20200135 Ver 1_Attachment_E_Line291_Plans_20200123

SHEETINDEX
SHEET
DRAWING NO.
DRAWING TITLE
REV
GENERAL
1
PNG-G-011-0001081
COVER & SHEET INDEX
D
2
PNG-G-011-0001082
GENERAL NOTES
D
3
PNG-G-011-0001083
ABBREVIATIONS & LEGEND
D
4
PNG-G-011-0001084
LEGEND & SYMBOLS
B
5
PNG-G-011-0001085
LEGEND & SYMBOLS
B
6
PNG-G-011-0001086
LEGEND & SYMBOLS
B
7
PNG-G-000-0001031
TYPICAL FENCE SECTION & DETAILS
1
8
PNG-G-000-0001037
STANDARD DRAWING PIPE SUPPORTS
2
CIVIL
9
PNG-C-011-0001303
ALIGNMENT SHEET STA: 0+00 TO 10+50
D
10
PNG-C-011-0001304
ALIGNMENT SHEET STA: 10+50 TO 23+50
D
11
PNG-C-011-0001305
ALIGNMENT SHEET STA: 23+50 TO 36+50
D
12
PNG-C-011-0001306
ALIGNMENT SHEET STA: 36+50 TO 45+50
D
13
PNG-C-011-0001307
ALIGNMENT SHEET STA: 45+50 TO 53+50
D
14
PNG-C-011-0001308
ALIGNMENT SHEET STA: 53+50 TO 56+91
D
15
PNG-C-011-0001309
EAST PARKER RD GRADING & SITE PLAN
C
16
PNG-C-011-0001310
CIVIL SITE DETAILS
C
17
PNG-C-011-0001311
OVERALL ACCESS ROADS
B
18
PNG-C-011-0001312
CONSTRUCTION DETAILS
D
19
PNG-C-011-0001313
TRENCH AND DITCHBREAKERS
D
20
PNG-C-011-0001314
FENCE RESTORATION DETAILS
D
21
PNG-C-011-0001315
TYPICAL BUOYONCY CONTROL DETAILS
D
22
PNG-C-011-0001316
PIPELINE MARKER DETAILS
D
ENVIRONMENTAL
1
PNG-C-011-0001321
ACCESS ROAD EROSION CONTROL
C
2
PNG-C-011-0001322
ESPC STA: 0+00 TO 10+50 (INITIAL PHASE)
C
3
PNG-C-011-0001323
ESPC STA: 0+00 TO 10+50 (INTERMEDIATE PHASE)
C
4
PNG-C-011-0001324
ESPC STA: 0+00 TO 10+50 (FINAL PHASE)
C
5
PNG-C-011-0001325
ESPC STA: 10+50 TO 23+50 (INITIAL PHASE)
C
6
PNG-C-011-0001326
ESPC STA: 10+50 TO 23+50 (INTERMEDIATE PHASE)
C
7
PNG-C-011-0001327
ESPC STA: 10+50 TO 23+50 (FINAL PHASE)
C
8
PNG-C-011-0001328
ESPC STA: 23+50 TO 36+50 (INITIAL PHASE)
C
9
PNG-C-011-0001329
ESPC STA: 23+50 TO 36+50 (INTERMEDAITE PHASE)
C
10
PNG-C-011-0001330
ESPC STA: 23+50 TO 36+50 (FINAL PHASE)
C
11
PNG-C-011-0001331
ESPC STA: 36+50 TO 45+50 (INITIAL PHASE)
C
12
PNG-C-011-0001332
ESPC STA: 36+50 TO 45+50 (INTERMEDIATE PHASE)
C
13
PNG-C-011-0001333
ESPC STA: 36+50 TO 45+50 (FINAL PHASE)
C
14
PNG-C-011-0001334
ESPC STA: 45+50 TO 53+50 (INITIAL PHASE)
C
15
PNG-C-011-0001335
ESPC STA: 45+50 TO 53+50 (INTERMEDIATE PHASE)
C
16
PNG-C-011-0001336
ESPC STA: 45+50 TO 53+50 (FINAL PHASE)
C
17
PNG-C-011-0001337
ESPC STA: 53+50 TO 56+91 (INITIAL PHASE)
C
VICINITY MAP
SCALE: NTS
12" HIGH PRESSURE DISTRIBUTION 1149
BURKE COUNTY, NORTH CAROLINA [
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LOCATION MAP
SCALE: 1" = 800'
SHEET
DRAWING NO.
DRAWING TITLE
REV
18
PNG-C-011-0001339
ESPC STA: 53+50 TO 56+91 (INTERMEDIATE PHASE)
C
19
PNG-C-011-0001340
ESPC STA: 53+50 TO 56+91 (FINAL PHASE)
C
20
PNG-C-011-0001341
ENVIRONMENTAL NOTES 1
C
21
PNG-C-011-0001342
ENVIRONMENTAL NOTES 2
C
22
PNG-C-011-0001343
ENVIRONMENTAL NOTES 3
C
23
PNG-C-011-0001344
ENVIRONMENTAL NOTES 4
C
24
PNG-C-011-0001345
ENVIRONMENTAL NOTES 5
C
25
PNG-C-011-0001346
ENVIRONMENTAL NOTES 6
C
26
PNG-C-011-0001347
ENVIRONMENTAL NOTES 7
C
27
PNG-C-011-0001348
NCG01 SELF -INSPECTION & REPORTING
C
28
PNG-C-011-0001349
NCG01 GROUND STABILIZATION & MATERIALS
C
MECHANICAL
38
PNG-G-011-0001087
BETHEL BILL OF MATERIALS
C
39
PNG-G-011-0001088
GRACE HOSPITAL BILL OF MATERIALS
C
40
PNG-G-011-0001089
EAST PARKER BILL OF MATERIALS
C
41
PNG-D-011-0001020
BETHEL ROAD RS 4087 EXISTING P&ID
D
42
PNG-D-011-0001021
BETHEL ROAD RS 4087 NEW P&ID
D
43
PNG-M-011-0001196
PROPOSED BETHEL DEMO PLAN
C
44
PNG-M-011-0001197
PROPOSED BETHEL SITE PLAN
C
45
PNG-M-011-0001207
BETHEL DETAILS
C
46
PNG-D-011-0001022
GRACE HOSPITAL RS 4106 EXISTING P&ID
D
47
PNG-D-011-0001023
GRACE HOSPITAL RS 4106 NEW P&ID
D
48
PNG-M-011-0001198
PROPOSED GRACE HOSPITAL DEMO PLAN
C
49
PNG-M-011-0001199
PROPOSED GRACE HOSPITAL SITE PLAN
C
50
PNG-D-011-0001024
EAST PARKER STATION NEW P&ID
D
51
PNG-M-011-0001200
PROPOSED EAST PARKER SITE PLAN
C
52
PNG-M-011-0001208
EAST PARKER STATION DETAILS
C
ELECTRICAL
53
PNG-E-011-0001079
BETHEL RS 4087 HAZARDOUS AREA CLASSIFICATION PLAN
C
54
PNG-E-011-0001080
BETHEL RS 4087 ELECTRICAL SITE PLAN
C
55
PNG-E-011-0001081
BETHEL RS 4087 GROUNDING SITE PLAN
C
56
PNG-E-011-0001082
E. PARKER RS 4085 HAZARDOUS AREA CLASSIFICATION PLAN
C
57
PNG-E-011-0001083
E. PARKER RS 4085 ELECTRICAL SITE PLAN
C
58
PNG-E-011-0001084
E. PARKER RS 4085 GROUNDING SITE PLAN
C
59
PNG-E-011-0001085
HAZARDOUS AREA CLASSIFICATION DETAILS
C
60
PNG-E-011-0001086
ELECTRICAL DETAILS
C
61
PNG-E-011-0001087
ELECTRICAL DETAILS
C
62
PNG-E-011-0001088
ELECTRICAL DETAILS
C
63
PNG-E-011-0001089
BETHEL RS 4087 ONE LINE DIAGRAM
C
64
PNG-E-011-0001090
E. PARKER RS 4085 ONE LINE DIAGRAM
C
65
PNG-E-011-0001091
INTERCONNECTION DIAGRAM
C
66
PNG-E-011-0001092
CONDUIT AND CABLE SCHEDULE
C
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
PROFESSIONAL ENG/ARCHSTAMP
NO.1
DATE
REVISION(S) DESCRIPTION
BY
I CHK
APPD
I DESCRIPTION
APPROVALS
j�' DUKE Piedmont
ENERGY._ J Natural Gas
COPYRIGHT 2018
HIGH PRESSURE DISTRIBUTION 1149
COVER &SHEET INDEX
BURKE COUNTY NORTH CAROLINA
HICKORY RESOURCE CENTER, HICKORY, NC
A
7/18/2019
ISSUED FOR 30% SUBMITTAL
VN
KGU
ER
AREA CODE
2730
DATE
INITIALS
REGIONAL
ENGINEER
B
9/21/2019
ISSUED FOR 60% SUBMITTAL
VN
KGU
ER
ACCOUNT NUMBER
10700
C
12/10/2019
ISSUED FOR 90% SUBMITTAL
VN
KGU
ACL
PROJECT NUMBER
0228090
DATE
INITIALS
MGR TECH
REC&STD
D
01/22/2020
ISSUED FOR 100% REVIEW
VN
KGU
A
DRAWING BY
VN
STATION ID N/A
DATE
INITIALS
PRINCIPAL
ENGINEER
CHECKER INITIALS
JJ
POND & COMPANY
3500PARKWAYLANE, SUITE500
PEACHTREE CORNERS, GA 30092
C-1803
NOT FOR CONSTRUCTION
REF. DWG(S)
SHEET(S) 1 OF 1 1 DWG SCALE AS SHOWN
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PIEDMONT'S
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PNG-C-011-0001322 PNG-C-011-0001323
PNG-C-011-0001324
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
HIGH PRESSURE DISTRIBUTION 1149
SHEET(S) 1 OF 1
DWG SCALE AS SHOWN
A
07/17/2019
ISSUED FOR 30% SUBMITTAL
VN
KGU
ER
AREA CODE
2730
DATE
INITIALS
REGIONAL
ENGINEER
DUKE .. Piedmont
ALIGNMENT SHEET
STA: 0+00 TO 10+50
DWG DATE 07/1712019
SUPERSEDED
B
09/20/2019
ISSUED FOR 60% SUBMITTAL
VN
KGU
ER
ACCOUNT NUMBER
10700
DATE
INITIALS
C
12/10/2019
ISSUED FOR 90% SUBMITTAL
VN
KGU
ACL
PROJECT NUMBER
0228090
MGR TECH
V ENERGY._ J Natural Gas
DRAWING NUMBER
REVISION
D
01/22/2020
ISSUED FOR 100% REVIEW
VN
KGU
ACL
DRAWING BY
VN
REC&STD
BURKE COUNTY
NC
PNG- C- 011-0001303
D
DATE
INITIALS
STATION ID
N/A
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
HICKORY RESOURCE CENTER, HICKORY, NC
CHECKER INITIALS
JJ
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

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DATE
INITIALS
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ENGINEER
DUKE Piedmont
r6111
ALIGNMENT SHEET STA: 36+50 to
45+50
DWG DATE 07/1712019]SUPERSEDED
B
09/20/2019
ISSUED FOR 60% SUBMITTAL
VN
KGU
ER
ACCOUNT NUMBER
10700
DATE
NITIALS
C
12/10/2019
ISSUED FOR 90% SUBMITTAL
VN
KGU
ACL
PROJECT NUMBER
0228090
MGR TECH
V` ENERGY
® Natural Gas
DRAWING NUMBER
REVISION
D
01/22/2020
ISSUED FOR 100% REVIEW
VN
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DRAWING BY
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REC&STD
BURKE COUNTY NC
P N G— C— 011—0001306
D
DATE
INITIALS
STATION ID
N/A
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
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COPYRIGHT 2018
HICKORY RESOURCE CENTER, HICKORY, NC
CHECKER INITIALS
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CLASS 3 / 1000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-C-011-0001334 PNG-C-011-0001335
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C-011-0001336
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
HIGH PRESSURE DISTRIBUTION 1149
SHEET(S) 1 OF 1
DWG SCALE AS SHOWN
A
07/17/2019
ISSUED FOR 30% SUBMITTAL
VN
KGU
ER
AREA CODE
2730
DATE
INITIALS
REGIONAL
ENGINEER
.. Piedmont
lib
ALIGNMENT SHEET STA: 45+50 to 53+50
DWG DATE 07/1712019
SUPERSEDED
B
09/20/2019
ISSUED FOR 60% SUBMITTAL
VN
KGU
ER
ACCOUNT NUMBER
10700
DATE
INITIALS
C
12/10/2019
ISSUED FOR 90% SUBMITTAL
VN
KGU
ACL
PROJECT NUMBER
0228090
MGR TECH
ENERGY
ENERGY.
J Natural Gas
DRAWING NUMBER
REVISION
D
01/22/2020
ISSUED FOR 100% REVIEW
VN
KGU
ACL
DRAWING BY
VN
REC&STD
BURKE COUNTY NC
PNG- C- 011-0001307
D
DATE
INITIALS
STATION ID
N/A
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
HICKORY RESOURCE CENTER, HICKORY, NC
CHECKER INITIALS
JJ
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

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1130
101
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101
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1
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CONST. METHOD
CM1 M1
CM4
CM CM1 JAB
CLASS I MAOP
CLASS 3 / 1000 PSIG
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-C-011-0001337 PNG-C-011-0001338
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-C-011-0001339
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 1 OF 1
DWG SCALE AS SHOWN
HIGH PRESSURE DISTRIBUTION 1149
A
07/17/2019
ISSUED FOR 30% SUBMITTAL
VN
KGU
ER
AREA CODE
2730
DATE
INITIALS
REGIONAL
ENGINEER
DUKE
r6111 Piedmont
ALIGNMENT SHEET STA: 53+50 to 56+91
DWG DATE 07/1712019
SUPERSEDED
B
09/20/2019
ISSUED FOR 60% SUBMITTAL
VN
KGU
ER
ACCOUNT NUMBER
10700
DATE
NITIALS
C
12/10/2019
ISSUED FOR 90% SUBMITTAL
VN
KGU
ACL
PROJECT NUMBER
0228090
MGR TECH
V" ENERGY® Natural Gas
DRAWING NUMBER
REVISION
D
01/22/2020
ISSUED FOR 100% REVIEW
VN
KGU
ACL
DRAWING BY
VN
REC&STD
BURKE COUNTY NC
PNG— C— 011—0001308
D
DATE
INITIALS
STATION ID
N/A
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
HICKORY RESOURCE CENTER, HICKORY, NC
CHECKER INITIALS
JJ
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

NOTES:
PIN: 2713218094
RUDY AND DINGO
ASSOCIATES, LLC
DB 2285 PG 594
I \ PROPOSED PERMANENT
EASEMENT
11
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/ 13
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/ o 0 0 00 !� ANDREW ROCKWELL
co 0 0 0 00
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i
3 0 GERALDEAN R. BUSH
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00 fi I I I �N
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POND AND COMPANY
3500PARKWAYLANE, SUITE500
PEACHTREE CORNERS, GA30092
C -1803
PROFESSIONAL ENG/ARCH STAMP
- \ JQ
1g I D° 1_'LLA�"' W I I QH d - DN U 0 O H U
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JJ JJ SS SS J
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CIVIL SITE & GRADING PLAN
SCALE: 1 " = 1 0'-0"
1. SEE SHEET PNG-G-011-0001082 FOR GENERAL NOTES, AND
PNG-G-011-0001083 FOR ABBREVIATIONS AND LEGEND.
2. THIS SHEET IS PART OF A MULTI -SHEET SET OF CONSTRUCTION
PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE
PROPER INTERPRETATION.
3. COORDINATES AND DIMENSIONS ARE TAKEN TO/FROM CENTERLINE
OF FENCE, EDGE OF PAVEMENT, CENTERLINE OF UTILITY, EDGE OF
EASEMENT, FACE OF BUILDING, UNLESS OTHERWISE NOTED.
4. COORDINATES ARE BASED ON THE NORTH AMERICAN DATUM OF
1983 (NSRS11.NCF) - NORTH CAROLINA STATE PLANES, UNITS OF
MEASUREMENT IS U.S. SURVEY FEET.
5. SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL
INFORMATION.
6. CONTRACTOR TO ADJUST EXISTING SURFACE GRADE AS
REQUIRED TO PROVIDE A CONSISTENT FINISHED SURFACE AND
ENSURE POSITIVE DRAINAGE FROM METERING YARD TO OUTSIDE
OF FENCED AREA. CONTRACTOR TO ENSURE POSITIVE DRAINAGE
WITH 1% MINIMUM SLOPE. NO PONDING OF WATER SHALL OCCUR.
7. ADDITIONAL AGGREGATE MATERIAL MAY BE REQUIRED TO ENSURE
GROUNDCOVER EXTENDS 2' MINIMUM BEYOND THE FENCE LINE.
8. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE
25- OR 50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED
FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST
ACQUIRING THE NECESSARY VARIANCES AND PERMITS.
9. CONTRACTOR TO LOCATE AND COORDINATE OWN DUMP SITE.
10. TOTAL LAND DISTURBANCE AREA 0.39 ACRES.
11. IN ORDER TO MAINTAIN OPERATIONAL SECURITY OF THE
REGULATOR STATION; BARBED WIRE ON TOP OF FENCE WILL BE
REQUIRED.
12. ZONING DISTRICT: MID BASE
APPLICABLE OVERLAYS: WP-0, AHS-0
0 SHEET KEYNOTES:
1.
EXISTING PROPERTY BOUNDARY.
2.
RIGHT-OF-WAY.
3.
PROPOSED CHAIN LINK FENCE W/ GREEN VINYL SLATS, SEE SHEET
- - _
PNG-G-000-0001031.
4.
4' WIDE PERSONNEL GATE, SEE SHEET PNG-G-000-0001031.
5.
16' WIDE LOCKABLE SLIDING GATE, CONTRACTOR TO PROVIDE
PRODUCT SUBMITTAL FOR APPROVAL.
6.
GRAVEL, TYP., SEE SHEET PNG-C-011-0001310, DETAIL 1.
7.
ABOVE GROUND PIPING, SEE MECHANICAL PLANS.
8.
BELOW GROUND PIPING, SEE MECHANICAL PLANS.
9.
BOLLARD, SEE SHEET PNG-C-011-0001310, DETAIL 2.
10.
PROPOSED CONCRETE DRIVE, SEE SHEET PNG-C-011-0001310, DETAIL 3.
11.
PROPOSED 30" CURB & GUTTER, SEE SHEET PNG-C-011-0001310, DETAIL
4.
12.
EXISTING OVERHEAD POWER.
13.
LIMITS OF DISTURBANCE.
14.
LEVEL SPREADER.
15.
SILT FENCE, SEE SHEET PNG-C-011-0001330.
16.
SILT FENCE OUTLET, SEE SHEET PNG-C-011-0001330.
\
17.
PROPOSED ASPHALT DRIVE, SEE SHEET PNG-C-011-0001310, DETAIL 5.
\ 18.
VIBURNUM X'PRAGENSE' (PRAGUE VIBURNUM) A MINIMUM OF 36 INCHES
\
TALL�9,T� 61_LATION.
\
(��ttNNuu
\
-
CONCRETE DRIVEWAY APRON
4" GAB STONE (BASE)
2" #57 STONE
_ _OHU -OHU -
ASPHALT DRIVEWAY
SS SS
PROPOSEDFENCE
,\ 00
BOLLARD, TYPICAL
SF
SILT FENCE
SILT FENCE OUTLET
\ � SHRUBS
otib 10 0 10 20
1° SCALE• 1 " - 10'
1 P'g0
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
BY
CHK
APPD
I DESCRIPTION
APPROVALS
A
09/20/2019
ISSUED FOR 60% SUBMITTAL
MAR
KGU
ER
AREA CODE
2730
DATE
INITIALS
REGIONAL
ENGINEER
DUKE
B
12/10/2019
ISSUED FOR 90% SUBMITTAL
MAR
RSM
ACL
ACCOUNT NUMBER
10700
C
01/22/2020
ISSUED FOR 100% REVIEW
MAR
RSM
ACL
PROJECT NUMBER
0228090
DATE
INITIALS
I
MGR TECH
REC & STD
I
ENERGY,
DRAWING BY
MAR
STATION ID 4085
DATE
INITIALS
PRINCIPAL
ENGINEER
CHECKER INITIALS
KGU
r6vl� � Piedmont
Natural Gas
COPYRIGHT 2018
HIGH PRESSURE DISTRIBUTION 1149
E. PARKER REG. STATION SITE PLAN
BURKE COUNTY, NORTH CAROLINA
HICKORY RESOURCE CENTER, HICKORY, NC
NOT FOR CONSTRUCTION
REF. DWG(S)
SHEET(S) I DWG SCALE 1" = 10'
WG DATE 9/1/2019 SUPERSEDED
DRAWING NUMBER REVISION
PNG-C-011-0001309 C
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

SLOPE TOP FOR POSITIVE DRAINAGE
0
4" OF GRADED CRUSED AGGREGATE
SURFACE COURSE. COMPACTED TO
100 PERCENT MAXIMUM DRY DENSITY.
GEOTEXTILE FABRIC
r 2" OF AASHTO #57 STONE
I SURFACE COURSE.
0
1�
COMPACTED SUBGRADE (TO MINIMUM
95% DENSITY IN ACCORDANCE WITH
ASTM D-698)
GRAVEL SURFACE
SCALE: NTS
5'
12'
CONTROL JOINT
6" THICK 4500 PSI CONCRETE
GEOTEXTILE FABRIC
5'
FINISHED
GRADE
ad
de e4 e' .e. _a..e .. - C d e < - d
� COMPACTED SUBGRADE
4" THICK GRADED -CRUSHED AGGREGATE BASE COURSE
(COMPACTED TO 95% MAX. DRY DENSITY PER ASTM D-698)
CONCRETE DRIVEWAY APRON
SCALE: NTS
PONDANDCOMPANY
3590PARKWAYLANE, SUITE500
PEACHTREE CORNERS, GA 30092
C-1803
PROFESSIONAL ENG/ARCHSTAMP
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MOUNTABLE CURB
o
z
GENERAL NOTES:
O
PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT A 15' SPACING
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If
JOINT FILLER
MAY BE USE WHEN A MACHINE IS USE OR WHEN SATISFACTORY SUPPORT FOR
D E D
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.—I
THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10'
TRANSVERSE EXPANSION JOINT
cn
INTERVALS.
LONGITUDINAL JOINT
=
0
JOINT SPACING MAY BE ALTERED IF REQUIRED BY ENGINEER.
IN CURB AND GUTTER
CONSTRUCT NON —TEMPLATE FORMED JOINTS A MIN. OF 1)2" DEEP.
0
FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8" X 6" MEDIAN CURB, WITH JOINT
SECTION VIEW
OF JOINTS
>
FILLER AND SEALER.
I
SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO ALL RIGID
0
CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS.
J
CONCRETE CURB & GUTTER
SCALE: NTS
6" STEEL PIPE BOLLARD FILLED WITH CONCRETE.
PAINT WITH 2 COATS OF RUST INHIBITING PRIMER
AND 2 COATS OF OSHA SAFETY YELLOW ENAMEL
0
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r
CONC. FILL 3500 PSI
3"
3"
PROPOSED GRADE
a
2 COATS OF PAINT REQUIRED TO
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a
a
a
UNPAINTED PORTION OF BOLLARD
0
SHALL BE PAINTED WITH 2 COATS OF
RUST INHIBITING PRIMER
UNDISTURBED SOIL
=M
BOLLARD DETAIL (TYPICAL)
SCALE: NTS
8" OF GRADED CRUSED AGGREGATE
SURFACE COURSE. COMPACTED TO
100 PERCENT MAXIMUM DRY DENSITY.
GEOTEXTILE FABRIC
r 2" ASPHALT TYPE SF
I 9.5A PAVEMENT
COMPACTED SUBGRADE (TO MINIMUM
95% DENSITY IN ACCORDANCE WITH
ASTM D-698)
ASPHALT SURFACE
SCALE: NTS
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
BY
CHK
APPD
I DESCRIPTION
APPROVALS
,'DUKE Piedmont
ENERGY. r611 Natural Gas
COPYRIGHT 2018
HIGH PRESSURE DISTRIBUTION 1149
CIVIL SITE DETAILS
BURKE COUNTY NORTH CAROLINA
HICKORY RESOURCE CENTER, HICKORY, NC
A
09/20/2019
ISSUED FOR 60% SUBMITTAL
MAR
KGU
ER
AREA CODE
2730
DATE
INITIALS
REGIONAL
ENGINEER
B
12/10/2019
ISSUED FOR 90% SUBMITTAL
GDF
KGU
ER
ACCOUNT NUMBER
10700
C
01/22/2020
ISSUED FOR 100% REVIEW
MAR
KGU
ACL
PROJECT NUMBER
0228090
DATE
INITIALS
MGR TECH
REC&STD
DRAWING BY
MAR
STATION ID N/A
DATE
INITIALS
PRINCIPAL
ENGINEER
CHECKER INITIALS
JJ
NOT FOR CONSTRUCTION
REF. DWG(S)
SHEET(S) 1 OF 1 1 DWG SCALE
DWG DATE 9/1/2019 SUPERSEDED
DRAWING NUMBER
P N G-C-011-0001310
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
N/A
REVISION
C

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IPEACHTREECORNERS, GA 30092
C-1803
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE 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
BY
CHK
APPD
DESCRIPTION
APPROVALS
'('DUKE Piedmont
ENERGY.: Natural Gas
COPYRIGHT 2018
HIGH PRESSURE DISTRIBUTION 1149
OVERALL ACCESS ROADS
BURKE COUNTY NORTH CAROLINA
HICKORY RESOURCE CENTER, HICKORY, NC
A
12/10/2019
ISSUED FOR 90% SUBMITTAL
VN
RSM
ACL
AREA CODE
2730
DATE
INITIALS
REGIONAL
ENGINEER
B
01/22/2020
ISSUED FOR 100% REVIEW
VN
KGU
ACL
ACCOUNT NUMBER
10700
PROJECT NUMBER
0228090
DATE
INITIALS
MGR TECH
REC&STD
DRAWING BY
VN
STATION ID N/A
DATE
INITIALS
PRINCIPAL
ENGINEER
CHECKER INITIALS
JJ
NOT FOR CONSTRUCTION
REF. DWG(S) PNG-C-011-0001321
SHEET(S) 1 OF 1 1 DWG SCALE 1" = 200'
DWG DATE 11/13/2019 SUPERSEDED
DRAWING NUMBER REVISION
PNG-C-011-0001311 B
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

i RAILROAD
SILT FENCE
DOWNHILL
SIDE
PONDANDCOMPANY
3590PARKWAYLANE, SUITE500
PEACHTREE CORNERS, GA 30092
C-1803
PROFESSIONAL ENG/ARCHSTAMP
DRAINAGE DITCH
SPOIL PILE (TYP,)-
SILT FENCE
BORED RAILROAD CROSSING
CONSTRUCT DETAIL
SCALE NTS TYP
TO BE DETERMINED
MIN.
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REQUIRED (6") SIX INCHES BELOW
PIPE WHEN ROCK IS PRESENT.
SUPPORT PILLOWS OF SANDBAGS
NOTES:
1. DEPTH OF COVER SHALL BE MEASURED AS THE SHORTEST DIMENSION FROM THE TOP OF
THE COATED PIPE TO THE NORMAL GROUND LEVEL.
2. BACKFILL TO BE ROCK FREE TO A DEPTH EQUAL TO OR GREATER THAN THE ROCK DEPTH
IN ADJACENT UNDISTURBED AREAS.
3. BACKFILL IN CULTIVATED AREAS TO BE ROCK FREE A MINIMUM OF 12, BELOW THE
SURFACE OF THE SURROUNDING SOIL.
4. SIDES OF TRENCH TO BE SLOPED IN ACCORDANCE TO OSHA SAFETY REGULATIONS
REGARDING EXCAVATIONS.
TRENCH AND BACKFILL REQUIREMENTS
FOR GAS PIPELINE
CONSTRUCT DETAIL 2
SCALE NTS TYP
APPROXIMATELY 200'
/ o
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EE NOTE BASE
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PIPE PROFILE
EPT
NOTES: PROFILE
1. ENSURE THAT ONLY BENTONITE BASED DRILLING MUD IS USE. THE USE OF ADDITIVES TO THE DRILLING
MUD IS PROHIBITED WITHOUT PRIOR APPROVAL OF COMPANY'S INSPECTOR.
2. INSTALL SUITABLE DRILLING MUD TANKS OR SUMPS TO PREVENT CONTAMINATION OF WATERCOURSE.
3. DISPOSE OF DRILLING MUD IN ACCORDANCE WITH REQUIREMENTS OF ALL AUTHORITIES HAVING
JURISDICTIONS.
4. REQUIRED DEPTH TO BE DETERMINED AFTER GEOTECHNICAL INVESTIGATION.
CONCEPTUAL CROSSING METHOD FOR
HORIZONTAL DIRECTIONAL DRILL
CONSTRUCT DETAIL 3
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CATHODIC PROTECTION SCHEDULE AND DETAILS
CONSTRUCT HTML 6
SCALE NTS TYP
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
BY
I CHK
APPD
I DESCRIPTION
APPROVALS
,'DUKEr6Piedmont
ENERGY: Natural Gas
COPYRIGHT 2018
HIGH PRESSURE DISTRIBUTION 1149
CONSTRUCTION DETAILS
B U RKE COUNTY, NORTH CARO L I NA
HICKORY RESOURCE CENTER, HICKORY, NC
A
7/17/2019
ISSUED FOR 30% SUBMITTAL
VN
KGU
ER
AREA CODE
2730
DATE
INITIALS
REGIONAL
ENGINEER
B
9/20/2019
ISSUED FOR 60% SUBMITTAL
VN
KGU
ER
ACCOUNT NUMBER
10700
DATE
INITIALS
REC & STD
D
01/22/2020
ISSUED FOR 100% REVIEW
VN
KGU
ACL
DRAWING BY
VN
STATION ID N/A
DATE
INITIALS
PRINCIPAL
ENGINEER
CHECKER INITIALS
JJ
NOT FOR CONSTRUCTION
REF. DWG(S)
SHEET(S) 1 OF 1 1 DWG SCALE AS SHOWN
DWG DATE 7/17/2019 SUPERSEDED
DRAWING NUMBER REVISION
P N G-C-011-0001312 D
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

S
12" S
H 0 15'-0"
1151-0111 0 = AVERAGE SLOPE
S H
SIN
TOPSOIL
12"
EXAMPLE: 20 SLOPE WOULD
REQUIRE SPACING OF 18' IF
HEIGHT OF BREAKERS IS 6'.
- '1IN11 VNE/1 ]
2 LAYERS 3/16" THICK / AN 26"
ROCKSHIELD ON TOP
1/3 OF PIPE TO 3'-0"
PROTECT COATING
6" MIN. BREAKER sBCT0ON
JSCALE NTS THIS DRAWING
BREAKER SECT0ON A
SCALE NTS THIS DRAWING 1. BREAKERS SHALL BE INSTALLED AT SHARP CHANGES
SLOPE
SPACING
LESS THAN 5%
NO STRUCTURE
5 TO 10%
100 TO 150 FEET
11 TO 15%
80 TO 100 FEET
16 TO 20%
70 TO 80 FEET
21 TO 30%
50 TO 70 FEET
GREATER THAN 30%
25 TO 50 FEET
SACK(TRENCH)BREAKERS
REQUIREMENTS
BREAKER HTML 1
SCALE NTS TYP
1.5" MIN.
OF SLOPE WHERE THE NATURAL DRAINAGE PATTERN,
PROFILE WILL CAUSE THE TRENCH TO ACT AS A DRAIN.
2. ADJUST SPACING OF BREAKERS SO TOP OF BREAKER
IS APPROXIMATELY THE SAME ELEVATION AS BOTTOM
OF UPHILL BREAKER, OR AS INDICATED IN TABLE SAME
ELEVATION AS BOTTOM OF TO RIGHT (MORE
STRINGENT SHALL APPLY)
3. COMPANY MAY SPECIFY POLYURETHANE FOAM
BREAKERS OR OTHER MATERIALS AS REQUIRED
4. WHERE PIPELINE TRENCH MAY DRAIN A WETLAND,
CONSTRUCT TRENCH BREAKER AND/OR SEAL TRENCH
BOTTOM AS NECESSARY TO MAINTAIN ORIGINAL
WETLAND HYDROLOGY.
5. FOR EACH WATERBODY CROSSED, INSTALL
PERMANENT TRENCH BREAKER AT THE BASE OF
SLOPES NEAR THE WATERBODY. LOCATE TRENCH
BREAKER UPSLOPE OF THE SLOPE BREAKER.
MILL & RESURFACE
12" MIN.
HORIZONTAL AND VERTICAL SURFACES
SHALL BE TACKED WITH RC-250 LIQUID
ASPHALT AT A RATE OF 0.1 GALLON PER
SY, OR AS
DETERMINED BY THE DISTRICT
ADMINISTRATOR'S DESIGNEE
SLOPE BREAKER OUTLET
SHALL BE PLACED WHERE
RUNOFF WILL BE RELEASED
ON TO EXISTING
WELL -VEGETATED GROUND
INSTALL SILT FENCE
IN ABSENCE OF WELL
VEGETATED AREA.
TO BE REMOVED
WHEN AREA IS
VEGETATED AFTER
CONSTRUCTION
COMPACTED -
EARTH RIDGE
DIRECTION
OF SLOPE SWALE BOTTOM
GRAVEL/ROCK/
GEOTEXTILE PLAN VIEW
�—�3' M� BRF KBR sECTooN �
SCALE NTS THIS DRAWING
NOTES:
1. PERMANENT SLOPE BREAKER SHALL BE INSTALLED AT
THE BASE OF SLOPES ADJACENT TO WATERBODIES AND
WETLANDS DURING FINAL GRADING.
2. PERMANENT SLOPE BREAKER SHALL BE INSTALLED PER
THE SPACING REQUIREMENTS IN "TABLE V AND AS PART
OF FINAL GRADING.
MILL & RESURFACE
SAW -CUT EXISTING PAVEMENT 12" MIN.
TO THE FULL DEPTH OF ASPHALT
IALT CONCRETE SURFACE MATERIAL
jAGGREGATE BASE MATERIAL
TYPE I SIZE N0.21 A OR 21 B
---------------------------
-------------------------
-------------------------
-------------------------
BENCH -------------------------
---------------------
12"MIN . ------------------------
-------------------------
-------------------------
-------------------------
-------------------------
-------------------------
-------------------------
---------------------- -
-------------------------
-------------------------
NOTES:-------------------
12" PIPELINE ------- --------
* ASPHALT CONCRETE SURFACE MATERIAL:
SM- 9.5A FOR ADT < 10,000
SM- 9.5D FOR ADT > 10,000
THE DISTRICT ADMINISTRATOR'S DESIGNEE SHALL DETERMINE
THE RESTORATION REQUIREMENTS FOR OTHER PAVEMENT
TYPES.
** TRENCH WIDTH AND PIPE BEDDING SHALL BE IN
L ACCORDANCE WITH NCDOT.
*** 12 INCHES MINIMUM BEYOND THE EDGE OF THE TRENCH ON
LONGITUDINAL OPEN CUTS, OR 25 FEET MINIMUM BEYOND THE
TRENCH CENTERLINE ON PERPENDICULAR OPEN CUTS, OR AS
DETERMINED BY THE DISTRICT ADMINISTRATOR'S DESIGNEE.
's
PONDANDCOMPANY
L
3500PARKWAYLANE, SUI7E500
PEACHTREE CORNERS, GA 30092
C-1803
BENCH
12" MIN.
__,---_GRADE
TABLE 1
SLOPE (%)
SPACING (FEET)
0-5
0
5 -15
300
>15 - 30
200
>30
100
PERMANENT SLOPE BREAKER
BREAKER HTML 2
SCALE NTS TYP
z 7.5" TOTAL ASPHALT CONCRETE PAVEMENT
DEPTH OR EQUAL TO THE DEPTH OF EXISTING
ASPHALT CONCRETE, WHICHEVER IS GREATER.
o SUB -BASE COURSE DEPTH SHALL BE 10" OR
EQUAL TO DEPTH OF EXISTING SUB -BASE,
WHICHEVER IS GREATER.
SELECT MATERIAL TYPE I WITH MINIMUM CBR = 30
CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302
OF THE ROAD AND BRIDGE SPECIFICATIONS.
NO.26 OR 27 AGGREGATE PIPE BEDDING IN ACCORDANCE WITH
SECTIONS 205 & 302 OF THE ROAD AND BRIDGE SPECIFICATIONS
ASPHALT PAVEMENT RESTORATION FOR
OPEN CUT UTILITY INSTALLATIONS
BREAKER HTML 5
SCALE NTS lzY5
V-0" MAX.
0
M
POLYURETHANE
TOP SOIL 1.
POLYURETHANE FOAM SHALL CONFORM TO ALL
ENVIRONMENTAL REGULATIONS WITH RESPECT TO LONG
TERM STABILITY CONCERNING CHEMICAL COMPOSITION.
2.
FOAM WITH 2 Ibs./cu. ft. DENSITY AND 30 psi MINIMUM
KEY SLOT
COMPRESSIVE STRENGTH OR EQUAL SHALL BE USED.
(V-0" DEEP X V-0" WIDE) 3.
IN VALLEYS, DRAINAGE AREAS OR AREAS WHERE WATER
IN SOIL DITCH
MAY FLOW ALONG TRENCH AND REMOVE PADDING OR
BACKFILL FROM AROUND THE PIPE ADJUST SPACING OF
BREAKERS SO TOP OF BREAKER IS AT APPROXIMATELY
THE SAME ELEVATION AS BOTTOM OF UPHILL BREAKER.
8" PADDING 4.
APPROXIMATE SPACING OF BREAKERS SHALL BE AS
- PIPELINE
DIRECTED BY COMPANY INSPECTOR.
5.
ALL SAFETY REQUIREMENTS DURING INSTALLATION
SHALL BE STRICTLY ENFORCED.
6.
FOAM IS NOT TO BE USED IN WATERS (SURFACE OR
BREAKER SECTION GROUNDWATER).
7. BENTONITE BREAKERS TO BE USED WITHIN 50' OF
SCALE NTS THIS I--1 DRAWING RESOURCES.
BACKFILL TO BE
COMPACTED FROM
BOTTOM UP
H
15ft.
APPROXIMATE BREAKER SPACING
_ H
S SIN 0
PIPELINE
i
15ft.
MAX.
S
PADDING UNDER PIPE
WHEN SPECIFIED
PIPELINE
0
0 = AVERAGE TYPICAL BREAKER PLACEMENT
POLYURETHANE FOAM TRENCH
BREAKER DETAIL 3
SCALE NTS TYP
IMPERMEABLE
BARRIER
NOTE 4
NOTES:
1. FILL BAGS WITH EARTH OR CLAY AND FIT TOGETHER TO FORM
WATERTIGHT BARRIER, WITH BREAKERS LEADING EDGE TAPERED TO
FORCE WATER TO SURFACE.
2. INSTALL BREAKER IN AREAS PRONE TO BACKFILL MATERIAL EROSION.
3. CONSTRUCT IMPERMEABLE BARRIER USING 6 MIL POLYETHYLENE SHEET
OR MINIMUM 4" THICKNESS OF BENTONITE OR EQUIVALENT.
4. EXTEND IMPERMEABLE BARRIER A MINIMUM 12" BELOW DITCH BOTTOM
AND 8" BEYOND DITCH WALLS.
TYPICAL SACK DITCH BREAKER
BREAKER HTML 4
SCALE NTS TYP
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
PROFESSIONAL ENG/ARCHSTAMP
NO.1
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
tawsDUKE Piedmont
ENERGY.: Natural Gas
COPYRIGHT 2018
HI G H PRESS U RE DISTRIBUTION 1149
TRENCH AND D I TC H B REAKE RS
B U R K E COUNTY, NORTH CA RO L I N A
HICKORY RESOURCE CENTER, HICKORY, NC
A
7/17/2019
ISSUED FOR 30% SUBMITTAL
VN
KGU
ER
AREA CODE
2730
DATE
INITIALS
REGIONAL
ENGINEER
B
9/20/2019
ISSUED FOR 60% SUBMITTAL
VN
KGU
ER
ACCOUNT NUMBER
10700
C
12/10/2019
ISSUED FOR 90% SUBMITTAL
GDF
KGU
ER
PROJECT NUMBER
0228090
DATE
INITIALS
MGR TECH
REC&STD
D
01/22/2020
ISSUED FOR 100% REVIEW
VN
KGU
ACL
DRAWING BY
VN
STATION ID N/A
DATE
INITIALS
PRINCIPAL
ENGINEER
CHECKER INITIALS
JJ
NOT FOR CONSTRUCTION
REF. DWG(S)
SHEET(S) 1 OF 1 1 DWG SCALE AS SHOWN
DWG DATE 7/17/2019 SUPERSEDED
DRAWING NUMBER REVISION
P N G-C-011-0001313 D
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

OR SAME HEIGHT
AS EXISTING
2.25 FENCE
f IIA
I I
2.0' I I
(MIN)
L_ J
2.25
2.0'
(MIN.)
PONDANDCOMPANY
3590PARKWAYLANE, SUITE500
PEACHTREE CORNERS, GA 30092
C-1803
PROFESSIONAL ENG/ARCHSTAMP
POST & WIRE
SAME AS
EXISTING FENCE
(SEE NOTE 2)
MARKER POSTS
X
X
X
X
X
L_J �L_J
2.0' MIN CLEARANCE
PIPELINE
FENCE RESTORATION
FENCE RFSTOR TDON DETAIL
SCALE NTS
011 niA /TVDN nil v nil lAinnn n-rAvn
I I I I
I I I I
I I I
-L I L I
2.00
POST & WIRE SAME AS EXISTING FENCE
SAME AS EXISTING FENCE
AS REQUIRED
FENCE WITH TEMPORARY CONSTRUCTION GATE
FENCE RFSTOR TDON DETAIL
SCALE NTS
I
I
L
L_ J
4" X 4" POST
(TYP)
I I I
I I I
I I
J L J
2.00
BRACE SECURELY BEFORE
EXISTING FENCE IS CUT.
2
3
CONTRACTOR SHALL FURNISH ALL
NECESSARY MATERIAL TO RESTORE FENCE
TO ORIGINAL CONDITION.
POST, WIRE AND OTHER MATERIAL SHALL
BE SAME AS OR EQUIVALENT MATERIAL TO
MATCH EXISTING FENCE
BRACE SPAN TO BE CONSTRUCTED ON
EACH SIDE OF PIPELINE RIGHT-OF-WAY,
PRIOR TO INITIAL DISMANTLING OF FENCE.
ACTUAL DEPTH REQUIRED TO BE SET TO
ACHIEVE A STABLE SUPPORT POST.
UNDER NO CIRCUMSTANCES SHALL FENCE
POST BE PLACED DIRECTLY OVER
COMPANY'S PIPELINES. CONSULT COMPANY
AUTHORIZED REPRESENTATIVE FOR
LOCATIONS OF FENCE POST ADJACENT TO
COMPANY'S PIPELINE.
BRACE SECURELY
BEFORE EXISTING
FENCE IS CUT
nn - nn 1A/nnM QTAN/O
TEMPORARY FENCE GATE INSTALLATION
FENCE RFSTORATDON DFTADL=�
SCALE NTS
MAXIMUM OF SIX POST TO BE PAINTED
ON PIPELINE CROSSINGS
POST HEIGHT ABOVE GROUND
IS TO MATCH EXISTING POST
5" DIA.
(MINIMUM)
FIELD VERIFY 4'-0" 4'-0" FIELD VERIFY TREATED POST
(AS NECESSARY TO ESTABLISH
ORIGINAL FENCE POST SPACING)
REBUILT FENCE CROSSING
FENCE RFSTORATDON DFTML=(-4--'�
SCALE NTS TYP
X X
X
OR SAME HEIGHT
2.25 AS EXISTING
FENCE
X X
X X
I I I
I I
I
I I J
L_ JI
1.00 (SEE NOTE 4)
4" X 4" HORIZONTAL
TREATED TIMBER
BRACE (TYP)
6" DIA.TREATED
FENCE POST (TYP)
2.00
(TYP)
BRACING WIRE TO BE 9 GA. MIN, CONNECTED TO FENCE POST WITH DOUBLE WRAP
METHOD TOP & BOTTOM. EACH DIAGONAL WIRE TO ALLOW TWISTING OF STRANDS FOR
TIGHTENING. FOR BRACE SPAN DETAIL SEE NOTE 3.
BRACING DETAIL
FENCE RFSTORATDON DFTADL=
SCALE NTS
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
7/17/2019
ISSUED FOR 30% SUBMITTAL
B
9/20/2019
ISSUED FOR 60% SUBMITTAL
C
12/10/2019
ISSUED FOR 90% SUBMITTAL
D
101/22/20201
ISSUED FOR 100% REVIEW
BY
CHK
I APPD
DESCRIPTION
APPROVALS
VN
KGU
ER
AREA CODE
2730
DATE
INITIALS
VN
KGU
ER
ACCOUNT NUMBER
10700
GDF
KGU
ER
PROJECT NUMBER
0228090
DATE
INITIALS
VN
KGU
ACL
DRAWING BY
VN
STATION ID N/A
DATE
INITIALS
CHECKER INITIALS--F
JJ
REGIONAL
ENGINEER
j� DUKE
MGR TECH
ENERGY
REC & STD
PRINCIPAL
ENGINEER
r6111Piedmont
Natural Gas
COPYRIGHT 2018
HIGH PRESSURE DISTRIBUTION 1149
FENCE RESTORATION DETAILS
BURKE COUNTY, NORTH CAROLINA
HICKORY RESOURCE CENTER, HICKORY, NC
NOT FOR CONSTRUCTION
REF. DWG(S)
SHEET(S) 1 OF 1 1 DWG SCALE AS SHOWN
DWG DATE 7/17/2019 SUPERSEDED
DRAWING NUMBER REVISION
P N G-C-011-0001314 D
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

SAND BAG SIZING:
SAND BAG - DIMENSIONAL DATA
APPROX. LENGTH - 20'-0"
I
T— —
I
14 IN**
AT 3 & 9 O'CLOCK
I
I
I-
** ALL FILLED DIMENSIONS ARE APPROXIMATE
DUE TO THE DIFFERING NATURES OF
SOIL/GRAVEL USED AS BALLAST.
SAND BAG FILLED DIMENSIONS:
PIPE
SAND BAG
LEG
INSTALLED
LENGTH
SIZE
PACKAGE
THICKNESS
HEIGHT
(OD)
WEIGHT (SIX
BAGS)
(IN)
(LB)
(IN)
(IN)
(IN)
12.750
4,400
14
27
69
1. ALL FILLED DIMENSIONS ARE APPROXIMATED. WHEN INSTALLED,
SAND BAG WEIGHTS CONFORM TIGHTLY TO THE PIPELINE
CIRCUMFERENCE. WITH A LOOSE STONE BALLAST, SAND BAG
WEIGHTS CAN BE PUSHED INTO TIGHT TRENCH WIDTHS.
2. ADDITIONAL SIZES AND WEIGHTS ARE AVAILABLE FOR CUSTOM
APPLICATIONS.
3. OD STANDS FOR OUTSIDE DIAMETER.
PONDANDCOMPANY
3590PARKWAYLANE, SUITE500
PEACHTREE CORNERS, GA 30092
C-1803
.ED SAND BAG 6 COMPARTMENTS
.ED CAPACITY: 50.00 CU FT.
IGHT: 5,000 LB.
CARRIER PIPE
27 IN**
TYPICAL BUOYANCY CONTROL - SAND BAG
BUOYANCY HTML �
SCALE NTS TYP
THE FOLLOWING TABLE SHOWS THE SAND BAG
WEIGHT SIZE THAT IS TO BE USED WHEN
INSTALLING SAND BAG FOR BUOYANCY
CONTROL (FOR NEGATIVE BUOYANCY.)
PIPE SIZE NOMINAL
PIPE SIZE ACTUAL
SADDLE BAG WEIGHT SIZE
2"
2.500"
50 LBS
4"
4.500"
220 LBS
6"
6.625"
440 LBS
8"
8.625"
660 LBS
10"
10.750"
1,100 LBS
12"
12.750"
1,600 LBS
16"
16.000"
2,500 LBS
20"
20.000"
5,000 LBS
24"
24.000"
5,000 LBS
30"
30.000"
9,000 LBS
36"
36.000"
9,000 LBS
42"
42.000"
12,500 LBS
48"
48.000"
15,000 LBS
1. FOR DIFFERENT WALL THICKNESS, NEGATIVE BUOYANCIES, ETC. PLEASE CONTACT
SAND BAG MANUFACTURER DIRECTLY FOR THE APPROPRIATE SIZING.
2. SAND BAG WEIGHTS NOTED ON THE ABOVE CHART ARE APPROXIMATE DUE TO LOCAL
VARIATION IN GRAVEL DENSITY AND POROSITY.
3. 150LB/CU FT IS AVERAGE BALLAST DENSITY ASSUMING 105LB/CU FT WITH 30% VOID.
GRAVEL FILLED
SQPc\
LIFT POINT
-f
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
7/17/2019
ISSUED FOR 30% SUBMITTAL
B
9/20/2019
ISSUED FOR 60% SUBMITTAL
C
12/10/2019
ISSUED FOR 90% SUBMITTAL
D
01/22/2020
ISSUED FOR 100% REVIEW
PROFESSIONAL ENG/ARCHSTAMP
BY
CHK
I APPD
DESCRIPTION
APPROVALS
VN
KGU
ER
AREA CODE
2730
DATE
INITIALS
REGIONAL
ENGINEER
VN
KGU
ER
ACCOUNT NUMBER
10700
GDF
KGU
ER
PROJECT NUMBER
0228090
DATE
INITIALS
MGR TECH
REC & STD
VN
KGU
ACL
DRAWING BY
VN
STATION ID N/A
DATE
INITIALS
PRINCIPAL
ENGINEER
CHECKER INITIALS
I JJ
HIGH PRESSURE DISTRIBUTION 1149
j/r�DUKE Piedmont TYPICAL BUOYANCY CONTROL DETAILS
ENERGY Natural Gas
BURKE COUNTY, NORTH CAROLINA
COPYRIGHT 2018 HICKORY RESOURCE CENTER, HICKORY, NC
NOT FOR CONSTRUCTION
REF. DWG(S)
SHEET(S) 1 OF 1
DWG DATE 7/17/2019
DWG SCALE AS SHOWN
SUPERSEDED
DRAWING NUMBER REVISION
P N G-C-011-0001315 D
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

PONDANDCOMPANY
3590PARKWAYLANE, SUITE500
PEACHTREE CORNERS, GA 30092
C-1803
PROFESSIONAL ENG/ARCHSTAMP
3.75"
3.75" O.D.
Boo
WA
W N ,
A T
U
R R
NA
u
NR
L
I A
N G
N
G S
G
A
S
BEFORE EXCAVATING
BEFORE
EXCAVATING
OR IN AN EMERGENCY
OR IN AN
CALL COLLECT
CALL COLLECT
311-000-0000
000 000
E
ABC PIPE LINE COMPANY
E
ABC PIPE LINE COMPAN
•S
ANYTOWN, KANSAS
S
ANYTOWN, KANSAS]
N
CV
h
ti
2.75"
MARKER DETAIL
SCALE NTS TYP
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
BY
CHK
APPD
I DESCRIPTION
APPROVALS
A
7/17/2019
ISSUED FOR 30% SUBMITTAL
VN
KGU
ER
AREA CODE
2730
DATE
INITIALS
REGIONAL
ENGINEER
B
9/20/2019
ISSUED FOR 60% SUBMITTAL
VN
KGU
ER
ACCOUNT NUMBER
10700
C
12/10/2019
ISSUED FOR 90% SUBMITTAL
GDF
KGU
ER
PROJECT NUMBER
0228090
DATE
INITIALS
MGR TECH
REC&STD
D
01/22/2020
ISSUED FOR 100% REVIEW
VN
KGU
ACL
DRAWING BY
VN
STATION ID N/A
DATE
I
INITIALS
I
PRINCIPAL
I ENGINEER
CHECKER INITIALS
I JJ
HIGH PRESSURE DISTRIBUTION 1149
,taw,s DUKE Piedmont PIPELINE MARKER DETAILS
ENERGY Natural Gas
BURKE COUNTY, NORTH CAROLINA
COPYRIGHT 2018 HICKORY RESOURCE CENTER, HICKORY, NC
NOT FOR CONSTRUCTION
REF. DWG(S)
SHEET(S) 1 OF 1 1 DWG SCALE AS SHOWN
DWG DATE 7/17/2019 1 SUPERSEDED
DRAWING NUMBER
P N G-C-011-0001316
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
REVISION
D