIAL
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
NPS 12 X 0.375 W.T. (SCH 40 (STD), API 5L
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL -2 X 52, FBE, ERRW,BE, DM -S -2000
PSL -2 X 52, FBE/PCERW,BE, DM- T-2000
PSL -2 X 52, FBE, ERW,BE, DM -S -2000
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870
870
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860
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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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
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MATERIAL NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL -2 X 52, FBE,ERW,BE, DM -ST 2000
CLASS/MAOP CLASS 3 / 1000 PSIG
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LU
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LL
0
CC
d
0
0
0
Ln
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LO O
co
Q
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0
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840
830
820
810
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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 DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROFESSIONAL ENG/ARCH STAMP
840
830
820
810
790
169+50 170+00 170+50
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DATE
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BY
CHK
APPD
I DESCRIPTION
APPROVALS
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COPYRIGHT 2018
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TOWN OF PLEASANT GARDEN, NORTH CAROLINA
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
SHEET(S) DWG SCALE 1" — 50'
DWG DATE 10/17/2018 SUPERSEDED
0
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ISSUE FOR BID
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
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SHEET(S) DWG SCALE 1" — 50'
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830
830
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m
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175+50
176+00 176+50 177+00 177+50 178+00 178+50 179+00 179+50 180+00 180+50 181+00 181+50 182+00 182+50 183+00 183+50
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO 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.
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APPD
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SHEET(S) DWG SCALE 1" - 50'
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ISSUE FOR BID
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0435
DATE
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,M
METHOD
OPEN CUT
JACK AND BORE
OPEN CUT
MATERIAL
NPS 12 X 0.375 W.T. SCH 40 STD API 5L
-2000
NPS 12 X 0.375 W.T. (SCH 40 (STD) , API 5L
NPS 12 X 0.375 W.T. SCH 40 STD API 5L
-2000
PSL -2 X 52, FBE, E WBE, M -S
PSL -2 X 52, FBE/PC, ERW,BE, DM- T-2000
PSL -2 X 52, FBE, E W,BE, M -S
CLASS/MAOP
CLASS 3 / 1000 PSIG
COR. PRO.
0 Q 0
O OLU
o � w UZ w 2 IL IL m w 2 LL w0
820
m- p(.0 CD LU NOw rco -r -�0Ow Mp
820
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00+0+ + +Z+ +0+ +00
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183+50 184+00 184+50 185+00 185+50 186+00 186+50 187+00 187+50 188+00 188+50 189+00 189+50 190+00 190+50 191+00 191+50 192+00 192+50 193+00 193+50 194+00 194+50 195+00 195+50 196+00 196+50 197+00 197+50 198+00 198+50
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO 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
SHEET(S) DWG SCALE 1"-50'
0
03/18/2018
ISSUE FOR BID
DRG
KAO
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0435
DATE
IN/ALS
REGIONAL
PLEASANT GARDEN ROAD 12" LOOPING PROJECTDWG
ENGINEER
�� DUKE Piedmont
ALIGNMENT S H E ET STA:183+50 TO STA:198+50
DATE 10/17/2018 SUPERSEDED —
ACCOUNTNUMBER
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DATE
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PROJECT NUMBER
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DRAWING NUMBER
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0
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NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) DWG SCALE 1" — 100'
0 03/18/2019 ISSUE FOR BID DRG EH AREA CODE 2331 DATE INITIALS REGIONAL PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ACCOUNT NUMBER 10700 — N/A ENGINEER DWG DATE 10/16/2018 SUPERSEDED
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DATE INITIALS TOWN OF PLEASANT GARDEN NORTH CAROLINA PNG C-330-0001032 0
v STATION ID 2—T—GBO-3518 PRINCIPAL
PROFESSIONALENGIARCHSTAMP CHECKER INITIALS EH — NIA ENGINEER COPYRIGHT 2018 GREENSBORO RESOURCE CENTER, NORTH CAROLINA CIVIL /GREENSBORO /LINE 330 EXTENSION

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NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEETS DWG SCALE 1" — 50'
0 03/18/2019 ISSUED FOR CONSTRUCTION DRG KAO CXR AREA CODE 2331 DATE NITIALS REGIONAL
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
SHEET(S)
ACCOUNT NUMBER 10700 - N/A ENGINEER DWG DATE 02/01/2019 SUPERSEDED
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DRAWING BY DRG TOWN OF PLEASANT GARDEN NORTH CAROLINA PNG C-330-0001040
STATION ID 2-TR-GBO-6118 DATE INITIALS PRINCIPAL
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PROFESSIONAL ENG/ARCHSTAMP CHECKER INITIALS KAO - N/A ENGINEER COPYRIGHT 2018 GREENSBORO RESOURCE CENTER, NORTH CAROLINA CIVIL /GREENSBORO /LINE 330 EXTENSION