20230269 Ver 1_Appendix_A_2022-11-22_L1S1_IFB_RevB_for_PCN_reduced_20230214

DAVIDSON
CORNEL /US
HUNTERSVILLE
CHARLOTTE
SOUTH CAROL/NA
INDEX
DRAWING
DESCRIPTION
SHEET
REV
PNG-G-001-0001264
COVER/INDEX
1
E
PNG-G-001-0001265
ALIGNMENT SHEET KEY
2
E
PNG-C-001-0001329
ALIGNMENT SHEET 001
3
E
PNG-C-001-0001330
ALIGNMENT SHEET 002
4
E
PNG-C-001-0001331
ALIGNMENT SHEET 003
5
E
PNG-C-001-0001332
ALIGNMENT SHEET 004
6
E
PNG-C-001-0001333
ALIGNMENT SHEET 005
7
E
PNG-C-001-0001334
ALIGNMENT SHEET 006
8
E
PNG-C-001-0001335
ALIGNMENT SHEET 007
9
E
PNG-C-001-0001336
ALIGNMENT SHEET 008
10
E
PNG-C-001-0001337
ALIGNMENT SHEET 009
11
E
PNG-C-001-0001338
ALIGNMENT SHEET010
12
E
PNG-C-001-0001339
ALIGNMENT SHEET 011
13
E
PNG-C-001-0001340
ALIGNMENT SHEET 012
14
E
PNG-C-001-0001341
ALIGNMENT SHEET 013
15
E
PNG-C-001-0001342
ALIGNMENT SHEET 014
16
E
PNG-C-001-0001343
ALIGNMENT SHEET 015
17
E
PNG-C-001-0001344
ALIGNMENT SHEET 016
18
E
PNG-C-001-0001345
ALIGNMENT SHEET 017
19
E
PNG-C-001-0001346
ALIGNMENT SHEET 018
20
E
PNG-C-001-0001347
ALIGNMENT SHEET 019
21
E
PNG-C-001-0001348
ALIGNMENT SHEET020
22
E
PNG-C-001-0001349
ALIGNMENT SHEET 021
23
E
PNG-C-001-0001350
ALIGNMENT SHEET 022
24
E
PNG-C-001-0001351
ALIGNMENT SHEET 023
25
E
PNG-C-001-0001352
ALIGNMENT SHEET024
26
E
PNG-C-001-0001353
ALIGNMENT SHEET 025
27
E
PNG-C-001-0001354
ALIGNMENT SHEET 026
28
E
PNG-C-001-0001355
ALIGNMENT SHEET 027
29
E
PNG-C-001-0001356
ALIGNMENT SHEET 028
30
E
PNG-C-001-0001357
ALIGNMENT SHEET 029
31
E
PNG-C-001-0001358
ALIGNMENT SHEET030
32
E
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROFESSIONAL ENG/ARCH STAMP
IREDELL COUNTY
MECKLENBURG COUNTY
NORTH CAROLINA
KANNAPOL /S
CONCORD
LINE 1 (ILI)
CABARRUS COUNTY
NON
IREDELL, MECKLENBURG, CABARRUS,
AND STANLY COUNTIES, NC
INDEX
DRAWING
DESCRIPTION
SHEET
REV
PNG-C-001-0001359
ALIGNMENT SHEET 031
33
E
PNG-C-001-0001360
ALIGNMENT SHEET 032
34
E
PNG-C-001-0001361
ALIGNMENT SHEET 033
35
E
PNG-C-001-0001362
ALIGNMENT SHEET034
36
E
PNG-C-001-0001363
ALIGNMENT SHEET 035
37
E
PNG-C-001-0001364
ALIGNMENT SHEET 036
38
E
PNG-C-001-0001365
ALIGNMENT SHEET 037
39
E
PNG-C-001-0001366
ALIGNMENT SHEET 038
40
E
PNG-C-001-0001367
ALIGNMENT SHEET 039
41
E
PNG-C-001-0001368
ALIGNMENT SHEET040
42
E
PNG-C-001-0001369
ALIGNMENT SHEET 041
43
E
PNG-C-001-0001370
ALIGNMENT SHEET 042
44
E
PNG-C-001-0001371
ALIGNMENT SHEET 043
45
E
PNG-C-001-0001372
ALIGNMENT SHEET044
46
E
PNG-C-001-0001373
ALIGNMENT SHEET 045
47
E
PNG-C-001-0001374
ALIGNMENT SHEET 046
48
E
PNG-C-001-0001375
ALIGNMENT SHEET 047
49
E
PNG-C-001-0001376
ALIGNMENT SHEET 048
50
E
PNG-C-001-0001377
ALIGNMENT SHEET 049
51
E
PNG-C-001-0001378
ALIGNMENT SHEET050
52
E
PNG-C-001-0001379
ALIGNMENT SHEET 051
53
E
PNG-C-001-0001380
ALIGNMENT SHEET 052
54
E
PNG-C-001-0001381
ALIGNMENT SHEET 053
55
E
PNG-C-001-0001382
ALIGNMENT SHEET054
56
E
PNG-C-001-0001383
ALIGNMENT SHEET 055
57
E
PNG-C-001-0001384
ALIGNMENT SHEET 056
58
E
PNG-C-001-0001385
ALIGNMENT SHEET 057
59
E
PNG-C-001-0001386
ALIGNMENT SHEET 058
60
E
PNG-C-001-0001387
ALIGNMENT SHEET 059
61
E
PNG-C-001-0001388
ALIGNMENT SHEET060
62
E
PNG-C-001-0001389
ALIGNMENT SHEET 061
63
E
PNG-C-001-0001390
ALIGNMENT SHEET 062
64
E
STANL Y COUNTY
INDEX
DRAWING
DESCRIPTION
SHEET
REV
PNG-C-001-0001391
ALIGNMENT SHEET 063
65
E
PNG-C-001-0001392
ALIGNMENT SHEET064
66
E
PNG-C-001-0001393
ALIGNMENT SHEET 065
67
E
PNG-C-001-0001394
ALIGNMENT SHEET 066
68
E
PNG-C-001-0001395
ALIGNMENT SHEET 067
69
E
PNG-C-001-0001396
ALIGNMENT SHEET 068
70
E
PNG-C-001-0001397
ALIGNMENT SHEET 069
71
E
PNG-C-001-0001306
ACCESS ROAD MAP
72
C
PNG-C-001-0001307
ACCESS ROAD MAP
73
C
PNG-C-001-0001308
ACCESS ROAD MAP
74
C
PNG-C-001-0001309
ACCESS ROAD MAP
75
C
PNG-C-001-0001310
ACCESS ROAD MAP
76
C
PNG-C-001-0001311
ACCESS ROAD MAP
77
C
PNG-C-001-0001409
CUTOUT TYPICAL
78
E
PNG-C-001-0001410
ROAD CROSSING TYPICAL
79
E
PNG-C-001-0001248
E &S DETAILS 001
80
C
PNG-C-001-0001249
E &S DETAILS 002
81
C
PNG-C-001-0001250
E &S DETAILS 003
82
C
PNG-C-001-0001251
E &S DETAILS 004
83
C
PNG-C-001-0001252
E & S TYPICALS DETAIL
84
C
PNG-C-001-0001253
E & S TWS PLAN 001
85
C
PNG-C-001-0001254
E & S TWS PLAN 002
86
C
LIMITS OF DISTURBANCE
TOTAL PROJECT: 163.8 ACRES
THIS PROJECT MEETS THE NCG01 EXEMPTION AS DEFINED IN CLEAN
WATER ACT (CWA) SECTION 402(I)(2) FOR TRANSMISSION FACILITIES
GENERALNOTES
1. INSTALLER SHALL FURNISH ALL MATERIALS NOT PROVIDED BY
OWNER/DUKE ENERGY (UNLESS OTHERWISE NOTED IN DRAWINGS OR
SPECIFICATIONS) EQUIPMENT, TRANSPORTATION AND SERVICES TO
PERFORM ALL WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED
HEREINAFTER.
2. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO FIELD VERIFY
ALL DIMENSIONS GIVEN ON THE DRAWINGS. ANY ITEM IN QUESTION
SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER
PRIOR TO PROCEEDING WITH THE WORK.
3. INSTALLER SHALL BE RESPONSIBLE FOR PROTECTION OF ALL
SURROUNDING AREAS.
4. ALL BELOWGROUND WELDS SHALL BE COATED WITH HBE-95 OR
SP-2888 PER DUKE NATURAL GAS BUSINESS UNIT (NGBU) DESIGN AND
CONSTRUCTION STANDARDS.
5. ALL ABOVEGROUND PIPING TO BE BLASTED TO CORRECT SOCIETY
FOR PROTECTIVE COATINGS (SSPC) SURFACE PROFILE. PAINT
SYSTEM SHALL BE PER DUKE NGBU DESIGN AND CONSTRUCTION
STANDARDS.
6. BACKFILL IN ROCKY AREAS SHALL HAVE 6" OF SAND PLACED AROUND
THE PIPE'S CIRCUMFERENCE.
7. PRESSURE TESTING SHALL MEET THE REQUIREMENTS OF THE DUKE
NGBU DESIGN AND CONSTRUCTION STANDARDS FOR PRESSURE
TESTING.
8. INSTALLER SHALL DEWATER ALL HYDROSTATICALLY TESTED PIPING,
USING CLEANING PIGS AS REQUIRED, AND DRY TO A DEWPOINT OF -40
OF PER DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS.
9. FIELD SURVEY DATA IN US SURVEY FEET. HORIZONTAL AND VERTICAL
DATUM ARE NC STATE PLANE COORDINATE SYSTEM (NAD83-2011) AND
NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88), RESPECTIVELY.
10. ILI, SURVEY, AND LIDAR DATA CONFLICT. CONTRACTOR IS
RECOMMENDED TO PROCEED WITH CAUTION AND FIELD VERIFY
CONDITIONS DEPICTED IN THIS DRAWING PACKAGE.
CONSTRUCTION NOTES
1. EXISTING OVERHEAD AND BELOWGROUND FACILITIES ARE IN THE
WORK AREA. INSTALLER IS RESPONSIBLE FOR FIELD LOCATING ALL
EXISTING UTILITIES PRIOR TO ANY EXCAVATION. INSTALLER SHALL
COORDINATE WITH FACILITY OWNERS AS REQUIRED AND WILL BE
RESPONSIBLE FOR ANY DAMAGES INCURRED DURING
CONSTRUCTION.
2. PER DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS,
INSTALLER IS REQUIRED TO CALL 811 FOR UTILITY LOCATES A
MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF WORK. NO
EXTRA COMPENSATION WILL BE ALLOWED FOR DELAYS FROM ANY
WORK PROVIDED BY OTHER UTILITIES.
3. IF EXISTING UTILITIES OF ANY TYPE ARE ENCOUNTERED IN THE FIELD
AND DEEMED TO BE IN CONFLICT WITH INSTALLATION OF FACILITIES,
INSTALLER SHALL NOTIFY THE PROJECT MANAGER IMMEDIATELY SO
THE CONFLICT MAY BE RESOLVED.
4. WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, INSTALLER
SHALL PROVIDE AND MAINTAIN TEMPORARY OUTLETS AND
CONNECTIONS FOR PRIVATE DRAINS OR SEWERS. RESTORATION OF
THESE FACILITIES IS TO BE PERFORMED ONCE CONSTRUCTION IS
COMPLETE AND ARE CONSIDERED INCIDENTAL COSTS OF THE
PROJECT.
5. ALL DRAWING MEASUREMENTS ARE TO BE TAKEN FROM EXISTING
GRADE. FINAL GRADE SHALL BE MATCHED TO SURROUNDING GRADE
AS PER DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS.
6. INSTALLER IS TO REMAIN WITHIN CONSTRUCTION WORKING LIMITS.
ACCESS TO AREAS OUTSIDE WORKING LIMITS MUST BE COORDINATED
WITH THE OWNER OR DUKE NGBU PROJECT MANAGER.
7. ALL EXCESS EXCAVATION, CONSTRUCTION DEMOLITION DEBRIS AND
UNSUITABLE MATERIALS THAT DO NOT CONTAIN ASBESTOS SHALL BE
REMOVED FROM THE SITE AND PROPERLY DISPOSED.
8. STANDARD SPECIFICATIONS REFERENCED ON THIS SHEET AND
CONSTRUCTION PLANS ARE CONSIDERED AS PART OF THE
CONTRACT DOCUMENTS. INCIDENTAL ITEMS OR ACCESSORIES
NECESSARY TO COMPLETE THIS WORK MAY NOT BE SPECIFICALLY
NOTED, BUT ARE CONSIDERED TO BE A PART OF THIS CONTRACT.
9. ALL WORK SHALL BE INSPECTED AND APPROVED BY DUKE NGBU OR
COMPANY REPRESENTATIVE. FINAL PAYMENT SHALL BE MADE AFTER
ALL OF THE INSTALLER'S WORK HAS BEEN ACCEPTED AND APPROVED
AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
10. DURING CONSTRUCTION, ALL LOOSE MATERIAL 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,
SCHEDULE, AND SAFETY PRECAUTIONS.
14. MINIMUM DEPTH OF COVER SHALL BE PER PERTINENT DUKE NGBU
DESIGN AND CONSTRUCTION STANDARDS.
15. ALL PIPELINES CROSSED WITHIN CONSTRUCTION LIMITS ARE TO BE
PROTECTED WITH A MINIMUM OF (3) 4 FEET X 18 FEET WOODEN MATS.
16. PER DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS FOR OPEN
DITCH EXCAVATION, A MINIMUM OF TWO FEET OF SEPARATION SHALL
BE MAINTAINED BETWEEN ALL CROSSING STRUCTURES. SEPARATION
BETWEEN CROSSING STRUCTURES AND PIPELINES THAT ARE
INSTALLED VIA DIRECTIONAL DRILLING METHODS IS AT THE
DISCRETION OF ENGINEERING.
17. DURING BACKFILLING, A SIX INCH CROWN SHALL BE PLACED ON ALL
DISTURBED AREAS. COMPACTION REQUIREMENTS SHALL BE PER
DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS.
18. BOLTS FOR FLANGES TO BE TORQUED PER DUKE NGBU DESIGN AND
CONSTRUCTION STANDARDS.
19. ALL MATERIALS THAT CONTAIN ASBESTOS SHALL BE HANDLED
ACCORDING TO DUKE SPECIFICATIONS EHS-PRG-1050 AND
ENV-PR-1100.
CIVIL AND STRUCTURAL NOTES
1. ADDITIONAL EXCAVATIONS BELOW FOOTINGS MAY BE NECESSARY TO
REACH UNDISTURBED SOIL. SHOULD THIS OCCUR, EXCAVATION
BELOW THE FOOTING SHALL BE BACKFILLED TO THE BOTTOM OF THE
FOOTING ELEVATION WITH SAND FILL COMPACTED IN SIX INCH LIFTS
TO 95% MODIFIED PROCTOR TEST (ASTM D1557).
2. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 1" X 1" 45" CHAMFER.
3. CONCRETE SHALL BE MIXED AND POURED PER PERTINENT DUKE
NGBU DESIGN AND CONSTRUCTION STANDARDS. TESTING SHALL
CONFORM TO ACI 318. INSTALLER TO SUPPLY ALL CONCRETE AND
TESTING.
4. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36
SPECIFICATION. STEEL REINFORCING BAR SHALL CONFORM TO ASTM
A615 GRADE 60 AND WELDED WIRE FABRIC SHALL CONFORM TO ASTM
A185. TIE WIRE SHALL CONFORM TO ASTM A82.
5. UNSUITABLE OR EXCESS EARTH SPOIL SHALL BE DISPOSED OF AT AN
APPROVED WASTE LOCATION. SOIL BEING TRANSPORTED ONTO THE
JOB SITE SHALL BE APPROVED BY EITHER THE PROJECT MANAGER
OR CONSTRUCTION MANAGER.
6. ROCKSHIELD OR SIMILAR COMPANY APPROVED PRODUCT MUST BE
INSTALLED BETWEEN ALL PIPE AND FITTINGS THAT COME INTO
CONTACT WITH CONCRETE. A LAYER OF NON ABRASIVE MATERIAL
SUCH AS FRP SHALL BE INSTALLED BETWEEN ALL PIPE SUPPORTS
AND PIPING.
7. ALL FIELD BENDING OF REBAR SHALL BE DONE COLD.
SOIL EROSION AND SEDIMENT CONTROL NOTES
1. INSTALLER IS TO CONSTRUCT ALL SOIL EROSION AND SEDIMENT
CONTROL MEASURES PRIOR TO EARTH DISTURBING ACTIVITIES.
INSTALLER TO MAINTAIN AND ASSURE EFFECTIVENESS OF ESC
MEASURES FOR THE DURATION OF THE PROJECT.
2. CARE SHALL BE TAKEN TO MINIMIZE DOWNSTREAM SILTATION. RAW
BANKS MAY BE SEEDED AND MULCHED TO PREVENT EROSION.
3. ALL SPOILS INCLUDING ORGANIC SOILS, VEGETATION AND DEBRIS
SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF IN
SUCH A MANNER AS TO NOT ERODE INTO ANY BODY OF WATER OR
WETLAND.
4. SILT FENCING SHALL BE PLACED WHERE NECESSARY TO PREVENT
SEDIMENT FROM LEAVING THE WORK AREA.
5. CATCH ALL INLET FILTERS ARE REQUIRED AT ALL SEWER INLETS,
GRATES AND MANHOLES FOR SEDIMENT CONTROL.
6. WETLAND AREAS SHALL HAVE SILT FENCING AND ONE LAYER OF
STRAW LOG INSTALLED NO CLOSER THAN 50 FEET FROM POINT OF
WETLAND DELINEATION.
7. TOPSOIL STOCKPILES SHALL BE LOCATED TO AVOID EROSION OF SAID
STOCKPILE ONTO OFFSITE AREAS.
8. ALL ENVIRONMENTAL MEASURES SHALL BE PER PERTINENT DUKE
NGBU DESIGN AND CONSTRUCTION STANDARDS.
LEGEND
G
LOD
X
UNK
UGC
T
FO
E
S
1
LINE 1 ILI
LINE 129 ILI
LINE 170 ILI
LINE 1 SURVEY
LINE 129 SURVEY
LIMITS OF DISTURBANCE
ACCESS ROAD
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
STREAM
CENTERLINE OF STREAM
WETLAND
STREAM GIS
NC FLOOD ZONE
FEMA 100 YEAR FLOOD ZONE
FEMA FLOOD ZONE
FENCE
CULTURAL BOUNDARY
TREE LINE
ROAD CL
CURB
EDGE OF ROAD
EASEMENT
COUNTY LINE
PROPERTY LINE
GAS LINE
CATHODIC PROTECTION
WATER LINE
UNKNOWN UTILITY
UNDER GROUND CABLE
OVERHEAD POWER
TELEPHONE
FIBER OPTIC
SANITARY SEWER
ELECTRIC
STORM SEWER
CULVERT
WORKSPACE AND
ACCESS
ADDITIONAL TEMPORARY
WORKSPACE
CONSTRUCTION ENTRANCE
COMPOSITE MAT
SILT FENCE
COMPOST FILTER SOCK
CONSTRUCTION FENCE
WATERBAR
EROSION CONTROL BLANKET
CONSTRUCTION SEQUENCE
1. COORDINATE WITH DUKE ENERGY TO CONTACT IMPACTED PROPERTY
OWNERS PRIOR TO BEGINNING WORK.
2. CALL NC DEQ DEPARTMENT OF ENERGY, MINERAL AND LAND (DEMLR)
(MOORESVILLE REGIONAL OFFICE) AT 704-663-1699 TO SCHEDULE
PRE -CONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO PROJECT
ACTIVATION.
3. INSTALL CONSTRUCTION ENTRANCES AT LOCATIONS INDICATED ON THE
PLANS.
4. INSTALL EROSION AND SEDIMENT CONTROLS, SUCH AS SILT FENCE, COMPOST
FILTER SOCK, SILT FENCE OUTLETS, WATTLES, AND SAFETY FENCE AS SHOWN
ON PLANS, PRIOR TO ANY SITE DISTURBANCE ACTIVITIES (CLEARING,
GRUBBING, GRADING, OR EXCAVATION).
5. IMPROVE EXISTING ACCESS ROADS, AND PREPARE TEMPORARY ACCESS
ROADS. BEGIN CLEARING AND GRUBBING OPERATIONS FOR ACCESS AREAS
ONLY AS SHOWN ON PLANS, AND INSTALL TEMPORARY ACCESS ROUTES.
WHERE STREAM AND WETLAND CROSSINGS ARE ALONG ACCESS ROUTES,
EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED AROUND THE
FEATURE AND THE CROSSING INSTALLED PRIOR TO UPSLOPE GRADING
OCCURRING FOR ESTABLISHMENT OF TEMPORARY ACCESS.
6. INSPECT ALL EROSION CONTROL DEVICES AT WEEKLY INTERVALS AND AFTER
EVERY RAINFALL EXCEEDING 1" TO VERIFY THAT THEY ARE FUNCTIONING
PROPERLY. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED AND PLACED
IN A DESIGNATED SPOIL DISPOSAL AREA. CONDUCT PERIODIC INSPECTIONS
OF ALL EROSION AND SEDIMENTATION CONTROLS AND MAKE ANY REPAIRS
OR MODIFICATIONS NECESSARY TO ASSURE CONTINUED EFFECTIVE
OPERATION OF EACH DEVICE.
7. PERFORM SELECTIVE EXCAVATION IN THE CUTOUT AREAS, AS INDICATED ON
THE PLANS.
8. PERFORM WORK AT EACH CUTOUT, ALONG WITH GROUTING AND CAPPING
THE LINE.
9. BACKFILL TRENCH, AND PERFORM ANY SITE GRADING TO BRING THE
DISTURBED AREA BACK TO EXISTING TOPOGRAPHY.
10. AFTER PROPOSED WORK IS COMPLETE, ENSURE ALL DISTURBED AREAS AND
ACCESS ROUTES HAVE BEEN STABILIZED AND APPROVAL HAS BEEN GIVEN
FROM THE INSPECTOR PRIOR TO REMOVING ANY SEDIMENT CONTROL
MEASURES.
11. CONTRACTOR TO REMOVE ALL EROSION CONTROL MEASURES AFTER SITE IS
STABILIZED, REPAIR DISTURBED AREA FROM EROSION CONTROL MEASURES,
AND SUBMIT N.O.T. TO NC DEQ.
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.1
DATE
REVISION(S) DESCRIPTION
BY
I CHK
APPD
I DESCRIPTION
APPROVALS
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
ENGINEER
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
DATE
INITIALS
MGR TECH
REC & STD
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
E
11/22/2022
1 ISSUED FOR BID REV B
JAM
BM
I PS
STATION ID XX-X-XX-XXX-XXXX
DATE
INITIALS
PRINCIPAL
ENGINEER
CHECKER INITIALS
I -
4�DUKEPiedmont
ENERGY. 0111 Natural Gas
COPYRIGHT 2018
L1 S1 TIDEWATER TO MONROE
COVE R/INDEX
NORTH CAROLI NA
INDIAN TRAIL AND CHARLOTTE, NC
CUSTOMER: DUKE ENERGY / PNG
MAP NO. N/A
SHEET(S) 01 OF 86 DWG SCALE NTS
DWG DATE 01/18/2022 1 SUPERSEDED
DRAWING NUMBER REVISION
PNG-G-001-0001264 E
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

0-
f�
�o
NC >>.S
000265 011 012 013 014 015 016 017 018 019 020 021 022 025 027
0 007 008 009 010 023
003
0
OZ
0
A Ro PO
O GPI �
O o
NGOFZ[) ROAO �o
GO
TIDEWATER FACILITY HUNTERSVILLE CONCORD ROAD
023 024 025
PO4S 046 047
026
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
P27
050
m
0
0
Z.
-
�a
029
051
030 031
052 053
�32
L VX151
BRUT OySM/TyB�U�EIi
033
055
034 035 036_ 037
056 057 058 059_
CP
0380390
040041 0
060 061
062 063 064
T.
F ,. 045
0
065
0 1.00MPA
067 068 069
_
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
a PROFESSIONAL ENG/ARCHSTAMP
U
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
DUKE 0111 Piedmont
n ENERGY Natural Gas
COPYRIGHT 2018
L 1 S 1 TIDEWATER TO M O N RO E
ALIGNMENT SHEET KEY
NORTH CARO L I NA
INDIAN TRAIL AND CHARLOTTE, NC
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
-
INITIALS
-
REGIONAL
ENGINEER
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
DATE
-
INITIALS
-
MGR TECH
REc & sTD
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
DATE
-
INITIALS
PRINCIPAL
ENGINEER
CHECKER INITIALS
-
Dy1
IUI:.LI:Z.]Eel "]
REF. DWG(S) PNG-G-001-0001264
SHEET(S) 02 OF 86 DWG SCALE NTS
DWG DATE 01/18/2022 SUPERSEDED
DRAWING NUMBER REVISION
PNG-G-001-0001265 E
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

OWNERSHIP
i
�J
CD
o
CD
a
0
o
Q
0— L_.
5754 C 5646 5827
TRANSCONTINENTAL GAS PIPE LANGTREE DEV CO LLC TRANSCO
LINECOW' o 14' o
129'
174'
SEE DWG PNG-M-001-0001379 FRON
PROJECT NO. 0232986 FOR
TIDEWATER FACILITY DETAILS.
\ c
l
0 \
e
I
LINE 1
\
HO \ H
1 ° 140
5754
TRANSCONTINENTAL GAS PIPE
LINECORP
08'
`l.
0�,
5646 5668 5826 5669
LANGTREE DEV CO LLC LANGTREE DEV CO LLC LAtiE NORMAN GRAY FANNIE T+DUBILLIE LLC
720' 709' 504' 142'
G�A\ GPI �P5 GP GPI
Q011h 41X�L le", 141,11 ewell -\X�`,
/
LINE 129
a
GROUT START CUT OUT 2
/ N: 650399.72
E: 1448119.61
Ul
c ACCESS ROAD TYPICAL 2 \ ��
G G_ _ — �— . —'I 7—F
7 c
Ln
o
10 0—
- � = 140'
— / NC FLOOD ZONE
CUT-OUT TYPICAL 2
CUT-OUT TYPICAL 1
G / LINE 1
\ G G
N U 50 27.04
G _ E: 1447714.84
G
c
\ / ACCESS ROAD TYPICAL 2
MAINTAIN EXISTING
-pp 2' ACCESS ROAD
SEE DWG PNG-M-001-0001381 FROM
PROJECT NO. 0232986 FOR LAUNCHER /
AREA RETIREMENT DETAILS
M iCONSTRUCTION
/ ENTRANCE (SEE TYPICAL)
j -
TRANSCO CROSSING: LINE 1 PIPING"
TO BE REMOVED WITHIN TRANSCO/�
EASEMENT. REFERENCE FOREIGN'•
4 UTILITY PIPE REMOVAL DETAIL.
ACCESS ROAD TYPICAL 2 / J / G
a / G
0
CONST.
METHOD AS -BUILT
MATERIAL NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP 800 PSIG
%Q15181
850'
0
Ln
L
N
w
N
LEGEND
Cn
LINE 1 ILI
U
LINE 129 ILI
LINE 170 ILI 800'
— LINE 1 SURVEY
0
LINE 129 SURVEY
J
LL
LIMITS OF DISTURBANCE
O
�
ACCESS ROAD
0
=
EXISTING GROUND SURVEY
N 0
=
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
Lv
0
WORKSPACE
o U
U�
750'
z
0
N
0
0
LAKE DAVIDSON
/0
4/1
• CO
20+0`
\ \ 22�0�
LAKE DAVIDSON 23:Z-00___
CROSSING - GROUT
• N �
NC FLOOD ZONE • Q
• 44
J
EXISTING GROUND SURVEY
L NE 1 IL
GROUND
LIDAR
EXISTING
E:�L11i
1.397181
[ IGN
r50781
a
7 00+00 01 +00 02+00
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
03+00 04+00
05+00
06+00 07+00 08+00 09+00 10+00
11 +00 12+00 13+00 14+00 15+00 16+00
17+00 18+00 19+00 20+00 21 +00 22+00 23+00
24+00 0
9 Know what's below.
C111 before you dig.
_
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REF. DWG(S)
PNG-G-001-0001265
a PROFESSIONAL ENG/ARCHSTAMP
U
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
�� DUKE �J�Piedmont
ENERGY. Natural Gas
tt��
COPYRIGHT 2018
L 1 S 1 TIDEWATER TO M O N RO E
ALIGNMENT SHEET 001
NORTH CAROLI NA
INDIAN TRAIL AND CHARLOTTE, NC
SHEET(S) 03 OF 86
DWG SCALE NOTED
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
-
INITIALS
REGIONAL
ENGINEER
DWG DATE 0111812022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
C
08/05/2022
p
ISSUED FOR 90 /o REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
DATE
-
INITIALS
MGR TECH
REC & STD
DRAWING NUMBER
PNG -C-001-0001329
REVISION
E
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
DATE
INITIALS
PRINCIPAL
ENGINEER
CHECKER INITIALS
-
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

5669
5825
5547
5824
5595
5823
5573
5572
5574
OWNERSHIP
o
LAKE NORMAN o
155'
GRAY FANNIE T+DUBILLIE LLC
84V
SCRIPA WAYNE M+JULIED o
FL,ANDERS
339'
CLOVER BANK RD
131'
BALLENGER BUFORD S+LAURA A
56'
BRIDGES FARM RD
62'
REYNOLDS DVSTIN J+NICHOLE M
186,
JES LAND LLC
1
ALDO PROPERTIES 11 LLC ETAL m
305'
0
z
O
Q
H
cn
��p �P ��• APO J�pkQp �4�
'O
S
CONSTRUCTION ENTRANCE $
REFERENCE CONCRETE MATTING >
REQUIREMENTS FOR TRANSCO EASEMENT * �--\�
ACCESS ROAD TYPICAL 1
s^ C S Y 4 La~
TEMPORARY ACCESS ROAD #1 / JTJGROUTED CROSSING
c\
CONSTRUCTION ENTRANCE`
0 ` GROUT END CUT OUT 5 / O
'0E- ■ GROUT START CUT OUT 4 GROUTED CROSSING —'� � N: 649064.22CD �
��--
, ■ GROUT END CUT OUT 3 N: 649361.15 / - i E: 1450537.17 �
UJI
_ I LAKE DAVIDSON N: 649771.36 E: 1450029.36 _ / _
= o
CROSSING - GROUT E: 1449323.97 Z
0 °
_ - _
o ■
41 +00 _ 42 a •
z
+0 39+ 00 40+•CO _ 00 O
3 0
_
o Q 30 0� _ 143' \ _
W I _T1 +00 ��;+�• -_ _ __= 148
4t
_ ���y''O/
22+00 23+00 _
-
20+00 21 +00 �' �� 1 150' 00) _ N CUT-OUT TYPICAL 3
CUT-OUT TYPICAL 1
11ACCESS
_ ROAD TYPICAL 2 ���
c Iti j'o
O NC FLOOD ZONEWETLAND 1
pJ _ : +ADO
N I NC FLOOD ZONE / >C''
■ CUT-OUT TYPICAL 2 - �. • c ` _
W ■ lip aF 400p 7 : lij
�\ • .r
Oki
L I ..'• L. �� • X iyl'.�. , a - L� J�, "`�'.•~ Z T J•� }. r[ .... 41.. ;
Air
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
870'
870'
850'
850'
0
Ln
L
N
w
N Q
LEGEND
EXISTING GROUND SURVEY
0
�
LINE 1 ILI
EXISTING GROUND LIDAR
LINE 129 ILI
LINE 170 ILI 800'
800'
LINE 1 SURVEY
w
J
LINE 129 SURVEY
li
O
LIMITS OF DISTURBANCE
o
ACCESS ROAD
o
N
EXISTING GROUND SURVEY
LINE 1 ILI
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
\
Lv
ADDITIONAL TEMPORARY
0
o
WORKSPACE000,
U
U�
750'
750'
0
0
z
0
N
0
0
7 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41 +00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 0 9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
L 1 S 1 TIDEWATER TO M O N RO E
SHEET(S) 04 OF 86
DWG SCALE NOTED
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 002
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
� ENERGY Natural Gas
0111
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC&STD
NORTH CAROLI NA
PNG —C-001-0001330
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

5574
5753
5550
O\ A / A I E R C+ LJ I P
V V V J �l
m
ALDO PROPERTIES 11 LLC ETAL
TRANS TECHNOLOGIES LLC
o
TRANE TECHNOLOGIES LLC
1323'
897'
180,
A�.
z
Z
41
H
�
�\ S�P� 5�P5�P
�G �G �� �G �� ��
� ����
�F. �F. �F.
��
xpo x�p x�� x� x1a xph x1
xtin' x'�h x`tip xo�
xpp
or
4.
I
I
O
O
■
No Impact
_.
■
W ■ _
#
Temporary Bridge
LINE 170 LAUNCHER/RECEIVER STATION >t _ _ __-
■ W
2 I TRANSCO CROSSING: LINE 1 TO BE
1
Stream 1
I =
� ■ REMOVED WITHIN TRANSCO
_ — —
J
■ \
CD
_
���'
■ EASEMENT. REFERENCE FOREIGN
C5
_. _w6
■
WET LAND 1
UTILITY PIPE REMOVAL DETAIL
■
`_ _
-----; t
\
_.
Duke Eoe�BYTansmisslonPowerR
�_
A�/
■
X ��
PARTIALLY FIELD LOLA I LD
68' Lo 1 width / 34' each side of center
■
HO HO
w
447G0 00— 6� 0 ——4�+09— —
8*09- 49+00 — 50 --QO 1 +00 52�+�©, --
�3+ + 0 55+00 �6+00—
+00 58+00 �9+00— 60+00
-�1 +=0 62+00 63 0 ` 64+00 6 +00 66+00
67 00 +00 �9+00 ` 7��0 �1 +00
LLI
72t0 -. 73+� � 4 • ' 7� 00` \ 0
Qcn
1
_ ,
\`-'ter— �� O _
.
�'
`\ O
``•`` ` `l `
I,
—c c
�
.. - \
r/ / '--'-' -
�_� \
o
zo
0
00
810
a
STREAM 1 T 7
/
N
\°
o
~
Q ■ CUT-OUT TYPICAL 1:
-
CUT-OUT TYPICAL 1 1.89
LE434.77
■ \ ' c
Q
■
COMPOST FILTER SOCK
ACCESS ROAD TYPICAL 2 (SEE DETAIL 4)
ACCESS
ROAD TYPICAL 2~
■ / i
I
I
CUT OUT 6
W ■ N: 648612.61
-- -
■ W
z_ ■ E: 1450921.85
l
■ Z
J I
CONTRACTOR TO USE TEMP BRIDGE
2
STREAM/WETLAND CROSSING (TYP).
_
■
(�
SEE NOTE 1.
(�
■
a
Q
J06-
CONST.
METHOD
AS -BUILT
MATERIAL
NIPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
870'
870'
850'—
850'
0
Ln
Ln
N
EXISTING GROUND SURVEY
L�I
N Q
LEGEND
EXISTING GROUND LIDAR
Q
LINE 1 ILI
LINE 129 ILI
>
LINE 170 ILI
800'
-
— 1
800,
LINE 1 SURVEY
z—
w
J
O
LINE 129 SURVEY
LL
LIMITS OF DISTURBANCE
ACCESS ROAD
N 0
EXISTING GROUND SURVEY
o
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
LINE
1 ILI
CD
o
WORKSPACE
cn
750'750'
o
NOTE:
1. IF AIR BRIDGE IS REQUIRED TO PERFORM
0
CROSSING, ENGINEERED DESIGN BY
0
CONTRACTOR TO BE PROVIDED TO DUKE
FOR APPROVAL PRIOR TO INSTALLATION.
7 48+00 49+00 50+00 51 +00 52+00
53+00 54+00 55+00 56+00
57+00 58+00 59+00 60+00
61 +00 62+00 63+00 64+00 65+00 66+00
67+00 68+00 69+00 70+00 71 +00
72+00 0 g Know what's below.
� Call before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 05 OF 86
DWG SCALE NOTED
L 1 S 1
TIDEWATER TO M O N RO E
A
01 /18/2022
ISSUED FOR 30%
REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
ENGINEER
�� DUKE M� Piedmont
ALIGNMENT
SHEET 003
DWG DATE 01/18/2022
SUPERSEDED —
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
0232984
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90
/o REVIEW
JAM
BM
PS
PROJECT NUMBER
MGR TECH
� ENERGY. Natural Gas
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FORBID
JAM
BM
PS
DRAWING BY
JAM
REC &STD
NORTH CARO L I NA
PNG -C-001-0001331
E
DATE
E
11/22/2022
ISSUED FOR BID
REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
INITIALS
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
I
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

5550 5822 5584
OWNERSHIP
TRANS TECHNOLOGIES LLC STATE HWY 115 DAVIDSON COLLEGE TRUSTEES
732' 63' 1555'
o
Z
S���P�\
A
��� ��k��k� o ���c��k�����k�c.��k� ��k� `����Pp ������� ��k� ����� �F,� �-A- N PQ��F����' �o��������''
�c
PpQ� �4.
`�04
�4����p`P�O�
0
_01` Pn
x���x015��L`�O��G�•
1t�O� 01%
X�'O X���`
04
0
�a . r
•
6��' 0 pM \ \ '" a
0 '•
O
\ \ + Cy'
X
AL
Uj
� „x
1 0 Uj
4
CD
69 GROUT START CUT OUT 8B
`x0
N: 646464 31
a d
N
` E: 1452728.90
,( e ♦4
y X eRiw
00... hs
ACCESS ROAD TYPICAL 2
r: •"~
_
CD
.1 \ 1 . -.7' i
�1•`r / eOf
�.. \ -,:
. s ♦ \
" (•'
-" .:' .:
V
7
CUT-OUT TYPICAL 1 ,..
00 Q CUT OUT 8 \
CUTOUT 10
oft
z
O
�y
{ \ \ RO
� �,� N: 646694.65 \ 2 Gt 1
tip.. E: 1452532.39 \ O� FLPN - - -
E. 646056. 3 8 97
-- - t_u. 6+00
- - — - X00
�00\
\ O�
__= g5+00 (j) -
Q
�l((L - _ ACCESS ROAD TYPICAL 2
�,\ \
_ -
0
°N 94+0 _ '
OQ,/
� x , \ \ \ � GROUTED CROSSING
_- 93+00
O
o
7f ♦ \ \ o \ F-IiS\ \ OG� C:-). GROUTED CROSSING o"
^� 9C S < CONSTRUCTION ENTRANCE 0"
o" _ 00 _ — ---- --
.. 1 + 0�
-- 0
+0
T 90 9
O
♦ W \\ SS�i' �2 ZW
- ssion Power Rlti'
G
SEE WATERBAR \\ �\ 1 \ ��y� / �� \ a°sm o"
/`� ♦ Zha
DETAIL' o \ \. S �,�° E�34e h°,deof.e°te.
OH
/
'
— 50, � .
- -
•
- -..� - --
CUT-OUT TYPICAL 1 DSO > - \ /�ti "o 85+00
♦
'
CUT-OUT TYPICAL 1
\
_ _ � +00
♦ g4
ACCESS ROAD TYPICAL 2 B 3
-
V ♦ TRANSCO PIPELINES l' i
♦ ( 9+�
�%3 `
111
_
\ _
U
i /e�� o '� 0 i i o J
LINE 129 MLV ti 17.94 2
1 � CUT-OUT TYPICAL 3-
,s�I
LINE 170 •
! a
'�•. Q
$$� �Z
i
SEE DWG PNG-M-001-0001383 FROM PROJECT NO. 0232986 o i G
FOR MECKLENBURG EMERGENCY FEED DETAILS. \ 3 I c \ r
d
T 9
\ -— e GROUT END CUT OUEW
• - - v REF CONC MAT REQUIREMENTS \ / c mti � - N: 646336.31
\ / �- ` ACCESS ROAD TYPICAL 1 — E: 1453059.44
/
/
FOR TRANSCO CROSSING ACCESS ROAD #2 - SEE \DWG PNG-C-001 0001306
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
870'
870'
850'
850'
o
Ln
EXISTING GROUND SURVEY
Ln
N
EXISTING GROUND LIDAR
w
N
LEGEND
Cn
J
U
LINE 1 ILI
LINE 129 ILI
LIN 1 ILI
LINE 170 ILI 800'
`
800'
LINE 1 SURVEY
J
LINE 129 SURVEY
ILL
Q
LIMITS OF DISTURBANCE
�
o
ACCESS ROAD
O
N 0
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
Lv
ADDITIONAL TEMPORARY
0
o
WORKSPACE
U
N
750'
750'
z
0
N
0
0
7 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81 +00 82+00 83+00 84+00 85+00 86+00 87+00
88+00 89+00 90+00 91 +00 92+00 93+00 94+00 95+00 95+50 0
9 Know what's below.
� C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
L 1 S 1 TIDEWATER TO M O N RO E
SHEET(S)
06 OF 86
DWG SCALE NOTED
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 004
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
� ENERGY Natural Gas
0111
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC&STD
NORTH CAROLI NA
PNG
—C-001-0001332
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

�
5584
g
144
5829
144
145
O\ /�
V V
/f� I E RS
V
H I P
fl
DAVIDSON COLLEGE TRUSTEES
754'
TRUSTEES OF DAVIDSON
COLLEGE,
765'
o
GRAHAM RD
62'
TRUSTEES OF DAVIDSON m
COLLEGE,
676'
TRUSTEES OF DAVIDSON
COLLEGE,
143'
0
z
O
2
- CUT-OUT TYPICAL 1
CUT OUT 12
/
/
644702.11
E: 1455050.06
/
/
p0—�
Co
cb
10`5-+OCD-
■
'•
106
■ W
­- 108+0
LINE 170
n
-,
T
---
_
0)
■
�♦
CUT OUT 11-
150 �
�1 1�=�=pp -___. ■ (�
o
�S /
E: 1454846.36
■
O /
O
ACCESS ROAD TYPICAL
2
/
_1
°� /
-�-__ 1 1-8=+ —"
J
o
�A `
0
RESTORE GRAVEL
CUT-OUT
RUNNING TRACK TO
TYPICAL 1 _
-
�- ' p W
_ i =— �..,. •k ■ i _
���■20J0p�`'`J
-
Q
ORIGINAL CONDITIONS
AFTER CONSTRUCTION
�"
�S `
_ _
- - _
"' _
�
ACCESS ROAD TYPICAL 2
; f
�.... �6_����
■ O �,aa
l!�
_, 124+0
782 123+00
- -- --
ACCESS ROAD TYPICAL 2 �. O
r
•.
>,yLU
�-
Miy ns /
a
d 1yJ fj
4oissy O) 4!p
�
■ �
IoCV
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
870'
870'
850'850'
0
Ln
L
N
N
w
LEGEND
Cn
J
LINE 1 ILI
XISTING GRO ND SURVEY
LINE 129 ILI
EXISTING GROUND LIDAR
_
LINE 170 ILI 800'800'
LINE 1 SURVEY
i
J
LINE 129 SURVEY
O
LIMITS OF DISTURBANCE
ACCESS ROAD
�
o
o
N
0
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
LINE 1 ILI
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
0
WORKSPACE
o
U
U�
750'-
750'
z
0
N
0
0
7 95+50 96+00 97+00 98+00 99+00 100+00
101 +00 102+00 103+00 104+00
105+00 106+00 107+00
108+00 109+00 110+00 111 +00 112+00
113+00 114+00 115+00 116+00 117+00 118+00 119+00 119 50 9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas,
N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *
TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 07 OF 86
DWG SCALE NOTED
L 1 S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 005
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
0111
� ENERGY Natural Gas
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC&STD
NORTH CAROLI NA
PNG —C-001-0001333
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

145
OWNERSHIP
TRUSTEES OF DAVIDSON
COLLEGE,
2400'
0
z
aa
p
6'sX 111'
y
o
o
-,
o
��
i
3
1 It
�� �//
■ W CONSTRUCTION ENTRANCE
Ct -
SDI \ /
GROUT START CUT OUT 15CD -----
���,,-
0
•
1,. •
' N: 641791.27 r' ��
-
.�
N
� Z
=
/
CUT-OUT TYPICAL
-_
E: 1456428.44
i
�
lk
+ !�
' 7 1, •
_ 8 .•
0� Q
CUT OUT 13
CUT OUT 14 ACCESS ROAD TYPICAL 2
CUT-OUT TYPICAL 1
N: 642854.91
■ > , -
I
Q
�
o
i �.. 1 1 -. 4(/ /
� 9+p � -
N: 643726.42
E: 1455264.33pp
_ _-
E: 1455726.91
.. -
- ---•-� _ 1 40- 00 1'�4�1-�+`�- \�
�� 0` - ,42+
_ } -
14 00�44,+ 0 4 0 147
Q
•
ACCESS ROAD TYPICAL 2
_ -' — —
1 38 00 139+00
37+00 +
1
---
L ❑►, ,. ,
127
_
00
-- 135+00
132+00= = 133+00 134+00
1
-
X ■ - __
o
: 8�
t
�sz
— --
..._ 128+00
+ _ -
- -_ - - : 131 0
0 130 -------,..,. - ---LO
129+00 ,� �`
-
1 52' ■
r :
��0
1 24+00
125+00
--
'^ \
CUT-OUT TYPICAL 3
■
`
— — _ ----_
150,
■ Q
Uj
_ EXISTING ACCESS ROAD #3
_
I co
•
PICKUPS AND PERSONNEL VEHICLES ONLY, NOT FOR
■
•
-
-. _
CONSTRUCTION EQUIPMENT TRAFFIC
♦
Q
I
■
v�ti
_
F�
' SEE DWG PNG-C-001-00013063r
,
o
AS -BUILT
CONST.
METHOD
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
870'
870'
850'850'
0
Ln
L
N
w
N
LEGEND
0
LINE 1 ILI
LINE 129 ILI
LINE 170 ILI 800'
-
-
800'
LINE 1 SURVEY
J
LINE 129 SURVEY
EXISTING GROUND SURVEY
LL
O
LIMITS OF DISTURBANCE
_
�
ACCESS ROAD
o
0
N
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
/
—
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
0
WORKSPACE
0 0
0
750'
LINE
1 ILI
-
750'
o
z
o
� f
0
0
-
71119+50 120+00
121 +00 122+00 123+00
124+00
125+00 126+00 127+00 128+00
129+00 130+00 131 +00 132+00 133+00 134+00 135+00 136+00
137+00 138+00 139+00 140+00 141 +00 142+00
143+00 143 50 9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *
TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 08 OF 86
DWG SCALE NOTED
L 1 S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 006
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
� ENERGY Natural Gas
0111
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC&STD
NORTH CAROLI NA
PNG —C-001-0001334
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

145 5821 5483
5820
5421
3875
4172
4994 4517
4568
5423
5482
OWNERSHIP
=
TRUSTEES GF DAVIOBGN DAMS RD APPLEBY, ADRIA m
COLLEGE, 73' 35'
DAVIS RD
DAVIS, MARTIN LEONIDAS JR
DAVIS, MARTIN /I/
FARIS, HELEN DAVIS
FARIS, HELEN DAVIS PAYLOR, MERVIL MOPE
DEUTSCH, PATRICIA C
DEUTSCH, PATRICIA C
BUMANN, BRIAN LEE
o
28'
94'
'87'
182'
180,
310' 499'
295'
229'
211'
0
z
zGPO�O
0
�QOQO���c
cn
�P�G��� J�O�O�o�c�� ��c�� o��C��
G
00
C)I �.` r `' _ - CUT OUT 17 �, O
N:640381.39 I O
..
/ � a • . � _ - '� . _"= �. � _ -_, E: 1457233.69
Uj
_ ---� _ W :.f 2
CONSTRUCTION ENTRANCE
I
o
I ///o ■ GROUT END CUT OUT 16 - _ w! �r► �" •.,.. '' . EXISTING WATER WELL a
4Z
0.
N: 641443.55
E: 1456628.34
.: , - _ CUT OUT 18
z
C)
0
■ �
738 UNTRACED EXISTING N: 639708.34 P
■ �`1' COMPOSITE MATTING CUT-OUT TYPICAL 1 E: 1457675.06
SEPTIC LINE IN THIS AREA
i OVER EXISTING CULVERT
i C) }; TEMPORARY BRIDGE CROSSING �28 - ACCESS ROAD TYPICAL 2 i -= - `� 1
00
n
J
_
z8. i _ -
- 0 LMti - °�� `\� �` - ^ _ �� - - - EXISTING CULVERT - - _� _�.. — - -- 'B\ - ===169 0 _ 170+0�
i
140+00 14�1J+� ,42+0 -T 43+0 1 - �14 +Oi`1�4� OB��/ +_ -
-� + - 149+0-...
1--0- 0 - ---_ - --
'� o �56+ 1'5�+�� �15 +0�� -1 '+_00
- - - f -- �.� _ _ _
16
c• 152' � � _ I � _ � �
cn 160' a
■ - an
150'_
j GROUTED
o
CROSSING -, 22
COMPOST FILTER SOCK _ 20
DAVIS ROAD ACCESS ROAD TYPICAL 2 156' S`
SILT FENCE SILT FENCE
'a
. — STREAM 2 SILT FENCE w CUT-OUT TYPICAL 1
�-
• i f � • r '�i
� �'
ICUT-OUT TYPICAL 1 I
W
Z Z
J I No Impact CONTRACTOR TO FIELD LOCATE LANDOWNER d- I J
= Temporary Bridge SEPTIC AND WATER LINES PRIOR TO EXCAVATION _
■
U _ - Stream 2 U
Q - a
40
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
820'
820'
800'800'
0
Ln
Ln
N
w
N
LEGEND
Cn
LINE 1 ILI
LINE 129 ILI
LINE 170 ILI 750'
-
750'
�- LINE 1 SURVEY
LINE 129 SURVEY
EXISTING GROUND SURVEY EXISTING GROUND LIDAR
J
LL
LIMITS OF DISTURBANCE
ACCESS ROAD
0
N 0
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
Lv
0
WORKSPACE
—
0 0
0
700'-
- -
-
700'
z
0
N
0
0
6143+50 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151 +00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161 +00 162+00 163+00 164+00 165+00 166+00 167+00 167 500 9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 09 OF 86
DWG SCALE NOTED
L 1 S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 007
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
� ENERGY 0111 Natural Gas
DRAWING NUMBER
REVISION
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REc&STD
NORTH CAROLI NA
PNG -C-001-0001335
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
CHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

5482
86
3925
OWNERSHIP
o
BUMANN, BRIAN LEE _
JOHNSON, SMILEY WILSON
BARGER FARM LLO,
o
21'
694'
1685,
0
z_
z
0
Mw
I
_
I
O
_
-
O
1 ■
■ FL
■
e
,.g I ?�_ i
■ LILI
LU
1:I
CUT OUT 19
FLOOD ZONE
7 IM
w
I 2
(n
_.
N: 638898.88
�
(/)
0
O
E: 1458259.34
_
CUT OUT 20
O
Z
N: 638124.00
Z
I
CUT-OUT
TYPICAL 1 E: 1458809.90
I
o
_ CUT-OUT TYPICAL 1
T3o•
PER LANDOWNER DIRECTION CUT-OUT
ACCESS WILL ONLY BE
ALLOWED AFTER APRIL 1ST.
TYPICAL 1
S PER LANDOWNER DIRECTION J
ACCESS WILL ONLY BE
0
Q
O
- -_,
-
ALLOWED AFTER APRIL 1ST.
I
J
O
LU 1
>
I -I -I
w
1 64+00
1
__ --
_.-.p_-__ 1_ 6 - 1 67+ _■ -8+00 1 69+0 1
172+00
173+00 174+00 1�7 +- -7- +-00 77�M _ 1�78+
�'I'-7-9+-b0 — 1-80�00— —181 00—
_
1-82+00 — - y —1 g4+-00—
—1-&5 00
- -
—_ 1�&+0 +00 _ +�'0 189+00 1 -+
- -- -
1:- 1 +00
-
� 92+00
- - -
19�+00 194+00 195+00
_.
.
i
cn
0
o
�
149'
I
I 0)
+ ,, ■ �
- -
■
(n I
I (n
W ■
■ W
Z '
-
' Z
I
12
2
U
U
CONST.
AS -BUILT
METHOD
MATERIAL
NPS 16, 0.219"
W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
820'820'
800'800'
0
Ln
L
N
w
N
LEGEND
Cn
LINE 1 ILI
LINE 129 ILI
LINE 170 ILI 750'
750'
LINE 1 SURVEY
J
O
LINE 129 SURVEY
LL
LIMITS OF DISTURBANCE
�
ACCESS ROAD
o
O
EXISTING GROUND SURVEY
N 0
EXISTING GROUND LIDAR
EXISTING GROUND SURVEY
i
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
i
0 J
o <
WORKSPACE
—
EXISTING GROUND LIDAR
U�
700'700'
z
�
N
O
0
LINE 1 ILI
6167+50 168+00 169+00 170+00
171 +00 172+00
173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181 +00
182+00 183+00 184+00
185+00
186+00 187+00 188+00 189+00 190+00
191 +00
191 500
9 Know what's below.
� � C1II before you dig.
HDR Engineering Inc. of the Carolinas,
N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)
10 OF 86
DWG SCALE NOTED
L 1
S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
�� DUKE
Piedmont
ALIGNMENT SHEET 008
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
� ENERGY
0111 Natural Gas
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC&STD
NORTH CAROLI NA
PNG
—C-001-0001336
E
DATE
INITIALS
E
I
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

3925
4320
4754
5819
\ V V /f /f� V I E RS H I P
OWNERSHIP
fl
�
BARGER FARM LLC,
BARGER FARM LLC,
�
BARGER FARM LLC,
E ROCKY RIVER RD
226'
1826'
315•
33'
0
z
O
Q
P
O
(n
�4
. _ \
/
■ _
LL1
4 o
GROUT START CUT OUT 23
~ r�`
■
_ J
N:635896.25 •
= I
E: 1460445.34
Z4tZ
0
CD
■
■
CUT OUT 21
-
ACCESS ROAD
TYPICAL 2 •
SILT FENCE •
z
N: 637275.83
_
CUT-OUT TYPICAL 1
CUT OUT 22
N: 636462.54
CUT-OUT TYPICAL 1
O
, Z /
�..
E: 1459423.46
CD
d ■
SILT FENCE
E: 1460008.45o
v
z
0
> ■
I
PER LANDOWNER DIRECTION ACCESS WILL
ONLY BE ALLOWED AFTER APRIL 1ST.
-
PER LANDOWNER DIRECTION ACCESS WILL
ONLY BE ALLOWED AFTER APRIL 1ST.
_ __ __0 21-3
_ ____ _= - 21 1 +00� 21 2+0..
��i o`er
0
- W
`
_-
_
210+00
W
J
158+00 189+D0.-.. 190+00—1-91 +Ot 19- + 0 3+-
4 - 1-95+00 1-96+00
X 0�+0�•
197 ��� J I-99+00- J 200+OCR 201 +00 202+00 203+00 204+00 205+00 206+00 2
__�_-' b0 p0
—T 6, ---~ �s�� i g ,Aa
+oo
E,
-`sue -�
a` ---�712
o_ - - ---
ffib
•
.._____ ______ DSO A -� / /
PER LANDOWNER DIRECTION ACCESS WILL i -- 7 0
In ■
+ ■
150
. cn
150' �'
/
ONLY BE ALLOWED AFTER APRIL 1ST. �i,� 78- —
�00
0
- 11i
ILI
S
- - -
a 1101
CUT-OUT TYPICAL 3 / '
We ft� ,, /// / / '/'// /// /`�00
L
■
Q ■
ACCESS ROAD TYPICAL 2
_ ACCESS ROAD TYPICAL 2
_
CONSTRUCTION ENTRANCE
�.(,��
N�� f,EtO W\dtF 1W ' �'4' • f. / • � / /
1
�)
v _ w .
z
■
_ - ■ -
• C) \1
/ �
F
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
820'
820'
800'800'
0
Ln
L
N
w
N
LEGEND
Cn
LINE 1 ILI
LINE 129 ILI
>
LINE 170 ILI 750'750'
LINE 1 SURVEY
i
J
LINE 129 SURVEY
LL
LIMITS OF DISTURBANCE
O
ACCESS ROAD
o
N
EXISTING GROUND SURVEY
f
0
EXISTING GROUND LIDAR
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
0
0
WORKSPACE
— - -
�
700'-
700'
z
0
LINE 1 ILI
0
0
6191 +50 192+00 193+00 194+00 195+00 196+00
197+00 198+00 199+00 200+00
201 +00 202+00 203+00 204+00 205+00 206+00 207+00
208+00 209+00
210+00 211 +00 212+00 213+00 214+00 215+00 215 500 9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *
TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 11 OF 86
DWG SCALE NOTED
L 1
S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 009
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
0111
� ENERGY Natural Gas
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC&STD
NORTH CAROLI NA
PNG -C-001-0001337
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

5819
5335
4184
5105
5055
o
OWNERSHIP
E ROCKY RIVER RD
ARMSTRONG, THELMA
HALEY, SANFORD EUGENE JR
HALEY, SANFORD EUGENE JR
MCARN JERKY D
29'
1383,
34'
576'
378'
0
z
x �x X, x1 �x �XX`x
0
`L�'�'X�o
=4L,
GROUTED CROSSING p�
-
O
/
■ F--
W
r
-
- _
/
CUT OUT 26
■ W
W
I =
CO
�.
;,`
p J
N: 634084.01
o
_
O SILT FENCE
%
ar
E: 1461638.80
0
N
r,, Z
l 8
CONSTRUCTION
ENTRANCE
M
v�
CUT OUT 25
z
0
N: 634860.48
CUT-OUT TYPICAL 1
■ (D
GROUT END CUT OUT 24
ak
E: 1461057.71
■
z
J
0 n
+0 x
00 ��=+p��� _ /
1 �
1 ���
` - �___ �i��=+ y 1? 0,
N 635739 42TEMPORARY
E: 1460506. 81
TYPICAL 3
$� °
m g
- -- -
_
CUT OUT TYPICAL 1
BR RIDGE AND MPAN G
MATTING
ACCESS ROAD TYPICAL 2
7p --
W -_
# 40+00
2
= — __- 2+00
241 +00 24 243+00
U
_ _- - � ,1°
,. __---. S2� , 6�
1 p
` /, *p
1,� kA CUT-OUT
�..,. -00
�.. 231 +00
229+00
237+ 00 238+00 239+00
35+6
232+00 233+00 6�
___ --
■ —
�+1F :.- `�' '
00 �,
2
a� 210 �'� 222+00
' 2.2� +�
223+0 p 224+00
r225�+00 226+0�0
— /
��
227+00 228�0
��
a� — �_ -
-
=.� w
- - --
— — � '150' o
■LO
■
_.
h ; .
'
8° 8 �► f ,�
i
i i/ `�� �0+�0 —
— -
—
_�L�....
STREAM 3
0)
I N:
'f F +•
Ta a �"e Q / /
Eo..m�rs` z � / /
��'�
1 �' ACCESS ROAD'
■
■ Q
// i 13a� TYPICAL 1
CONTRACTOR
SHALL REPLACE
I ~
_
i
_Z ► /
CONTRACTOR SHALL _■
FENCE IN KIND
WITH EXISTING
WITH
No Impact
W
■ Z
�1 J i l
FENCE IN
KIND WITH EXISTING
Temporary Bridge
J
Stream 3
■ _
�Q- • a
ACCESS ROAD #4
PENDING
-
■ (�
F-
Q
��
CONSTRUCTION
I�
Z
I� �
ENTRANCE
�a
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
820'820'
800'800'
0
Ln
L
N
w
N
LEGEND
Cn
LINE 1 ILI
LINE 129 ILI
�
LINE 170 ILI 750'EXISTING
GROUND Y
750'
LINE 1 SURVEY
EXISTING
GROUND
LI
AR
J
LINE 129 SURVEY
LL
LIMITS OF DISTURBANCE
O
�
ACCESS ROAD
o
N
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
/
WORKSPACE AND ACCESS
—
ADDITIONAL TEMPORARY
_
0
WORKSPACE
0 0
700'-
LINE 1 ILI
700'
z
0
N
0
z
0
62115+50 216+00 217+00
218+00 219+00 220+00 221 +00 222+00
223+00 224+00
225+00 226+00
227+00 228+00 229+00 230+00 231 +00
232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00
239 500
9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)
12 OF 86
DWG SCALE NOTED
L 1 S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 010
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
0111
� ENERGY Natural Gas
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC&STD
NORTH CAROLI NA
PNG
—C-001-0001338
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

5055
4434
4817
4080
5818
9
OWNERSHIP
o
MCARN, JERRY D
RIVER RUN PROPERTY OWNERS,
ASSOCIATION INC
RIVER RUN PROPERTY OWNERS, o
ASSOCIATION INC
RIVER RUN PROPERTY OWNER'S, m
ASSOCIATION INC
TRIBUTARY CT m
RIVER RUN PROPERTY OWNERS,
ASSOCIATION INC
o
1309,
399'
348'
226'
53'
65'
0
z
\\�
O
���,�
���'�
�k�P ��"R_ �Go�C IP�JO J�0�Q0 P`G�
%��
1�F
co`L�'"0�•�°�"•�C.1�`�C.1�`OC�b�C.1�Q'C.1 �� %��`
0X 1tiX l tix tiX 1" tiX
7-1
TEMPORARY ACCESS ROAD #5 20 ' SEE DWG PNG-C-001-0001307
.i
_ e
m
Illy—
I
`
N
S
I
I
O
1�. #
O
1 e
-
1
, GROUTED CROSSING
■
ACCESS ROAD TYPICAL 2
i' 1 1w
LLJ
2 I
—
- .- CUT OUT 27
CUT OUT 28
,� [ �, < I
m
W
N:633286.72
N:632487.09
- �: ,. (n
'0
CD
■
E: 1462237.78
E: 1462839.97
. ■
GROUT START CUT OUT 29
Z
N:632100.82 I Z z
CDr<'
" >� ■
* ■
CUT-OUT TYPICAL 1
E: 1463127.27 ■ (�
a \
■
t I
>
i
CUT-OUT TYPICAL 1
6
w
23 +0�0 �_,6 237+0 238+00 239+0 ■ 240+00 241 +00
242+00
2 - - 24.6�'� 247+00 8 249+00 25
252+00 �5-3+ - 4
25&• 10� a_5, 7+ - + (� ~ 'c + 6i�+ �,�0� —y + ■ 4 00
+0�- 266++�Q ; 267+00
LO
■
150' 0
� 246' ■
I
o
+
I
ACCESS ROAD TYPICAL 21 ACCESS ROAD TYPICAL 2 EXISTING FENCEco
150' +
^ Cfl t
N
■
Q ■
ACCESS ROAD TYPICAL 2 CUT-OUT TYPICAL rt0 ■ N
_ I
CONSTRUCTION ENTRANCE I (n
■#
ry
■
■
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
820'
820'
800'-
800'
0
Ln
L
N
w
N
LEGEND
Cn
LINE 1 ILI
LINE 129 ILI
LINE 170 ILI 750'
750'
LINE 1 SURVEY
J
LINE 129 SURVEY
LL
LIMITS OF DISTURBANCE
O
�
o
0
N 0
ACCESS ROAD
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
EXISTING GROUND SURVEY
WORKSPACE AND ACCESS
—r —
0
ADDITIONAL TEMPORARY
WORKSPACE
EXISTING GROUND LIDAR
o
�
700'
700,
N
0
0
LINE 1 ILI
6239+50 240+00 241 +00
242+00
243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00
251 +00
252+00 253+00
254+00 255+00
256+00 257+00 258+00 259+00 260+00 261 +00 262+00 263+00 263 500
9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED *
DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)
13 OF 86
DWG SCALE NOTED
L 1 S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE
Piedmont
0111
ALIGNMENT SHEET 011
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
C
08/05/2022
p
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
DATE
INITIALS
MGR TECH
DRAWING NUMBER
REVISION
-
-
� ENERGY
Natural Gas
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REc&STD
NORTH CAROLI NA
PNG
-C-001-0001339
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
CHECKER INITIALS
-
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

9
5817
4578
4128
4257
4888
4533
3886
4268 5507
OWNERSHIP
o
RIVER RUN PROPERTY OWNERS, o
ASSOCIATION INC
GOLDENBEARCIR
RIVER RUN PROPERTY OWNERS,
ASSOCIATION INC
WILLIAMS, RANDALL P
ZYWICKI, DANIEL
VINSON, KINYONM
VINSON, KINYONM
m
BATTS, ALBERTF
RIVER RUNGOLF&COUNTRY RIVER RUN GOLF& COUNTRY
CLUB INC, CLUB INC,
o
55'
40'
183'
520'
398'
681'
307'
15'
109, 92'
V
Z
O�
p�� s'
�P J� GJ G�
�� �� ��
�lcO�X"4
`G�
`%cO�XcoO x�LrO�X��OIrO�X`DL`� XD1
`L x50
XD`1xD`�X�X`lXg4 Xc,�
` \
r _ _
1
.. ' EXISTING ACCESS ROAD #6,"+
CONSTRUCTION SHALL NEVER BLOCK
i
`
ACCESS ROAD #7
O WORKER LIVES HERE
�
� �
4F
O
DRIVEWAY - EMS
f.
MAINTAIN EXISTING ACCESS ROAD
s � ■ AND COMES AND GOES IN EMERGENCIES
_
■
W ■
W 5 !
5� CONSTRUCTION ENTRANCE
_
CONSTRUCTION ENTRANCE! s W-
.�xt ■ \
-
GROUT END CUT OUT 30
NC FLOOD ZONE
,` SD' ■ ;�
GROUT START CUT OUT 31 ,■
CD
GROUTED CROSSING
Z I
N: 631354.31
E:1463689.36
,
N: 630033.96 O ` �_-
•,- E: 1464580.47
I
CCD
0
r. i ' . (7 ■ ■ I -EPHEMERAL
■
_ ■ (�
— ■ �/
�- m6 CONVEYANCE
.:�,.
\ �. i
Q
J
�
0
0
r s s°
\ _—
- 00 �� 267+00 268+0=_+00
!— 6+
- � 26 +00 26 � v
�3+i 26 00 _ ,'J—
_ - - i
270+0_ 271 0 i 72+00 273+00 274+00�.
275+0 276+00 277+00 278+00 279+00
280+00 281 +00
—_
•� �.; , , �.
- _ , Y�`�-
-—
282+00 � �'� ' � � W
283+00 284 �� - .
2 5+, 0
+00 Q© r+00 90+
880 2 0'®
— L
—
— -
—
_
ss - —
'` ■
■ I
150
MAINTAIN ACCESS
-- ---
_"L�
■ LO
♦ ■
TO PRIVATE DRIVE
-
STREAM 4
■ +
�
N
CUT-OUT TYPICAL 1
150' N i
• Q� � r, mow. t`--.�,
n
_ .. �
■ Q �"
I £
CUT-OUT TYPICAL-2LLI
5
F+ Z
r
LOCATE PRIVATE WATER LINES Z j
J
PRIOR TO CONSTRUCTION
=
y
Pdc
�•�
AS -BUILT
AS
CONST.
METHOD
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
720'
720'
XISTI G GROUNDSURVEY
700'
700'
o
EXISTING GROUND LIDAR
N
—
SANITARY SEWER
w
N Q
LEGEND
LINE 1 I I
—
STA= 286+49
l.E.= 652.46
LINE 1 ILI
LINE 129 ILI
LINE 170 ILI 650'
650'
LINE 1 SURVEY
J
o
LINE 129 SURVEY
LL
O
LIMITS OF DISTURBANCE
�
ACCESS ROAD
o
0
N o
EXISTING GROUND SURVEY
0
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
Lv
o
WORKSPACE
o U
N
600'
600'
z
0
N
0
0
5263+50 264+00 265+00 266+00 267+00 268+00
269+00 270+00 271 +00 272+00 273+00 274+00
275+00 276+00 277+00 278+00 279+00
280+00 281 +00
282+00 283+00 284+00 285+00 286+00 287+00 287 500 9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 14 OF 86
DWG SCALE NOTED
L 1
S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 012
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
0111
� ENERGY Natural Gas
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC&STD
NORTH CAROLI NA
PNG —C-001-0001340
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

5507
3897 5816 4544 4901 5445
5815
4186
5338
4485INE
5814
4958
108
4245
4812
5428 4248 193
OWNERSHIP
o RIVER RUN GOLF& COUNTRY
CLUB INC,
PATWARDHAN, NITIN o WILDCAT TRL o RIVER RUN GOLF& COUNTRY SERE, DAVID R GOOCHER, JOHNA
CLUB INC,
HODESTONE MEWS CT
CASTEEL, DELLA S
RIVER RUN GOLF& COUNTRY m
CLUB INC,
MARIE
SUNDERLIN, ELAo
o
RIVER FORD DR o
0
MCINNIS, DAVID R
o
RIVER RUN PROPERTY OWNERS,
ASSOCIATION INC o
MOSTAK, RICHARD G
0
DUNCAN, JOSEPH C
0
BRUEGGEMANN, JAMES B m WICKERHAM, ERICKS o MANGIAPANE, NICHOLAS PETER o
0 0
202'
62' 68' 96' 150'
49'
51'
143'
208'
168,
51,
141'
38,
16,
276'
328' 43' 210'
0�V
P
J�pO
PO\Q.
Pp�k
G O k k GQ O F P
O
14O
���P�\ ������ O �F' 44
�� �� QQ Q� Q�0J0 O�'0 0 G��G��Q� ��Q� G�k. �k G��G���OV�Q�OF.�?�0p�0 O�'�0
0 �OX�� �6�'3Q61i01'<X���X�`���Xhy 0�0
4, IL�__01*� _10111 0
• I �3
1 CONSTRUCTION F+E1
r_
N
GR TE ILLI
D CROSSINGFILTER
WOU
SOCK CUT-OUT TYPICAL 1 (n�.—. rt ■
•, GROUT START CUT OUT 31 B' k �' -y
o ti ,,. - INSET SCALE:1" = 50' a� . �''' ■
N alp N: 629603.06 ' ,h O
c9T E: 1464865.69 ` ''
I'. s CUT OUT 33 I
Z
0 ■ _ CUT-OUT TYPICAL 3 , ` N: 628028.82 ■ Ur r,
yI - -- - -
�' — - - — .I - —_.
+00 9 + . ��:. �-2b+�.0 x t�� .... ' -�J � 2S +0� � 97�00 2"9�+� 9'9+0 �b +d"_ � � - -- - -- +0© ��+� �0�9+ � 10��0�- �1 1 +00 ■ 1-�+-0��5 �e 3=13�00�� �0 315+00
—- 2 y ��`----_-. \ 0-3-+0
Q11 \ �- i o
/ _7p2. L_Ln .J_il \- �� 1 � �1 I•� /�� --4-1
�
; _
69, - - - ..,.. ._...
�,
Lf) NC FLO
LOOD ZONE t ` ? i r J ` 88' �� .. " 150' ■ "`-
o ~ GROUTED CROSSING r` 164' ter.: ? _�
I - I
N A. L GROUTED CROSSING � �
- - ram• =
Y
Q CONSTRUCTION ENTRANCE GROUT END CUT OUT 32 / �•
'r ��k ` CONSTRUCTION
/ >• „ - ENTRANCE 7�
,4 N:
Z
f 1
I " ■ T E: 1465401.09 � /►
1465401. 0
LU LLJ
t�... •rT �-•
,
N •-
■ •�.1 � � + �' __ \ �' k �. i � `
,fir
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
720'
720'
EXISTING GROUND SURVEY
700'
700'
Ln o
EXISTING GROUND LIDAR
i
F)
N
/
N Q
LEGEND
Cn
<
LINE 1 ILI
0
LINE 129 ILI
LINE 170 ILI 650'
-
650'
— LINE 1 SURVEY
J
o
LINE 129 SURVEY
LL
O
LIMITS OF DISTURBANCE
�
o
ACCESS ROAD
o
N 0
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
Lv
ADDITIONAL TEMPORARY
0
o
WORKSPACE
U
N
600'
600'
z
0
N
0
0
5287+50 288+00 289+00 290+00 291 +00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+00 301 +00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311 +00 311 500 Know what's below.
� C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
L 1 S 1 TIDEWATER TO M O N RO E
SHEET(S) 15 OF 86
DWG SCALE NOTED
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 013
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
� ENERGY 0111 Natural Gas
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REc&STD
NORTH CAROLI NA
PNG -C-001-0001341
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
CHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

193
4524
4374
4880 5813
167 5812 D 5399
5811 3899
5810 5184
OWNERSHIP
o
MANGIAPANE, NICHOLAS PETER $
HOAGLAND, DAVID
m
WAHL, TIMOTHY L
SZILAGYI, STEPHEN m JUNE WASHAM RD o
KENMARE HOMEOWNERS SUNNYHILL GROVE RD KENMARE HOMEOWNERS
ASSOCIATIONINC ASSOCIATION INC,
DAVIDSON PARK DR o KENMARE HOMEOWNERS
ASSOCIATION INC,
HUNTERSVILLE COMMONS DR KENMARE HOMEOWNERS
51, ASSOCIATION INC,
154'
499'
153'
26' 59'
338' 58' 554'
55' 287'
166'
0
z
Abe
00POQPQ
0 0 G�O�����G
6� ��FOO��i����P k����PG�� �� k�O�
0 0
Q3 `��CJ���P P�J�� �PGJ�` �� ����� G�� ��G �i�� Q���PG`�� `������' �g
G�
�Q�
moo' ��P��P ��P�����GJ�J�
�O
��P'QPG��
X��X � X��_' X�� x X�� X� x l� X`'�
ti ti ti ti ti ti ti ti
1X��' pX Ox
ti � l
oil
-
y
• '�, ' . t ice}
.r Z'
�
l!7
T_
. I I
■
- I 1
= I
6 GROUTED CROSSING
I =
c
O��o
f L GROUT END/START CUT OUT 35
��AQ
o
i
�� O
\
GROUT END CUT OUT 36 ■
Gas
N
■
Z
I
F�
ti
N: 626968.57
GROUT START CUT OUT 34 _ E: 1466611.27
N: 626034.49
s
Z
I
N:627325.54 T Y
E: 1467249.70
GROUTED CROSSING (�
o
- ■
■
E: 1466374.43
GROUTED CROSSING
■
J ■
z
Q R
ti
_
KENMARE CROSSING RD ��
GROUTED CROSSING
:�
0
- - -
w8-+00
a
_
-
- - _ - - - -
- -- _�—
309+ 10+�0-� ,31 1 +0 ■ 12+0�=13- 00 3'I 4+00
-
315+00 300
- - - 1 �'
- LUU -
__ —� � � — —
317+00—�18+00 3+00 0+0 t �2 +00 +00 323++0 4+ 32 +00 326+00 327+00
t-_ _ ` -
� � �— .a _��1 +00 33�+ � '�3��3+/0 0 335+Q '--� ■, i3-+00
328+00 329+ ` / 3
-
337+00 338 +00 339+00
aw`p
�oN f.n c-
688\'pr
: / i'r-'_.. "i- /- / / 690
f- .- �.•... -- _ .•�
100
LO 152'
q
+
�r�
.' I . _ ►'
■` •�
'
.�
SADDLE CREEK CT 1 �,:. PARNELL PL 2 CONSTRUCTION ENTRANCE
CUT-OUT TYPICAL 3
I �
■
Q ■ j
CONTRACTOR TO RESTORE%,�
GRAVEL PATH IN �G,A
■
s'
CUT-OUT TYPICAL 3 t -KIND ;
Z : . j
�lrz
CONSTRUCTION ENTRANCES CUT-OUT TYPICAL 3 r�•A�
Z_
•
r
r' I 'r�L►�
D�
I v J R
I
D CONSTRUCTION ENTRANCE
N
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
770'
770'
EXISTING
GROUND
SURVEY
750'
-
750'
0
Ln
EXI
TING GROUN
LIDAR
Ln
N
SANI T
RY SEWER
Ln
w
Q
LEGEND
STA=
SO+11
C
r
LE.= 6
4.11
<
LINE 1 ILI
U
LINE 129 ILI
LINE
1 ILI
SANITARYSE
ER
U
LINE 129 ILI 700'
-
_
—
LINE 1 SURVEY
I.E.= 685.87
J
o
LINE 129 SURVEY
LL
LIMITS OF DISTURBANCE
O
�
ACCESS ROAD
o
N
0
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
w
0
WORKSPACE
o
U
N
650'
650'
z
0
N
0
0
63111 +50 312+00 313+00 314+00
315+00 316+00
317+00 318+00 319+00 320+00 321 +00 322+00 323+00 324+00 325+00 326+00 327+00
328+00 329+00 330+00 331 +00 332+00 333+00 334+00 335+00 335 50
9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)
16 OF 86
DWG SCALE NOTED
L 1 S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 014
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
� ENERGY Natural Gas
0111
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC&STD
NORTH CAROLI NA
PNG
—C-001-0001342
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

o
5184
5002
4767 D
4474
5809 5210
o
o
OWNERSHIP
KENMARE HOMEOWNERS
ASSOCIATION INC,
261'
m
STANDARD PACIFIC OF THE
CAROLINAS LLC,
647'
DAVIDSON EAST OWNERS
ASSOCIATION INC,
77'
DAVIDSON EAST OWNERS
ASSOCIATION INC,
1132'
GRUNDYS WAY DAVIDSON EAST OWNERS
ASSOCIATION INC,
63' 220'
0
z
z0
Q
�F
G G �O� �k. `�c. ������ `F `F �k�` �kQ
�
�F.
��
�������� ��'�'p�G�P�J� J�OOQO J�0 O�G�OQ�
o� G
�G1�C�1�G1�G�\Q �\G ��G
�x�4'�x�4'�x���X���X ���Xx���X�h�x�y�X���X���X �y�X�1X��vl Y, Y,
41�Xh
-
r
r
C4 co
•
= GROUT END CUT OUT 40
_ I
R
QUEENS TRAIL DRLLJI
N:624084.50
E:1468601.53 I O
a
:•
Uj
LLI
U) -
GROUT START CUT OUT 39
(n
CD
■
a
ACCESS ROAD TYPICAL 2
-
_
N: 624298.35
E:1468454.82 CONSTRUCTION a O
I
CUT OUT 37
N: 625559.86
�Z
�..
�. - _ ... _
;'`. CUT OUT 38
: 624739.17 I SCUT
. ,, ENTRANCES ?
Z
I
0
a
-OUT TYPICAL 1
■
o
,. � � > a
Q
� -
E: 1467573.92 -
''�,-
,:' -- EN1468148.89
CUT-OUT TYPICAL 3 a
WETLAND 2
Imo'
L
Jo
o
/
�, \ J} �i \ - .— --
-1
4 335+9• ■ 3'�+00 337+00
— -
338+00 339+00 34 +0
� 41 +0 342+00 343+00
- �+0 346+00
�i
347+,00
_ .m -I ..•�.. \ \ _-
\
348+00 349+00 3�+0'�� � ���-+-0�0� '
__-� — _ \\ \\ \\ \ \\ \� -- 1� �1 / 1b6 0.k-1R� b. I���:_
\ 1 1 1
— - -L -
- G — — /
���+0-0 G ��4+-0-0 � + 0 7 &=+0-� ��-9+ 0
60_+00
361 +00 362+00 363+00
J
Q
/�3�+©• , �G+�00 � _
70q 1p2 100 y90� y6 9A/ 0ti �s8s
6�i6 6 �_.6 m r
��\ m
. .
�+0+r�'
m "-"• o — b.— �ry N/ r o2g •130 �",132 ,h MN M�o� - ,`
o°j ..n �n 1��1 n n n / �` / / /
-
•!t-4
_
- :� -
—.ram —
.. / I ,�---- 9` `O . - { ._-...
N�
__
o
-
0
150' `
_ �� �/
/
153' _ , ,'� �` 150' 01
r + ■ :; :: f,
�fyr• 150'
-
.
a +
0
SUNNYHILL GROVE RD a
_
d)
R
. r .iLO
. - ACCESS ROAD TYPICAL 2 L ' ...
(
a
CUT-OUT TYPICAL 1
--
GROUTED CROSSING CUT-OUT TYPICAL 2 & 3
■ Q
I '�
I
(n
(n
IJ.I a
�� _
/
■ W
SHASTA DAISYCT
Z_
J I
I J
- ..
_
'
I
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
770'
770'
750'
-
750'
o
Ln
Ln
N
w
Q
LEGEND
EXISTING ROUND LIDAR
Cn
Q
LINE 1 ILI
LINE 129 ILI
LINE 170 ILI 700'
700'
LINE 1 SURVEY
J
LINE 129 SURVEY
LL
LIMITS OF DISTURBANCE
ACCESS ROAD
0
0
0
EXISTING GROUND SURVEY
GROUND SURVEY
EXISTING
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
Lv
0
WORKSPACE
�
650'
650'
0
zLINE
1 ILI
0
N
0
0
63335+50 336+00 337+00
338+00 339+00 340+00
341 +00 342+00 343+00 344+00
345+00 346+00
347+00
348+00 349+00 350+00 351 +00 352+00
353+00 354+00 355+00 356+00 357+00 358+00 359+00 359 50
9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *
TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)
17 OF 86
DWG SCALE NOTED
L 1 S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
�� Piedmont
DUKE 0111
�
ALIGNMENT SHEET 015
C
08/05/2022
p
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
DATE
INITIALS
MGR TECH
DRAWING NUMBER
REVISION
-
-
ENERGY Natural Gas
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REc&STD
NORTH CAROLI NA
PNG
-C-001-0001343
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONALENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

5210
5346
4448
4964
4444
OWNERSHIP
o
DAVIDSON EAST OWNERS
ASSOCIATION INC,
DUDONIS, RONALDL
34'
GODWIN, TWA YNE o
WHITE, HUGH ALLAN
MECKLENBURG COUNTY,
o
423'
673'
162'
1108'
0
z_
z
O
. [ �
Q-
f - ■ `�
7 -
O
WPrr
CUT OUT 42
9
W
_
-
_ -
CUT OUT 41 ACCESS ROAD TYPICAL 2 E
N:622423.53
E: 1469739.74
CUT-OUT TYPICAL 1
LLI
' LLI
=
■
ACCESS ROAD TYPICAL 2
co
0
N
Q ■-
Z I
N: 623244.67
E: 1469171.48 CONSTRUCTION ENTRANCE
-
ACCESS ROAD
TYPICAL 2
No Impact
- ' Z Temporary Bridge
o
o
WETLAND 2
WETLAND 3 WETLAND 4 - - � -
373+00
4 377+00
378+00 X _ .,
0 �-
Stream 6
z
o
�- /
1®' 372+00
p 368+OGO 369+00 �
--- -
_—
— _'• ` 3g2+
_ `
\ro
P��
i
, _
o �'-�
F ^° 60+0' 361 +00 362+00 ,
_
_
...
�` `� �- -- _ --
-
150' o �• ,� STREAM 5
- �` tv
r
Q
4i 0'�� \
0
' ' 0)
SCUT -OUT TYPICAL 2
40
' (+0
I
■
—
MID
AV CY)
i
�� � ■
(17 I
_
� o _
���
� �Q No Impact
' f0 Temporary Bridge WETLAND 5
W
LL1 Stream 5
Z_
,.
J I
_z
' J
.
2 ■
• 2
pop
R
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
820'
820'
800'
800'
0
Ln
N
EXISTING GROUND LIDAR
EXISTING GROUND SURVEY _
N
LEGEND
C
<
LINE 1 ILI
LINE 129 ILI
/ LINE 1 ILI
LINE 170 ILI 750'
750'
LINE 1 SURVEY
J
LINE 129 SURVEY
LL
LIMITS OF DISTURBANCE
O
ACCESS ROAD
o
o
N
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
w
0
WORKSPACE
o U
N
700'
—
700'
z
0
N
0
0
63559+50 360+00 361 +00 362+00
363+00 364+00
365+00 366+00 367+00 368+00 369+00 370+00 371 +00 372+00 373+00 374+00 375+00
376+00 377+00
378+00 379+00 380+00 381 +00 382+00
383+00 383 500 9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas,
N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 18 OF 86
DWG SCALE NOTED
L 1
S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 016
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
� ENERGY 0111 Natural Gas
DRAWING NUMBER
REVISION
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REc&STD
NORTH CAROLI NA
PNG -C-001-0001344
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

4444
4092 5808
4403
4203
5286
OWNERSHIP
o
MECKLENBURG COUNTY,
HELMS, ROSEMARY W o STATE HWY 73
HELMS, ROSEMARY W o
BRADFORD, HURD GRIER 1/1 o
HGB HOLDINGS LLC,
o
197'
529'
70'
897'
307'
400'
0
z
H
Z���
�k• ZO3�ZO��
k.��F.����
O��
00'X,
O°'OXO�x °'OXO�XO°'OXXO�X"��XO°'�X, O°'�X�°'XO
O°'�X01X °'OXOO�XOO�XO
aO,�xh
I
00
0 I
i
1 I 1
L
W
W
IIII
■
o
N
C ■
z
GROUT START CUT OUT 43
N:621507.04
E: 1470123.83 Q
-•
CUT OUT 45
■
Z
I
ae
i
r {
z
Q
o
0
o n
9+00 380+00
�-
_
■ ACCESS ROAD TYPICAL 2 _ _. 0 �O
- " AR G
=O�G
STREAM 6 O9
p0 W _ STREAM 5 p CONSTRUCTION ENTRANCES ��
- 3
-� ■ ��
y` ,. ,
\
\
CCESS ROAD TYPICAL 2
EN 1470988.54
163 o
- _
--
- �+
■
L
I�
41-1 0 1
410+00
4
p
_
0
- __
-
08+00is
�n
-__, 0
` •.
A s
�'
\
c 40
+ 0
� �� � ---_ -
�
---
�
o
LO
M
,6 J 145'
_
0 3
275 " ' f GROUT END CUT OUT 44
, I i E. 1470208.27
\ p
�
<' \ I i
X
40 3+0 -
+00 151
~co
-
■ CONTRACTOR TO USE TEMP
■ BRIDGE CROSSING (TYP).
�
r I I f
p 31
I � � �` \ � � -
,
' ' 00 �c�
4,60
t;
9
- •
�0��y
CUT-OUT TYPICAL1 PI
►;,e
■ Q
'
co SEE NOTE 1
WETLAND 5
_
x i '�,��-0- �� I
— �.' .:
+ -' _. ►
_
_.
LLJ ■
CUT-OUT TYPICAL 2
r. 175 __
39
+p0 I i
\^
■ Uj
■ Z
Jt
U
i QO 0
GROUTED CROSSING / , c 394+00
1
�� 3+0
l j'
/ i
i
=
v
IFENCE
F.
"- t ,^ • . ,-
r }
- 4:; * `
244,
LOCATION
\ \ COLONIAL
J \ \ L EASEMENT
CUT-OUT TYPICAL 3
\
SILT
FENCE SILT FENCE OUTLET
R -
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
820'
820'
800'800'
0
N
N
LEGEND
EXISTING GROUND SURVEY
Cn
J
LINE 1 ILI
LINE 129 ILI
EXISTING GROUND LIDAR
LINE 170 ILI 750'
750'
LINE 1 SURVEY
J
o
LINE 129 SURVEY
LINE 1 ILI
U_
LIMITS OF DISTURBANCE
�
_o
ACCESS ROAD
o
N o
EXISTING GROUND SURVEY
\
o
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
00,
Lv
ADDITIONAL TEMPORARY
0
0
WORKSPACE
0
N
700'700'
z
o
NOTE:
N
1. IF AIR BRIDGE IS REQUIRED TO PERFORM
CROSSING, ENGINEERED DESIGN BY
o
CONTRACTOR TO BE PROVIDED TO DUKE
FOR APPROVAL PRIOR TO INSTALLATION.
6383+50 384+00 385+00 386+00 387+00 388+00
389+00 390+00 391 +00 392+00 393+00 394+00 395+00
396+00 397+00 398+00 399+00 400+00
401 +00 402+00 403+00 404+00 405+00 406+00
407+00 407 500
9 Know what's below.
� C1II before you dig.
HDR Engineering Inc. of the Carolinas,
N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
L 1 S 1 TIDEWATER TO M O N RO E
SHEET(S) 19 OF 86
DWG SCALE NOTED
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 017
DWG DATE
01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
_
MGR TECH
� ENERGY 0111 Natural Gas
DRAWING NUMBER
REVISION
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REc&STD
NORTH CAROLI NA
PNG
-C-001-0001345
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
-
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

5286
69
4558
217
OWNERSHIP
o
HGB HOLDINGS LLC, m
BRAGG, PHILLIPSM m
BRAGG, PHILLIPS M
FAIRHAVENLLC,
o
79' r
13'
1796'
512'
0
z_
z
O
!1�• ��•
��` cL�c
��•
1$
cp
`. `.
V V
`.
V
o�Q ����p��������`pP
X X`LQ�XtiQ�x"�X�x�X� X`� X`�
,�Xti�,�x`� �,�Xa '
�Q1Xh
O
SEE DWG-PNG-C-001-0001308
I I 73614
I I
+ .i•
?+
O
LU
{ , v
W■ I Z i
/i h i I
CUT-OUT TYPICAL 1 c ^�' 8
CUT-OUT TYPICAL
l
■ W
o
CD
N
co
I / I
s
O
CUT OUT 46 CUT OUT 47
N:619726.15
�' CUT OUT 48
t
,. N:618630.66
\
Q�
O
-
Z i619429.91i
IE:
■ I I
N:
E: 1471362.65 E: 1471587.34
1472186.32
r�.; ,�
CUT-OUT TYPICAL 1 (
Q�\ �2
I z
■
o
�j ■ I�
STREAM 7
_
ACCESS ROAD TYPICAL 2
SILT FENCE .
■
J
J
c c ■ . - G
— 4 � 0 +0 406+00 407+ ■ 408+Oi0 � 4 � + 1 \ 44 0_—+0�
'_
--- 0 416+00
- 14+0 415+
__ 0 4
41 1 +0�_�+�0 413++_ _T�
8+00 420+00 421 +00 422+00 423+00 424+ +
41 419+00
� -�0�
_
- + ___4 _ + 2�G+0-0 42�+0® � -+V __ __ . .- —
4
1- 30+ 0®
t� — ��1-3-1
---
c -
--
---
---_-.
4 5+00—c
o
�/1
�\
/
— — —
t
_-- '=� �1
—r— _
4+0—GPI5-+-00 G-
— - _ _ - - - / i 1
—� - _ _ - -
O
' �1 - —
—L — — — — — \ , \ cn
��
— — — —
p0
_
- a
-
--
Afts--' ■
150 0
'
\: 150'
CONSTRUCTION ENTRANCE
In700
'` Q ■ EXISTING 16" MAINLINE
-VALVE
■ Q
TO BE REMOVED
I '
LINE 170 MLV
I
BY CONTRACTOR
Wf''
■ r
■ L LI
z ■
■ z
I
I J
2
Q
I
I Q
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
820'
820'
800'800'
0
Ln
L
N
w
N
LEGEND
0
LINE 1 ILI
LINE 129 ILI
LLI
LINE 170 ILI 750'-
750'
EXISTING
GROUND
SURVEY
LINE 1 SURVEY
J
LINE 129 SURVEY
IL
O
LIMITS OF DISTURBANCE
�
ACCESS ROAD
o
0
N 0
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
\
ADDITIONAL TEMPORARY
EXISTING
GROUND LIDAR
Lv
0
WORKSPACE
U�
700'700'
LINE 1 ILI
0
0
6407+50 408+00 409+00 410+00
411 +00 412+00 413+00 414+00 415+00 416+00
417+00 418+00 419+00 420+00 421 +00 422+00 423+00 424+00
425+00 426+00 427+00 428+00 429+00 430+00 431 +00
431 500
9 Know what's below.
� C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *
TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)
20 OF 86
DWG SCALE NOTED
L 1 S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 018
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
0111
� ENERGY Natural Gas
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC&STD
NORTH CAROLI NA
PNG
—C-001-0001346
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

217
4506
\ V V /� /f� V l E RS H I P
OWNERSHIP
fl
�
FAIRHAVEN LLC,
THE VILLAGES AT SKYBROOK NORTH
COMMUNITY ASSOCIATION INC,
2179'
22V
V
z
O
\�
(n
QvO G
. __
.
EXISTING ACCESS ROUTE #9
SEE DWG-PNG-C-001-0001308
- - -
N
O I
-
I O
W ■
■ W
U)
CD
■
- - ■
CUT OUT 50
Z
i
NEED TO BE OUT OF THIS \\
- -
N: 616974.19 CUT-OUT TYPICAL 1
\ �\\
o
o
��
(� ■
\\ ■ 150'
\,
0 50'
AREA BY SEPTEMBER 1ST `\ E: 1473304.42
ACCESS ROAD TYPICAL 2
_ -
r. `
CUT-OUT TYPICAL 2 ■ d
■
A - Q
\
ro
J
__ 4 ' --0� 30+-D'© ��1 +-D -
42�+� +�_—� i� ■ +-- -- + 0— T+ - -
�-
�+-0 4 �+00
v v '� - I 4-4� 0 -� 446-+-00—c 44-7_ �00 c�448+0-T�T44 �F-Q0 45-0+�00 451-+-0-0��`2+00 �453+vQ 454+00 v 455+-^ ■ 56+00
�7+-00 4�38+-D0 9-+-00 4D'-+-0�� 4-1- 00�4 2+��0 44 +-00 _444+Oq �i _�C ��. _ �_p
457+00 458+00 459+00
_
�
�,qs 2� --• 1
Too
\ _ _ yN
r
—__ _--.�".
♦
`_
�-----
\ _`` o 150' o
- ■ In
�\\ STREAM
O
I
'^
YJ
EXISTING LINE 170 �� \ ; , __\\ ��\ CUT OUT 51 _ I L0
■
1-�
-
- _�\\ \\ N:616142.34 ■
a ■ CUTOUT 49
CUT-OUT TYPICAL 3
_ BREAK PERIMETER CONTROLS X�X
�.` \ \+ \\ \\ �� ' E: 1473856.68 ■ Q
N: 617813.02
I
r
�..- `' ''TO ALLOW FOR ACCESS 1w`
�\ `
I
(n E: 1472769.28
WNW
x i \\ U)
W ■
\\ i i \ �� ■ W
m
`WETLAND 6 ��.
x
CONST.
AS -BUILT
METHOD
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
720'
720'
700'700'
0
L
EXISTING GROUND SURVEY
N
N
w
LEGEND
Cn
J
LINE 1 ILI
LINE 1 ILI
EXISTING GROUND LIDAR
LINE 129 ILI
LINE 170 ILI 650'
650'
LINE 1 SURVEY
J
O
LINE 129 SURVEY
LL
LIMITS OF DISTURBANCE
O
�
ACCESS ROAD
o
N
0
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
0
w
WORKSPACE
o
U
N
600'600'
z
0
N
0
0
54331 +50 432+00 433+00 434+00
435+00 436+00
437+00 438+00 439+00 440+00
441 +00 442+00 443+00 444+00 445+00 446+00 447+00 448+00 449+00
450+00 451 +00 452+00 453+00 454+00 455+00 455 500
9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)
21 OF 86
DWG SCALE NOTED
L 1
S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
Piedmont
�� DUKE 0111
�
ALIGNMENT SHEET 019
C
08/05/2022
p
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
DATE
INITIALS
MGR TECH
DRAWING NUMBER
REVISION
-
-
ENERGY Natural Gas
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REc&STD
NORTH CAROLI NA
PNG
-C-001-0001347
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
CHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

4506
5230 5807
3968
4551 5806 5028 68
\ A / A I E R C+ LJ I P
VV�V Jrl
OWNERSHIP
THE VILLAGES AT SKYBROOK NORTH
COMMUN/TYASSOC/ATION/NC,
1184'
THE VILLAGES AT SKYBROOK NORTH ^' HUNTERSVILLE COMMONS DR "
COMMUN/TYASSOC/ATION/NC,
89' 50'
1.
THE VILLAGES AT SKYBROOK NORTH
COMMUNITY ASSOCIATION INC,
151'
THE VILLAGES AT SKYBROOK NORTH ENGLISH LAUREL CT m THE VILLAGES AT SKYBROOK NORTH : HOSKINS ROAD PROPERTY2 LLC,
COMMUNITYASSOCIAT/ONINC, COMMUNITYASSOCIAT/ON INC,
31 V 52' 156' 407'
z
O
%�� Q�� R�� �1���� �,����� 0�� h��k ��� �Iv �o�` G �Q
Cf)�
`G�� �� �� �e P� �� �e �� ��Q ��Q ��Q �5�`5�`56 6 s �� ��PPQ T- �0
`� � -�P�21�G1`'G`X�G��G����
X�; ���F'
\
O I \ I O
W ■ v ■ W
W I KINDER MORGAN CROSSING: LINE I = 9 _
- 1 PIPING TO BE REMOVED WITHIN
■ W / WETLAND 7
■ KINDER MORGAN EASEMENT.
r ;'~ /
■
N REFERENCE FOREIGN UTILITY ` 0 T
- STREAM 8 ■
648
ZPIPE REMOVAL DETAIL.
\ GROUTED CROSSING t
GROUT START CUT OUT 52 6
Q
o ■ _ N:615037.53 ■ (� _ ,�
> ■ ACCESS ROAD TYPICAL 2 GROUTED CROSSING \ CUT-OUT TYPICAL 1 ■ R
> E: 1474580.05 6
o +e WATERBARF-
�
:53+ 54+00 - -+ 00
_
455+0 ■ 456+00 = = t + \ 169 4�7�.+ +D -
-��— 457+00 458+00 z - -- - - 144'+'0.0
459+00 +
\� 460+00 461 „- = .... --- - - 476+0:fi�7 -
0 i 4 d51„-00-
+00+00� 463+00 464+00
`\ \ \_ �--N_p = _ _ - _ = -
- _ - _ --- 465+ 2
�;�� ■ - 467+0
�� LO I ACCESS ROAD
■ �� TYPICAL 2
\\\ �` .'w: �,.. CUT-OUT
Q ■
�; TYPICAL 1
\
CUT-OUT TYPICAL 1 GROUT END \ CONSTRUCTION ENTRANCES I I
COMPOSITE MATTING
I + W .-
■ ■ W
\\� • z ■ CONSTRUCTION ENTRANCES GROUT START �/� `� ■ Z/��
CUT OUT 53 0
x I J
///p-
\/N:614619.11
T
�Q�� 1
i ■ E.1474899.87 / \\ `�■ /
/ / / I ► GO _
•r""7F'-:•:`
I I I I 5� - - - - \��C//�_/ 1 ``��� \ \ 636 7.
I x CONSTRUCTION ENTRANCE
`\ SILT FENCE
SEE SHEET PNG-C-001-0001253
FOR
- - TEMPORARY WORKSPACE E&S PLAN ,� �� �. \�N , SILT FENCE OUTLET• �Y
WE 8
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
720'
720'
700'700'
Ln
EXISTING GROUND SURVEY
InEXISTING
GROUND LIDAR
N
N
LEGEND
SA NITARY SEWER
U
STA= 473+62
Q
LINE 1 ILI
LE.= 645.92
LINE 129 ILI
LINE: 1 ILI
z
>
LINE 170 ILI 650'650'
LINE 1 SURVEY
w
J
LINE 129 SURVEY
LL
LIMITS OF DISTURBANCE
ACCESS ROAD
0
N 0
EXISTING GROUND SURVEY
0
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
o <
WORKSPACE
o
cn
600'600'
z
0
N
Ch
0
z
0
5455+50 456+00 457+00 458+00 459+00 460+00 461 +00 462+00 463+00 464+00 465+00 466+00 467+00 468+00 469+00 470+00 471 +00 472+00 473+00 474+00 475+00 476+00 477+00 478+00 479+00 479+50 g Know what's Below.
� Call before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 22 OF 86
DWG SCALE NOTED
L 1 S 1 TIDEWATER TO M O N RO E
A
01 /18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
ENGINEER
�� DUKE M� Piedmont
ALIGNMENT SHEET 020
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
0232984
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90 /o REVIEW
JAM
BM
PS
PROJECT NUMBER
MGR TECH
� ENERGY. Natural Gas
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC &STD
NORTH CARO L I NA
PNG -C-001-0001348
E
DATE
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
INITIALS
PRINCIPAL
PROFESSIONAL ENGIARCH STAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

68
5805 3971 4740 4976 5240
4846 4166
4104
4457 5366 4105 5804 4295 4606 4508 4410 4745 5473
o
5803 m
4409
4927
OWNERSHIP
o
HOSKINS ROAD PROPERTY2 LLC, m
HUNTERSVILLE-CONCORD RD o PARKSIDEAT SKYBROOKNORTH = PAWAR, SHAILESH MONDZAK, DENNIS R PARKER, CHARLES J
COMMUNITYASSOCIATION INC, 97' 87'
77'
o WOULLARD, JASON J o CBPIC NC OWNER I LLC, o
70' 70'
SCHLEE, SCOTT D
m SFR INVESTMENTS V o CROSS, JUSTIN H o PASTAKIA, JAYSON GRASSYCREEKDR o MITCHELL, LAVONNE
m BORROWER i LLC, 0 51' 25'
NOONAN, PAUL MYLES, ABRAHAM TOBIAS LLOYD, JOHN H MUNK,, KENNETH D MCALEXANDER, DAVID G
g3' 85 4' 95'
SKYPARK DR
S0'
GEDNEY, H KEVIN
PARKSIDE AT SKYBROOK NORTH,
COMMUNITYASSOC INC
o
o
29'
106' 334'
70'
70' 70' 79'
99'
191•
378'
O
Of�
�1A
'A'
�J���J� ��`<c k. �F�O 4J�0 ���
`�k���
k k, O��t�� 5� 4� k. F, k O-,,
��G���G��FQ`������������0 K; G
C��O�P�
�k'-t ' v
c�Q�
����� ���P��PO 0 0 0 ���G�AIZ4< �P�
JGO�G��C'J��PGGO
0 �P�O 0 k��GK; FQ`
�� �� �' ��'�PG�' J� J�SQ�GJ� J��P`GO�GO �0F'
��C� �F��OP
���C,J�O
XO�x�XX��� X�� �� Xco� co� Xco�
����
��\X��X\x��
1x
D°5�X�1
__ �� _ •�
�
�p '
\,•
-_ ,i mow,
N
!
N
G
IRON DR
I
O
■ Gp
_
F
MillLONG
W ■ �,�
UCONSTRUCTION ,.-
I-
-
- GROUT START CUT OUT 55
` �
■ W
W
'� CUT-OUT TYPICAL 3
■ ENTRANCE �J
.: �
N: 613238.03
E: 1475987.91
GROUT END CUT OUT 56
GROUTED CROSSING N: 612483.87
■
■
_ _
_
a
O 1 ! GROUT END CUT OUT 54
`k
i
_ -�
E: 1476505.99
Q
z / g6 6'$ N: 613941.953
I
CONSTRUCTION ENTRANCE
=
I
rrnn \ �o E: 1475438.73
/
N
SILT FENCE
I ACCESS ROAD TYPICAL 2
z
o
- ._ 64z
_
�1+ 00 487+00
488+ 00
48 +00 -
4 ,'+�0 4
�9+_ss,_
O n
- a -
- _J �W480+-4�3+ 0 40`0" ` 485; 00 40
®0
658 a,--�
��
500/+ _—---0-
-,r 00
h
_
5 03+00
=
— 4`7�.+ -_
o '` `
—60_ r AgV
6 c��- —+'/�
�, �, f,
■ 04+00
—
--O
505+ 0 506+00
476+0�:`47 _'`©.0\`� ``_ /' / //�� {
\
��-� ` `- �_ —
--/, `
i
507 +00
_ / _
�, 648' WETLAND
7
,
145' GROUTED CROSSING
--
645
LO
Lp
--- -- _
_
- 4 SILT FENCE~
m
O
s
3 \
8 sr
O -ANEW j
• � �-
SEE DWG PNG-M-001-0001385 FROM
\ %ENTRANCE
CUT-OUT TYPICAL 3 �
-i
�
1,
CONSTRUCTION
CUT-OUT TYPICAL 1
�
p
PROJECT NO. 0232986 FOR METROLINA
44
�
� Z
aLo
,612-_.GREENHOUSES RS DETAILS.
k
-•
iN
Q
GROUTED CROSSING
`\`� `
.rA-
A
GRASSY CREEK DR
■
gSSyC
.,� I
_Z
J R
R
L
-
`. �. ■ i1638'
WETLAND 28 ����'
-
_ rn
a 2
W
CONTRACTOR SHALL USE COMPOSITE
I n
MATTING FOR ALL EQUIPMENT. NO GRADING
v
GRASSY CREEK DR
SHALL TAKE PLACE WITHIN TCE.
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
720'
720'
700'700'
0
Ln
Ln
N
EXISTING GROUND SURVEY
w
N
LEGEND
EXISTING GROUND
LIDAR
Cn
NI TARY SEWER
LINE 1 ILI
A= 47.29
0
LINE 129 ILI
SANITARYSE
ER
_
1.
.= 637.29
LINE 170 ILI 650'
STA= 48
+01
-
650'
=
5
/
— LINE 1 SURVEY
J
LINE 129 SURVEY
LINE 1 ILI
ILL
LIMITS OF DISTURBANCE
O
�
ACCESS ROAD
o
N 0
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
Lv
0
WORKSPACE
o U
N
600'
-
600'
z
0
N
0
z
0
54779+50 480+00 481 +00 482+00 483+00 484+00
485+00 486+00 487+00
488+00
489+00 490+00 491 +00 492+00 493+00 494+00 495+00
496+00 497+00 498+00 499+00 500+00 501 +00 502+00
503+00 503 500
Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)
23 OF 86
DWG SCALE NOTED
L 1 S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
�� DUKE 0111 Piedmont
�
ALIGNMENT SHEET 021
C
08/05/2022
p REVIEW
ISSUED FOR 90%
JAM
BM
PS
PROJECT NUMBER
0232984
DATE
INITIALS
MGR TECH
DRAWING NUMBER
REVISION
-
-
ENERGY Natural Gas
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC&STD
NORTH CAROLI NA
PNG
—C-001-0001349
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

OWNERSHIP
0
z_
z
O
H
H
U)
0
0
N
0
0
Z
Q
0
n
J
0
Q 6
4927 4458 609 5802
PARKSIDE AT SKYBROOK NORTH, o HENSLEY, DWAYNENELSON HENSLEY GLENNATMRS o HARRIS RD o
COMMUNITYASSOC INC
750' 1465' 138' 47'
h� �1
4 T x411
w ■ r,
1�
= CUT OUT 57
(n ■ N:611760.01
tr O ■ E:1476956.37
Z I
V ■
507+00
r r _ __ ---� - _-_ -_ 505+00—
506+00
-- 504+00 _
50 +
s
NC FLOOD ZONE =MMOMMER
3 ••
M ■ -
0 I ACCESS ROAD TYPICAL 2
L ■
� I
W ■
Z ■
2 ■
U ■
Q -
5 9
CUT-OUT TYPICAL 2
STREAM 10
511 1400
51 00 513
TRIBUTARY TO CLARKE CREEK 3
... M 7�
WETLAND 8
GROUTED CROSSING ■
10
CUT-OUT TYPICAL 3 U)
CLARKE CREEK ■
— ROCK CHECK DAM ■ 0
0 515+00 516+00
517+00 518+00 519+00
CONST.
METHOD AS -BUILT
MATERIAL NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP 800 PSIG
0
Ln
L
N
L
w
N Q
Cn
0
z
w
w
J_
LL
O
0
0
N 0
0
Lv
0 J
o U
U
z
0
N
0
0
LEGEND
LINE 1 ILI
LINE 129 ILI
LINE 170 ILI
LINE 1 SURVEY
LINE 129 SURVEY
LIMITS OF DISTURBANCE
ACCESS ROAD
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
ADDITIONAL TEMPORARY
WORKSPACE
F&W
r[81811
M- 71811
[:Y8I811
e ,
520+00 521 +00 52 . +00 _
j` 523+00 5 4+00 // i % - — 5,61 +00
5
525+00 5 6 5 -00 ����
151' ■ +
- GROUT START CUT OUT 59
N:610184.56 SILT
FENCE ..✓ ■
E:1477748.28 ■ Q
-• _ I U
SEE DWG PNG-M-001-0001387 ■
FROM PROJECT NO. 0232986 — — _ _ _■ W�
FOR HARRIS RD RS DETAILS. I —
R -j
- I �
I L
i
i
i
EXISTING GROUND SURVEY
LI
TING GROUND
15" RC
= 640.E
1. E
E 1 ILI
021111
rifle]
M- 7181
[:Y8I81
156'
— 670 —
5503+50 504+00 505+00 506+00 507+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00 515+00 516+00 517+00 518+00 519+00 520+00 521+00 522+00 523+00 524+00 525+00 526+00 527+00 527+500 9 11 wh is b@IQW
a
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
-
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
-
-
a PROFESSIONAL ENG/ARCHSTAMP
U
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
�� DUKE Piedmont
4 ENERGY Natural Gas
COPYRIGHT 2018
L 1 S 1 TIDEWATER TO M O N RO E
ALIGNMENT SHEET 022
NORTH CARO L I NA
INDIAN TRAIL AND CHARLOTTE, NC
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
-
INITIALS
-
REGIONAL
ENGINEER
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
150700
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
DATE
_
INITIALS
_
MGR TECH
REc & STD
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
DATE
INITIALS
PRINCIPAL
ENGINEER
CHECKER INITIALS
-
' ow a
Call before you dig.
REF. DWG(S) PNG-G-001-0001265
SHEET(S) 24 OF 86 DWG SCALE NOTED
DWG DATE 01/18/2022 SUPERSEDED
DRAWING NUMBER REVISION
PNG-C-001-0001350 E
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

5802
609
748
870
649 761
\ /� /f� I E O G� LJ I P
OWNERSHIP
V V V RJfl
HARRIS RD _
12'
HENSLEY GLENNA T MRS
605'
HENSLEYGLENNA T MRS o
108'
BROWN MICHAEL D
222'
HILL MITCHELL C o WINDING WALK OWNERS ASSOC INCH
765' 88'
0
z
O
22
O��O -
ozk� �P��PQQ
'\
�PO����� �gO��O��`� G G
411
h1 h1 h�1 hL h�1 hL h�� 41
ir
Awl
AS
- /
- _- EXISTING LINE 170 _ _ NO
r Ir
/ W - _ ■ W
co CUT-OUT TYPICAL 1 - CUT OUT 62 ■ T'
■
..�' f —� O ■ N: 608194.55 O r
z CUTOUT 61 E: 1479020.97 / Z
I
0
_
N: 608975.30 STREAM 14
% � GROUT END CUT OUT 60 NC FLOOD ZONE •
E: 1478497.46 _ NC FLOOD ZONE ■ (>�
N: 609880.81 WETLAND 9 Doke Energy TransrolslnnFnwerR/w •
0 524— — _iZ— / i ' ■� E: 1477892.42 1����./ •\
e NOT FIELD Iw,dt /34' Q
68' total width / 34' ea h side of center
T i 52i '<<� �� ��� �- \ ACCESS ROAD TYPICAL 2iF
i
o
Q
�_ � �-5264!0 - .. - - - _ i - W
--
- S2 -- - _ -
- �55+
�' -� �` +�010 �5' - - Oi _ 31 +00 532+00 533+00 �34+00 535+00 ` 53�� 537+00 53 + ,* 39+00 54 +00 54 +00 542+00 543 ' 00 544+00 545'+ • 46+00 547+00 4 + 0 54�+00 , 550+0 551 +00 ■ 52+Q0554+�0
620
.622
626-
640642
o
121 630 ■ /1
- —
156' - �� - 150' - 64q o /
`�
—o ° + . STREAM ILo
s�� - I
'tea �
. -a _;,6. L0
\ CUT-OUT TYPI ACCESS ROAD TYPICAL ■ �r ���'
COMPOST FILTER SOCK CAL 2 AL 2 a w W
Q
CUT-OUT TYPICAL 1 . - NoreerergrTr
—f- s ACCESS ROAD #11 CONSTRUCTION ENTRNCE TEMPORARY BRIDGE o�,wdt�1Eo Powe
oo, FE/o/o ansmisslon ~ a
EXISTING STREAM 12
I
R
CROSSING °°=ahsd w
— W . 1 eot�eoter . W
g
-- z��
J
No Impact _
Temporary Bridge - y
_ ■ 'boy Stream 12 '
ti
I
i
y
—670—e l
1 7
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
720'
720'
700'
-
-
700'
0
Ln
Ln
N
w
N
LEGEND
0
LINE 1 ILI
LINE 129 ILI
\
LINE 170 ILI 650'
\ EXISTING GROUND SURVEY
�- LINE 1 SURVEY
�
J
LINE 129 SURVEY
LL
O
LIMITS OF DISTURBANCE
o
ACCESS ROAD
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
N 0
EXISTING GROUND LIDAR
\
f
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
Lv
0
WORKSPACE
o U
600'
LINE 1 ILI
600'
0
z
0
N
0
z
0
5527+50 528+00 529+00 530+00 531 +00 532+00 533+00 534+00 535+00 536+00 537+00 538+00 539+00 540+00 541 +00 542+00 543+00 544+00 545+00 546+00 547+00 548+00 549+00 550+00 551 +00 551 500 9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 25 OF 86
DWG SCALE NOTED
L 1 S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 023
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
� ENERGY Natural Gas
0111
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC&STD
NORTH CAROLI NA
PNG —C-001-0001351
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

o
761
5801 931
1975
1364
o
OWNERSHIP
WINDING
WALKOWNERS ASSOC INC
1066'
SUTRO FOREST DR NW WINDING WALK OWNERS ASSOC INC
59' 422'
ALLEN MILLS HOMEOWNERS
ASSOCIATION INC
422'
ALLEN MILLS HOMEOWNERS
ASSOCIATION INC
431'
0
O
J�
0
�4,'K 'K���O
�4���O�
k
�
-Ch ,��`
�X
�X �x tiX �X� �Xti �Xti �X� tiX �x tiX �x �X tiX tiX tiX �X �X tiX tiX tiX �X
�X hX
<,'�
co
Ill
y
r-.
N
O I
.
.
z r
m
m
N
I O
W ■
W
r�
-
6 ■ W
..t W
o
�
O
'
CUT OUT65z
_7
i
'�
, �,
"
r
.. GROUT END CUT OUT 64
N: 606143.63
E: 1480529.68 I
-
0
.
1 ° keE egyT.aTsmissi° `°Wefw" j ■ -
r 8 "°101S, ° ^TE° / > ■ ACCESS ROAD TYPICAL 2 68 total width /"' each side of center
� R
:� .
4
N:606969.23
i ' GROUTED CROSSING _ E: 1479892.52 NC FLOOD ZONE
_ `\
■ Q
■
�•.
,.
z
Q
0
Q I
/
W
�� a
CUT-OUT TYPICAL
1 SILT FENCE T\ AL\
WETLAND 10 I
WCUT-OUT -
/
'
J
J
__
4 + 0 �` = -L
,� 550+00 — -
5 49 +00— _ -=1= - _ -
�626 62—�,,, ��1--U ■ 552+i-0-
- _,
�.�`
SILT FENCE
r
—
75+00 ■ 76+fl0
57"2- G e'`-5-7 3+ O — 57 0 _ ■
5�7+0__ 00 579-+-0==~
o
(n
— —_ -- 626. /
630 -0-t
■
-_ —
5 +-�_— _ +00* - ---_ - _ _ - - - - .+, 1 3+ �/ 40 5�- 56670.067+60
-5�8+00
-��-- --- �l-_ '`_pry �:��
_/�
5`8+�
- /
— --
9T LD
LID
LO
�,flLID
t
■ r
< ■
��
-
CONSTRUCTION ENTRANCES
■
NC FLOOD ZONE CUT-OUT TYPICAL 2 ■
Po
wa '°°eatisa of
7
GROUT START CUT OUT 63
\
V/
CLARKE CREEK
■
■
N: 607278.06
W
■ Z
E:1479652.63
J
C) ■
-
SUTRO FOREST DR NW
7.
- - - -'
wz
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
720'
720'
700'700'
0
Ln
L
N
i
�
N
w
LEGEND
C
EXISTING GROUND SURVEY
LINE 1 ILI
LINE 129 ILI
/
LINE 170 ILI 650'
650'
LINE 1 SURVEY
J
LINE 129 SURVEY
SANITAR
-SEWER
ILLLIMITS
OF DISTURBANCE
ST
= 562+48
0-
ACCESS ROAD
I.
.= 630.49
EXISTING GROUND LIDAR
0-o
0
N
0
EXISTING GROUND SURVEY
/
-
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
-
w
0 0
WORKSPACE
0
0
0
600'-
600'
Q
o
0
N
LINE 1 ILI
0
0
55551 +50 552+00 553+00 554+00 555+00 556+00
557+00 558+00 559+00 560+00
561 +00 562+00 563+00 564+00 565+00 566+00 567+00
568+00 569+00 570+00 571 +00 572+00 573+00 574+00 575+00 575 500
9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)
26 OF 86
DWG SCALE NOTED
L 1 S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 024
DWG DATE 01/18/2022
SUPERSEDED —
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
0111
� ENERGY Natural Gas
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC&STD
NORTH CAROLI NA
PNG
-C-001-0001352
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

1364
1143
1142
OWNERSHIP
o
ALLEN MILLS HOMEOWNERS
ALLEN MILLS HOMEOWNERS
SOIL AND WATER CONSERVATION
ASSOCIATION INC
ASSOCIATION INC
324'
967'
1109'
V
z_
z
O
} N IO
2
U)
■
CD O ■
0
CD V ■
0/-5
t ■ 4.
I�--f
- -- 0�7—5�3+�0 5`� +ZOO i 5�5+0�' i �76+•00 5�7+0'0• 5�8+
UO \
O ■
�• \ \ + ■
o LO I
..— YJ r
W�
Z_'
J
GARAMONT PKW_Y NW
11
SnEE DW /
G PNG-C-001-0001309
i
ACCESS ROAD TYPICAL 1 '
ITEMPORARY.1 I ��
ACCESS ROAD #12
r 66
7.30
E: 1481067.27
Y
STREAM15 }
0 f84 ;0'D. 585r+©�0 86+00-—5�7-+00-8�+-0089+00,'—590+Of
CD
LO �.
134'
NC FLOOD ZONE L.
LAW
CUT-OUT TYPICAL 2 WETLAND 11
i
CONST.
METHOD AS -BUILT
MATERIAL NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP 800 PSIG
0
Ln
L
N
L
w
N Q
Cn
U
w
w
J_
LL
O
o
0
N o
0
Lv
o J
0 <
U
z
O
N
z
0
0
LEGEND
LINE 1 ILI
LINE 129 ILI
LINE 170 ILI
LINE 1 SURVEY
LINE 129 SURVEY
LIMITS OF DISTURBANCE
ACCESS ROAD
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
ADDITIONAL TEMPORARY
WORKSPACE
F&W
r[81811
M- 71811
[:Y8I811
jhNC FLOOD ZONE
—5973=+0.9— 594 +•0-0 5195+49- —59.6 �0
WETLAND 12
I O
N
O
■ W
/ IW
/^) V
■
/ 0
Iz�r�
■
J I IJ
597+00 598+00 599+00 00+00
■ +
I�
�a
IF_
U)
■W
Z_
IJ
�U
IF_
Q
—
GROUND
SURVEY
—
EXISTING GROUND LIDAR
EXISTING
LINE 1 ILI
021111
rifle]
M- 71i1
[:Y8I81
601 +00 602+00 603+00
55775+50 576+00 577+00 578+00 579+00 580+00 581+00 582+00 583+00 584+00 585+00 586+00 587+00 588+00 589+00 590+00 591+00 592+00 593+00 594+00 595+00 596+00 597+00 598+00 599+00 599+500 9 Kn wh is b@IQW
a
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
-
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
-
-
a PROFESSIONAL ENG/ARCHSTAMP
61
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
�� DUKE 0111N°�5
4 ENERGY
COPYRIGHT 2018
L 1 S 1 TIDEWATER TO M O N RO E
ALIGNMENT SHEET 025
NORTH CARO L I NA
INDIAN TRAIL AND CHARLOTTE, NC
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
-
INITIALS
-
REGIONAL
ENGINEER
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
DATE
_
INITIALS
_
MGR TECH
REc & STD
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
DATE
INITIALS
PRINCIPAL
ENGINEER
CHECKER INITIALS
-
' ow a
Call before you dig.
REF. DWG(S) PNG-G-001-0001265
SHEET(S) 27 OF 86 DWG SCALE NOTED
DWG DATE 01/18/2022 SUPERSEDED
DRAWING NUMBER REVISION
PNG-C-001-0001353 E
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

OWNERSHIP
o
1142
SOIL AND WATER CONSERVATION
547'
8
2003
CITYOF CONCORD
895'
2052
CABARRUS COUNTY
958'
o
0
z_
z
O
Q
U)
f
N
p I
GROUT
START CUT OUT 67
N: 603111.70
� � i N
I p
� t
F' a
E: 1482883.23
1� LLI ■
■ W
CD
W IUj
(n a
NC FLOOD ZONE
1
GROUTED CROSSING
40
=
Q
x
Z
t
614+00 �
1J50_�'
-- ACCESS ROAD TYPICAL 2 I z
0
o
C� ■
_ —
610+00 61 1 +00
61+0 _ 613+Q0 0
bps —
00 617+00
_
607+00 608+00
i609+0
-+00624
�+ ._.. —
■
z
Q
_
_ —
— 604+00
603+00
605+00 606+00
- —
_ _
135
o
_= -- z __ �—
Z 20+00 - -
- --- --21 +00
w
Q
_661+00602+00
— — 598+00_ 5 99+0 ■
597
�0 +00
_
- —�- — —
-_ .-
0
-�r, ......
_-...�_ _ _ _ _
622+00 623+00 � W
24+0 _
� 625+00 626+00
�64a
0- —�
�—
WETLAND 12
r
6
6
GROUT END CUT OUT 68
0_ _- �._.. _
■
CUT-OUT TYPICAL 2
o
p I
LO
:� E: 1483151.35 .. 1i
CUT-OUT TYPICAL 1
I N "
p
■
CONSTRUCTION ENTRANCES
■
■
. l 630
W •
•
• LU
•
J
-
_1
I
I
_
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
720'
720'
700'700'
0
Ln
L
N
N
w
LEGEND
Cn
LINE 1 ILI
LINE 129 ILI
LINE 170 ILI 650'
650'
LINE 1 SURVEY
J
LINE 129 SURVEY
0
LIMITS OF DISTURBANCE
EXISTING GROUND SURVEY
ACCESS ROAD
�
o
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
-
Lv
0
WORKSPACE
—
0
0
0
600'600'
z
o
LINE 1 ILI
0
0
5599+50 600+00 601 +00
602+00 603+00 604+00
605+00 606+00 607+00 608+00
609+00 610+00 611 +00
612+00 613+00 614+00 615+00
616+00 617+00 618+00 619+00 620+00 621 +00
622+00 623+00 623 500 9 Know what's below.
� �
C1II before you dig.
HDR Engineering Inc. of the Carolinas,
N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *
TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 28 OF 86
DWG SCALE
NOTED
L 1 S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 026
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
0111
� ENERGY Natural Gas
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC&STD
NORTH CAROLI NA
PNG —C-001-0001354
E
DATE
INITIALS
E
I
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

OWNERSHIP
2052 1410 1053 1174 5800 1058 1169
CABARRUS COUNTY SNODGRASS KENNETH R CANIPE DONNA ELMORE TARLETON PLACE LLC o SHRADER ST NW o TARLETON PLACE LLC o HOOKS BEVERLY D
382' 65' 190' 1 693' 70' 252' 748'
0
Z
Z
O
U)
P�G�
P<O<Zp< C0��G�
mdow.
SEE DWG PNG-C-001-0001309
lj�
41�
OC'PGPO�k.
O�OJ�
G� ��0G�
�� P�GJ�G �O cP�IV, 01 01 lz�'�P�GO��k��C��C�
a
� w
w
* W, �\
Ct7 00
■ O
uJ ■ ACCESS ROAD #13 ■ ~
_ ■ LLI �T- LIJ
GROUT START CUT OUT 69 12 __ � r "; � � _ - .
= N: 601763.72 ■ �.� R ..... _
CONSTRUCTION ENTRANCE, C�XtijjL ,-II I
� ■ � E: 1483640.46 .■ _ 7. � -- - --- L R� -. ■
o r O i
�GROUT END CUT OUT 70 4 i MAINTAIN EXISTING
0 GROUTED CROSSING N: 600892.79'.: A I
o d ■ ACCESS ROAD 5 E: 1484112.06 o ■
z - \ 165' - _
— — 74
— _
8
6'
620+00 621 +00 622+00 623+■ 624+00 625+00 626+00 62�+0'0 62 -+�0 629+00 �+0 31 +00 632+00 6� + 6_4+ 6�5 00'� 636+00 `7+(�� 68+00J� 639+0�, 40,+00 641 +00 642+00 643+00 644+00 645+00 646+00 647+00 ` =� \�
.. __.. �___� —�- i • * * ' �� 626 \ 0 626 �ti —LOD �� `O�ry— �tio — 0
Lr1 \ �,
T + ■ 6 a; 144' L0 150' ►L.
o !■ N 630 k). TROTTING ClR NW - y ; NC FLw CLARKE CREEK ...�...�...�...�.
�.
C4 I ''fie: OOD ZONE . I (9
■ rR ^� CUT-OUT TYPICAL 1 .o CUT-OUT TYPICAL 3 1 •
CONSTRUCTION ENTRANCES c
ACCESS ROAD TYPICAL 2 # 4 22 I ~
z ■ Q ■,"' Z
7 � J
w 4 r , ■ ■' /
t a
CONST.
METHOD AS -BUILT
MATERIAL NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP 800 PSIG
0
Ln
L
N
L
w
N Q
Cn
0
w
w o
J
LL
O
o
0
N o
0
Lv
o J
o U
z
0
N
0
0
LEGEND
LINE 1 ILI
LINE 129 ILI
LINE 170 ILI
LINE 1 SURVEY
LINE 129 SURVEY
LIMITS OF DISTURBANCE
ACCESS ROAD
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
ADDITIONAL TEMPORARY
WORKSPACE
F&W
r[81811
M- 71811
[:Y8I811
XISTI G GROUND LIDAR 24"RC SA ITARYSEWER
STA= 636+81 STA= 637+14
I. E. = 627.40 7. E. = 622.55
LINE 1 ILI
-
TING GROUNE
SURVEY
_
!
EXI
INW81
rifle]
M- 7181
[:Y8I81
5623+50 624+00 625+00 626+00 627+00 628+00 629+00 630+00 631+00 632+00 633+00 634+00 635+00 636+00 637+00 638+00 639+00 640+00 641+00 642+00 643+00 644+00 645+00 646+00 647+00 647+500 9 11 wh is b@IQW
a
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
-
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
-
-
a PROFESSIONAL ENG/ARCHSTAMP
U
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
�� DUKE 0111N°�5
4 ENERGY
COPYRIGHT 2018
L 1 S 1 TIDEWATER TO M O N RO E
ALIGNMENT SHEET 027
NORTH CARO L I NA
INDIAN TRAIL AND CHARLOTTE, NC
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
-
INITIALS
-
REGIONAL
ENGINEER
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
DATE
_
INITIALS
_
MGR TECH
REc & STD
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
DATE
INITIALS
PRINCIPAL
ENGINEER
CHECKER INITIALS
-
' ow a
Call before you dig.
REF. DWG(S) PNG-G-001-0001265
SHEET(S) 29 OF 86 DWG SCALE NOTED
DWG DATE 01/18/2022 SUPERSEDED
DRAWING NUMBER REVISION
PNG-C-001-0001355 E
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

1169
1479
5799
5798
1480
585
486
242
250
288
411
505
1426
249
1460
OWNERSHIP
o
HOOKS BEVERLYD m
CHRISTENBURY MASTER
ASSOCIATION INC
COX MILL RD o
ROCKYSPRING CTNW
CHRISTENBURY MASTER
ASSOC INC
132'
KABEYA KA TULUSHI BUADI m
CHRISTENBURY MASTER _
ASSOC INC
SHANKAR JAY m
53'
UPPUTURIBRAHMAIAH
52'
SHAH SYED USMAN
S3'
KANTAMNENIPATTABHI
53'
SARSANSRIDHAR&
o
54'
LEO RICHARD m
^y SULLIVAN JOHN LENNON o
PIEDMONTNATURAL GAS
o
65'
143'
127'
314'
56'
181'
14'
158'
745'
GQ'
O
O
Z
O
~
k. J�
G� QO ��P O ������ k. c,�� ��� uO�c' �00 O O 0 0 G<cGkGkG�O O��P�O 0 0 ���V� GG4% �S�P G���
��� F. kk�F.Gp��c�k.Gp�O� SGJ�G PPGJ�
�P� �pPJ�� P��pPJ��J� ���P� �� J�OG���P�G�� J� J� P�PGJ� J�J�OF'Gp�Gp� \���P�
4hx�
h
A.
•T
— •
-. � . - -
:fir- I— ■ _
- - W ■ I GROUT START CUT OUT 71 GROUTED CROSSING s ;1 ,�► , ■ W
= �1
N: 599978.60 T
g _ E: 1484628.39 .i , :.
GROUT END CUT OUT 72
:. N:598634.51
o NC FLOOD ZONE
e '"- RR FE DR GROUTED CROSSING
-- __0 NC FLOOD ZONE g✓�WCLIF - E: 1485492.73
z
z
o ■ COX GROUTED CROSSING
0 R ■ M�// R� '� '+ ., - STREAM 17, I�c
\ '' CUT-OUT TYPICAL 2 � za
•
Q
_ _ ssa - _ ti 1 , / ji 6�ti 6Z6 yZa
\ I`
o 644+00 -- —1LJ s96
4 -
46+ _ 4
6 4 7 0 ! ��� � � + 4�©�0 �I +��C� ��0�0- —65�3 + 0 0— �-6- � �� 5 5'+•0�0 » � 0 D/ 7� 0 �- — 6 5�8� 9-+-0.0 6.0-+-0 © ' 1��b•OT ®' 6-6 � 6 4rt� � 6-� 0 � 6 6 �6 �1�-0-® 2 +�_
w - + ■ � ,�� , ��6.5 � -5 — � �6 —6 . • _ —6 QO/ / . , � � � 6-+" = �, r--C-6.� +-0-9-1�6-6��r+.0�0 ��6-6�J--I�0-0'�67-0�-0.0 —
IJ
o w 1 -- .� ,yr-o-�`1 �— _ ► `\ 1 1�. o� 1 t' `�1 '/ / /� �_`� `t -- - - \ ; --- _ q
■ �a-, p�hJ:178'���� 'i...w+.w
�� ���+ ■
�... !
r Ab I
lYY
■ CONSTRUCTION ENTRANCE 6� l , I. \ i �1i i I i /(i i i r� I ;y I ■
\
_ ■ 50 \ R-
Q ■ y. ACCESS ROAD #14 i i i I ' 1 r ` ;y ■ Ho
I CUT-OUT TYPICALS 2 & 3 >�' r.
IPA-
Uj CLARKE CREEK •. r k 1 I \` �4 ■
Z ■ � \ . , } 'r. + � � ` 1 1 6� t j 1 111 I I �:,, P � ■
i ACCESS ROAD TYPICAL 1
/_, ■ �`CONSTRU-TIC N ENTRANCE 1 -_- i(i / i i i i I I `..� I ■ I= '
•
IL yy, I'
a , �. EXISTING VALVE
CONTRACTOR TO INSTALL
�., GATE IN FENCE F
j
SEE DWG PNG-C-001-0001309
AS -BUILT
CONST.
METHOD
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
720'
720'
700'
700'
0
Ln
Ln
0
w
N
LEGEND
Cn
EXISTING GROUND LIDAR
<
LINE 1 ILI
U
LINE 129 ILI
LINE 170 ILI 650'
650'
— LINE 1 SURVEY
XISTIN
GROUND
SU
VEY
J
0
LINE 129 SURVEY
LL
O
LIMITS OF DISTURBANCE
�
o
ACCESS ROAD
N 0
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
LINE
1 ILI
WORKSPACE AND ACCESS
/
Lv
ADDITIONAL TEMPORARY
0
0
WORKSPACE
SANI TARP S
WER
0
600'
600'
z
1. E. =
20.24
0
N
0
0 =
SANI TAR
STA= 650+
0
1. E. = 583.60
5647+50 648+00 649+00 650+00 651 +00 652+00 653+00 654+00 655+00 656+00 657+00 658+00 659+00 660+00 661 +00 662+00 663+00 664+00 665+00 666+00 667+00 668+00 669+00 670+00 671 +00 671 500 Know what's below.
� C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
L 1 S 1 TIDEWATER TO M O N RO E
SHEET(S) 30 OF 86
DWG SCALE NOTED
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
ti:)DUKE ����
ALIGNMENT SHEET 028C
DWG DATE 01/18/2022
SUPERSEDED —
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
08/05/2022
p
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
DATE
INITIALS
MGR TECH
DRAWING NUMBER
REVISION
-
-
ENERGYRGY Natural GasPiedmont
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REc&STD
NORTH CAROLI NA
PNG -C-001-0001356
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
CHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

1460 5797 595
615
595
OWNERSHIP
o
PIEDMONT NATURAL GAS DERITA RD WMCI CHARLOTTE XI11 LLC
m
MOREAU DANNY E
WMCI CHARLOTTE XIII LLC
161' 134'
805'
129'
1171'
V
z_
O
Q
4
�R "0P,\����'
�����
�P
0
bp # ; .+
IMP 71,
� ,
e, -
co
4�
I
\ l .�
f
.f. j
I O,-
-
'
'
(n;
s
3 i �`
13
- CUT OUT 74
■
W
I '�
U� rr
o
N
-
GROUTED CROSSING
. I• +
— ` a
N: 596994.25 5
rl E: 1486587.40 HYDRANDEA CIR NW •
' ri
■
■ O i
Z I
L
,.
I Z
END GROUT CUT OUT 73
r@
o
N:597811.81 r�r
ACCESS ROAD TYPICAL 2
E: 1486035.14 ``
;
' r
■
■_ '
Q
d
00
% _
_ . ■ - -
_
- - - 671�-0 r6/�2_+a
- -- � ►I �6 4+©0 I 67"+�,� �7r +-f�;8— �7-+-00� 8+00- 6-7�9+00 ' B1� 0 682+0--k6--3�+00 4+0$0 T,+00
690+00 1+ 69�+ 94+00 6951+00
W p
- ■ ! �- III �I
9 ,+00 +00 +0 699. 00
_
_ -8.0-+-CEO
i i o
,�, _� +Ob--
.. -�
■
630
150'
nt
'?3
h I
I
-0 THUNDER RD NW �
CUT-OUT TYPICAL 1 '
-�
TIMBER MATTING
� 1
0)
L0
r �� ■
fro
�
-.5---
CUT-OUT TYPICAL
�' CONSTRUCTION ENTRANCE
-
■ aC,r,;;
■
y,Lj
VA
W
- ■
ONE WAY TRAFFIC
Af -moil
I I
IN
_ ■
1
�,
S� 1
■ -
rk
. . . . . . . . .....
Ems
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
720'
720'
700'
700'
0
Ln
L
N
w
N
LEGEND
Cn
LINE 1 ILI
LINE 129 ILI
LINE 170 ILI 650'
650'
J
o
V
LINE 1 SURVEY
LINE 129 SURVEY
EXISTING GROUND LIDAR
EXISTING GROUND SURVEY
�
O
LIMITS OF DISTURBANCE
_
ACCESS ROAD
N
EXISTING GROUND SURVEY
l
EXISTING GROUND LIDAR
\
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
0
WORKSPACE
LINE 1 ILI
o U
�
600'
600'
z
0
N
0
0
56771 +50 672+00 673+00 674+00 675+00 676+00 677+00 678+00 679+00 680+00
681 +00 682+00 683+00 684+00 685+00 686+00 687+00 688+00
689+00 690+00 691 +00 692+00 693+00 694+00 695+00
695 500 9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas,
N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *
TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
L 1 S 1 TIDEWATER TO M O N RO E
SHEET(S) 31 OF 86
DWG SCALE NOTED
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 029
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
� ENERGY 0111 Natural Gas
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REc&STD
NORTH CAROLI NA
PNG -C-001-0001357
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONALENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

595
327
465
354
481
1446
341
314 330
5796
OWNERSHIP
WMCI CHARLOTTE XM LLC
85'
WMCI CHARLOTTE XIV LLC
998'
0
INLAND SOUTHEAST KINGS GRANT o
444'
NLAND WESTERN CONCORD
219'
CHICK-FIL-A lNC A GA CORP
40'
FAMLEE INVESTMENT COMPANY
331'
NLAND SOUTHEAST KINGS GRANT
27'
NLAND SOUTHEAST KINGS GRANT m INLAND SOUTHEAST KINGS GRANT Y
199, 48'
CONCORD MILLS BLVD
09,
z0pG�p��'
O
AO P�A�g, G Q�O�O��G ��k,
GJ3 (J�O��O ��������������� J�p����OP��k.
O��G��� ��� O �SG \�O �O �p
J�p����P�G GJ�QP��`p��C, J�0 J�0 J�0 J�QP�Q�GJ�O J�O��c�GJ�O 10
P�� Pam` Pam` Pam` ` 0 �O �O �O\�O �O S�P� �p6�
���`��
Xp14�X1Q�X1Q�x1Q�X1o�X1o�X1Q�Xc1�xlQ�xc�1
�P�
��hX1��X1��X<O
X1Q�X1Q�X1�QX1�QX1�QX1�QX1�x XX1 X1�QXI�QX�L
X1��X1��X1��X1��X��1X1 X11 x1��X1��X1��X1��x1��x1��X1�X1��X1��X1��X1��X1��XaD
1o�X1Q�X1o�X1Q�X1L
1Q�X14�xy1
1�yX1��X1��X1�x1�x1��X1�X1��X1�
Ilk
.,
Np
.-
; �...
■ its A
�
�'� �i
~ a , �`
W
1 and
-
�� ,;;Y #
GROUT
or.LLI
START CUT OUT 78 °' >~ p►
N: 594416.76
i
E: 1488343.46
CDa
N
■ yr
MEW a
..
CUT OUT 75
"
Er.'
CUT OUT 76
N:595488.96
E: 1487621.18 T NC
R�
"
FLOOD ZONE
% r- r _ ♦ �03
't ♦ x,
R
I x
N: 595985.47
f ONE WAY TRFIC
._ .. ,AF
Xk.
c
a gr '' ♦ G,�
o
■
E: 1487269.48
J
w
I W a
4+r00 695+0 6 0 --6�7 00
690 69 TF■ Q
l s 70 +00
+ C 900 700+00 o
1_1 I I -I- �S +,0 0 +6(T- �06+0
�,, °'
���-
707700 — 708+-i76- 70'9+ 0 710 0 1 +U0
i
713+00 15 0 '6+ 0 7 •': 0 ++ 718�+00 �719 OQ�� \\
�? +®. T/ +00 723+00 7
+00 72�2.
_
�1
CAL
__� __
150'
r •� �\«i - --� i
fit. 97 a � '�
-�
pR Ln a b 150'
SKY ■
- -
SILT FENCE
�)
'
e +
♦ �� C�
0
BLUE _ `r'
TYPICAL CUT-OUT 3
l
TYPICAL CUT-OUT 3- s ♦ ��x s
/
s�
_ Q0 SILT FENCE _ONE WAY TRAFFIC
a
TYPICAL CUT-OUT 3
` rr
r=
!
u
(H� .9-
/r
'�
��
�,
, -i. T\ ■
�_�
;
it ♦:
LU
�+ _
or ler 440
r. P it
t�
ONE
WAY TRAFFIC
!
OP
,t
.. �,.. Z
, ..%
art
- -
-
e
_
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
720'
720'
700'
700'
0
Ln
L
N
w
N
LEGEND
Cn
LINE 1 ILI
0
LINE 129 ILI
LINE 170 ILI 650'
3
"CMP
650'
STA= 09+68
— LINE 1 SURVEY
J
0
LINE 129 SURVEY
1.E= 21.68
—
LL
O
LIMITS OF DISTURBANCE
o
ACCESS ROAD
0
N 0
EXISTING GROUND SURVEY
�
EXISTING GROUND LIDAR
EXISTING
GROUND SUR
EY
/
WORKSPACE AND ACCESS
/
ADDITIONAL TEMPORARY
—
o
0 0
WORKSPACE
1
EXISTING GROUND LIDAR /
0
600'
600'
z
o
N
0
0
5695+50 696+00 697+00
698+00 699+00 700+00 701 +00 702+00
703+00 704+00 705+00 706+00
707+00 708+00 709+00 710+00 711 +00 712+00
713+00 714+00 715+00 716+00 717+00 718+00 719+00 719 500 9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas,
N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
L 1 S 1 TIDEWATER TO M O N RO E
SHEET(S) 32 OF 86
DWG SCALE NOTED
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 030
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
� ENERGY. Natural Gas
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REc&STD
NORTH CAROLI NA
PNG -C-001-0001358
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONALENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

5796 5795
OWNERSHIP o CONCORD MILLS BLVD 1-85
222' 1045'
0
Z
Z
sc,��
477 571 5794 1423 1428 5793 365
TRICOR CONCORD LLC NC LTD CO o BERMUDA COMPANY/A NV CORP FIREBALL ROBERTS RD NW NATIONAL RETAIL PROPERTIES LP r SPEEDWAY DEVELOPMENT LLC WEDDINGTON RD r MARKETPLACE AT CONCORD MILLS LLC 2
293' 184' 91' 185' 171' 70' 139'
63
�
�� �P0 0 G� G� �� G� 0 0 G� G� G� C��P �` C3 C,�
�cOJ�0
\\Qx��
MI1'N BLvp1,0
-
rz o co i
CD
qr
CD
1 4
T
o 15+00 _ 1-6+ •0 7 +.00 +00 _�71 1 �^ C
724+00 725+00 726_+-0.0 727+00
J ` _ --_ � =%S+�' 7 �1•+-00 7 0 �+�00� — �+00 729+-0�0- = 730�00
Q
°NCOR
v� ♦ '0� C 0
Wyk
x<G#46
30
Rp MIL.
, � �/ Elk ..
01
.�
40
rr - �.
�.
for
/ a t NNW
=ow NL
o
AAJ
w
r. 5IR
/. cn m
s 73 i cr0 y' 0�•8+, q� t
KD
. ►16
13U, -b X
r ; SILT FENCE i`
CUT-OUT TYPICAL 3 5p ; • • �,�
N •
734+00 / • • �0CP
SSE
_ GROUT END CUT OUT 80 Q G
N:592569.36 `` • ��}
E: 1489720.18 . • • • �4
• ® 3 \' 00,
NC FLOOD ZONE WIN�\ � _G 7
"0
S,
748.7.r'
74
�► � '• i W
e
-�
:n Ow
mk
apt
}r _ If tt - 0 L r
.'► +. ` �,' .. 'ice - � `^Y •� ■.
CONST.
METHOD AS -BUILT
MATERIAL NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP 800 PSIG
0
Ln
L
N
w
N
LEGEND
Cn
LINE 1 ILI
U
LINE 129 ILI
LINE 170 ILI
— LINE 1 SURVEY
0
LINE 129 SURVEY
J
LL
LIMITS OF DISTURBANCE
O
�
ACCESS ROAD
o
0
EXISTING GROUND SURVEY
N o
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
Lv
o
WORKSPACE
o U
z
0
N
0
0
F&W
r[1111111
M- 71811
[:Y8I811
EXISTING C
LINE 1 ILI
SANITARY SEWER
STA= 739+73
LE.= 617.42
24 " RCP
STA= 739+
/•E.= 615.98
I TARY SEWS
STA= 741 +7
l.E. - 617.4
EXISTING
GROUND
LI
AR
_
ROUND SURVEY
3
8" RCP
742+01
615.96
STA=
l.E.
021111
M- 7181
[:Y8I81
a
5719+50 720+00 721 +00
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
722+00 723+00 724+00
725+00 726+00 727+00 728+00
729+00 730+00 731 +00
732+00 733+00 734+00 735+00
736+00 737+00 738+00 739+00 740+00 741 +00 742+00 743+00 743 500
9 Know what's below.
� Call before you dig.
_
-
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REF. DWG(S)
PNG-G-001-0001265
-
a PROFESSIONAL ENG/ARCHSTAMP
U
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
�� DUKE �J�Piedmont
ENERGY. Natural Gas
tt��
COPYRIGHT 2018
L 1 S 1 TIDEWATER TO M O N RO E
ALIGNMENT SHEET 031
NORTH CAROLI NA
INDIAN TRAIL AND CHARLOTTE, NC
SHEET(S) 33 OF 86
DWG SCALE NOTED
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
-
INITIALS
REGIONAL
ENGINEER
DWG DATE 0111812022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
C
08/05/2022
p
ISSUED FOR 90 /o REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
DATE
-
INITIALS
MGR TECH
REC &STD
DRAWING NUMBER
PNG -C-001-0001359
REVISION
E
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
DATE
INITIALS
PRINCIPAL
ENGINEER
CHECKER INITIALS
-
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

o
365
5792
=
483 =
368
579
320
500
o
418
o
OWNERSHIP
-
MARKETPLACE AT
CONCORD MILLS LLC
64'
LYLES LN NW
80'
HIGHLAND PARK LLC A NC LLC _
224'
PATRICK STUART LLC A NC LLC
250'
PATRICK STUART LLC A NC LLC
208'
GWR CAROLINAS PROPERTY m
OWNER LLC
674'
WEST CABARRUS CHURCH INC
-
380'
WEST CABARRUS CHURCH INC
520'
-
0
z
00
H
t`�
�k���t� QQOz)
�4� �G p�0 �G O��k, �4
���O�O� G J�� P�O�� A�`5
J�QpP��� J�Q�Q
y����� �����
���o�`�� ��P`�G�� yQ� �����P`1���J
1 s 4N 1 s 1b,X 1�px 1�pX 1apX;�pX 1�pX 1apX 1�VX 11p 1'px 1��X� 1��X 41�1 4'�, 4'Z1 4'Z1 1�1x� X 0X0 1h�X 1X X X
4 ru+ \
11 \
AL .16
co
+4.t co
_ 1• �� � i►�• / IIII� I1/
T _ I llll 1/
it,
0
f 1
' SN ♦♦ ► ,fill , 11
/ �Y► 1 i 1 I CUT OUT 83
o
1
��aX� � k� G- ♦♦ �'+ \ i � li � i I I i � N: 590315.44
I E: 1490569.53 WETLAND 13 ` 6�
Q
o
O. Qvv ♦ r ' , I ► \ , 1 Z
\ I 1
CONSTRUCTION ENTRANCE , \ - • 6
t ��
Qr`3 ,, 4 .. \ `\ / \ \ \ \bbm�\� ACCESS ROAD TYPICAL 2
P ® �� �. 00 74.7+00 748+00� < ; I' �, _-75�+00-- ` \ \ _ D��� o •
G♦♦ _IF ��� +00 754+00 00
o
F =4. , ,+ � r".. I ,--- I� 756�- + i
��'� ` "� �" -\ ► . \ f \ \ E �I 763+0`0— 764+ ` cfl
.�G�'♦ _ ` -
-
/♦ CUT-OUT TYPICAL 3-�\ \. \ �..... \ �_ 1_- _ 1-I ► •l — _ _ -_ _ - - ` ► I I I .,� •
CN t—�_qow 150' "� 1 v — v •
SILT FENCE FM +, ; ► 1 \ �39
e -^ � � W ACCESS ROAD TYPICAL
CUT OUT 81
N: 592230.21 a CUT-OUT TYPICAL 1 �!` �!W'--- - -r ' �+ 50' \
v - E: 1489715.50 r ACCESS ROAD TYPICAL 11 2
~ + CUT OUT 82 �' CONSTRUCTION ENTRANCE �� \
4 EXISTING ACCESS ROAD #17
N: 591318.87 IL
,. �!► ->� f F- m ' E 14 90112.08 I •
CCESS
_ ROAD #18 \ \ •
�� A EXISTING
I
`i� / --=[
tL_ —\
�' 'v oz ----�—I
//
b
•rF{ SEE DWG PNG-C-001-0001310 I \
R
\
''MAINTAIN EXISTING
�� c
F�• ✓ �. ,, ��—�i ACCESS ROAD
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
720'
720'
700'
700'
0
N
EXISTINGGROUND
LID
AR
EXISTING GROUND SURVEY
w
N
LEGEND
l
Cn
<
LINE 1 ILI
LINE 129 ILI
NITARYSEWER
S
LINE 170 ILI 650'
S
A= 744+34
650'
— LINE 1 SURVEY
1. .=
626.44
J
o
LINE 129 SURVEY
li
LIMITS OF DISTURBANCE
ACCESS ROAD
�
o
N o
EXISTING GROUND SURVEY
1
EXISTING GROUND LIDAR
INE 1 ILI
\
WORKSPACE AND ACCESS
18" RCP
0
ADDITIONAL TEMPORARY
WORKSPACE
STA= 7
l.E.= 62
4+g3
.48
0 0
N
600'
600'
z
0
N
0
0
5643+50 744+00 745+00 746+00 747+00 748+00 749+00 750+00 751 +00 752+00 753+00 754+00 755+00 756+00 757+00 758+00 759+00 760+00 761 +00 762+00 763+00 764+00 765+00 766+00 767+00 767 500 9 Know what's below.
� C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
L 1 S 1 TIDEWATER TO M O N RO E
SHEET(S) 34 OF 86
DWG SCALE NOTED
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 032
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
� ENERGY 0111 Natural Gas
DRAWING NUMBER
REVISION
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REc&STD
NORTH CAROLI NA
PNG -C-001-0001360
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

418
587
5791 396
OWNERSHIP
o
WEST CABARRUS CHURCH WC
760'
o
HSREI LLC A NC LLC
1084'
STOWE LN HSREI LLC A NC LLC
62' 494'
o
V
z_
z
OQ
GQp-
GGG�J�
p-��
J�OP����
P�G��
J��OPQOP� J�� J�� �G�G�� %oOGG�� �0`G'
F.
O�G�OG�P�� �G� OPQ
P,`G;
X��S
X�� A111 a�1�_�G��� �<�����k. ��
`� 1�h 1�44'1�4'1�4' o1b�O 1�1
10,``
r
f. :� p `
*
ACCESS ROAD TYPICAL 1 ` -- ,
r r ry f��
r IF
-
O
W ■
W
�- ,• '
'
,y
GROUT START CUT OUT 84 � i
- O
EXISTING ACCESS ROAD #19 ■ ~
■ -
� - -_ 15
2 I
N: 589305.99
�
.�- _ =era. _
U)
■
E: 1491395.78
a
��
GROUT END CUT OUT 85
■
o
O ■
_ _.
_ N: 588332.57
E:1492206.90
■ O
I Z
o
o
V ■
>
> ■
*
- -
GROUTED CROSSING GROUTED CROSSING • ,;° � { �\ �- -.s9s� �
HELICOPTER PAD s \ o
(J
�
Q
I I
oo
�-- -
W
/ ,
Lij
J
64 766+00 ! 767+0 ■ 7 � 00-7�6-+-00
7- 1 +Q0=772+00 773+00 774+00 775+00 776+00 777+: :__� 7 +--a�0_~ �'7`7-9 780+-. _-- 81 +� 7 ' z+ 0�� + 0
784+00 85+ � 7 + 0 r+00 %89+00�— +0 ��' +� 0
LO
9 ' -00 7�J3�-00� 4+00 795+�
�•.w
+ ■.
STREAM
17 �` -
�` \CONSTRUCTION
2 \ e
Lo
■ +
\bsOs2—�—��
150' _ ENTRANCE _
\
N
I
_ __- = ��
6�6 -- -�•a, � PAPA JOE HENDRICK BLVD
_ CUT-OUT TYPICAL 1 �
0)`�
I
—__
WETLAND 13
sy26q<
CUT-OUT TYPICAL 2
\
v, I
U)
-
\ \
W .�, .. ..
_
f�
' * �
: W
s
Z
Z
Lie
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
720'
720'
700'700'
o
Ln
L
N
EXISTING GROUND LIDAR
w
N J
Q
LEGEND00,
_
EXISTING GROUND SURVEY
<
LINE 1 ILI
LINE 129 ILI
LINE 170 ILI
650'
-
650'
LINE 1 SURVEY
24"RCP
LINE 1 IL
J
LINE 129 SURVEY
STA= 781+84
ILL
LIMITS OF DISTURBANCE
1.E= 654.91
O
ACCESS ROAD
�
o
0
N
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
---
Lv
o
WORKSPACE
o U
U�
600'-
600'
z
0
N
0
0
5767+50 768+00 769+00 770+00
771 +00 772+00
773+00 774+00
775+00 776+00 777+00 778+00 779+00 780+00 781 +00 782+00 783+00
784+00 785+00 786+00 787+00 788+00 789+00 790+00 791 +00 791
500
9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)
35 OF 86
DWG SCALE NOTED
L 1 S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30%
REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 033
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90%
REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
� ENERGY 0111 Natural Gas
DRAWING NUMBER
REVISION
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REc&STD
NORTH CAROLI NA
PNG
-C-001-0001361
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID
REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

396
292
290
5790 4984
OWNERSHIP
o
HSREI LLCA NC LLC
HSREI LLC o
TED LITTLES MHP LLC
MOREHEAD RD o CHRISTENBURYFAMIL Y LLC,
m m
o
m
247'
210'
1359'
55' 529'
V
z
Q
�4
2 2
��V
�OQ����OQQ������t�`�Gk.
P`G�
O� O
X1� �J
10X`o
OOOx��X1000�X00�X��X40�XOO�OxY,
O�hX`o
a
,. • • -
M .. w
M1492852.74
CUT OUT 86 -
N-
587584 12
co
i- ■
L11
L-W
ACCESS ROAD TYPICAL 2
CUT-OUT TYPICAL �' � �
-9iL�y�N
r
• �
_
STREAM 19,
L11
Y=
POND 1
8
S
-
■,
r _AM
-
00• Q
00'0 0, J�
8��
O�� �-
Q�
STIR 18
STRE
I
■
7 ■'._
' -
.. r
r
—�-g6
-
+Uli
99+00 0 __698 �6
798+0�� - - - _ _
00 r
797 \
150' TEMPORARY ACCESS ROAD #20
Y
GROUT START CUT OUT 87 i
N: 586836 37
E: 1493141.75
MMM
'�_ .
Z
•
0�
g /
Z
Q
LL
o n
0
w
_�i—
Q
V fl—�`94+10
' _ _ — --
69q.`
-
CUT-OUT TYPICAL 3:1
_
W
�'
—
J
�` r.7
EPHEMERAL CONVEYANCE
s�
71
�
� �� ��— � �
f 0)
ACCESS ROAD TYPICAL 2
:� ACCESS ROAD TYPICAL 1
-
-
=��j� /
\ 1-4-0 Si112:��`CID
767, o ems
�
t �'
'� =:� • ' , '� •� _ �. �,''�. w = CONSTRUCTION ENTRANCE 6g°
` W
L11 ■
t Z ■
,.�
�. } 'R. `••a. r-,ti. *i�� r.' - i GROUTED
CROSSING -
• 2
F
r �.
�+^?• _, '. CONSTRUCTION ENTRANCE CUT-OUT TYPICAL 3
Z
r
_+ +
*
r, r
•.. . '� ; - , Orr �'
• -
GROUT END C UT OUT 88
i
N: 586651.03
f R
,
'■" r -
• _ .. .• sue,
�Q� _
�� E: 1493169.62
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
720'
I
720'
EXISTING GROUND LIDAR
EXISTING GROUND SURVEY
700'
/
700'
o
Ln
L
N
\
15" RC
w
STA= 809+7
Ln
LEGEND
LINE 1 ILI
1. E. = 693.2
Cn
<
LINE 1 ILI
LINE 129 ILI
LINE 170 ILI 650'
-
650'
LINE 1 SURVEY
J
o
LINE 129 SURVEY
LL
O
LIMITS OF DISTURBANCE
�
o
ACCESS ROAD
o -
N o
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
Lv
ADDITIONAL TEMPORARY
o
o
WORKSPACE
U
N
600'
600'
z
0
N
0
0
5791 +50 792+00
793+00 794+00 795+00 796+00
797+00 798+00 799+00 800+00 801 +00 802+00 803+00 804+00 805+00 806+00 807+00
808+00 809+00 810+00 811 +00 812+00 813+00 814+00
815+00 815 500
9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)
36 OF 86
DWG SCALE NOTED
L 1 S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 034
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
� ENERGY Natural Gas
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC&STD
NORTH CAROLI NA
PNG
—C-001-0001362
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

4984 4753
5789 4370
OWNEROWNERSHIP
SHIP V fl
o CHRISTENBURY FAMIL Y LLC, o SMITH FLOYD OFFICE PARK LLC,
m m m
US HWY29 CHRISTENBURY FAMIL Y LLC,
m
o
m
1455' 120'
120' 705'
n r
z
�
O
Q
�O�k 4, k, �0���5�0� k� cQ `G� <c
4<-
�
x; K;FkPO �� �� ���P O� O O� �P� k, �P� Q�
F���OPOO�G��G�Q�Qa�J�
X%
CONSTRUCTION ENTRANCE
\
�\ACCESS ROAD #21"
-
- - -�_ - EXISTING ''
GROUTED CROSSING
GROUT START CUT O
N: 585336.02 CONSTRUCTION ENTRANCE
E: 1494593.07 O
A
GROUT END CUT OUT 91
ft F- ■ _, - - - EXISTING 16" MAINLINE VALVE TO N: 585090.12 � �I-
■
LL1 ■ - CUTOUT 89 BE REMOVED BY CONTRACTOR E: 1494773.08
L11 I � N:585945.87 LLI
' _
7- E: 1493917.18 _ 6g��,_i -
oa` �, HWY 29 RS SEE DWG
0)
o_
CESS ROAD G M 001 0001389 FROM ■
-- AC PN - - -
g
- •. 8+ TYPICALPROJECTO. 0232986
Z 82 82 00
4t .. ,' ire*: ., �� r 7+00 LO C�i
- c _ - STREAM 20
_ _ J.. -= 00 � —1f
Ix 826+0� _ 8�3
--- 825+ �
_' - N
4+00 - -�'? 83 _
� ■ 82 � - -- - � � � 0 -
z
o
o
_ II
� s - - - � __ -
STREAM 19 __ 0 _� -- --- _ - I�'
■ STREAM 18 ©0 ®�1•���� _ - - - -- _ 152' / � �`. �` �+ \ �\ .� 8,35 - 3
-c -- 822- n 1 -70,- I
.. --. ;.
�+ 6q0 6 —sue _ _--eya- — \�\_ =+QO
0 8 8 0 W_ X S 8°
+ ® 0+00— g9 1ps-7 2 • -=-==�1a :..— , A fi 8 -70__ �-00
19ilm
` 149
Iy816 _� ..It—
�17�+ II .i i ��(
Et CUT-OUT TYPICAL
ACCESS ROAD TYPICAL 2 - _ _ - - \
Op' 813+� $14+�-- — 64 �0j +00
3 CUT-OUT TYPICAL 3 COMPOST �,. N� 842+_
1 i-x+AOy� 150' -s-
����
�O - FILTER SOCK _ _ ��0 843
- � - -
s
Lb 0 8
+ ■ _��'� CUT-OUT TYPICAL 2 -' � 164' ■ _—
_ - —
sa8
-0
�s9 LO I TEMPORARY BRIDGE CROSSING CUT-OUT TYPICAL 1 � -•- �
o
00 CID -
■ ■
Q ■ rn ■ Q
N
I j CUT OUT 92 '
N: 584589.32 ■
LJJ ■ No Impact E: 1495135.75 W
■ y ■
Temporary Brid Z
J I► Stream 20
■ ■ 2
I
L
aim-
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
720'
720'
700'
EXISTING GROUND SURVEY
700'
0
Ln
Ln
N
EXISTING GROUND LIDAR
LINE 1 ILI
N
LEGEND
—
C—
__1
LINE 1 ILI
0
LINE 129 ILI
LINE 170 ILI 650'
650'
LINE 1 SURVEY
J
LINE 129 SURVEY
ILL
O
LIMITS OF DISTURBANCE
�
ACCESS ROAD
o
N o
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
ADDITIONAL TEMPORARY
Lv
o
WORKSPACE
o U
N
600'600'
z
0
N
0
0
5815+50 816+00 817+00 818+00 819+00 820+00 821 +00 822+00 823+00 824+00 825+00 826+00 827+00 828+00 829+00 830+00 831 +00 832+00 833+00 834+00 835+00 836+00 837+00 838+00 839+00 839 500 9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 37 OF 86
DWG SCALE NOTED
L 1 S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE iedmont
ALIGNMENT SHEET 035C
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECTNUMBER
0232984
-
-
MGR TECH
�DRAWING
ENERGY r6livatural Gas
NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC&STD
NORTH CAROLI NA
PNG —C-001-0001363
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

4370
4463
618
550
461
OWNERSHIP
o
m
CHRISTENSURY FAMIL Y LLC, $
m
SPEEDWAY-HUDSPETH LLC,
m
SPEEDWAY-HUDSPETH LLC
m
m
AHS 71 LLC A NCLLC
CHARLOTTE MOTOR SPEEDWAY LLC o
m m
54'
466'
816'
325'
653'
0
z
!�A'
R-1
41
cn
�k,
h��bkp`L�
��
V,
I
SEE DWG PNG-C-001-0001310
- SEE DWG PNG-C-001-0001310
i
� � � ' 1 ACCESS ROAD i -Y
\ Co I }-` TYPICAL 1 I
O
ACCESS ■ LLI
W ■ \ ROAD #23 r
16 ACCESS ROAD #22 EXISTING
112: _ � \ f •EXISTING � CUT OUT 94
v U)
*HWY T OUT. 4
■ 29 IRS SEE DWG ■
o
N:
Q ■ PNG-M-001-0001389 FROM \ CUT OUT 93 = E: 1496569.31
+. Z I PROJECT NO. 0232986 MAINTAIN EXISTING Z
i
o
N: 583462.84 —
\ . I� ACCESS ROAD \ E: 1495973.31 CUT-OUT TYPICAL 1 CUT-OUT TYPICAL 1
STREAM 20 �'� � ~• ■
�� ■ >
- hG \ z - ACCESS ROAD TYPICAL 2
171' .. �t
J
o
w
Q
— -- - __ -_— - ' 4 o _ W 'y _
836+00 8 00 838+009t0 — +0 _+00 55+0-� 856+00 �5_7+00 858+00 859+00 860+00 861 +00 ' 862+00 emu_+�® ■ 64+00 865+00 866+00 86�
_ ? 84 �+08 41 +00+00+—� $44+0 e 45f©0,'�1846+00 847+00 848+00 849+00 850+00 851 +00 852+00 ��.
�Q \\ O I
�6J9.` o� 2_nic
(n
'
c
654 r-
0-
vJ t,16UA; �► 65J..� 7� ��r A��� 150' ■ �_� ._ i
I
Co ACCESS ROAD -� EPHEMERAL 00 TYPICAL 2 STREA00
M 21 - . �: L�
■ ---• - - • CONVEYANCE - ■
Wes "a r_ -*!4 ` _ - \ ■ W
\\
z ■ +� ■
•rye
No Impact _ Z
Temporary Bridge = I _' I -ail_
Stream 20 ■ \ ■
■ ` ■
4• oa
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
720'
720'
700'
700'
0
EXISTING GROUND SURVEY
L
—
N
w
N
LEGEND
�
C
J
U
�
LINE 1 ILI
LINE 129 ILI
EXISTING GROUND LIDAR
LINE 170 ILI 650'
J `
650'
LINE 1 SURVEY
�—
w
J
LINE 129 SURVEY
O
LIMITS OF DISTURBANCE
—
_o
ACCESS ROAD
—
N 0
EXISTING GROUND SURVEY
LINE I ILA
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
Lv
ADDITIONAL TEMPORARY
0
0
WORKSPACE
0
U�
600'
600'
z
0
0
0
5839+50 840+00 841 +00 842+00 843+00 844+00 845+00 846+00 847+00 848+00 849+00 850+00 851 +00 852+00 853+00 854+00 855+00 856+00 857+00 858+00 859+00 860+00 861 +00 862+00 863+00 863 500 9 Know what's below.
C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
L 1 S 1 TIDEWATER TO M O N RO E
SHEET(S) 38 OF 86
DWG SCALE NOTED
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
Piedmont
�� DUKE 0111
ALIGNMENT SHEET 036
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
C
08/05/2022
p
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
DATE
INITIALS
MGR TECH
DRAWING NUMBER
REVISION
_
� ENERGY Natural Gas
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REc&STD
NORTH CAROLI NA
PNG -C-001-0001364
E
DATE
INITIALS
E
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
CHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

461
604
612
501
OWNERSHIP
o
m
CHARLOTTE MOTOR SPEEDWAY LLC
383'
m
5498 HUDSPETH DAIRY LLC
255' m
OANCEA GHEORGHE DANIEL
250' m
CHARLOTTE MOTOR SPEEDWAY LLC
1512'
o
m
0
z_
z
O
Q
U)
ICU
�N]At
SEE DWG PNG-C-001-0001310
•:
c
, • r�; �� -,
`
f�
p►'
t .
MAINTAIN EXISTING
_ ACCESS ROAD
0O
00
I
O
_
■
�� -
■
LIJ
111=1 -
■
�
CONSTRUCTION ENTRANCE
IW
I =
U)
CD
■
4r
CUT OUT 95
■ 0
N
Z I
ACCESS ROAD #24 .
O
ems.
N:581872.1
I Z
>
EXISTING E: 1497163.46 � NC FLOOD ZONE � -
CUT-OUT TYPICAL 1 ,
WETLAND 14
■ (�
■
I
- -
I
Q
J
w
LU
�... — - ■ _,
860+00 861 +00 862+DO BCC+�O 864+00
— —
865+00 86 6+0 0
cn
--- — - - - /
87 +00
0 _971 70 8
867+ �0 8 68+00 869+0 0` 72+00
LOCD
T -- — — — --
873+ 00 874+00
, 875+00 876+00 877+00 878 00 879+ 00
,
— —
880+00
Jq
881 +00
— —
2+ 0 g++00 885+00 886+
W _�
— —
887+00 ■ 88+00+0�
,
— — — —
890+OC_+00
L0 150'
'T'►:
150'
�
zip
Y�
: +
x
o
('7•�
CD I
,,
�* _ ACCESS ROAD TYPICAL 2
_
00
I
00
■
_. -� .
!„- `� r.` .}-f'-'.'' T -
00�
■
`�« .'
''ors_
Z..�:
TL
01
STREAM
22
8
CONST.
METHOD
AS -BUILT
MATERIAL
NPS 16, 0.219" W.T., X-42, ORIGINAL INSTALL 1959
CLASS/MAOP
800 PSIG
670'
670'
650'650'
0
Ln
L
N
w
N
LEGEND
�
�
Cn
Q
LINE 1 ILI
LINE 129 ILI
LINE 170 ILI 600'
\
600'
LINE 1 SURVEY
J
LINE 129 SURVEY
LL
LIMITS OF DISTURBANCE
O
�
ACCESS ROAD
EXISTING GROUND LIDAR
o
0 0
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
WORKSPACE AND ACCESS
_
ADDITIONAL TEMPORARY
0
WORKSPACE
o U
U�
550'550'
z
0
N
0
0
5863+50 864+00
865+00 866+00
867+00 868+00 869+00 870+00 871 +00 872+00
873+00 874+00 875+00 876+00 877+00 878+00 879+00
880+00
881 +00
882+00 883+00 884+00 885+00 886+00
887+00 887 50
9 Know what's below.
� � C1II before you dig.
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 39
OF 86
DWG SCALE NOTED
L 1
S 1 TIDEWATER TO M O N RO E
A
01/18/2022
ISSUED FOR 30% REVIEW
JAM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
REGIONAL
-
ENGINEER
�� DUKE Piedmont
ALIGNMENT SHEET 037
DWG DATE 01/18/2022
SUPERSEDED
B
05/03/2022
ISSUED FOR 60% REVIEW
JAM
BM
PS
ACCOUNT NUMBER
10700
p
DATE
INITIALS
C
08/05/2022
ISSUED FOR 90% REVIEW
JAM
BM
PS
PROJECT NUMBER
0232984
-
-
MGR TECH
0111
� ENERGY Natural Gas
DRAWING NUMBER
REVISION
D
10/14/2022
ISSUED FOR BID
JAM
BM
PS
DRAWING BY
JAM
REC&STD
NORTH CAROLI NA
PNG —C-001
-0001365
E
DATE
INITIALS
E
I
11/22/2022
ISSUED FOR BID REV B
JAM
BM
PS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
ICHECKER INITIALS
I -
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

OWNERSHIP
0
z
z
O
Q
U)
%use
Q4
/
-
CONSTRUCTION ENTRANCE
l
I ��
y I
a
►�
Q� SEE E&S PLAN SHEET 4200
�k �� _ 00•
Q
vv
_ a
tifl+• �Q C) x
-
s /
I I I G
N 1
0
� xo�
i 65, O
10 1
5
ACCESS ROAD #2Ma-
M
EXISTING I /
�.�
i CONSTRUCTION ENTRANCE
i 0
I 0 G 1
i
TRIPLE -STACKED FILTER SOCK
18
izll
ar_
I
-
I
�04� SEE E&S PLAN
SHEET 40
rs
r-y1Z =\ \�f o_._�COMPOST FILTER
6-14
-
SOCK
06
i
0 '-��,0�'�00 I 1 0 +- 9 3+00— � 4+00 % 55+00 956+00
/ -
9 7+00 958+00 959+®0 - 0',__60 9 i +00 \ 9,62+00 963+00 964+00 965+00 966+00 9� +®'C�= ��� --
- .. — -�. �—
x00
D----
SILT FENCE
_ ----
imp-
— _
�- T- F. �.
I'm
_- ---- - --
r ti
_2- - ---
C)
0
Z
J
-O
O
0-
—
w
O
O
O
0-
LEGEND
LINE 1 ILI
LINE 129 ILI
LINE 170 ILI
LINE 1 SURVEY
LINE 129 SURVEY
LIMITS OF DISTURBANCE
ACCESS ROAD
EXISTING GROUND SURVEY
EXISTING GROUND LIDAR
WORKSPACE AND PERMANENT
ACCESS
ADDITIONAL TEMPORARY
WORKSPACE
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-001-0001265
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
L 1 S 1 TIDEWATER TO M O N RO E
SHEET(S) 86 OF 86
DWG SCALE NOTED
A
08/05/2022
ISSUED FOR 90% REVIEW
IMM
BM
PS
AREA CODE
1841 & 2160
DATE
INITIALS
-
REGIONAL
DWG DATE 08/04/2022
SUPERSEDED
B
10/14/2022
ISSUED FOR BID
IMM
BM
PS
ACCOUNT NUMBER
10700
ENGINEER
�� DUKE Piedmont
E & S TWS PLAN 002
DATE
INITIALS
C
11/22/2022
ISSUED FORBID REV B
JAM
BM
PS
PROJECT NUMBER
0232984
MGR TECH
0111INatural
ENERGY Gas
DRAWING NUMBER
REVISION
AWING BY
IMM
REC & STD4
NORTH CAROLI NA
PNG-C-001-0001254
C
DATE
INITIALS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018
INDIAN TRAIL AND CHARLOTTE, NC
CHECKER INITIALS
-
DISCIPLINE / RESOURCE CENTER / LINE NUMBER