20201658 Ver 1_NCDOT17 RAMSEY DRAWING_20201113

GENERALNOTES
CIVIL AND STRUCTURAL NOTES
PROPOSED GUM
BRANCH ROAD PIPELINE
(NOT INCLUDED IN THIS
PACKAGE)
PROPOSED GUM
BRANCH ROAD PIPELINE
(NOT INCLUDED IN THIS
PACKAGE)
PROPOSED GUM
BRANCH ROAD PIPELINE
(NOT INCLUDED IN THIS
PACKAGE)
r�
w
PROPOSED RAMSEY ROAD PIPELINE
6c".1-Z �r
PROPOSED DRUMMER
KELLUM ROAD PIPELINE
(NOT INCLUDED IN THIS
PACKAGE)
SITE LOCATION MAP
SCALE: 1" = 3000' 0 3,000 6,000
1 IN = 3,000 FT
rr
Cen ter
-7
DRAWING INDEX
DRAWING NUMBER
DRAWING TITLE
REV.
PAGE NO.
PNG-G-026-0001067
COVER PAGE
A
1 OF 29
PNG-G-026-0001068
BILL OF MATERIALS
A
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PNG-C-026-0001079
CIVIL GENERAL NOTES, LEGEND & ABBREVIATIONS
A
3 OF 29
PNG-C-026-0001080
CIVIL GENERAL NOTES, LEGEND & ABBREVIATIONS
A
4 OF 29
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ALIGNMENT SHEETS - RAMSEY RD
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ALIGNMENT SHEETS - RAMSEY RD
C
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ALIGNMENT SHEETS - RAMSEY RD
C
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ALIGNMENT SHEETS - RAMSEY RD
C
18 OF 29
PNG-C-026-0001127
CROSSING DRAWING - JIM PARKER RD
A
19 OF 29
PNG-C-026-0001111
CROSSING DRAWING - RAMSEY RD
B
20 OF 29
PNG-C-026-0001117
TIE-IN PLAN
B
21 OF 29
PNG-C-026-0001120
ES&PC PLAN
B
22 OF 29
PNG-C-026-0001121
ES&PC PLAN
B
23 OF 29
PNG-C-026-0001122
ES&PC PLAN
B
24 OF 29
PNG-C-026-0001123
ES&PC PLAN
B
25 OF 29
PNG-C-026-0001124
ES&PC PLAN
B
26 OF 29
PNG-C-026-0001171
EROSION CONTROL NOTES
A
27 OF 29
PNG-C-026-0001172
EROSION CONTROL DETAILS
A
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PNG-C-026-0001173
CONSTRUCTION DETAILS
A
29 OF 29
Kc� • -I
F
,i
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. UPON BACKFILLING IN AREAS OF ROCK, BURIED PIPE SHALL HAVE 6" OF SAND PAD FILL PLACED
AROUND THE PIPE'S CIRCUMFERENCE.
5. PRESSURE TESTING SHALL MEET THE REQUIREMENTS OF PNG'S PRESSURE TESTING STANDARD,
PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS.
6. 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.
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. PNEUMATIC TESTING AND FAILURE CRITERIA OF PLASTIC PIPELINES AND FACILITIES SHALL BE IN
ACCORDANCE WITH ASTM F2786-10 AND PNG CM-ST-1300.
19. ALL LEAK TESTS SHALL BE MONITORED WITH A PRESSURE GAUGE FOR THE REQUIRED
DURATION. THE TEST PERIOD MAY BEGIN ONCE THE PRESSURE HAS BEEN STABLE FOR AT LEAST
15 MINUTES. THE PRESSURE CANNOT DROP MORE THAN 5 PSI DURING THE ENTIRE DURATION OF
THE TEST.
1. ADDITIONAL EXCAVATIONS BELOW FOOTINGS MAY BE NECESSARY TO REACH UNDISTURBED
SOIL. SHOULD THIS OCCUR, THE EXCAVATION SHALL BE BROUGHT TO THE BOTTOM OF THE
FOOTING ELEVATION WITH COMPACTED SAND FILL MEETING THE REQUIREMENTS OF MODIFIED
PROCTOR COMPACTION TEST (ASTM D1557) TO 95% IN SIX INCH LIFTS.
2. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 1" X 1" 450 CHAMFER.
3. CONCRETE SHALL BE MIXED AND POURED PER PERTINENT 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.
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
PROFESSIONALENG/ARCH STAMP
NO.1
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
I DESCRIPTION
APPROVALS
�� DUKE Piedmont
� ENERGY: Natural Gas
COPYRIGHT 2018
NCDOT 17 RELOCATION
COVER
JACKSONVI LLE NORTH CAROLI NA
NEW BERN RESOURCE CENTER, NEW BERN, NORTH CAROLINA
A
08-21-2020
ISSUED FOR BID
JJM
MMT
CAM
AREA CODE
1853
DATE
XXIXX/ZOXX
INITIALS
XXX
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
0229512
DATE
xx/xx/20xx
INITIALS
xxx
MGR TECH
REC&STD
DRAWING BY
JJM
STATION ID
DATE
07/17/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
MMT
`BURNS ISSUED FOR BID
MISDONNELL 08-21-2020
CONSULTANTS, INC.
SHEET(S) 1 OF 29 DWG SCALE AS NOTED
DWG DATE 11/26/2019 SUPERSEDED
DRAWING NUMBER REVISION
PNG-G-026-0001067 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

r6111Piedmont
Natural Gas
BILL OF MATERIAL
Revised: 6/27/2019
I.R. Number
Project Manager
BOM rev #
Job Name
PM Area Code
BOM rev date
Resource Center
Design Engineer
Drawing #
Station ID
Engineering Co.
Material Need Date
Ship To
I
Attention To
BOM #
Legacy
Number
Maximo Part #
Data
Sheet?
Source
System
Qty
Retired?
Description
Ordering Instructions
Ordering Specifications
Manuf
Model
Manuf Part #
1
13520
1550838
PNG
424'PIPE,
8" IPS, 40' LG, PLAIN ENDS, EXTRUDED, SDR 11.5, 76 LB, PE 2708 (PE 2406), ASTM D2513
PERFORMANPIP,
1002349
2
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
#N/A
#N/A
#N/A
#N/A
3
13536
1551318
PNG
2
tLBOWIPIPE, 8" IPS, BUTT FUSION, 90 DEG, PE 2708 (PE 2406), ASTM D3261, SDR 11
GEORGEFISHER,
6910480
4
13540
1552623
PNG
17
tLBOW,PIPE, 8" IPS, BUTT FUSION, 45 DEG, PE 2708 (PE 2406), ASTM D3261, SDR 11
PERFORMANPIP,
1552623
5
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
#N/A
#N/A
#N/A
#N/A
6
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
#N/A
#N/A
#N/A
#N/A
7
13544
1551259
PNG
2
FTEE,PIPE, 8" IPS, BUTT FUSION, SDR 11, ASTM D2513 ASTM D3261
PERFORMANPIP,
1005310
8
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
#N/A
#N/A
#N/A
#N/A
9
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
#N/A
#N/A
#N/A
#N/A
10
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
#N/A
#N/A
#N/A
#N/A
11
13538
50092525
PNG
4
COUPLING, PIPE, 8" IPS, ELECTROFUSION, PE 4710, ASTM F1055, 64 LB @ 73.4 DEG, PRODUCT CODE
AE0620 STD PKG/4
CENTRALPLAST,KERO
TESTMFG,MTDEASO
NCOIN,UPONORALD
89000800,
5750078,
88371315,
12
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
#N/A
#N/A
#N/A
#N/A
13
Not used
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
#N/A
#N/A
#N/A
#N/A
14
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
#N/A
#N/A
#N/A
#N/A
15
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
#N/A
#N/A
#N/A
#N/A
16
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
#N/A
#N/A
#N/A
#N/A
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO. DATE REVISION(S) DESCRIPTION
A 08-21-2020 ISSUED FOR BID
PROFESSIONAL ENG/ARCH STAMP
BY
CHK
APPD
DESCRIPTION
APPROVALS
JJM
MMT
CAM
AREA CODE
1853
DATE
N/A
INITIALS
NIA
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
0229512
DATE
N/A
INITIALS
NIA
MGR TECH
REC & STD
DRAWING BY
JJK
STATION ID
DATE
07/17/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
MMT
NCDOT 17 RELOCATION
DUN E r6lj��Piedmont BILL OF MATERIALS
Natural Gas JACKSONVI LLE NORTH CAROLI NA
COPYRIGHT 2018 NEW BERN RESOURCE CENTER, NEW BERN, NORTH CAROLINA
ISSUED FOR BID
08-21-2020
SHEET(S) 2 OF 29 DWG SCALE NONE
DWG DATE 11/26/2019 SUPERSEDED
DRAWING NUMBER REVISION
PNG-G-026-0001068 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

LEGEND:
ROAD ASPHALT POWER POLE
ROAD CONCRETE
ROAD CURB
ROAD DIRT COMM POLE
ROAD GRAVEL �/
ROAD CENTERLINE ( / � TRAFFIC POLE
DRIVEWAY ASPHALT ��
DRIVEWAY GRAVEL
DRIVEWAY CONCRETE FIRE HYDRANT
PAVEMENT ASPHALT
PAVEMENT CONCRETE
PFENCE BOLLARD
PAVEMENT CURB
PAVEMENT STRIPPING/MARKINGS
PARKING LINEWORK
PARKING STRIPING GAS MARKER
PARKING UNPAVED
DITCH BOTTOM
DITCH/STREAM CENTERLINE
DITCH TOP
FIBER OPTIC MARKER
a as a as TOE OF SLOPE
a TOP OF BANK
SIDEWALK
WALL
RETAINING WALL TELE PEDESTAL
BUILDING OUTLINE
BUILDING OVERHEAD
FE PROPERTY LINE SURVEYED FIBER OPTIC PEDESTAL
P / W PROPERTY RIGHT OF WAY LINE
EASEMENT PNG LINE TU CATV PEDESTAL
EASEMENT ACCESS LINE
EASEMENT SANITARY SEWER LINE
EASEMENT UTILITY LINE CONTROL POINT
FENCE
GUARDRAIL
TREELINE FIBER OPTIC HAND HOLE
---SS ----- EE— ��
----ss— SANITARY SEWER LINE
GAS LINE E
W W W WATER LINE ELECTRICAL BOX
—
—E————— E—— — — —E —— POWER LINE
Fo Fo Fo FIBER OPTIC LINE El TRAFFIC SIGNAL HAND HOLE
TRAFFIC CONTROL LINE
CAT CATV CABLE TV LINE TV CAN HAND HOLE
T T T TELEPHONE LINE
--SSFM-----SSFM-- SANITARY FORCE MAIN LINE
UNK UNK UNKNOWN UTILITY LINE O WATER METER
OH -OH -OH- OVERHEAD WIRE
STORM LINE O ELECTRICAL METER
TEMPORARY SILT FENCE
©PROPOSED CHAIN LINK SECURITY FENCE GAS VAULT
DEMOLISH & REMOVE LINEAR SITE FEATURE
PROPOSED CHAIN LINK MANUAL SWING GATE
GUY ANCHOR
PROPOSED GRAVEL SURFACE COURSE
WETLANDS
— TRENCHLESS INSTALLATION
PROPOSED OPEN CUT
TRENCH DISTRIBUTION MAIN
PROPOSED PERMANENT EASEMENT
PROPOSED TEMPORARY WORKSPACE
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO. DATE REVISION(S) DESCRIPTION
A 08-21-2020 ISSUED FOR BID
PROFESSIONAL ENGIARCH STAMP
BY CHK APPD DESCRIPTION
JJM MMT CAM AREA CODE 1853
ACCOUNT NUMBER
PROJECT NUMBER 0229512
DRAWING BY JJM
STATION ID
CHECKER INITIALS MMT
APPROVALS
DATE
INITIALS
XX/XX/20XX
XXX
DATE
INITIALS
XX/XX/20XX
XXX
DATE
INITIALS
07/17/2020
CAM
REGIONAL
ENGINEER
�' DUKE
4 ENERGY.
MGR TECH
REC & STD
PRINCIPAL
ENGINEER
r6111Piedmont
Natural Gas
COPYRIGHT 2018
NCDOT 17 RELOCATION
CIVIL GENERAL NOTES, LEGEND AND ABBREVIATIONS
JACKSONVI LLE, NORTH CAROLI NA
NEW BERN RESOURCE, NEW BERN, NORTH CAROLINA
ISSUED FOR BID
08-21-2020
SHEET(S) 3 OF 29 DWG SCALE NONE
DWG DATE 11/26/2019 SUPERSEDED
DRAWING NUMBER REVISION
PNG-C-026-0001079 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

GENERAL NOTES:
1. THE EXISTING SITE UTILITIES AND FEATURES SHOWN ARE BASED ON FIELD SURVEY. PERFORMED BY
MASER CONSULTING P.A.
2. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET, UNLESS INDICATED OTHERWISE.
3. CALLOUTS, COORDINATES, AND DIMENSIONS ARE POINTED TO OR MEASURED TO STRUCTURE
CENTER, EDGE OF PAVEMENT, BACK OF CURB, OR OUTSIDE FACE OF FOUNDATION WALL, UNLESS
INDICATED OTHERWISE.
4. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF LOCAL AND
GOVERNMENT REGULATORY AGENCIES AND THE CLIENT REPRESENTATIVE.
5. SEE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) DESIGN STANDARDS FOR
REFERENCES TO NCDOT STANDARD DRAWINGS. ALL SUBSEQUENT SPECIFICATIONS AND STANDARDS
SHALL APPLY.
6. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND LOCAL
AND GOVERNMENT CODES, ORDINANCES, AND REGULATIONS. IN CASE OF CONTRADICTION OR
DISCREPANCY BETWEEN REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST
STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST STRINGENT,
CONTRACTOR SHALL SUBMIT ISSUE TO THE CLIENT REPRESENTATIVE IN WRITING. THE DECISION OF
THE CLIENT REPRESENTATIVE SHALL BE CONSIDERED FINAL.
7. ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL WORKMANSHIP MANNER USING QUALITY
MATERIALS. WORK SHALL CONFORM TO THESE DRAWINGS, UNLESS INDICATED OTHERWISE OR AS
DIRECTED BY THE CLIENT REPRESENTATIVE.
8. CONTRACTOR SHALL CONFINE ALL WORK TO BE WITHIN THE ROAD ROW WHERE NOTED, OR IN
PERMANENT AND TEMPORARY EASEMENTS WHERE NOTED.
9. ALL GRADING, PAVEMENT WORK, AND ANY OTHER MISCELLANEOUS WORK SHALL BE PERFORMED IN
ACCORDANCE WITH THE CURRENT NCDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION AND SUPPLEMENTAL SPECIFICATIONS.
10. CONTRACTOR SHALL TAKE CARE TO MAINTAIN THE SITE AND ADJACENT AREAS IN AS CLEAN A
CONDITION AS POSSIBLE. ANY DEBRIS, DIRT, MUD, ETC. SHALL BE CLEANED DAILY, OR AS THE CLIENT
REPRESENTATIVE DIRECTS, FROM ANY ADJOINING STREETS OR PROPERTIES BY THE CONTRACTOR
AS A PART OF THE PRIMARY CONSTRUCTION WORK. THIS SHALL BE AT NO ADDITIONAL
COMPENSATION TO THE CONTRACTOR.
CONSTRUCTION DRAWING NOTES:
1. CONTRACTOR SHALL MAINTAIN UPDATED CONSTRUCTION DRAWINGS AT ALL TIMES THROUGH THE
DURATION OF THE PROJECT. CONSTRUCTION RECORD DRAWINGS SHALL BE SUBMITTED TO THE
CLIENT REPRESENTATIVE.
2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING
TRACK OF ANY CLIENT REPRESENTATIVE -APPROVED FIELD CONSTRUCTION REVISIONS TO THE
DESIGN DEPICTED ON APPROVED CONSTRUCTION DRAWINGS.
3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND CONFIGURATIONS, AND ANY OTHER
CHANGES OR DEVIATIONS FROM THE INFORMATION PRESENTED ON THE ORIGINAL, APPROVED
CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS INCLUDES BURIED OR CONCEALED
CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED DURING CONSTRUCTION.
4. THE CLIENT REPRESENTATIVE SHALL REVIEW COMPLETENESS, ACCURACY, AND FORMAT OF
SUBMITTED CONSTRUCTION DRAWINGS. IF THE CONSTRUCTION DRAWINGS ARE CONSIDERED
UNACCEPTABLE, THEY SHALL BE RETURNED TO THE CONTRACTOR FOR CORRECTION AND
RESUBMISSION. THIS SHALL BE AT NO ADDITIONAL COMPENSATION TO THE CONTRACTOR.
COORDINATION AND COMMUNICATION
1. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE
APPROVAL OF THE CLIENT REPRESENTATIVE, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE
AT ALL TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE WORK IS IN PROGRESS.
THE PRIMARY CONSTRUCTION SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE
CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE
CONTRACTOR'S PRIMARY CONSTRUCTION REPRESENTATIVE IS NOT AVAILABLE ON THE
CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE PROVIDED. CONTRACTOR SHALL
PROVIDE NAMES AND CONTACT INFORMATION OF REPRESENTATIVES TO THE CLIENT
REPRESENTATIVE PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN ANY
SUBCONTRACTORS AND THE CLIENT REPRESENTATIVE. ALL CONSTRUCTION ACTIVITIES PLANNED BY
THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE CLIENT REPRESENTATIVE.
3. THE FOLLOWING CONTACT INFORMATION IS PROVIDED FOR CONTRACTOR'S USE IN CASE OF AN
EMERGENCY:
& EMERGENCY 911
b. OTHER CONTACTS AS DIRECTED AT PRE -CONSTRUCTION MEETING
EXCAVATION AND TRENCHES
1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION (OSHA) REGULATIONS AND THE STATE OF NORTH CAROLINA LAWS
CONCERNING EXCAVATION.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION, TRENCHING AND
SHORING ARE PERFORMED IN A MANNER THAT COMPLIES WITH LOCAL REGULATIONS AND OSHA
REGULATIONS FOR CONSTRUCTION.
3. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED
WITH ORANGE BARRICADES WITH FLASHING RED LIGHTS ACCEPTABLE TO THE CLIENT
REPRESENTATIVE.
4. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE CLIENT REPRESENTATIVE
AND ASSOCIATED UTILITY COMPANIES AND AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION.
5. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED.
6. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON -HAND AND READY FOR PLACING THEREIN.
AS SOON AS POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL
AND COMPACT TRENCHES AS SPECIFIED.
7. NO SPECIAL PROVISIONS WILL BE MADE FOR ROCK EXCAVATION, ANY BOULDERS ENCOUNTERED
SHALL BE REMOVED AND DISPOSED OF OFF SITE.
8. ALL TOPSOIL SHALL BE REMOVED FROM AREAS TO BE GRADED. ALL USEABLE TOPSOIL SHALL BE
STOCKPILED DURING GRADING AND REAPPLIED IN 3" LAYERS TO ALL SLOPES IMMEDIATELY AFTER
GRADING IS COMPLETE.
PROFESSIONAL ENG/ARCH STAMP
OTHER SAFETY REQUIREMENTS
1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OSHA REGULATIONS.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE PERMITS,
FEES AND LICENSES FOR CONSTRUCTION AND EQUIPMENT.
3. THE CONTRACTOR SHALL PERFORM ON -SITE INSPECTIONS THROUGHOUT THE PROJECT AND REMEDY
ANY SAFETY CONCERNS IMMEDIATELY.
4. THERE SHALL BE NO PERMANENT WASTE SITES ON SITE PROPERTY. ANY TEMPORARY WASTE AREA
SHALL BE APPROVED BY THE CLIENT REPRESENTATIVE AND SHALL BE KEPT IN AN ORDERLY
CONDITION. REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED IS SUBJECT TO THE DIRECTION
OF THE CLIENT REPRESENTATIVE.
5. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND HAUL ROUTES, STAGING AREA,
AND ANY MATERIAL STOCKPILES WHEN NECESSARY TO CONTROL EROSION AND STORM WATER
RUNOFF. SEE DRAWINGS PNG-C-026-0001118 - PNG-0-026-0001126 FOR EROSION AND SEDIMENT
CONTROL REQUIREMENTS.
6. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING
FROM WIND CONDITIONS.
7. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY CONSTRUCTION
ACTIVITIES TO A LIMIT ACCEPTABLE TO PROJECT SITE OPERATIONS. THE CONTRACTOR SHALL
CONTROL BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL ROUTE OR WORK AREA
REGARDLESS OF SOURCE.
8. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM CONSTRUCTION PERSONNEL
AND ACTIVITIES SHALL BE REMOVED FROM THE PROJECT LIMITS.
9. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM CONTRACTOR'S
OPERATIONS OR ACTIVITIES SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THE
SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS AND PROPERLY REMOVED FROM THE
PROJECT PROPERTY. IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED DURING
CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CLIENT
REPRESENTATIVE.
10. FAILURE TO COMPLY WITH THE CLIENT REPRESENTATIVE SAFETY REQUIREMENTS SHALL RESULT IN
THE SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE ADDRESSED BY
THE CONTRACTOR TO THE SATISFACTION OF THE CLIENT REPRESENTATIVE.
11. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN SHALL IMMEDIATELY BE
REMOVED FROM THE WORK AREA.
12. THE CONTRACTOR SHALL NOT BURN OR BURY DEBRIS WITHOUT PERMISSION FROM THE SITE
INSPECTOR.
SURVEY AND SUBSURFACE INVESTIGATION NOTES:
1. SURVEY CONTROL POINTS WILL BE PROVIDED PRIOR TO CONSTRUCTION. IF THE CONTRACTOR
SHOULD NEED TO DISTURB THE CONTROL POINTS DURING CONSTRUCTION, REQUEST SHALL BE GIVEN
TO THE SURVEYOR TO HAVE THE CONTROL POINTS RESET.
2. IF BENCHMARKS SHOWN ARE IN AREAS THAT REQUIRE DEMOLITION, OTHER BENCHMARKS SHALL BE
ESTABLISHED BEFORE DEMOLITION AND CONSTRUCTION WORK BEGINS. CONTRACTOR SHALL GIVE
REQUEST TO THE SURVEYOR.
3. HORIZONTAL CONTROL IS BASED ON NAD83 NORTH CAROLINA STATE PLANES, US FOOT.
VERTICAL CONTROL IS BASED ON NAVD 88.
EXISTING CONDITIONS NOTES:
1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN OBTAINED
FROM EXISTING RECORDS AND FIELD SURVEYS. UNDERGROUND STRUCTURES AND UTILITIES MAY BE
PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.
2. THE CONTRACTOR SHALL FIELD -CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY FAMILIAR
WITH THE SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE
IMMEDIATELY REPORTED TO THE CLIENT REPRESENTATIVE BEFORE ANY FURTHER WORK
COMMENCES.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD -VERIFY EXISTING STRUCTURES, UTILITIES,
AND SURVEY INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING DEMOLITION AND
CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES,
INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES, PRIOR TO BEGINNING WORK.
CONTRACTOR SHALL CONTACT THE CLIENT REPRESENTATIVE AND ALL ASSOCATED UTILITY
COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO GUARANTEE,
EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING
UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING
CONSTRUCTION.
4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CLIENT REPRESENTATIVE OF
OPERATIONAL PLANS. IN THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR
CONFLICT IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE CLIENT REPRESENTATIVE. ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY THE
CONTRACTOR'S OPERATIONS SHALL BE RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO
THE SATISFACTION OF THE OWNER.
5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING
DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR
DISTURBED ITEMS TO THE SATISFACTION OF THE CLIENT REPRESENTATIVE.
GENERAL GRADING NOTES
1. ALL GRADING, PAVEMENT WORK, AND ANY OTHER MISCELLANEOUS WORK SHALL BE PERFORMED IN
ACCORDANCE WITH THE CURRENT NC DOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION AND SUPPLEMENTAL SPECIFICATIONS.
2. THE GRAVEL SURFACE COURSE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 520 OF THE NC DOT
STANDARD SPECIFICATIONS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING INCLUDING EXCAVATION, EMBANKMENT,
AND BACKFILLING AS NECESSARY TO CONSTRUCT ALL AGGREGATE ACCESS ROADS, AS OUTLINED IN
THESE TECHNICAL SPECIAL PROVISIONS AND AS DIRECTED BY THE CLIENT REPRESENTATIVE.
4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE DONE TO STORM MANHOLES OR
OTHER UTILITIES DURING GRADING.
5. DISTRIBUTE EXCESS SOIL ON SITE AT THE DIRECTION OF THE CLIENT REPRESENTATIVE. DO NOT
ALTER DIRECTION OF SURFACE DRAINAGE PATTERNS.
6. THE TOLERANCE OF THIS WORK SHALL BE WITHIN 0.1 FT OF THE EXISTING GROUND SURFACE
ELEVATIONS.
7. THE ACCESS ROAD SUBGRADE SHALL HAVE SUFFICIENT STABILITY TO ACCOMMODATE
CONSTRUCTION TRAFFIC WITHOUT EXCESSIVE SUBRADE RUTTING OR SHOVING. AT THE TIME OF
PLACEMENT OF THE PAVEMENT, THE IN SITU SUBGRADE SHALL HAVE A CALIFORNIA BEARING RATIO
(CBR) OF AT LEAST 6 PERCENT IN THE TOP 12 INCHES OF SUBGRADE. THE CBR PERCENTAGE WILL BE
ASCERTAINED BY THE CONTRACTOR.
8. IF SOFT SPOTS ARE IDENTIFIED IN THE SUBGRADE SOIL, THE SUBGRADE SHALL BE SCARIFIED AND
PROOF -ROLLED TO THE DEPTHS REQUIRED BY THE OWNER'S CONSTRUCTION INSPECTOR TO
COMPACT AREAS TO THE DENSITY REQUIREMENTS OF THIS DOCUMENT. IF THE SOFT AREAS CANNOT
BE ADEQUATELY COMPACTED, THE SOFT SOIL SHALL BE REMOVED AND REPLACED PER THE DESIGN
PLANS WITH SUITABLE SOIL MATERIAL AND COMPACTED TO THE DENSITY REQUIREMENTS IN
ACCORDANCE WITH THIS DOCUMENT.
9. THE QUALITY OF THE SOIL TO BE USED AS FILL MATERIAL SHALL BE AS SPECIFIED IN THIS
DOCUMENT. ALL BACKFILL SHALL BE SPREAD IN LOOSE LIFTS NOT EXCEEDING 8" INCHES IN
THICKNESS WHEN SELF-PROPELLED EQUIPMENT IS USED AND NOT EXCEEDING 6" WHEN HAND
GUIDED EQUIPMENT IS USED. ALL ROOTS, WOOD, AND VEGETATION SHALL BE REMOVED FROM THE
LAYER OF FILL PRIOR TO COMPACTION. ALL FILL AND EXPOSED SOIL IN CUT AREAS SHALL BE
COMPACTED AS SPECIFIED IN THIS DOCUMENT. SOIL COMPACTION TESTS WILL BE REQUESTED BY
THE OWNER AT APPROPRIATE INTERVALS DURING GRADING OPERATIONS.
10. ALL HAUL -IN MATERIAL SHALL BE FREE OF ROCKS 3" IN DIAMETER AND LARGER. THE OWNER'S
CONSTRUCTION INSPECTOR SHALL APPROVE ALL HAUL -IN MATERIAL TO ENSURE THE QUALITY AND
THE ABSENCE OF ENVIRONMENTAL HAZARDS.
11. THE FILL AREA SHALL BE CONSTRUCTED TO THE LINES AND GRADES SHOWN ON THE DESIGN
DRAWINGS WITH MATERIAL SPECIFIED IN THIS DOCUMENT. THE CONTRACTOR SHALL LAY OUT ALL
LINES AND GRADES FOR THE BACKFILL AREAS. ANY PROPOSED CHANGES TO THE SLOPES AND
GRADES SHALL REQUIRE THE APPROVAL OF THE OWNER'S CONSTRUCTION INSPECTOR IN ADVANCE.
THE CONTRACTOR SHALL BE REQUIRED TO REMOVE, AT HIS OWN EXPENSE, ANY COMPACTED
MATERIAL PLACED OUTSIDE OF THE APPROVED LINES OR GRADES.
12. SPOIL MATERIAL SHALL BE TOPSOIL AND OTHER SOIL MATERIALS CONTAINING GREATER THAN 5
PERCENT ORGANIC MATERIAL, SOIL WHICH IS TOO WET, SOIL WHICH DOES NOT MEET THE PLASTICITY
AND/OR GRADATION LIMITS FOR SELECT MATERIAL AS SPECIFIED IN THIS DOCUMENT, OR OTHER SOIL
MATERIAL DESIGNATED BY THE OWNER'S CONSTRUCTION INSPECTOR TO BE UNSUITABLE FOR
SELECT MATERIAL.
13. SELECT SOIL MATERIAL SHALL BE THAT MATERIAL CLASSIFIED AS SM, SP, SC, SW AND CL, OR SW AND
SC IN ACCORDANCE WITH ASTM D2487, AND SHALL HAVE A MAXIMUM LIQUID LIMIT OF 30, A MAXIMUM
PLASTICITY INDEX OF 8, AND A MAXIMUM OF 35 PERCENT PASSING THE #200 SIEVE.
14. THE TOP SURFACE OF EACH LIFT OF BACKFILL SHALL BE PROTECTED FROM PUMPING, PONDING, AND
GULLYING.
15. COMPACTION TESTING WILL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. COMPACTION
REQUIREMENTS OF SOIL BACKFILL SHALL BE AS INDICATED IN THE FOLLOWING TABLE:
LOCATION OF FILL MINIMUM REQUIRED COMPACTION
LEVEL STANDARD PROCTOR
A. GENERAL YARD AREA 98%(ASTM D698)
B. UPPER 18 INCHES OF SOIL TO BE USED AS 98%(ASTM D698)
ROAD SUBGRADE MATERIAL AND EXTENDING
A MINIMUM OF 5 FEET BEYOND THE EDGE OF
DEFINED ROADWAYS (IMMEDIATELY UNDER
BASE MATERIAL)
15. CRUSHED STONE IN DRIVE AREAS SHALL BE COMPACTED WITH A STATIC STEEL DRUM ROLLER
(APPROXIMATELY 8 TONS). IF A VIBRATORY COMPACTOR IS USED, NO MORE THAN FOUR (4) PASSES
SHALL BE ALLOWED.
16. APPROVAL SHALL BE RECEIVED FROM THE CLIENT REPRESENTATIVE FOR EACH FILL TYPE TO BE USED
PRIOR TO PROCEEDING WITH BACKFILL OPERATIONS WITH THE MATERIAL IN QUESTION.
17. BACKFILL TO BE IMPORTED SHALL BE TESTED IN ACCORDANCE WITH THIS DOCUMENT AND APPROVED
BY THE PROJECT MANAGER PRIOR TO DELIVERY OF MATERIAL TO THE SITE. THE OWNER'S
CONSTRUCTION INSPECTOR ACCEPTS NO LIABILITY FOR ANY OUT OF SPECIFICATION MATERIAL
ACCEPTED AND STOCKPILED BY THE CONTRACTOR
18. INSPECTION AND TESTING OF MATERIAL SHALL BE PERFORMED AS REQUIRED BY THIS DOCUMENT AT
THE EXPENSE OF THE CONTRACTOR.
19. TESTS AND ANALYSIS OF MATERIAL SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE
STANDARDS REFERENCED IN THIS DOCUMENT FOR THE SPECIFIC TEST. FIELD INSPECTION SHALL BE
PERFORMED AS REQUIRED BY THIS DOCUMENT.
20. THE BACKFILL AND EXPOSED SOIL IN CUT AREAS SHALL BE COMPACTED AS SPECIFIED ON THIS
DOCUMENT. FIELD DENSITY TESTS SHALL BE PERFORMED BY THE CONTRACTOR TO VERIFY
COMPACTION REQUIREMENTS HAVE BEEN ACHIEVED. IN -PLACE FIELD DENSITY TESTING OF THE
COMPACTED BACKFILL SHALL BE CONDUCTED ACCORDING TO THE PROCEDURES OF THE SAND CONE
METHOD (ASTM 1556), NUCLEAR METHOD (ASTM D3017), OR ACCORDING TO THE PROVISIONS OF THIS
DOCUMENT. TEST RESULTS REPORTED SHALL INCLUDE BOTH THE MOISTURE CONTENT AND DRY
DENSITY, ALONG WITH OTHER PERTINENT DATA SUCH AS LOCATION, ELEVATION, PROCTOR CURVE
USED FOR COMPARISON, ETC. THE TESTING FREQUENCY SHALL BE ONE TEST FOR EACH 5,000
SQUARE FEET OF LIFT AREA OR PORTION THEREOF FOR EACH LIFT. IN ISOLATED AREAS OF LESS
THAN 5,000 SQUARE FEET, TEST AT LEAST EVERY THIRD LIFT. WHEN BACKFILL OPERATIONS ARE
CONCENTRATED IN SMALL AREAS USING LIGHT MANUALLY -GUIDED EQUIPMENT AND RELATIVELY THIN
LIFTS, THE FREQUENCY OF DENSITY TESTING MAY BE REVISED AS DIRECTED BY THE OWNER'S
CONSTRUCTION INSPECTOR. TEST LOCATION SHALL BE THE WEAKEST APPEARING AREA OF THE TOP
LIFT DETERMINED BY TRACKING ACTION OF THE EQUIPMENT.
21. SUITABILITY OF SOIL MATERIAL FOR USE AS BACKFILL SHALL BE DETERMINED FOR EACH FILL TYPE BY
THE RESULTS OF THE FOLLOWING TESTS:
A. LIQUID LIMIT IN ACCORDANCE WITH ASTM D4318.
B. PARTICLE SIZE ANALYSIS IN ACCORDANCE WITH ASTM D422.
C. MOISTURE -DENSITY RELATIONS (STANDARD PROCTOR) IN ACCORDANCE WITH ASTM D698.
D. MOISTURE CONTENT IN ACCORDANCE WITH ASTM D2216.
E. SAMPLING OF SOIL SHALL BE IN ACCORDANCE WITH ASTM D2216.
F. SOIL SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM D2487.
22. FREQUENCY OF TESTS: TESTS OF MATERIALS TO BE USED IN THE OPERATIONS COVERED IN THIS
DOCUMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS GIVEN IN THIS DOCUMENT.
FREQUENCIES OF IN -PLACE DENSITY TESTS SHALL BE AS STATED IN THIS DOCUMENT.
23. IF QUESTIONABLE COMPACTION RESULTS ARE OBTAINED, THE CLIENT REPRESENTATIVE MAY
REQUIRE THE CONTRACTOR TO PERFORM PROCTOR CHECKS (ON DRY SIDE OF OPTIMUM) TO VERIFY
THAT THE PROPER PROCTOR CURVE IS BEING REFERENCED. IF NOT, A NEW PROCTOR CURVE
DETERMINED BY A FIVE -POINT TEST SHALL BE REQUIRED. IF THE COMPACTION REQUIREMENTS FOR A
LIFT HAVE NOT BEEN ACHIEVED, THE LIFT SHALL BE REWORKED OR REPLACED AT THE
CONTRACTOR'S EXPENSE.
24. TESTING OF IN -PLACE DENSITY AND MOISTURE CONTENT BY NUCLEAR METHODS IN ACCORDANCE
WITH ASTM D2922 AND ASTM D3017, RESPECTIVELY, WILL BE ALLOWED PROVIDED:
A. ACCEPTABLE CORRELATION WITH SAND CONE DENSITY AND LABORATORY DETERMINED MOISTURE
CONTENT TEST RESULTS CAN BE OBTAINED ACCORDING TO THE GUIDELINES
OF "CALIBRATION" SECTIONS OF ASTM D2922 AND ASTM D3017.
B. THE INITIAL CORRELATION RESULTS ARE REVIEWED AND USE OF THE NUCLEAR DEVICE IS APPROVED
BY THE OWNER'S CONSTRUCTION INSPECTOR.
C. THE CONTRACTOR INSURES THAT THE REPRESENTATIVE FROM THE TESTING AGENCY OPERATING
THE NUCLEAR DENSITY TESTING HAS THE NECESSARY STATE AND/OR FEDERAL LICENSES TO
OPERATE THE DEVICE AND CARRY A NUCLEAR ENERGY SOURCE.
EMBANKMENT FILL NOTES:
1. EMBANKMENT FILL SHALL CONSIT OF AN INORGANIC, NON -PLASTIC, GRANULAR SOIL CONTAINING
LESS THAN 10% MATERIAL PASSING THE NO.200 MESH SIEVE WITH UNIFIED SOIL CLASSIFICATION OF
SP, SP-SC, OR SP-SM. EMBANKMENT FILL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES WHEN
USING A STATIC DRUM ROLLER WITH A MINIMUM OPERATING WEIGHT OF 5 TONS WITH A DRUM
DIAMETER OF 3 TO 4 FEET. WHERE LIGHTWEIGHT VIBRATORY COMPACTION METHODS ARE UTIILIZED
MAXIMUM LOOSE LIFT THICKNESS SHALL BE 6 INCHES. COMPACTION TO MEET A MAXIMUM DRY
DENSITY OF 98% STANDARD PROCTOR DRY DENSITY.
2. ANY GRADING TO CORRECT SLOPES SHALL BE COMPACTED PER THIS DOCUMENT.
GENERAL EXCAVATION REQUIRED FOR CONSTRUCTION
1. THIS ITEM SHALL CONSIST OF FURNISHING ALL LABOR, MATERIALS, MACHINERY, TOOLS, AND SUPERVISION
FOR EXCAVATION AND GRADING REQUIRED TO PREPARE THE ROADWAY, AND GRADING REQUIRED TO
COMPLETE THE FINAL GRADING OF AREAS ADJACENT TO THE ROADWAY AS SHOWN ON THE PLANS IN
ACCORDANCE WITH THE PROVISIONS OF SECTION 225 OF THE NC DOT STANDARD SPECIFICATIONS INSOFAR AS
THEY ARE NOT AMENDED BY THE PLANS AND THESE SPECIAL PROVISIONS, AND IN ACCORDANCE WITH THE
FOLLOWING SPECIAL PROVISIONS.
SUBGRADE COMPACTION VERIFICATION
1. THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT CONSTRUCTION MATERIAL ENGINEERING TESTING FIRM
TO MONITOR THE PROOFROLLING OF THE SITE AFTER THE STRIPPINGS HAVE BEEN REMOVED TO INSPECT AND
TEST THE COMPACTED FILL AREAS IN THE ACCESS ROAD AREAS AS INDICATED ON THE BID DOCUMENTS
AND/OR AS SPECIFIED BY THE OWNER'S DESIGNATED REPRESENTATIVE. COPIES OF THE TEST RESULTS SHALL BE
FURNISHED TO THE OWNER'S DESIGNATED REPRESENTATIVE AND OTHERS AS INDICATED BY OWNER'S
DESIGNATED REPRESENTATIVE. THE OWNER'S DESIGNATED REPRESENTATIVE MUST APPROVE THE
INDEPENDENT CONSTRUCTION MATERIAL ENGINEERING TESTING FIRM. INCLUDED WITH THIS BID PROPOSAL,
THE CONTRACTOR SHALL FURNISH THE NAME, ADDRESS AND A PHONE NUMBER OF THE INDEPENDENT
CONSTRUCTION MATERIAL ENGINEERING TESTING FIRM FOR APPROVAL.
ABBREVIATIONS:
ASTM
AMERICAN SOCIETY FOR TESTING AND MATERIALS
BOC
BACK OF CURB
CB
CATCH BASIN
CBR
CALIFORNIA BEARING RATIO
C/L
CENTERLINE
COMB
COMBINATION BEND (VERT. & HOR. DIRECTIONAL CHANGE)
CONIC
CONCRETE
CI
CURB INLET
CMP
CORRUGATED METAIL PIPE
DB
DEED BOOK
DI
DROP INLET
DR
DRIVE
ELEC
ELECTRICAL
EOP
EDGE OF PAYMENT
EX
EXISTING
FT
FEET
FTG
FITTING
JAB
JACK AND BORE
GIS
GEOGRAPHIC INFORMATION SYSTEM
LL
LAND LOT
MAX
MAXIMUM
MIN
MINIMUM
MISC
MISCELLANEOUS
NTS
NOT TO SCALE
PG
PAGE
PVC
POLYVINYL PLASTIC PIPE
NCDEQ
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
NCDOT
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
N/F
NOW OR FORMERLY
NPDES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
NTS
NOT TO SCALE
OSHA
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
PC
POINT OF CURVATURE
P/L
PROPERTY LINE
PT
POINT OF TANGENCY
RCP
REINFORCED CONCRETE PIPE
RAN
RIGHT OF WAY
SAG
SAG (PIPE DIRECTION UP)
SBL
SIDE BEND LEFT
SBR
SIDE BEND RIGHT
SSMH
SANITARY SEWER MANHOLE
STMH
STORM MANHOLE
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE* TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO. DATE REVISION(S) DESCRIPTION
A 08-21-2020 ISSUED FOR BID
BY CHK APPD DESCRIPTION
JJM MMT CAM AREA CODE 1853
ACCOUNT NUMBER
PROJECT NUMBER 0229512
DRAWING BY JJM
STATION ID
CHECKER INITIALS MMT
APPROVALS
DATE
INITIALS
XX/XX/20XX
XXX
DATE
INITIALS
XX/XX/20XX
XXX
DATE
INITIALS
07/17/2020
CAM
REGIONAL
ENGINEER
DUKE
ENERGY.,:
MGR TECH
REC & STD
PRINCIPAL
ENGINEER
r6111Piedmont
Natural Gas
COPYRIGHT 2018
NCDOT 17 RELOCATION
CIVIL GENERAL NOTES, LEGEND AND ABBREVIATIONS
JACKSONVI LLE, NORTH CAROLINA
NEW BERN RESOURCE, NEW BERN, NORTH CAROLINA
ISSUED FOR BID
08-21-2020
SHEET(S) 4 OF 28 DWG SCALE NONE
DWG DATE 11/26/2019 SUPERSEDED
DRAWING NUMBER REVISION
PNG-C-026-0001080 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

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0
08-21-2020
MATERIAL
1391'
59'
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0
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OPEN CUT
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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) 5 OF 29
DWG SCALE AS NOTED
NCDOT 17 RELOCATION
A
04-13-2020
ISSUED FOR 30% DESIGN REVIEW
JJK
MMT
CAM
AREA CODE
1853
DATE
INITIALS
REGIONAL
XX/XXI20XX
XXX
ENGINEER
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Piedmont
ALIGNMENT SHEET
DWG DATE 1211612019
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B
05-15-2020
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PW
MMT
CAM
ACCOUNT NUMBER
DATE
INITIALS
C
08-21-2020
ISSUED FOR BID
VP
MMT
CAM
PROJECT NUMBER
0229512
MGR TECH
`c ENERGY. r611
Natural Gas
DRAWING NUMBER
REVISION
DRAWING BY
JJK
XX/XX/20Xx
xxx
REC&STD
JACKSONVI LLE NORTH CAROLI NA
PNG-C-026-0001088
C
DATE
INITIALS
STATION ID
I
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
XX/XXI20XX
XXX
ENGINEER
COPYRIGHT 2018
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
CHECKER INITIALS
MMT
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

344-38
1999-23
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24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50
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207'
1143'
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OPEN CUT
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CLASS / MAOP
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REF. DWG(S)
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) 6 OF 29
DWG
SCALE AS NOTED
NCDOT 17 RELOCATION
A
04-13-2020
ISSUED FOR 30%
DESIGN REVIEW
JJK
MMT
CAM
AREA CODE
1853
DATE
INITIALS
REGIONAL
XX/XXI20XX
XXX
ENGINEER
�' DUKE Piedmont
ALIGNMENT SHEET
DWG DATE 1211612019
SUPERSEDED _
B
05-15-2020
ISSUED FOR 90% DESIGN REVIEW
PW
MMT
CAM
ACCOUNT NUMBER
DATE
INITIALS
C
08-21-2020
ISSUED FOR BID
VP
MMT
CAM
PROJECT NUMBER
0229512
XX/XX/20Xx
xxx
MGR TECH
`c ENERGY,, Natural
l
Gas
DRAWING
NUMBER
REVISION
DRAWING BY
JJK
REC&STD
JACKSONVI LLE NORTH CAROLI NA
PNG-C-026-0001089
C
DATE
INITIALS
STATION ID
I
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
XX/XXI20XX
XXX
ENGINEER
COPYRIGHT 2018
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
CHECKER INITIALS
MMT
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

339-4.10
339-4.6
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CN
co
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39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00
08-21-2020
0
MATERIAL
1O
1
CONST. METHOD
OPEN CUT
CLASS / MAOP
60 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO 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) 7 OF
29
DWG SCALE AS NOTED
NCDOT 17 RELOCATION
A
04-13-2020
ISSUED FOR 30% DESIGN REVIEW
JJK
MMT
CAM
AREA CODE
1853
DATE
INITIALS
REGIONAL
XX/XXI20XX
XXX
ENGINEER
�' DUKE Piedmont
ALIGNMENT SHEET
DWG DATE 1211612019
SUPERSEDED _
B
05-15-2020
ISSUED FOR 90% DESIGN REVIEW
PW
MMT
CAM
ACCOUNT NUMBER
DATE
INITIALS
C
08-21-2020
ISSUED FOR BID
VP
MMT
CAM
PROJECT NUMBER
0229512
XX/XX/20Xx
xxx
MGR TECH
`c ENERGY. Natural Gas
r611
DRAWING NUMBER
REVISION
DRAWING BY
JJK
REC&STD
JACKSONVI LLE NORTH CAROLI NA
PNG-C-026-0001090
C
DATE
INITIALS
STATION ID I
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
XX/XXI20XX
XXX
ENGINEER
COPYRIGHT 2018
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
CHECKER INITIALS
MMT
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

339-4.6
OWNERSHIP
BRYNN MARR
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HOMES INC
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08-21-2020
MATERIAL
800'
O
CONST. METHOD
OPEN CUT
CLASS / MAOP
60 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO 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
NCDOT 17 RELOCATION
SHEET(S) 8 OF 29
DWG SCALE AS NOTED
A
04-13-2020
ISSUED FOR 30% DESIGN REVIEW
JJK
MMT
CAM
AREA CODE
1853
DATE
INITIALS
REGIONAL
XX/XXI20XX
XXX
ENGINEER
�' DUKE Piedmont
ALIGNMENT SHEET
DWG DATE 1211612019
SUPERSEDED _
B
05-15-2020
ISSUED FOR 90% DESIGN REVIEW
PW
MMT
CAM
ACCOUNT NUMBER
DATE
INITIALS
C
08-21-2020
ISSUED FOR BID
VP
MMT
CAM
PROJECT NUMBER
0229512
XX/XX/20Xx
xxx
MGR TECH
`c ENERGY. Natural Gas
r611
DRAWING NUMBER
REVISION
DRAWING BY
JJK
REC&STD
JACKSONVI LLE NORTH CAROLI NA
PNG-C-026-0001091
C
DATE
INITIALS
PROFESSIONAL ENG/ARCHSTAMP
STATION ID
I
XX/XXI20XX
XXX
PRINCIPAL
ENGINEER
COPYRIGHT 2018
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
CHECKER INITIALS
MMT
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

339-4.6 _
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339-4.6 co
DEED OVERLAP �
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344-28
344-29
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REF. DWG. NO.
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30' APPARENT JONES
o
HDD ENTRY ONSLOW ELECTRIC POLE TO BE r�
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ISSUED FOR BID
08-21-2020
0
0
o
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60
60
STA: 53+42 HDD
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ENTRY POINT AT 12'
55
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EXISTING GRADE
STA: 63+81
STA: 64+54
0
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COMM LINE
COMM LINE
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=
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50
50
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U
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45
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II
40
�
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N
J
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PROPOSED PIPELINE
z
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51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00
0
MATERIAL
271'
1129'
CONST. METHOD
OPEN CUT
HDDDD
CLASS / MAOP
60 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO 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) 9 OF 29
DWG SCALE AS NOTED
NCDOT 17 RELOCATION
A
04-13-2020
ISSUED FOR 30% DESIGN REVIEW
JJK
MMT
CAM
AREA CODE
1853
DATE
INITIALS
REGIONAL
XX/XXI20XX
XXX
ENGINEER
�' DUKE Piedmont
ALIGNMENT SHEET
DWG DATE 1211612019 SUPERSEDED
_
B
05-15-2020
ISSUED FOR 90% DESIGN REVIEW
PW
MMT
CAM
ACCOUNT NUMBER
DATE
INITIALS
C
08-21-2020
ISSUED FOR BID
VP
MMT
CAM
PROJECT NUMBER
0229512
MGR TECH
`c ENERGY. Natural Gas
r611
DRAWING NUMBER
REVISION
DRAWING BY
JJK
XX/XX/20Xx
xxx
REC&STD
JACKSONVI LLE NORTH CAROLI NA
PNG-C-026-0001092
C
DATE
INITIALS
STATION ID
I
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
XX/XXI20XX
XXX
ENGINEER
COPYRIGHT 2018
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
CHECKER INITIALS
MMT
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

Q
ILL
O
b
ul
u
W
8
cn
a
0
N
Ix
0
x
z
Q
a
344-29
344-29.1
c
344-30
344-31.1
OWNERSHIP
SILENCE IVY D
Q
THOMAS TOMMIE C
Q
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Q
MALLARD KATHY H
& SANDRA F
U)
& NANCY
U)
& SANDRA HUMPHREY
�
& JERRY G
ACREAGE
EASEMENTS
REF. DWG. NO.
_
U
Z
Z_
0 Z O
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0
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a
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+ +
+ + LL
+
+
+
+
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co
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Co co Co
CO Co
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ti
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co
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a ao
a
a
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cn = cn cn
cn cn
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cn
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at
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CONST. METHOD
CLASS /MAOP
PROFESSIONAL ENG/ARCH STAMP
344-29
7
0 A.
+
LO 00 I 66+00
ID
�+I
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J R� 47 4
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60
55
50
45
40
35
30
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0
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in
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v
RAMSEY RD
R/W R/W
LA
GUY WIRE TO
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68+00 69+00
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4
15' PERMANENT
EASEMENT
- R/W R/W R/W�
R/W
� R/W
R/W,
to
30' APPARENT JONES —
ONSLOW ELECTRIC
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STA: 67+17 HDD
ENTRY POINT AT 12°
/ ELEV.482'
70+pp
4
R �
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344-30
PROPOSED 8"
RAMSEY RD GUY WIRE TO
PIPELINE BE RELOCATED
7�+00 " v
— - I
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_R/W�L
344-31.1
HORIZ. BEND RADIUS: 1200'
HORIZ. ARC LENGTH: 582'
iW �M i3X00 /
\ R N O
R/W
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STA: 66+16 HDD
EXIT POINT AT 12°
ELEV. 49.1'
STA: 68+35
ELECTRICAL LINE
STA: 68+32
COMM LINE
EXISTING GRADE
STA: 65+66
LINE
STA:
COMM
65+84
LIN
STA: 68+48
COMM
LINE
STA:
ELECTRICAL
71+68
LINE
COMM
z
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M
z
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-
PROPOSED PIPELINE
60
55
50
45
40
35
30
65+00 65+50
66+00 66+50 67+00 67+50
68+00 68+50 69+00 69+50
70+00 70+50 71+00 71+50
72+00 72+50 73+00 73+50 74+00
74
O
HDD
159'
O
OPEN CUT
667'
O
HDD
60 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO 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
44N DUKE Piedmont
Lc ENERGY, l Natural Gas
COPYRIGHT 2018
NCDOT 17 RELOCATION
ALIGNMENT SHEET
JACKSONVI LLE NORTH CAROLI NA
,
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
A
04-13-2020
ISSUED FOR 30% DESIGN REVIEW
JJK
MMT
CAM
AREA CODE
1853
DATE
XX/XX/20XX
INITIALS
XXX
REGIONAL
ENGINEER
B
05-15-2020
ISSUED FOR 90% DESIGN REVIEW
PW
MMT
CAM
ACCOUNT NUMBER
C
08-21-2020
ISSUED FOR BID
VP
MMT
CAM
PROJECT NUMBER
0229512
DATE
xx/xx/20xx
INITIALS
xxx
MGR TECH
REC & STD
DRAWING BY
JJK
STATION ID
DATE
XX/XX/20XX
INITIALS
XXX
PRINCIPAL
ENGINEER
CHECKER INITIALS
MMT
ISSUED FOR BID
08-21-2020
REF. DWG(S)
a
ILL
O
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a
a
w
J
LL.
O
Of
a
SHEET(S) 10 OF 29 DWG SCALE AS NOTED
DWG DATE 12/16/2019 SUPERSEDED
DRAWING NUMBER REVISION
PNG-C-026-0001093 C
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

344-31.1 0
344-31
+
Q
OWNERSHIP
�
co
344-23
a
�
MALLARD KATHY H
HUMPHREY SHIRLEN
I
C?&
JERRY G co
LEE & SHIRLEY
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ACREAGE
CD
EASEMENTS
REF. DWG. NO.
2
2 J L
0 J
Q w Z 0
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0
w Z
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LU
w j W
=
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0
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6
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J
zo U
z w z
w Z w p
c� H--
a
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cn
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coCC O
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cq
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ti ti Ln a_ ti H ti
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M M
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25
25' X 25' TEMPORARY
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WORKSPACE♦♦�/
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0
o
344-31.1 GUY WIRE TO
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�
20 TEMPORARY WORKSPACE
PROPOSED 8"
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-
BE RELOCATED �'� ♦♦1♦11♦♦11��1���'�PROPOSED X 20 '
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N
J
47 �
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_ APPROX.75'
o
= R
o
A
O OHW L W - O, OHW W OHW OHW OHW L 5) OHW OHW OHW
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_
4 CfJ
4 � Q R�
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T may. T _ — 4 — — — 44 w — — — _
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LINE 3+00 SHT. PNG '♦ 1 L i
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R/W R/W R/W /R/W-wR/WW R/W
R/W R/W R/W R/W R/W
-RMATCH
R/W-C-026-0001102 MATERIAL AND PROFILE
15' PERMANENT
(SEPARATE PACKAGE) _ SHOWN ON PNG-C-026-0001102
EASEMENT
�6=8" (SEPARATE PACKAGE)
0
0
30' APPARENT JONES
ONSLOW ELECTRIC
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60
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=
50
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M
z
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o
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o
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45
-
-
-
45
-
-
-
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-
----
-
-
-
-
-
-
40
40
0
PROPOSED PIPELINE
35
35
c�
30
30
ISSUED FORBID
74+00
74+50 75+00 75+50 76+00 76+50
77+00 77+50 78+00 78+50 79+00 79+50
80+00 80+50 81+00 81+50 82+00 82+50 83+00
83+50 84+00 84+50 85+00 85+50 86+00 86+50 87+00 87+50 88+00
08-21-2020
0
MATERIAL
123'
1277'
CONST. METHOD
OPEN CUT
HDDDD
CLASS / MAOP
60 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO 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) 11 OF 29
DWG SCALE AS NOTED
NCDOT 17 RELOCATION
A
04-13-2020
ISSUED FOR 30% DESIGN REVIEW
JJK
MMT
CAM
AREA CODE
1853
DATE INITIALS
REGIONAL
XX/XXI20XX
XXX
ENGINEER
�' DUKE Piedmont
ALIGNMENT SHEET
DWG DATE 1211612019
SUPERSEDED _
B
05-15-2020
ISSUED FOR 90% DESIGN REVIEW
PW
MMT
CAM
ACCOUNT NUMBER
DATE INITIALS
C
08-21-2020
ISSUED FOR BID
VP
MMT
CAM
PROJECT NUMBER
0229512
XX/XX/20Xx
xxx
MGR TECH
`c ENERGY. Natural Gas
r611
DRAWING NUMBER
REVISION
DRAWING BY
JJK
REC&STD
JACKSONVI LLE NORTH CAROLI NA
PNG-C-026-0001094
C
DATE INITIALS
STATION ID I
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
XX/XXI20XX
XXX
ENGINEER
COPYRIGHT 2018
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
CHECKER INITIALS
MMT
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

+ 344-32.12 344-32.14 344-35 344-36 N 344-32.1 N 349-87
344-32.11 �' M O O 344-37 Ln +
a OWNERSHIP 344-23 00 �, N IM PARKER N LO cc 00 M o
BURTON ALICE K d BRENTON ALLEN co LACHMAN ALLISON Q RD Q SCOTT CYRUS J Q BENTON ALLEN E Q SCOTT CYRUS J Q SCOTT GEORGE JR Q SCOTT GEORGE T JR Q
o cn EUGENE JR & cn SCOTT co cn & BETTY C cn & BARBARA % & BETTY C cn cn & CORA LANIER ANNETTE LL
O
c=a ACREAGE
CD
EASEMENTS UTILITY EASEMENT UTILITY EASEMENT UTILITY EASEMENT
REF. DWG. NO. PNG-C-026-0001127
J � �
U ~ 0' J = L � z = W Q Z =
W J 01 W J H W J W J J W H Z co 0 O
z r O H L.0 O o o Z H z o r z r Z H r O O Z O z o Z a 0
J Q z W z z Z Y W W W J Q w Q J Q Q J Q W d J W O W J O w % W
w z w w o m m m } o am >- cl >- CD o m of ma of m _ m �m CD
z H W m J m m Q= Q = 0 0 H Q H 0' W ¢ W W H Q Q LU 1' O LZ � U O Z
Z > � w (� w U 0- U J J J W X w > W> > W W > W Z J X W W U' �_ W ZJi J Z
a_ 0 > H U)> > Q w o -3 0 w w w a_ � W O o 0 p a_ X cc 0 w w� w cn o O 0
Q O _ O Z w O O cn w O w o O w O w w 0 0 0 0 J O Q
O J W Z > J J J O O O Q' > o J � > J J of> > J N 0 w Lf� 0 & a_ U 2 I� H
cn w U eo U r� °r� 00 U U > N> w O= N U w O U U w O O U = w _ w
f� O N O ti O
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+ + + + Or + + + + + + + + + O + 0 + + + + + LiJ + + + + + + + + + + LiJ + + + + + LiJ LiJ N N
co 00 O O W O O N N cq N N M M "t Ln LO LO Ln LO co co O � 00 00 00 00 O O O O O W O O O O O O
00 Go 00 00 00 M 07 O M M O O M W O W M M O O O O O O M O M M M M O O) M M M O
Q Q Q Q Q Q Q Q Q Q Q Q Q Q J Q J Q Q Q Q Q D Q Q Q Q Q Q Q Q Q Q D Q Q Q Q Q D Q Q Q Q D Q Q
HO �O
cn cn cn cn 0- (n (n cn (n cn cn (n UJ (n 0� cn fk� (n cn !n (n cn 2 cn cn cn cn cn (n (n (n Cn co 2 cn cn cn cn cn 2 cn cn (n cn 2 cn cn
344-32.11 GUY WIRE TO BE RELOCATED DID EXIT I 349-87
N o r=� 20' TEMPORARY WORKSPACE 344-32.14 � HDD ENTRY Fu
O r♦�♦ . 1 \ ' \ A W 344-32.1
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R/ww M L . `Y' e w� �`— —R/W— EASEMENT R/w
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Z Raw _ - RAN
RD
Q
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234'
284'
732'
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00 0
0
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
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NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
NCDOT 17 RELOCATION
A
04-13-2020
ISSUED FOR 30% DESIGN REVIEW
JJK
MMT
CAM
AREA CODE
1853
DATE
NITIALS
REGIONAL
r
XXIXX/20XX
XXX
ENGINEER
'f'C� DUKE Piedmont
ALIGNMENT SHEET
B
05-15-2020
ISSUED FOR 90% DESIGN REVIEW
PW
MMT
CAM
ACCOUNT NUMBER
0229512
DATE
INITIALS
C
08-21-2020
ISSUED FOR BID
VP
MMT
CAM
PROJECT NUMBER
MGR TECH
Nla d Gas
DRAWING BY
JJK
XXIXX/20XX
XXX
REC&STD
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STATION ID
DATE
INITIALS
PRINCIPAL
E PROFESSIONALENG/ARCHSTAMP
XXIXX/20XX
XXX
ENGINEER
COPYRIGHT 2018
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
CHECKER INITIALS
MMT
55
50
45
40
35
30
25
142+00
REF. DWG(S)
ISSUED FOR BID
08-21-2020
0
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0
08-21-2020
MATERIAL
34'
1366'
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HDD
OPEN CUT
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60 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO 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) 16 OF
29
DWG SCALE AS NOTED
NCDOT 17 RELOCATION
A
04-13-2020
ISSUED FOR
30% DESIGN REVIEW
JJK
MMT
CAM
AREA CODE
1853
DATE
INITIALS
REGIONAL
XX/XXI20XX
XXX
ENGINEER
�' DUKE Piedmont
ALIGNMENT SHEET
DWG DATE 1211612019
SUPERSEDED _
B
05-15-2020
ISSUED FOR 90% DESIGN REVIEW
PW
MMT
CAM
ACCOUNT NUMBER
DATE
INITIALS
C
08-21-2020
ISSUED FOR
BID
VP
MMT
CAM
PROJECT NUMBER
0229512
MGR TECH
`c ENERGY, Natural Gas
r611
DRAWING NUMBER
REVISION
DRAWING BY
JJK
XX/XX/20Xx
xxx
REC&STD
JACKSONVI LLE NORTH CAROLI NA
PNG-C-026-0001099
C
DATE
INITIALS
STATION ID I
PRINCIPAL
f
PROFESSIONAL ENG/ARCHSTAMP
XX/XXI20XX
XXX
ENGINEER
COPYRIGHT 2018
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
CHECKER INITIALS
MMT
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

349-130.1
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162+00 162+50 163+00
08-21-2020
b
MATERIAL
5
5
100,
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0
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OPEN CUT
BORE
OPEN CUT
CLASS / MAOP
60 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-C-026-0001111
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) 17 OF 29
DWG SCALE AS NOTED
NCDOT 17 RELOCATION
A
04-13-2020
ISSUED FOR 30% DESIGN REVIEW
JJK
MMT
CAM
AREA CODE
1853
DATE
INITIALS
REGIONAL
XXIXX/20XX
XXX
ENGINEER
PUKE Piedmont
'�'r6li
ALIGNMENT SHEET
DWG DATE 12116/2019
SUPERSEDED _
B
05-15-2020
ISSUED FOR 90% DESIGN REVIEW
PW
MMT
CAM
ACCOUNT NUMBER
0229512
DATE
INITIALS
C
08-21-2020
ISSUED FOR BID
VP
MMT
CAM
PROJECT NUMBER
MGR TECH
ENERGY. Natural Gas
DRAWING NUMBER
REVISION
DRAWING BY
JJK
XX/XX/20Xx
xxx
REC&STD
JACKSONVI LLE NORTH CAROLI NA
PNG-C-026-0001100
C
DATE
INITIALS
STATION ID
I
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
XXIXX/20XX
XXX
ENGINEER
COPYRIGHT 2018
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
CHECKER INITIALS
MMT
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

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08-21-2020
MATERIAL
18,
465'
240'
O
O
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OPEN CUT
OPEN CUT
HDD
CLASS / MAOP
60 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-C-026-0001117
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) 18 OF 29
DWG SCALE AS NOTED
NCDOT 17 RELOCATION
A
04-13-2020
ISSUED FOR 30% DESIGN REVIEW
JJK
MMT
CAM
AREA CODE
1853
DATE
INITIALS
REGIONAL
XXIXX/20XX
XXX
ENGINEER
PUKE
'�'r6li
Piedmont
ALIGNMENT SHEET
DWG DATE 12116/2019
SUPERSEDED _
B
05-15-2020
ISSUED FOR 90% DESIGN REVIEW
PW
MMT
CAM
ACCOUNT NUMBER
0229512
DATE
INITIALS
C
08-21-2020
ISSUED FOR BID
VP
MMT
CAM
PROJECT NUMBER
MGR TECH
ENERGY.
Natural Gas
DRAWING NUMBER
REVISION
DRAWING BY
JJK
XX/XX/20Xx
xxx
REC&STD
JACKSONVI LLE NORTH CAROLI NA
PNG-C-026-0001101
C
DATE
INITIALS
STATION ID
I
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
XXIXX/20XX
XXX
ENGINEER
COPYRIGHT 2018
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
CHECKER INITIALS
MMT
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

TEMPORARY
\
WORKSPACE00
\
1
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I\
IV
00
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— OVA
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0/-/*
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4iQ
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J
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HORIZONTAL SCALE: 1 " = 20'
0
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O
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35
35
BORE PIT
PROPOSED 8"
RECEIVING PIT PIPELINE
30
30
ISSUED FOR BID
25
25
08-21-2020
91+00
91+25 91+50 91+75 92+00
92+25
92+50 92+75 93+00 93+25 93+50
93+75 94+00
0' 20' 40'
HORIZONTAL SCALE: 1 " = 20'
0' 5' 10,
VERTICAL SCALE: 1 " 5'
MATERIAL
95'
125'
82'
0
0
0
CONST. METHOD
OPEN CUT
OPEN CUT
BORE
CLASS 1 MAOP
60 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-C-026-0001095
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
N C DOT 17 RELOCATION
SHEET(S) 19 OF 29
DWG SCALE AS NOTED
A
08-21-2020
ISSUED FOR BID
DLJ
MMT
CAM
AREA CODE
1853
DATE
INITIALS
XXIXX/20XX
XXX
REGIONAL
DWG DATE 12116/2019
SUPERSEDED
ACCOUNT NUMBER
ENGINEER
DUKE Piedmont
CROSSING DRAWING - RAMSEY ROAD
0229512
DATE
INITIALS
PROJECT NUMBER
xxlxx/2oxx
xxx
MGR TECH
Wo
�' ENERGY. Natural Gas
DRAWING NUMBER
REVISION
DRAWING BY
JJK
REC&STD
JACKSONVI LLE NORTH CAROLI NA
- - -
PNG C 026 0001127
A
DATE
INITIALS
PROFESSIONAL ENG/ARCHSTAMP
STATION ID
XXIXXI20XX
XXX
PRINCIPAL
ENGINEER
COPYRIGHT 2018
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
CHECKER INITIALS
MMT
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

V
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50 50
EXISTING GROUND STA:161+59 STA-. 161+96
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PIPELINE L I 35
7
BORE PIT
RECEIVING PIT
30 30
STA:161+57 :STA: 161+74
CATV LINE
WATER LINE
ISSUED FOR BID
25 25 08-21-2020
160+75 161+00 161+25 161+50 161+75 162+00 162+25 162+50 162+75
0' 20' 40'
HORIZONTAL SCALE: 1 " = 20'
0' 5' 10,
VERTICAL SCALE: 1 " 5'
MATERIAL
74'
0
50'
0
76'
0
CONST. METHOD
OPEN CUT
OPEN CUT
BORE
CLASS / MAOP
60 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-C-026-0001100
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
N C DOT 17 RELOCATION
SHEET(S) 20 OF 29
DWG SCALE AS NOTED
A
05-15-2020
ISSUED FOR 90% DESIGN REVIEW
JJK
MMT
CAM
AREA CODE
1853
DATE
NITI
REGIONAL
XXIXX/20XX
XXX
ENGINEER
��� DUKE ledniOClt
CROSSING DRAWING - RAMSEY ROAD
DWG DATE 12116/2019
SUPERSEDED
B
08-21-2020
ISSUED FOR BID
VP
MMT
CAM
ACCOUNT NUMBER
DATE
INITIALS
PROJECT NUMBER
0229512
xxlxx/2oxx
xxx
MGR TECH
Vatural
�' ENERGY. Gas
DRAWING NUMBER
REVISION
DRAWING BY
JJK
REC&STD
JACKSONVI LLE NORTH CAROLI NA
- - -
PNG C 026 0001111
R
V
DATE
INITIALS
PROFESSIONAL ENG/ARCHSTAMP
STATION ID
XXIXXI20XX
XXX
PRINCIPAL
ENGINEER
COPYRIGHT 2018
,
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
CHECKER INITIALS
MMT
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

0 50 100
00119
1IN = 50FT
PLAN
RAMSEY ROAD TIE-IN
�XI ST /NG 8„PL PIPELINS \
G
\G 1
CPLG
11
PNG C-'026-0001088
DETAIL
RAMSEY ROAD TIE-IN
0 2 4
11N = 2FT
N
P
G \
G
\ EXIST/NG 8„
PL PIPELINE
off'11
\ \ u ,,, ,N
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SEE DETAIL 8 THIS SHEET
w
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11
PNG C -026-0001101
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RAMSEY ROAD TIE-IN
0 2 4
11N = 2FT
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
`
v
n
-
PROFESSIONAL ENG/ARCHSTAMP
NO.1
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
DUKE Piedmont
t ENERGY,: Natural Gas
COPYRIGHT 2018
NCDOT 17 RELOCATION
TIE-IN PLANS
JACKSONVI LLE NORTH CAROLI NA
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
A
08-21-2020
ISSUED FOR BID
DLJ
MMT
CAM
AREA CODE
1853
DATE
xX/xx/20xx
NITIALS
xxx
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
0229512
DATE
xx/xx/20xx
INITIALS
xxx
MGR TECH
REC&STD
DRAWING BY
JJK
STATION ID
DATE
XX/XX/20XX
INITIALS
XXX
PRINCIPAL
ENGINEER
CHECKER INITIALS
MMT
ISSUED FOR BID
08-21-2020
REF. DWG(S)
SHEET(S) 21 OF 29 DWG SCALE AS NOTED
DWG DATE 12/16/2019 SUPERSEDED
DRAWING NUMBER REVISION
PNG-C-026-0001117 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

LIMITS OF
DISTURBANCE
/ ►:i�1��i1_A
-00
o /
4� ---- LOD/ —
49
WATT L E
It
& ROCK
CHECK DAM
OUTLET
PROPOSED 8"
RAMSEY RD
PIPELINE
��'� ������������� ��5 00 ��� �— -- ��6+00��������� ������7+00����������A- 8+00 �_. �9+00---10+00— -----1 +00----- --
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w-
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12+00
13+00
6' ROCK
CHECK DAM
OUTLET
L
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
n
Y
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
NCDOT 17 RELOCATION
A
05-15-2020
ISSUED FOR 90% DESIGN REVIEW
VP
MMT
CAM
AREA CODE
1853
DATE
INITIALS
REGIONAL
-
p
XX/XX/20XX
XXX
ENGINEER
't' DUKE Piedmont
ES&PC PLAN
B
08-21-2020
ISSUED FOR BID
VP
MMT
CAM
ACCOUNT NUMBER
0229512
DATE
INITIALS
v
PROJECT NUMBER
XXIXX/20XX
XXX
MGR TECH
ENERGY- ICI Natural Gas
DRAWING BY
JJK
REC &STD
JACKSONVI LLE, NORTH CAROLINA
=
STATION ID
DATE
INITIALS
PRINCIPAL
PROFESSION,4LENG/ARCHSTAMP
J
XXIXX/20XX
XXX
ENGINEER
COPYRIGHT2018
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
CHECKER INITIALS
MMT
0
0
rn
N
w
z
_
U
Q
W.T. WHITEHEAD DR
RAMSEY RD
0
0
Ln
TERRY LEE LANIER DR
w
Z_
J
= SITE LOCATION MAP
Q SCALE: 1" =1000' O"
NOTES:
1. SILT FENCE SHALL BE INSTALLED IN ALL
NON PAVED AREAS. IN PAVED AREAS,
COMPOST SOCKS SHALL BE INSTALLED.
2. ALL TREES TO REMAIN SHALL BE
PROTECTED WITH TREE PROTECTION
FENCING. TREE PROTECTION FENCING
SHALL BE 4' ORANGE MESH FENCE
PLACED ALONG THE LIMITS OF
DISTURBANCE (LOD)
3. ANY DISTURBED AREA LEFT IDLE FOR A
PERIOD OF 14 DAYS OR LONGER SHALL
BE STABILIZED WITH MULCHING AND
TEMPORARY SEEDING WITH THE
EXCEPTION OF AGRICULTURAL FIELDS
WHICH ONLY NEED STABILIZATION TO
THE EXTENT REQUIRED TO AVOID TOP
SOIL WASHING AWAY.
4. ALL DISTURBED AREAS SHALL BE
PERMANENTLY SEEDED BEFORE
PROJECT CLOSEOUT. PERMANENT
SEEDING SHALL BE SEEDED IN
ACCORDANCE WITH NORTH CAROLINA
EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
SECTION 6.11.
5. REFER TO PNG-C-026-0001168 -
PNG-C-026-0001169 FOR ES&PC DETAILS.
6. INSTALL SILT FENCE, CHECK DAMS,
CONSTRUCTION ENTRANCES, INLET
PROTECTION, WETLAND MATTING, AND
COMPOST SOCKS/ WADDLES PRIOR TO
LAND DISTURBING ACTIVITY. ALL BMPS
MUST BE MAINTAINED AND REMAIN IN
PLACE UNTIL END OF CONSTRUCTION
ACTIVITIES AND SITE IS STABILIZED WITH
PERMANENT SEEDING.
LIMITS OF DISTURBED AREA: 11.30 AC
POINT OF CONTACT (MAINTENANCE):
JOSEPH KEILY (252)-639-7240
LEGEND:
— L❑D — — LIMITS OF DISTURBANCE
— — — — — — EXISTING CONTOUR
T a WETLANDS
TEMPORARY SILT FENCE—c69
vi
WATTLE 2
C-026-0001169
v
CONSTRUCTION ENTRANCE
C-026-0001169
v
CLOTH & GRAVEL INLET PROTECTION
C-026-0001169
v
ROCK CHECK DAM—
C-026-0001169
v
ROCK PIPE INLET PROTECTION
C-026-0001169
vi
WETLAND MATTING
C-026-0001169
v
PERMANENT SEEDING
C-026-0001169
v
TEMPORARY SEEDING
C-026-0001169
v
0 50 100
00119
1IN = 50FT
REF. DWG(S)
SHEET(S) 22 OF 29 1 DWG SCALE AS NOTED
DWG DATE 12/16/2019 ISUPERSEDED
DRAWING NUMBER REVISION
PNG-C-026-0001120 B
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

PROPOSED 8"�-
RAMSEY RD PIPELINE
+ 1 _
i11�1��1f1��1=1��i�1�Ij1 11�1111�11�1♦�11�j�1 �1�111�1�11�11�1�1111�11�1�1�1���►�1�1��
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724
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+g"�����+�������
— — LOD A L-ABLUU
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BE RELOCATED
48 —
—GO��---G -I ----
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r -! -.&.- ,
--- --- &-
sow
& ROCK
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OUTLET
PROPOSED 8"
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PIPELINE BE RELOCATED
�Q l
LOD—
WATTLE
S
I xf IIVI VL 1
RD
SITE LOCATION MAP
SCALE: 1" =1000' O"
NOTES:
1. SILT FENCE SHALL BE INSTALLED IN ALL
NON PAVED AREAS. IN PAVED AREAS,
COMPOST SOCKS SHALL BE INSTALLED.
2. ALL TREES TO REMAIN SHALL BE
PROTECTED WITH TREE PROTECTION
FENCING. TREE PROTECTION FENCING
SHALL BE 4' ORANGE MESH FENCE
PLACED ALONG THE LIMITS OF
DISTURBANCE (LOD)
3. ANY DISTURBED AREA LEFT IDLE FOR A
PERIOD OF 14 DAYS OR LONGER SHALL
BE STABILIZED WITH MULCHING AND
TEMPORARY SEEDING WITH THE
EXCEPTION OF AGRICULTURAL FIELDS
WHICH ONLY NEED STABILIZATION TO
THE EXTENT REQUIRED TO AVOID TOP
SOIL WASHING AWAY.
4. ALL DISTURBED AREAS SHALL BE
0 PERMANENTLY SEEDED BEFORE
LO PROJECT CLOSEOUT. PERMANENT
Q0 SEEDING SHALL BE SEEDED IN
w ACCORDANCE WITH NORTH CAROLINA
z EROSION AND SEDIMENT CONTROL
J
PLANNING AND DESIGN MANUAL
SECTION 6.11.
Q 5. REFER TO PNG-C-026-0001168 -
PNG-C-026-0001169 FOR ES&PC DETAILS.
6. INSTALL SILT FENCE, CHECK DAMS,
CONSTRUCTION ENTRANCES, INLET
PROTECTION, WETLAND MATTING, AND
COMPOST SOCKS/ WADDLES PRIOR TO
LAND DISTURBING ACTIVITY. ALL BMPS
MUST BE MAINTAINED AND REMAIN IN
PLACE UNTIL END OF CONSTRUCTION
ACTIVITIES AND SITE IS STABILIZED WITH
PERMANENT SEEDING.
LIMITS OF DISTURBED AREA: 11.30 AC
POINT OF CONTACT (MAINTENANCE):
JOSEPH KEILY (252)-639-7240
LEGEND:
— LOD— - LIMITS OF DISTURBANCE
— — — — — — EXISTING CONTOUR
T a WETLANDS
i r T
TEMPORARY SILT FEN C c 69
vi
WATTLE 2
C-026-0001169
v
CONSTRUCTION ENTRANCE C-026-0001169
v
CLOTH & GRAVEL INLET PROTECTION
C-026-0001169
v
ROCK CHECK DAM
C-026-0001169
v
ROCK PIPE INLET PROTECTION C-026-0001169
v
WETLAND MATTING
C-026-0001169
v
PERMANENT SEEDING C-026-0001169
vi
TEMPORARY SEEDING
C-026-0001169
0 50 100 v
ISSUED FOR BID 1IN=50FT
07-10-2020
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
REF. DWG(S)
PROFESSIONAL ENG/ARCHSTAMP
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
��� DUKE Piedmont
t ENERGY,: Natural Gas
COPYRIGHT 2018
NCDOT 17 RELOCATION
ES&PC PLAN
JACKSONVI LLE NORTH CAROL/NA
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
SHEET(S) 23 OF 29
DWG SCALE AS NOTED
A
05-15-2020
ISSUED FOR 90% DESIGN REVIEW
VP
MMT
CAM
AREA CODE
1853
DATE
XXIXX/20XX
INITIALS
XXX
REGIONAL
ENGINEER
DWG DATE 12116/2019
SUPERSEDED _
B
08-21-2020
ISSUED FOR BID
VP
MMT
CAM
ACCOUNT NUMBER
PROJECT NUMBER
0229512
DATE
XXIXX/20XX
INITIALS
XXX
MGR TECH
REC&STD
DRAWING NUMBER
PN 0 000 - - 2 - 1121
REVISION
B
DRAWING BY
JJK
STATION ID
DATE
XXIXX/20XX
INITIALS
XXX
PRINCIPAL
ENGINEER
CHECKER INITIALS
MMT
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

Vu,,,..,,v��iplpIII1V �. • .
p�ll���� IIVVo,
O
O
LJ LOD— —
z
J
Q
1 40
0
0
N
0
z
5
v
QS
GUY WIRE TO
BE RELOCATED
76+00
Q
2wl 6 �17�����1���111�11rj�1ti��.
78+00
—
4 4 EMENT PB 6
S" —4------- --
9' - — � 6' ROCK
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- f
1 111AITc+ f1r
M,i LA79+00K4d
PROPOSED 8"
RAMSEY RD
PIPELINE
80+OOiiG��� ��w;A,81+00
LVU VU — LVU
_ _ _ _ _ _ RAMSEYRD _ — _ — — RAMSEY RD
0
fy-
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w
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6' ROCK
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DISTURBANCE
01
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82+OO��iiiiiiiiii 83+00
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BE RELOCATED 1gF11r1�1�1�1/1�1�-� $+o +
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00 -
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OUTLET A
-
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O
02 O
o
w
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L
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
n
Y
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
NCDOT 17 RELOCATION
A
05-15-2020
ISSUED FOR 90% DESIGN REVIEW
VP
MMT
CAM
AREA CODE
1853
DATE
INITIALS
REGIONAL
-
p
XX/XX/20XX
XXX
ENGINEER
't' DUKE Piedmont
ES&PC PLAN
B
08-21-2020
ISSUED FOR BID
VP
MMT
CAM
ACCOUNT NUMBER
0229512
DATE
INITIALS
v
PROJECT NUMBER
XXIXX/20XX
XXX
MGR TECH
ENERGY- ICI Natural Gas
DRAWING BY
JJK
REC &STD
JACKSONVI LLE, NORTH CAROLINA
=
STATION ID
DATE
INITIALS
PRINCIPAL
PROFESSIONALENG/ARCHSTAMP
J
XXIXX/20XX
XXX
ENGINEER
COPYRIGHT2018
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
CHECKER INITIALS
MMT
DRUMMER
KELLUM RD
W.M.N.M-.9
RAMSEY
RD
SITE LOCATION MAP
SCALE: 1" =1000' O"
NOTES:
1. SILT FENCE SHALL BE INSTALLED IN ALL
NON PAVED AREAS. IN PAVED AREAS,
COMPOST SOCKS SHALL BE INSTALLED.
2. ALL TREES TO REMAIN SHALL BE
PROTECTED WITH TREE PROTECTION
FENCING. TREE PROTECTION FENCING
SHALL BE 4' ORANGE MESH FENCE
PLACED ALONG THE LIMITS OF
DISTURBANCE (LOD)
3. ANY DISTURBED AREA LEFT IDLE FOR A
PERIOD OF 14 DAYS OR LONGER SHALL
BE STABILIZED WITH MULCHING AND
TEMPORARY SEEDING WITH THE
EXCEPTION OF AGRICULTURAL FIELDS
WHICH ONLY NEED STABILIZATION TO
THE EXTENT REQUIRED TO AVOID TOP
SOIL WASHING AWAY.
4. ALL DISTURBED AREAS SHALL BE
PERMANENTLY SEEDED BEFORE
PROJECT CLOSEOUT. PERMANENT
SEEDING SHALL BE SEEDED IN
ACCORDANCE WITH NORTH CAROLINA
EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
SECTION 6.11.
5. REFER TO PNG-C-026-0001168 -
PNG-C-026-0001169 FOR ES&PC DETAILS.
6. INSTALL SILT FENCE, CHECK DAMS,
CONSTRUCTION ENTRANCES, INLET
PROTECTION, WETLAND MATTING, AND
COMPOST SOCKS/ WADDLES PRIOR TO
LAND DISTURBING ACTIVITY. ALL BMPS
MUST BE MAINTAINED AND REMAIN IN
PLACE UNTIL END OF CONSTRUCTION
ACTIVITIES AND SITE IS STABILIZED WITH
PERMANENT SEEDING.
LIMITS OF DISTURBED AREA: 11.30 AC
POINT OF CONTACT (MAINTENANCE):
JOSEPH KEILY (252)-639-7240
LEGEND:
— L❑D — — LIMITS OF DISTURBANCE
— — — — — — EXISTING CONTOUR
T a WETLANDS
TEMPORARY SILT FENCEc
69
WATTLE 2
C-026-0001169
v
CONSTRUCTION ENTRANCE
C-026-0001169
v
CLOTH & GRAVEL INLET PROTECTION
C-026-0001169
v
ROCK CHECK DAM
C-026-0001169
v
ROCK PIPE INLET PROTECTION
C-026-0001169
v
WETLAND MATTING
C-026-0001169
v
PERMANENT SEEDING
C-026-0001169
v
TEMPORARY SEEDING
C-026-0001169
v
0 50 100
00119
1IN = 50FT
REF. DWG(S)
SHEET(S) 24 OF 29 1 DWG SCALE AS NOTED
DWG DATE 12/16/2019 ISUPERSEDED
DRAWING NUMBER REVISION
PNG-C-026-0001122 B
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

LIMITS OF - PROPOSED 8"
DISTURBANCE
RAMSEY RD
E
GUY WIRES TO PIPELIN
BE RELOCATED - - - - im
�, 1 1 1♦ ,W,IS 111♦1♦1♦1♦� 1���1111 ♦1♦
♦ ♦♦♦ j �,+11♦11�♦1�1�1.�1�12o+oo'r_I ��1�► 121+00-�._1�1��� ��
_ ♦ ♦ice 1♦I�,�g+00 _ 4 - _ ----_ -4 ----
i 1♦1�♦���1. � — _=42 42—
43--4
O �11♦1♦�♦�� p0 --�_-----_—---�___ - -_--_ -
Ar
6 ROCK l
v CHECK DAM
�YR - �- OUTLET
6' ROCK
-i-- CHECK DAM
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EL DRIVEWAY
U
75
VV
f o�
r � I
LL-1
JOH
SMITE
W �
DO
122+00
6' ROCK s
ni irnv nnnn
i1�
1
123+00
6' ROCK
CHECK DAM
OUTLET
124+00
125+00
S
JON� G� 480'
0c —All
��
►♦1/1♦1111
VU—
—40
RAMSEY RD WATTLE
L_5
CHECK DAM
OUTLET
'u
24' RC
4P�
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G�O
�\G MG
PP �G�N-1 O
3 O
o
� I �
_ 11♦♦11♦♦ \ o � N
w
_ — 129- z_
184Q?CP _38
WATTLE =7n=M5=RD
- - Q
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
PROFESSIONALENG/ARCHSTAMP
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
Piedmont
DUKEr611INatural
ENERGY, G a s
COPYRIGHT 2018
NCDOT 17 RELOCATION
ES&PC PLAN
LLE NORTH CAROLINA
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
A
05-15-2020
ISSUED FOR 90% DESIGN REVIEW
VP
MMT
CAM
AREA CODE
1853
DATE
xX/XX/20XX
INITIALS
XXX
REGIONAL
ENGINEER
B
08-21-2020
ISSUED FOR BID
VP
MMT
CAM
ACCOUNT NUMBER
PROJECT NUMBER
0229512
DATE
xx/xx/20xx
INITIALS
xxx
MGR TECH
REC&STDJACKSONVI
DRAWING BY
JJK
STATION ID
DATE
XX/XXI20XX
INITIALS
XXX
PRINCIPAL
ENGINEER
CHECKER INITIALS
MMT
Q
FARRIS LN I �- RAMSEY RD
WEBSTER LN
SITE LOCATION MAP
SCALE: 1" = 1000' O"
NOTES:
1. SILT FENCE SHALL BE INSTALLED IN ALL
NON PAVED AREAS. IN PAVED AREAS,
COMPOST SOCKS SHALL BE INSTALLED.
2. ALL TREES TO REMAIN SHALL BE
PROTECTED WITH TREE PROTECTION
FENCING. TREE PROTECTION FENCING
SHALL BE 4' ORANGE MESH FENCE
PLACED ALONG THE LIMITS OF
DISTURBANCE (LOD)
3. ANY DISTURBED AREA LEFT IDLE FOR A
PERIOD OF 14 DAYS OR LONGER SHALL
BE STABILIZED WITH MULCHING AND
TEMPORARY SEEDING WITH THE
EXCEPTION OF AGRICULTURAL FIELDS
WHICH ONLY NEED STABILIZATION TO
THE EXTENT REQUIRED TO AVOID TOP
SOIL WASHING AWAY.
4. ALL DISTURBED AREAS SHALL BE
PERMANENTLY SEEDED BEFORE
PROJECT CLOSEOUT. PERMANENT
SEEDING SHALL BE SEEDED IN
ACCORDANCE WITH NORTH CAROLINA
EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
SECTION 6.11.
5. REFER TO PNG-C-026-0001168 -
PNG-C-026-0001169 FOR ES&PC DETAILS.
6. INSTALL SILT FENCE, CHECK DAMS,
CONSTRUCTION ENTRANCES, INLET
PROTECTION, WETLAND MATTING, AND
COMPOST SOCKS/ WADDLES PRIOR TO
LAND DISTURBING ACTIVITY. ALL BMPS
MUST BE MAINTAINED AND REMAIN IN
PLACE UNTIL END OF CONSTRUCTION
ACTIVITIES AND SITE IS STABILIZED WITH
PERMANENT SEEDING.
LIMITS OF DISTURBED AREA: 11.30 AC
POINT OF CONTACT (MAINTENANCE):
JOSEPH KEILY (252)-639-7240
LEGEND:
- L❑D - - LIMITS OF DISTURBANCE
- - - - - - - EXISTING CONTOUR
O
T rra WETLANDS
I a
O*- .—.—
L0 TEMPORARY SILT FENC c+
^v
69
w j � WATTLE c-026r69
J CONSTRUCTION ENTRANCE CC-026-0001169
Q CLOTH & GRAVEL INLET PROTECTION C-026-0o01169
� v
ROCK CHECK DAM
C-026-0001169
v
ROCK PIPE INLET PROTECTION
C-026-0001169
v
WETLAND MATTING
C-026-0001169
v
PERMANENT SEEDING
C-026-0001169
v
TEMPORARY SEEDING
C-026-0001169
v
0 50 100
1IN = 50FT
REF. DWG(S)
SHEET(S) 25 OF 29 1 DWG SCALE AS NOTED
DWG DATE 12/16/2019 SUPERSEDED
DRAWING NUMBER REVISION
PNG—C-026-0001123 B
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

0
0
0
L0
w
z_
J
U
Q
0
0
CD
w
z_
J
kk
PROPOSED 8"
DDRA(ZGV Dr) DIDGI MiG
ONS� EPSEMEN�
Ir
G
010
ADDITIONAL TEMPORARY
WORKSPACE
MA� SINE
6' ROCK
CHECK DAM
io
RAMSEY RC
KELLUM
LOOP RD
SITE LOCATION MAP
SCALE: 1" = 1000' O"
NOTES:
1. SILT FENCE SHALL BE INSTALLED IN ALL
NON PAVED AREAS. IN PAVED AREAS,
COMPOST SOCKS SHALL BE INSTALLED.
2. ALL TREES TO REMAIN SHALL BE
PROTECTED WITH TREE PROTECTION
FENCING. TREE PROTECTION FENCING
SHALL BE 4' ORANGE MESH FENCE
PLACED ALONG THE LIMITS OF
DISTURBANCE (LOD)
3. ANY DISTURBED AREA LEFT IDLE FOR A
PERIOD OF 14 DAYS OR LONGER SHALL
BE STABILIZED WITH MULCHING AND
TEMPORARY SEEDING WITH THE
EXCEPTION OF AGRICULTURAL FIELDS
WHICH ONLY NEED STABILIZATION TO
THE EXTENT REQUIRED TO AVOID TOP
SOIL WASHING AWAY.
4. ALL DISTURBED AREAS SHALL BE
PERMANENTLY SEEDED BEFORE
PROJECT CLOSEOUT. PERMANENT
SEEDING SHALL BE SEEDED IN
ACCORDANCE WITH NORTH CAROLINA
EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
SECTION 6.11.
5. REFER TO PNG-C-026-0001168 -
PNG-C-026-0001169 FOR ES&PC DETAILS.
6. INSTALL SILT FENCE, CHECK DAMS,
CONSTRUCTION ENTRANCES, INLET
PROTECTION, WETLAND MATTING, AND
COMPOST SOCKS/ WADDLES PRIOR TO
LAND DISTURBING ACTIVITY. ALL BMPS
MUST BE MAINTAINED AND REMAIN IN
PLACE UNTIL END OF CONSTRUCTION
ACTIVITIES AND SITE IS STABILIZED WITH
PERMANENT SEEDING.
LIMITS OF DISTURBED AREA: 11.30 AC
POINT OF CONTACT (MAINTENANCE):
JOSEPH KEILY (252)-639-7240
LEGEND:
— L❑D — — LIMITS OF DISTURBANCE
— — — — — — — EXISTING CONTOUR
T rra rrT'IWETLANDS
TEMPORARY SILT FEN C c 69
vi
j ^
WATTLE c-o26r
v
69
CONSTRUCTION ENTRANCE
C-026-0001169
CLOTH & GRAVEL INLET PROTECTION
C-026-0001169
v
ROCK CHECK DAM
C-026-0001169
v
ROCK PIPE INLET PROTECTION
C-026-0001169
v
WETLAND MATTING
C-026-0001169
v
PERMANENT SEEDING
C-026-0001169
v
TEMPORARY SEEDING
C-026-0001169
v
0 50 100
ISSUED FORBID I 1IN=50FT
07-10-2020
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 IREVISION(S) DESCRIPTION BY
A 05-15-20201 ISSUED FOR 90% DESIGN REVIEW VP
B 08-21-20201 ISSUED FOR BID VP
PROFESSIONAL ENG/ARCHSTAMP
CHK APPD I DESCRIPTION APPROVALS
JIMT CAM AREA CODE 1853 DATE INITIALS
JIMT CAM ACCOUNT NUMBER XX/XX/20XX XXX
PROJECT NUMBER 0229512 DATE INITIALS
DRAWING BY JJK XX/XX/20XX XXX
STATION ID-7
DATE INITIALS
CHECKER INITIALS I MMT XX/XX/20XX XXX
REGIONAL NCDOT 17 RELOCATION
ENGINEER
MGR TECH DUKE r6111Piedmont ES&PC PLAN
REC&STD � ENERGY.:: Natural Gas
JACKSONVI LLE, NORTH CAROLINA
PRINCIPAL
ENGINEER COPYRIGHT 2018 NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
REF. DWG(S)
SHEET(S) 26 OF 29 1 DWG SCALE AS NOTED
DWG DATE 12/16/2019 ISI IPERSEDED
DRAWING NUMBER REVISION
PNG-C-026-0001124 B
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

GENERAL EROSION AND SEDIMENT CONTROL NOTES
1. THIS PROJECT IS LOCATED IN THE WHITE OAK RIVER BASIN.
RECEIVING WATERS: NEW RIVER
CLASSIFICATION: C, NSW
3. CONSTRUCTION ACTIVITY POLLUTION PREVENTION IS REQUIRED FOR THIS
PROJECT. PREVENTION OF POLLUTION RESULTING FROM CONSTRUCTION
ACTIVITIES SHALL BE ACCOMPLISHED BY CONTROLLING SOIL EROSION,
WATERWAY SEDIMENTATION, AND AIRBORNE DUST GENERATION.
CONTRACTOR SHALL ENSURE THAT NO SEDIMENT RESULTING FROM
CONSTRUCTION ACTIVITIES INFRINGES ONTO ADJACENT PROPERTIES.
CONTRACTOR SHALL COORDINATE EROSION AND SEDIMENT CONTROL WITH
OTHER CONSTRUCTION ENTITIES PERFORMING WORK ON ADJACENT
PROPERTIES.
4. SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES USED TO REDUCE
THE AMOUNT OF SOIL PARTICLES THAT ARE CARRIED OFF AN AREA AND
DEPOSITED INTO A DRAINAGE COLLECTION SYSTEM OR INTO A BODY OF
WATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT
EROSION AND SEDIMENTATION ARE CONTROLLED TO THE EXTENT
PRACTICABLE. ALL APPLICABLE SOIL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE IMPLEMENTED AND MAINTAINED THROUGHOUT THE
DURATION OF CONSTRUCTION ACTIVITIES. PRIOR TO INITIATING
CONSTRUCTION IN AN AREA, ALL TEMPORARY EROSION AND SEDIMENT
CONTROL PRACTICES SHALL BE IN PLACE. UPON PROJECT COMPLETION AND
PERMANENT STABILIZATION, ALL TEMPORARY SOIL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE REMOVED.
5. TEMPORARY EROSION CONTROL SHALL BE THE CONTRACTOR'S
RESPONSIBILITY, WHO SHALL UTILIZE APPROPRIATE BEST MANAGEMENT
PRACTICES (BMPS). THOSE BMPS SHALL CONSIST OF SILT FENCE, WATTLES
OR OTHER MEANS TO CONTROL EROSION AS NEEDED.
6. CONTRACTOR SHALL PLACE SILT FENCE PRIOR TO BEGINNING WORK. THE
DEVICES SHALL BE PLACED DOWN -SLOPE OF DISTURBED AREAS WHERE
SHEET EROSION WOULD OCCUR. SILT FENCE SHALL BE CLEANED AND
REPAIRED WHEN SEDIMENT BUILDUP REACHES ONE-THIRD OF SILT FENCE
HEIGHT. AFTER SIGNIFICANT RUNOFF EVENTS (1" OF RAINFALL OR MORE)
AND ON A WEEKLY BASIS, THE CONTRACTOR SHALL INSPECT ALL EROSION
CONTROL STRUCTURES FOR SILT BUILD-UP THAT INTERFERES WITH THE
PERFORMANCE OF THE EROSION CONTROL STRUCTURE AND REPAIR OR
REPLACE THOSE STRUCTURES, AS NECESSARY.
7. ALL STORM DRAIN INLETS SHALL BE PROTECTED BY APPROPRIATE BMPS
DURING CONSTRUCTION, UNTIL ALL SOURCES WITH POTENTIAL FOR
DISCHARGE TO THE INLETS HAVE BEEN STABILIZED.
8. ALL EXISTING DRAIN INLETS SHALL HAVE INLET PROTECTION INSTALLED IN
ACCORDANCE WITH NORTH CAROLINA MANUAL FOR EROSION CONTROL.
EROSION PROTECTION MAY BE REMOVED WHEN VEGETATION IS
ESTABLISHED.
9. IN ACCORDANCE WITH SECTION II.B.2 OF THE NPDES GENERAL PERMIT, ANY
DISTURBED AREA LEFT EXPOSED SHALL BE STABILIZED WITH TEMPORARY
SEEDING WITHIN 7 TO 14 DAYS IN ACCORDANCE WITH NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL SECTION
6.11. PERMANENT STABILIZATION SHALL BE ACHIEVED THROUGH PERMANENT
SEEDING FOR ALL DISTURBED AREAS. SEE SEEDING SCHEDULE IN NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL SECTION 6.11.
10. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY
EROSION AND SEDIMENTATION CONTROLS MUST BE REMOVED. AREAS
DISTURBED DURING REMOVAL OF THE CONTROLS MUST BE STABILIZED WITH
PERMANENT SEEDING AS SOON AS POSSIBLE WITHIN 14 CALENDAR DAYS.
CONSTRUCTION SEQUENCE (SITE)
(PHASE 1)
1. INSTALL CONSTRUCTION ENTRANCE(S) AS SHOWN ON PLAN SHEETS WHERE
EQUIPMENT WILL ENTER AND LEAVE THE PROJECT SITE.
2. INSTALL EROSION CONTROL DEVICES.
3. STABILIZE DISTURBED AREAS WITH EROSION CONTROL DEVICES. UTILIZE
TEMPORARY SEEDING AS NECESSARY.
B. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS THAT REQUIRES
1. MAINTAIN ALL EROSION CONTROL DEVICES PER NCDEQ MAINTENANCE PROVISION OF TEMPORARY OR PERMANENT GROUND COVER PURSUANT TO NCGS
INSTRUCTIONS. 113A - 57(2);
2. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH C. COMPLETION OF STORM DRAINAGE FACILITIES,
VEGETATION, GRAVEL, ETC.
3. ALL EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AS SHOWN ON THE
DRAWINGS UNTIL THE ENTIRE SITE IS PERMANENTLY STABILIZED AND
APPROVED BY THE INSPECTOR.
D. COMPLETION OF CONSTRUCTION OR DEVELOPMENT; AND
E. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER
SUFFICIENT TO RESTRAIN EROSION.
4. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED INSPECTION FORMS ARE AVAILABLE AT:
COMPLETELY, ARRANGE FOR FINAL INSPECTION WITH THE INSPECTOR. HTTP://PORTAL.NCDEQ.ORG/WEB/LR/EROSION
5. IF SITE IS APPROVED, REMOVE EROSION CONTROL MEASURES AND
STABILIZE RESULTING BARE AREAS IMMEDIATELY.
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
NCGS 113A - 54.1
(EFFECTIVE OCTOBER 1, 2010)
15A NCAC 04B .0131 SELF -INSPECTIONS
WHERE INSPECTIONS ARE REQUIRED BY G.S. 113A - 54.1(E), THE FOLLOWING
APPLY:
1. THE PERSON WHO PERFORMS THE INSPECTION SHALL MAKE A RECORD OF THE
SITE INSPECTION BY DOCUMENTING THE FOLLOWING ITEMS:
A. ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES
AND DEVICES, AS CALLED FOR IN A CONSTRUCTION SEQUENCE CONSISTENT WITH
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN, AND THAT THEY
HAVE INITIALLY BEEN INSTALLED AND DO NOT SIGNIFICANTLY DEVIATE (AS
DEFINED IN SUB -ITEM OF THIS RULE) FROM THE LOCATIONS, DIMENSIONS AND
RELATIVE ELEVATIONS SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
PLAN. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND
DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND
SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, PRACTICE OR
DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL
PLAN. THIS DOCUMENTATION IS REQUIRED ONLY UPON THE INITIAL INSTALLATION
OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES AND
DEVICES AS SET FORTH BY THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN OR IF THE MEASURE, PRACTICES AND DEVICES ARE MODIFIED
AFTER INITIAL INSTALLATION;
B. THE COMPLETION OF ANY PHASE OF GRADING FOR ALL GRADED SLOPES AND
FILLS SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN,
SPECIFICALLY NOTING THE LOCATION AND CONDITION OF THE GRADED SLOPES
AND FILLS. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND
DATING A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN
OR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT;
C. THE LOCATION OF TEMPORARY OR PERMANENT GROUND COVER, AND THAT
THE INSTALLATION OF THE GROUND COVER DOES NOT SIGNIFICANTLY DEVIATE
(AS DEFINED IN SUB -ITEM (1)(E) OF THIS RULE) FROM THE APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN. SUCH DOCUMENTATION SHALL BE
ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING
AN INSPECTION REPORT;
2. WHEN THERE ARE ANY SIGNIFICANT DEVIATIONS FROM THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN, CORRECTIVE ACTIONS ARE
REQUIRED TO CORRECT THE DEVIATION AND COMPLETION OF THE CORRECTIVE
ACTIONS SHALL BE DOCUMENTED. SUCH DOCUMENTATION SHALL BE
ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING
AN INSPECTION REPORT. A SIGNIFICANT DEVIATION MEANS AN OMISSION,
ALTERATION OR RELOCATION OF AN EROSION OR SEDIMENTATION CONTROL
MEASURE THAT PREVENTS THE MEASURE FROM PERFORMING AS INTENDED.
THE INSPECTION DOCUMENTATION, WHETHER ON A COPY OF THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN OR AN INSPECTION REPORT, SHALL
INCLUDE THE NAME, ADDRESS, AFFILIATION, TELEPHONE NUMBER, AND
SIGNATURE OF THE PERSON CONDUCTING THE INSPECTION AND THE DATE OF THE
INSPECTION. ANY RELEVANT LICENSES AND CERTIFICATIONS MAY ALSO BE
INCLUDED. ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OF
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN SHALL OCCUR ON
A SINGLE COPY OF THE PLAN AND THAT PLAN SHALL BE MADE AVAILABLE ON THE
SITE. ANY INSPECTION REPORTS SHALL ALSO BE MADE AVAILABLE ON THE SITE.
4. CONTACT INSPECTOR FOR ONSITE INSPECTION OF INSTALLED EROSION
CONTROL DEVICES. THE INSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THE
FOLLOWING PHASES OF A PLAN:
5. MAINTAIN DEVICES AS NEEDED PER NCDEQ MAINTENANCE INSTRUCTIONS.
A. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES;
(PHASE 2 & 3)
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 IREVISION(S) DESCRIPTION
A 108-21-20201 ISSUED FOR BID
PROFESSIONAL ENG/ARCHSTAMP
BY
CHK
JAPPD
DESCRIPTION
APPROVALS
JJK
MMT
CAM
AREA CODE
1853
DATE
XXIXX/2OXX
INITIALS
XXX
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
0229512
DATE
XX/XX/20XX
INITIALS
XXX
MGR TECH
REC & STD
DRAWING BY
JJK
STATION ID
DATE
07/17/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
MMT
NCDOT 17 RELOCATION
rf'DUKE Piedmont EROSION CONTROL NOTES
ENERGY _>> Natural Gas JACKSONVI LLE NORTH CAROLINA
COPYRIGHT 2018 NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
ISSUED FOR BID
07-17-2020
REF. DWG(S)
SHEET(S) 27 OF 29 DWG SCALE AS NOTED
DWG DATE 12/16/2019 ISUPERSEDED
DRAWING NUMBER REVISION
P N G-C-026-0001171 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.
PLASTIC CAP
6' MAX WITH WIRE jrl OVER POST
4' MAX FOR TROUT WATERS
MIDDLE AND VERTICAL WIRES
SHALL BE 121/2 GAUGE MIN.
■tlMMMMMMM1
EM_
i€€€€€
_ _ _ = 1=11=11=11=11=11=11=11=11=11=�11=11=11=11=u=u=11=11=11=11=III
����:
'11=11=11=11=11=11=11=11=11=11'=II=11=11=II=11=11=11=11=11=11'-11=11=1I=11=11=11=11=11=11=11=
_
II"=11-
WIRE
FILTRATION GEOTEXTILE
DETAIL
SCALE: NTS
TEMPORARY SILT FENCE
FILTR
EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH
L = The distance such that points
A and B are of equal elevation
INSTALLATION NOTES
-USE FILTRATION GEOTEXTILE
A MINIMUM OF 36" IN WIDTH AND FASTEN ADEQUATELY TO THE
POSTS AND WIRE AS DIRECTED.
-USE WIRE A MINIMUM OF 32" IN WIDTH AND WITH A MINIMUM
OF 6 LINE WIRES WITH 12" STAY SPACING.
-PROVIDE 5'-0" STEEL POST OF THE SELF -FASTENER ANGLE
STEEL TYPE.
-FOR MECHANICAL SLICING METHOD INSTALLATION, GEOTEXTILE
SHALL BE A MAXIMUM OF 18" ABOVE GROUND SURFACE.
MAINTENANCE NOTES:
-REMOVE AND DISPOSE OF SILT ACCUMULATIONS WHEN THE
DEPTH REACHES ONE-HALF OF THE HEIGHT OF THE
GEOTEXTILE.
-REMOVE AND REPLACE DETERIORATED OR CLOGGED
GEOTEXTILE.
Figure 6.83a Space check dams in a channel so that the crest of downstream dam is at elevation of the toe of upstream dam.
9" min
Plan View
riper GIOTh
1.5' min.
12" of NCDOT #5 or #57
washed stone 1.5'
r w som
Class B Riprap
�. 2' max. at
f � center
Filter Cloth'
*sM:c
4' to 6' I
Cross -Section View
=figure 6.83b Stone check dam stone should be placed over the channel banks to keep water from cutting around the
Jam.
Maintenance Inspect check dams and channels at least weekly and after each significant (1 /2
inch or greater) rainfall event and repair immediately. Clean out sediment,
limbs, or other debris that could clog the channel when needed.
DETAIL 5
SCALE: NTS
ROCK CHECK DAM
Table 6.66b - Compost Sock Spacing versus Channel Slope
Channel Slope (%) Spacing Between Socks (feet)
8-inch Diameter Sock 12-inch Diameter Sock
1 67 100
2 33 50
3 22 33
4 17 25
5 13 20
Source: B. Faucette - 2010
Table 6.66c - Compost Sock Initial Flow Rates
Compost Sock
Design Diameter
8 inch
(200mm)
12 inch
(300mm)
18 inch
(450mm)
24 inch
(600mm)
32 inch
(800mm)
Maximum Slope
Length (<2%)
600 ft
(183m)
750 ft
(229m)
1,000 ft
(305m)
1,300 ft
(396m)
1,650 ft
(500m)
Hydraulic Flow
Through Rate
7.5 gpm/ft
(941/m/m)
11.3 gpm/ft
(141 1/m/m)
15.0 gpm/ft
(1881/m/m)
22.5gpm/ft
(2811/m/m)
30.0 gpm/ft
(3741/m/m)
Source: B. Faucette-2010
DETAIL 2
SCALE: NTS
COMPOST SOCK
4' max 19-guage hardware cloth
---------------------------- - (4 mesh openings)
3'
NCDOT #5 or #57 2'
washed stone
16"
A.
2'
NCDOT #5 or #57 filtered
washed stone water
14
Figure 6.51a Hardware cloth and gravel inlet protection
DETAIL 4
SCALE: NTS
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
1
Flow
3'
Natural Ground
Riprap Headwall, 1' min
height from road shoulder
re 6.55a Rock pipe inlet protection plan view and cross-section view
DETAIL 6
SCALE: NTS
ROCK PIPE INLET PROTECTION
3IN.
FLOW —�
12 IN MIN.
Compost Sock
AREA TO BE
PROTECTED
l.-2inx2in
STAKES
SECTION
-WOOD MULCH OR COMPOST
TO 1/2 HEIGHT OF LOG
UNTRENCHED INSTALLATION
Compost Sock
3 IN.
FLOW ~I AREATO BE
�i PROTECTED
e
12 1N MIN.
-4-2 in x 2 in
STAKES
SECTION
ZO
Ili
TRENCH INTO
GROUND
4 IN. MIN.
OR ENTRENCHED INSTALLATION*
*THIS APPLICATION MAY NOT BE USED
WITH COMPOST SOCKS SMALLER THAN 12 IN.
ISOMETRIC VIEW
Mulch or Cor
for Untrenched
Sheet Flow
kTO BE
rECTED
Compost Sock
Work Arez
INITF'RI nnlllNlr
INSTALLATION NOTES:
-COMPOSITE MAT MATERIAL IS HIGH DENSITY POLYETHYLENE OR EQUIVALENT.
-MAT DIMENSIONS ARE 8' X 14' X 4 - 1/4".
-MATS INTERLOCK WITH INSTALLATION.
*NOTE: PER APPROVAL OF OWNER/ENGINEER, COMMERCIALLY AVAILABLE TIMBER
MATS MAY BE SUBSTITUTED FOR FIBERGLASS/COMPOSITE MATS.
DETAIL 7
SCALE: NTS
WETLAND MATTING
INSTALLATION NOTES:
-AGGREGATE SIZE: 2-3" DIAMETER WASHED STONE.
-PAD THICKNESS: 6" MINIMUM.
-PAD WIDTH: 24' MINIMUM.
-PAD LENGTH: 100' MINIMUM.
-PAD LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT
SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE MAXIMUM UTILITY BY
ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES AND ENTRANCES AT
CURVES IN PUBLIC ROADS.
MAINTENANCE NOTES:
-MONITOR DAILY TO SUPPLEMENT STONE TO
ENSURE ENTRANCE FUNCTIONS PROPERLY.
-CLEAN ANY MATERIAL TRACKED ONTO PUBLIC
ROADWAY IMMEDIATELY.
-SCHEDULE ROUTINE SWEEPING AT THE END OF
EACH WORK DAY.
-WASHING: IF CONDITIONS AT THE SITE ARE SUCH
THAT MOST OF THE MUD AND SEDIMENT ARE NOT
REMOVED BY VEHICLES TRAVELING OVER THE
GRAVEL, THE TIRES SHOULD BE WASHED.
WASHING SHOULD BE DONE ON AN AREA
STABILIZED WITH CRUSHED STONE THAT DRAINS
INTO A SEDIMENT TRAP OR OTHER SUITABLE
DISPOSAL AREA. A WASH RACK MAY BE USED TO
MAKE WASHING STONE MORE CONVENIENT AND
EFFECTIVE.
/oo M/�/MGM
FILTRATION GEOTEXTILE TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE SOFT SOIL IS ANTICIPATED)
2-3" DIAMETER WASHED
STONE, 6" DEEP PERSPECTIVE VIEW
DETAIL 3
SCALE: NTS �,�
GRAVEL CONSTRUCTION ENTRANCE
ABUT
RATTING
MAINTENANCE NOTES:
-REMOVE AND DISPOSE OF SILT ACCUMULATIONS WHEN THE DEPTH
REACHES ONE-HALF OF THE HEIGHT OF THE PERIMETER WATTLES.
-REPLACE OR CLEAN THE WATTLES AS NEEDED TO ALLOW RUNOFF
TO SLOWLY DEWATER THROUGH THE DEVICE BETWEEN RAIN EVENTS.
-MONITOR THE WOODEN STAKES AND STAPLES TO ENSURE THAT
THE WATTLES REMAIN SECURELY ANCHORED AFTER RAIN EVENTS.
-MONITOR DAILY TO SUPPLEMENT/REFURBISH/REPLACE MATS TO
ENSURE PROPER FUNCTIONALITY.
-CLEAN ANY ERODIBLE MATERIAL OR POLLUTANT TRACKED ONTO
THE MATS IMMEDIATELY.
EXAMPLE OF PIEDMONT SEEDING SCHEDULE:
Permanent Seeding Schedule
Common Name
Botanical / Cultivar
Seeding Rate (Ibs/ac)
Optimal Planting Dates
Switchgrass
Panicumvirgatum/Carthage
3.51bs
12/1-4/1
Big Bluestem
Andropogon gerardii / Rountree
7.01bs
12/1- 4/1
Little Bluestem
Schizachyrium scoparium / Cimmaron
7.01bs
12/1-4/1
Sweet Woodreed
ICInnaarundinacea
2.5lbs
12/1-4/1
Wetland Permanent Seeding Schedule
Common Name
Botanical / Cultivar
Seeding Rate (Ibs/ac)
Optimal Planting Dates
Switchgrass
Panicumvirgatum/Carthage
3.51bs
12/1-4/1
Sweet Woodreed
Cinnaarundinacea
2.5lbs
12/1-4/1
Rice Cutgrass.
Leersiaorzyoides
6.0Ibs
12/1-4/1
Soft Rush
Juncuseffusus
2.5Ibs
12/1-5/1
DETAIL 8
SCALE: NTS
PERMANENT SEEDING
GENERAL DETAIL NOTE:
THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY DETAILS AND
REFERENCE PROVIDE GENERAL LAYOUT
AND DEPICTION OF THE DESIGN INTENT
FOR EROSION CONTROL. THE
CONTRACTOR SHALL PROVIDE AND
INSTALL EROSION CONTROL MEASURES
WITH HIGH QUALITY AND STANDARD OF
CARE TO MEET REQUIREMENTS OF
NPDES PERMIT. SOME DETAILS AND
MEASURES MAY NOT BE SHOWN. THE
CONTRACTOR SHALL IMPLEMENT
ADDITIONAL MEASURES AS NECESSARY
TO MEET NPDES PERMIT
REQUIREMENTS.
24' MIN.
Table 6.10a
Seeding mixture
Temporary Seeding
Species Rate (lb/acre)
Recommendations for Late
Rye (grain) 120
Winter and Early Spring
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains —Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. 1- May 1
Piedmont —Jan. 1 - May 1
Coastal Plain —Dec. 1 - Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Table 6.10b Seeding mixture
Temporary Seeding Species Rate (lb/acre)
Recommendations for German millet 40
Summer
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains —May 15 -Aug. 15
Piedmont —May 1 -Aug. 15
Coastal Plain —Apr. 15 -Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Table 6.10c Seeding mixture
Temporary Seeding Species Rate (lb/acre)
Recommendations for Fall Rye (grain) 120
Seeding dates
Mountains —Aug. 15 - Dec. 15
Coastal Plain and Piedmont —Aug. 15 - Dec. 30
Soil amendments
Follow soil tests or apply 2,000 lb/acre ground agricultural limestone
and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchorina tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool. V
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50
lb/acre of nitrogen in March. If it is necessary to extent temporary
cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.
DETAIL 9
SCALE: NTS
TEMPORARY SEEDING
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
PROFESSIONALEN&ARCHSTAMP
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
VO' DUKE Piedmont
ENERGY a d al Gas
COPYRIGHT2018
NCDOT 17 RELOCATION
EROSION CONTROL DETAILS
JACKSONVI LLE NORTH CAROLINA
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
A
08-21-2020
ISSUED FOR BID
JJK
MMT
CAM
AREA CODE
1853
DATE
XXIXX/20XX
NITIALS
XXX
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
0229512
DATE
XXIXX/20XX
INITIALS
XXX
MGR TECH
REC&STD
DRAWING BY
JJK
STATION ID
DATE
07/17/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
MMT
ISSUED FOR BID
07-17-2020
REF. DWG(S)
SHEET(S) 28 OF 29 DWG SCALE AS NOTED
DWG DATE 12/16/2019 SUPERSEDED
DRAWING NUMBER REVISION
P N G-C-026-0001172 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

PIPE LOCATION
DEPTH OF COVER (A)
NORMAL OUTSIDE OF ROW
3'-0"
NORMAL INSIDE OF ROW
4'-0"
STREAM/WETLAND CROSSING
3'-0"
GENERAL ROAD CROSSING
10'-0"
STATE ROAD CROSSING
10'-0"
WARNING TAPE
PIPELINE
nnnnr
Sm
PIPELINE DEPTH OF COVER
SCALE: N.T.S.
O,c��TOTh,
ti
iaw,,bwmlw,omwlma.rimiai.1
ao
N
UNDERGROUND WARNING TAPE
INSTALLATION DETAIL
SCALE: N.T.S.
NOTES:
1. ALL MATERIALS SHALL BE SUPPLIED BY CONTRACTOR.
2. WIDTH SHALL BE INCREASED PROPORTIONAL TO SPACING INCREASE
IF REQUIRED.
3. SPACING SHALL BE IN ACCORDANCE WITH PIEDMONT NATURAL GAS
STANDARD CM-ST-2060.
4. SUPPORT PILLOWS TO BE OF SUFFICIENT SIZE TO MAINTAIN 6" OF
CLEARANCE BETWEEN THE PIPE AND TRENCH BOTTOM.
TYPICAL PIPELINE SUPPORT PILLOWS
SCALE: N.T.S.
PROPOSED
PIPELINE
FOREIGN PIPELINE R.O.W.
_ "t
a �
LU 0
0 Z
LU
z
2'-011
MIN.
(NOTE 5)
NO VERT. OR HORZ. BENDS
WITHIN R.O.W.
CROSS SECTION OF FOREIGN P/L R.O.W.
NOTES:
1. FOREIGN PIPELINE LOCATIONS & DEPTHS TO BE DETERMINED BY ELECTRONIC MEANS IN
EXISTING GRADE ADVANCE OF PIPELINE CONSTRUCTION AND CONFIRMED BY CAREFULLY EXPOSING BY HAND
DIGGING. WHERE WITHIN 24" IN ANY DIRECTION FROM THE PIPELINE.
2. OWNER OF FOREIGN PIPELINE(S) SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF EXCAVATION OF
CROSSING.
3. DEPTH OF PIPELINE INCLUDING 2'-0" MIN. CLEARANCE SHALL BE MAINTAINED FOR ALL FULL
ANGULAR WIDTH OF FOREIGN PIPELINE R.O.W.
4. PROPOSED PIPELINE MAY ONLY CROSS ABOVE THE FOREIGN PIPELINE(S) WHERE REQUESTED BY
OR APPROVED BY FOREIGN OWNER IN WRITING.
EXISTING FOREIGN P/L
CROSSING FOREIGN PIPELINE
SCALE: N.T.S.
PAVEMENT
NOTE:
FLUSH PIPELINE MARKER
1. FLUSH PIPELINE MARKERS TO BE INSTALLED IN PAVEMENT WHEN PIPELINE
MARKER IS REQUIRED.
FLUSH PIPELINE MARKER
SCALE: N.T.S.
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
`
b
v
n
PROFESSIONAL ENG/ARCHSTAMP
NO.1
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
`NDUKE Piedmont
ENERGY,: Natural Gas
COPYRIGHT 2018
NCDOT 17 RELOCATION
CONSTRUCTION DETAILS
JACKSONVI LLE NORTH CAROLI NA
NEW BERN RESOUCE CENTER, NEW BERN, NORTH CAROLINA
A
08-21-2020
ISSUED FOR BID
JJK
MMT
CAM
AREA CODE
1853
DATE
XX/XX/20XX
NITIALS
XXX
REGIONAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER
0229512
DATE
xx/xx/20xx
INITIALS
xxx
MGR TECH
REC&STD
DRAWING BY
JJK
STATION ID
DATE
07/17/2020
INITIALS
CAM
PRINCIPAL
ENGINEER
CHECKER INITIALS
MMT
ISSUED FOR BID
08-21-2020
REF. DWG(S)
SHEET(S) 29 OF 29 DWG SCALE AS NOTED
DWG DATE 12/16/2019 SUPERSEDED
DRAWING NUMBER REVISION
P N G-C-026-0001173 A
DISCIPLINE / RESOURCE CENTER / LINE NUMBER