20190432 Ver 1_More Information Received_20190614

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#* Version* 1
20190432
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Sue Homewood:eads\slhomevtood
Select Reviewing Office:* Winston-Salem Regional Office - [phone]
Submittal Type:*
Application Attachments
Does this project require a request for payment to be sent?*
r
Yes
r
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: r New Project
r Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Is this supplemental information that needs to be sent to the Corps?*
r Yes r No
Project Contact Information
Name: Eric Mularski
Who is subrritting the information?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
20190432 Ver 1 1
20170001 (no dashes)
Project Name: PNG Pleasant Garden Looping Project,
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Guilford
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach docurrent
PleasantGarden_lmpactDrawingREV_20190614_R... 32.44MB
Section B.2_PleasantGardenLooping Line lmpactTab... 413.17KB
Only pdf or Igre files are accepted.
Describe the attachments:

Revised impact drawings and tables
V By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act");
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
• I intend to electronically sign and submit the online form."
Signature:
Submittal Date: Is filled inautorretically.

2a.
Wetland impact
number –
Permanent (P) or
Temporary (T)
2b.
Type of
impact
2c.
Type of
wetland
(if known)
2d.

Forested
2e.
Type of
jurisdictional
(Corps 404,
10 DWQ –
non 404,
other)
2f.

Area of impact
(acres)
W1 (P) Clearing and
Open Cut
Bottomland
Hardwood Yes Corps 404 0.04
W2 (T) Clearing Bottomland
Hardwood Yes Corps 404 0.08
W3 (P) Clearing and
Open Cut Headwater Yes Corps 404 0.009
W4 (P) Clearing and
Open Cut Headwater
No – (Scrub-
Shrub-
Maintained
ROW)
Corps 404 0.01
W5 (T) Open Cut Headwater
No – (Scrub-
Shrub-
Maintained
ROW)
Corps 404 0.01
W6 (P) Clearing and
Open Cut
Headwater
Forest Yes Corps 404 0.04
W7 (T) Clearing Headwater
Forest Yes Corps 404 0.03
W8 (P) Clearing and
Open Cut Headwater
No (Scrub-
Shrub
Logged)
Corps 404 0.07
W9 (T) Clearing Headwater
No (Scrub-
Shrub
Logged)
Corps 404 0.07
W10 (P) Clearing and
Open Cut Headwater
No (Scrub-
Shrub
Logged)
Corps 404 0.10
2a.
Wetland impact
number –
Permanent (P) or
Temporary (T)
2b.
Type of
impact
2c.
Type of
wetland
(if known)
2d.

Forested
2e.
Type of
jurisdictional
(Corps 404,
10 DWQ –
non 404,
other)
2f.

Area of impact
(acres)
W11 (T) Clearing Headwater
No (Scrub-
Shrub
Logged)
Corps 404 0.15
W12 (P) Clearing and
Open Cut Headwater Forested/
Emergent Corps 404 0.01
W13 (T) Clearing Headwater Forested/
Emergent Corps 404 0.02
W14 (P) Clearing and
Open Cut
Bottomland
Hardwood Yes Corps 404 0.01
W15 (T) Clearing Bottomland
Hardwood Yes Corps 404 0.006
W16 (T) Clearing Bottomland
Hardwood Yes Corps 404 0.02
W17 (T) Clearing Bottomland
Hardwood Yes Corps 404 0.09
W18 (P) Clearing and
Open Cut
Bottomland
Hardwood Yes Corps 404 0.07
W19 (P) Clearing and
Open Cut
Bottomland
Hardwood Yes Corps 404 0.07
W20 (T) Clearing Bottomland
Hardwood Yes Corps 404 0.09
W21 (P) Open Cut Bottomland
Hardwood Clear-Cut Corps 404 0.01
W22 (T) Clearing Bottomland
Hardwood Clear-Cut Corps 404 0.03
W23 (T) Clearing Headwater
Forest Yes Corps 404 0.03
W24 (T) Clearing Headwater
Forest Yes Corps 404 0.02
2a.
Wetland impact
number –
Permanent (P) or
Temporary (T)
2b.
Type of
impact
2c.
Type of
wetland
(if known)
2d.

Forested
2e.
Type of
jurisdictional
(Corps 404,
10 DWQ –
non 404,
other)
2f.

Area of impact
(acres)
W25 (T) Clearing Headwater
Forest Yes Corps 404 0.03
W26 (P) Clearing and
Open Cut
Headwater
Forest Yes Corps 404 0.03
W27 (T) Clearing Headwater
Forest Yes Corps 404 0.03
W28 (P) Clearing and
Open Cut
Headwater
Forest Yes Corps 404 0.01
W29 (T) Clearing Headwater
Forest Yes Corps 404 0.02
W30 (T) Fill (Timber
Matting) Headwater
No (Scrub-
Shrub)

Corps 404 0.009
W31 (P)
Fill
(Permanent
Rock Fill)
Headwater No (Scrub-
Shrub) Corps 404 0.04
W32 (T) Fill (Timber
Matting) Headwater No
(Emergent) Corps 404 0.10
2g. Total wetland impacts 0.519 (P) 0.835 (T)
*0.479 acres
permanent
conversion of
forested and
scrub-shrub
wetlands &
0.04 acres of
permanent fill

3a.
Stream
impact
number –
Permanent
(P) or
Temporary
(T)
3b.

Type of
impact
3c.

Stream
name
3d.

Perennial
(PER) or
intermittent
(INT)?
3e.
Type of
jurisdictional
(Corps 404,
10 DWR –
non 404,
other)
3f.
Average
stream
width
(feet)
3g.

Impact length
(linear feet)
S1 (T) De-watering
and Open Cut
Tributary
to Polecat
Creek
INT Corps 404 &
DWR 2 30
S2(T) De-watering
and Open Cut
Tributary
to Polecat
Creek
PER Corps 404 &
DWR 3 51
S3 (T) De-watering
and Open Cut
Tributary
to Big
Alamance
Creek
PER Corps 404 &
DWR 5 58
S4 (T) De-watering
and Open Cut
Tributary
to Big
Alamance
Creek
INT Corps 404 &
DWR 3 107
S5 (T) De-watering
and Open Cut
Tributary
to Big
Alamance
Creek
PER Corps 404 &
DWR 4 64
S6 (T) De-watering
and Open Cut
Tributary
to Little
Alamance
Creek
PER Corps 404 &
DWR 5 57
S7 (T) De-watering
and Open Cut
Little
Alamance
Creek
PER Corps 404 &
DWR 4 55
S8 (T) De-watering
and Open Cut
Tributary
to Little
Alamance
Creek
INT Corps 404 &
DWR 3 53
S9 (T) De-watering
and Open Cut
Tributary
to Little
Alamance
Creek
PER Corps 404 &
DWR 4 53
S10 (T) De-watering
and Open Cut
Tributary
to Little
Alamance
Creek
PER Corps 404 &
DWR 15 53
3a.
Stream
impact
number –
Permanent
(P) or
Temporary
(T)
3b.

Type of
impact
3c.

Stream
name
3d.

Perennial
(PER) or
intermittent
(INT)?
3e.
Type of
jurisdictional
(Corps 404,
10 DWR –
non 404,
other)
3f.
Average
stream
width
(feet)
3g.

Impact length
(linear feet)
S11 (T) De-watering
and Open Cut
Tributary
to Little
Alamance
Creek
INT Corps 404 &
DWR 3 55
S12 (T) De-watering
and Open Cut
Tributary
to Little
Alamance
Creek
INT Corps 404 &
DWR 3 54
S13 (P) Fill (Culvert
Replacement)
Tributary
to Little
Alamance
Creek
PER Corps 404 &
DWR 4 19
S14 (T) De-watering
Tributary
to Little
Alamance
Creek
PER Corps 404 &
DWR 4 30
S15 (T) De-watering
and Open Cut
Tributary
to Little
Alamance
Creek
INT Corps 404 &
DWR 3 31
3h. Total stream and tributary impacts 19 (P) 720 (T)

19 DigitalGlobe ©CNES (2019) Distribution Airbus DS
SCALE: NTS
LOCATION MAP
ISSUE FOR BID
PLEASANT GARDEN ROAD
12" LOOPING PROJECT
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
PROPOSED 12" PIPELINEPLEASANT GARDEN RDUS-
4
2
1
EXISTING PLEASANT GARDEN RS
PROPOSED PLEASANT GARDEN #2 RS
DAVIS MILL RDHUNT LAKE
A
P
POM
A
T
T
O
X

R
D
HUNT RDBASWELL RD
N
O
R
F
O
L
K

S
O
U
T
H
E
R
N

R
RNEELLEY RDRYEGATE DR
NESBITT RD
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
G-330-0001000 0
1" = 50'
2-T-GBO-3518
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH 2331
10700
0214646
DRG
10/16/2018003/18/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0685232\G-330-0001000.dwg 3/14/2019 11:29 AM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/AEH CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
COVER SHEET
2-TR-GBO-6118
RITTERS LA
K
E

R
D
0.5
1.0
1.5
2.0
2.5
3.03.5
4.0
4.5
5.0
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
C-330-0001000 0
1" = 50'
2-TR-GBO-6118
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG KAO CXR 2331
10700
0214646
DRG
02/01/2019003/18/2019 ISSUED FOR CONSTRUCTION
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0631772\C-330-0001000.dwg 3/13/2019 1:56 PM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/AKAO CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
PLAN INDEX
PNG-C-330-0001001
H
U
N
T

R
O
A
D

(
S
R
-
3
4
0
2
)
APPOMATTOX ROAD (SR-3621)
N
O
R
F
O
L
K

S
O
U
T
H
E
R
N

R
A
I
L
R
O
A
D
PROPOSED 12" PIPELINE
Feet
0 600 1200
1" = 600'
PNG-C-330-0001002
PNG-C-330-0001003
PNG-C-330-0001004
PNG-C-330-0001030
PNG-C-330-0001005
PNG-C-330-0001006
PNG-C-330-0001007
PNG-C-330-0001008
PNG-C-330-0001009
PNG-C-330-0001031
PNG-C-330-0001010
PNG-C-330-0001011
PNG-C-330-0001012
PNG-C-330-0001013
PNG-C-330-0001014
PNG-C-330-0001015
PNG-C-330-0001016
PNG-C-330-0001017
PNG-C-330-0001018
PNG-C-330-0001019
PNG-C-330-0001020
PNG-C-330-0001032
PL
E
A
S
A
N
T

G
A
R
D
E
N

R
O
A
D

(
S
R
-
3
5
0
5
)
PLEAS
A
N
T

G
A
R
D
E
N

R
O
A
DNESBIT ROAD (SR-3415)RYEGATE DRIVE (SR-3417)NEELLEY ROAD (SR-3418)DAVI
S
M
I
L
L
ROAD
E. SHERATON PARK RO
A
D
GRAPHICS
SCALE
X X X X X X X X X
⅊⅊⅊
GAS GAS
OHE OHE
SS
LEGEND
PIEDMONT NATURAL GAS PIPELINE
PROPERTY LINE
STRUCTURES
EXISTING GAS LINE
EXISTING OVERHEAD ELECTRIC
EXISTING SANITARY SEWER
EXISTING FENCE LINE
EXISTING TREE LINE
EXISTING DITCH
EXISTING CULVERT
T EXISTING TELEPHONE LINE
EXISTING PIPELINE EASEMENT
EXISTING RAILROAD EASEMENT
EXISTING ROAD RIGHT OF WAY
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
PROPOSED FACILITY
PROPOSED PERMANENT EASEMENT
PROPOSED CONVENTIONAL BORE
PROPOSED ACCESS ROAD (IMPROVED)
EXISTING DELINEATED STREAM
EXISTING DELINEATED POND
EXISTING DELINEATED WETLAND
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
G-330-0001001 D
1" = 50'
2-T-GBO-3518
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CRX
DRG KAO CXR
DRG JSW CXR
2331
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg 6/14/2019 10:21 AM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/AJSW CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
1150 LINE LIST NUMBER
EXISTING DUKE ENERGY EASEMENT
MAJOR CONTOUR
MINOR CONTOUR
830
LEGEND AND NOTES
SURVEY DATA 2018
LIDAR DATA 2013 SURVEY / LIDAR DATA BOUNDARY
////EXISTING COLONIAL PIPELINE
PROPOSED ACCESS ROAD (PERMANENT)
PROPOSED ACCESS ROAD (UNIMPROVED)
PROJECT NARRATIVE
DUKE ENERGY'S NATURAL GAS BUSINESS UNIT (DUKE) PROPOSES TO CONSTRUCT A NEW NATURAL
GAS PIPELINE NEAR THE TOWN OF PLEASANT GARDEN IN GUILFORD COUNTY, NORTH CAROLINA IN
ORDER TO IMPROVE OVERALL SYSTEM STRENGTH AND ALLOW FOR FUTURE DEMAND GROWTH IN
THE AREA. THE PROJECT WILL INCLUDE THE INSTALLATION OF APPROXIMATELY 5.1 MILES OF
12-INCH DIAMETER STEEL NATURAL GAS PIPELINE, MODIFICATIONS TO AN EXISTING NATURAL GAS
FACILITY AT THE SOUTHERN TERMINUS OF THE PROJECT, AND THE INSTALLATION OF A NEW
REGULATOR STATION AT THE NORTHERN TERMINUS OF THE PROJECT. THE PROJECT WILL INCLUDE
CROSSINGS BENEATH SEVERAL PAVED ROADS, A SINGLE UNPAVED ROAD, 3 LIQUIDS PIPELINES
OWNED BY COLONIAL PIPELINE COMPANY, AND A NORFOLK SOUTHERN RAILROAD TRACK VIA
CONVENTIONAL BORING METHODS. THE PROJECT ALSO INCLUDES OPEN-CUT TRENCHING
THROUGH MULTIPLE STREAMS AND WETLANDS WITHIN THE PROJECT CORRIDOR. IT IS ANTICIPATED
THAT A LAYDOWN YARD/PIPE STORAGE FACILITY WILL BE SECURED WITHIN THE TOWN OF PLEASANT
GARDEN TO SUPPORT THIS PROJECT. THE PROJECT WILL INCLUDE 5 TEMPORARY ACCESS ROADS
AND 1 PERMANENT ACCESS ROAD TO PROVIDE CONSTRUCTION ACCESS AND FUTURE
MAINTENANCE ACCESS TO THE PERMANENT ROW
EXISTING SITE CONDITIONS
THE PROJECT IS LOCATED WITHIN THE PIEDMONT PHYSIOGRAPHIC REGION WHICH IS TYPICALLY
CHARACTERIZED BY RELATIVELY LOW, ROLLING HILLS. STREAMS AND WETLANDS ARE OFTEN
LOCATED WITHIN THE LOWER ELEVATIONS ADJACENT TO THE HILLS. THE VEGETATION WITHIN THE
PROJECT CORRIDOR IS DOMINATED BY MIXED HARDWOOD, SHRUBS, AND EARLY SUCCESSIONAL
GRASSES AS WELL AS MAINTAINED LAWNS. THE AREA WITHIN, AND DIRECTLY ADJACENT TO, THE
PROJECT CORRIDOR IS TYPICALLY COMPRISED OF AGRICULTURAL/PASTORAL, LOW-DENSITY
RESIDENTIAL, AND UNDEVELOPED/FORESTED LAND USES. THE NEARBY TOWN OF PLEASANT
GARDEN ALSO INCLUDES MODERATE DENSITY RESIDENTIAL DEVELOPMENT, LIGHT
MANUFACTURING, LIMITED COMMERCIAL LAND USES. APPROXIMATELY 40% OF THE PROJECT IS
DIRECTLY ADJACENT TO, OR IN CLOSE PROXIMITY TO, AN EXISTING, MAINTAINED ELECTRIC
TRANSMISSION RIGHT-OF-WAY AND SEVERAL RESIDENTIAL STRUCTURES AND OUTBUILDINGS ARE
LOCATED IN CLOSE PROXIMITY TO THE PROJECT CORRIDOR.
EROSION AND SEDIMENT CONTROL NARRATIVE
ALL WORK WILL BE COMPLETED WITHIN DUKE ACQUIRED PERMANENT EASEMENTS, TEMPORARY
CONSTRUCTION EASEMENTS, NCDOT ENCROACHEMENTS, AND TEMPORARY ACCESS ROADS.
LOCATIONS WILL REQUIRE EQUIPMENT ACCESS AND SEDIMENT & EROSION CONTROL MEASURES AS
SHOWN ON THESE PLANS FOR PERMITTING PURPOSES.
ALL PROPOSED WORK FOR THIS PROJECT IS LOCATED WITHIN THE NC DEQ - WINSTON-SALEM
REGION. THE DISTURBED AREA IS ESTIMATED TO BE 59.8 ACRES.
PRIOR TO INITIATING TEMPORARY AND PERMANENT CONSTRUCTION PHASES ASSOCIATED WITH
THE NEW PIPELINE, A DUKE ENERGY CONSTRUCTION CONTRACTOR WILL INSTALL EROSION
CONTROL MEASURES TO ENCOMPASS THE ANTICIPATED CONSTRUCTION LIMITS.
GENERAL NOTES
1.INSTALLER SHALL FURNISH ALL MATERIALS NOT PROVIDED BY THE COMPANY (UNLESS
OTHERWISE NOTED ON DRAWINGS OR SPECIFICATIONS) INCLUDING EQUIPMENT
TRANSPORTATION, SERVICES AND PERFORM ALL NECESSARY WORK AS SHOWN ON THE
DRAWINGS AND SPECIFIED HEREINAFTER.
2.IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO VERIFY ALL DIMENSIONS GIVEN ON THE
DRAWINGS. ANY ITEM IN QUESTION SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT
MANAGER PRIOR TO PROCEEDING WITH THE WORK.
3.INSTALLER SHALL BE RESPONSIBLE FOR PROTECTION OF ALL SURROUNDING AREAS.
4.ALL BELOWGROUND WELDS SHALL BE COATED WITH HBE-95 OR SP-2888 PER PERTINENT
PIEDMONT DESIGN AND CONSTRUCTION STANDARDS.
5.ALL ABOVEGROUND PIPING TO BE BLASTED TO CORRECT SOCIETY FOR PROTECTIVE COATINGS
(SSPC) SURFACE PROFILE. PAINT SYSTEM TO BE UTILIZED SHALL BE PER PERTINENT PIEDMONT
DESIGN AND CONSTRUCTION STANDARDS.
6.UPON BACKFILLING IN AREAS OF ROCK, BURIED PIPE SHALL HAVE 6” OF SAND PAD FILL PLACED
AROUND THE PIPE'S CIRCUMFERENCE.
7.PRESSURE TESTING SHALL MEET THE REQUIREMENTS OF PNG'S PRESSURE TESTING STANDARD,
PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS.
8.INSTALLER SHALL DEWATER ALL HYDROSTATICALLY TESTED PIPING, USING CLEANING PIGS AS
REQUIRED, AND DRY TO A DEWPOINT OF -40 °F PER PERTINENT PIEDMONT DESIGN AND
CONSTRUCTION STANDARDS.
9.NCUC SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO CONDUCTING HYDROSTATIC
TESTING.
10.WHEN CONFLICTS BETWEEN DESIGN DETAILS AND PNG CONSTRUCTION STANDARDS / MANUALS
EXIST, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. CONTRACTOR SHALL NOTIFY PNG
PROJECT MANAGER IMMEDIATELY FOLLOWING IDENTIFICATION OF CONFLICTS.
CONSTRUCTION NOTES
1.EXISTING OVERHEAD AND BELOWGROUND FACILITIES MAY BE IN THE WORK AREA VICINITY.
INSTALLER IS RESPONSIBLE FOR HAVING SUCH FACILITIES LOCATED AND IS RESPONSIBLE FOR
MAINTENANCE AND PRESERVATION OF THESE FACILITIES.
2.PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS, INSTALLER IS REQUIRED
TO CALL 811 FOR UTILITY LOCATES A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF
WORK. NO EXTRA COMPENSATION WILL BE ALLOWED FOR DELAYS FROM ANY WORK PROVIDED
BY OTHER UTILITIES.
3.IF EXISTING UTILITIES OF ANY TYPE ARE ENCOUNTERED IN THE FIELD AND DEEMED TO BE IN
CONFLICT WITH INSTALLATION OF FACILITIES, INSTALLER SHALL NOTIFY THE PROJECT MANAGER
IMMEDIATELY SO THE CONFLICT MAY BE RESOLVED.
4.WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, INSTALLER SHALL PROVIDE AND
MAINTAIN TEMPORARY OUTLETS AND CONNECTIONS FOR PRIVATE DRAINS OR SEWERS.
RESTORATION OF THESE FACILITIES IS TO BE PERFORMED ONCE CONSTRUCTION IS COMPLETE
AND ARE CONSIDERED INCIDENTAL COSTS OF THE PROJECT.
5.ALL DRAWING MEASUREMENTS ARE TO BE TAKEN FROM EXISTING GRADE. FINAL GRADE SHALL
BE MATCHED TO SURROUNDING GRADE AS PER PERTINENT PIEDMONT DESIGN AND
CONSTRUCTION STANDARDS.
6.INSTALLER IS TO REMAIN WITHIN CONSTRUCTION WORKING LIMITS. ACCESS TO AREAS OUTSIDE
WORKING LIMITS MUST BE COORDINATED WITH THE OWNER OR PIEDMONT PROJECT MANAGER.
7.ALL EXCESS EXCAVATION, CONSTRUCTION DEMOLITION DEBRIS AND UNSUITABLE MATERIALS
THAT DO NOT CONTAIN ASBESTOS SHALL BE REMOVED FROM THE SITE AND PROPERLY
DISPOSED.
8.STANDARD SPECIFICATIONS REFERENCED ON THIS SHEET AND CONSTRUCTION PLANS ARE
CONSIDERED AS PART OF THE CONTRACT DOCUMENTS. INCIDENTAL ITEMS OR ACCESSORIES
NECESSARY TO COMPLETE THIS WORK MAY NOT BE SPECIFICALLY NOTED, BUT ARE CONSIDERED
TO BE A PART OF THIS CONTRACT.
9.BEFORE ACCEPTANCE BY THE OWNER AND FINAL PAYMENT, ALL WORK SHALL BE INSPECTED
AND APPROVED BY PIEDMONT OR COMPANY REPRESENTATIVE. FINAL PAYMENT SHALL BE MADE
AFTER ALL OF THE INSTALLER'S WORK HAS BEEN ACCEPTED AND APPROVED AND IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS.
10.DURING CONSTRUCTION, ALL LOOSE MATERIAL THAT ARE DEPOSITED IN THE FLOW LINE OF
GUTTERS, DRAINAGE STRUCTURES, DITCHES, ETC. SUCH THAT THE NATURAL FLOW LINE OF
WATER IS OBSTRUCTED, SHALL BE REMOVED AT THE END OF EACH WORK DAY.
11.ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE EXTENDED TO OUTLET INTO AN
EXISTING DRAINAGE WAY. A RECORD OF ALL FIELD TILE FOR ONSITE DRAIN PIPE ENCOUNTERED
SHALL BE KEPT BY THE INSTALLER AND TURNED OVER TO THE PROJECT MANAGER UPON
COMPLETION OF THE PROJECT.
12.INSTALLER IS REQUIRED TO MAINTAIN A SET OF ISSUED FOR CONSTRUCTION DRAWINGS AND ALL
PERMITS AT THE JOB SITE. ANY MODIFICATIONS OR ALTERATIONS TO THE PLANS OR
SPECIFICATIONS SHALL BE APPROVED BY THE PROJECT MANAGER.
13.INSTALLER IS SOLELY RESPONSIBLE FOR EXECUTION OF HIS/HER WORK IN ACCORDANCE WITH
THE CONTRACT DOCUMENTS AND SPECIFICATIONS. INSTALLER IS RESPONSIBLE FOR THE
CONSTRUCTION METHODS AND TECHNIQUES, SEQUENCES, TIME OF PERFORMANCE ALL SAFETY
PRECAUTIONS.
14.MINIMUM DEPTH OF BURIAL SHALL BE PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION
STANDARDS.
15.ALL PIPELINES BEING CROSSED ARE TO BE PROTECTED WITH A MINIMUM OF (3) 4 FEET X 18 FEET
WOODEN MATS.
16.PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS, FOR OPEN DITCH
EXCAVATION, A MINIMUM OF TWO FEET OF SEPARATION SHALL BE MAINTAINED BETWEEN ALL
CROSSING STRUCTURES. SEPARATION BETWEEN CROSSING STRUCTURES AND PIPELINES THAT
ARE INSTALLED VIA DIRECTIONAL DRILLING METHODS IS AT THE DISCRETION OF ENGINEERING.
17.DURING BACKFILLING, A SIX INCH CROWN SHALL BE PLACED ON ALL DISTURBED AREAS.
COMPACTION REQUIREMENTS SHALL BE PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION
STANDARDS.
18.BOLTS FOR FLANGES TO BE TORQUED PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION
STANDARDS.
19.CONTRACTOR SHALL INSTALL ORANGE SAFETY FENCE TO DUKE SPECIFICATIONS WHEN
CONSTRUCTION ACTIVITIES OCCUR IN CLOSE PROXIMITY TO ELECTRIC TOWERS.
CIVIL AND STRUCTURAL NOTES
1.ADDITIONAL EXCAVATIONS BELOW FOOTINGS MAY BE NECESSARY TO REACH UNDISTURBED
SOIL. SHOULD THIS OCCUR, THE EXCAVATION SHALL BE BROUGHT TO THE BOTTOM OF THE
FOOTING ELEVATION WITH COMPACTED SAND FILL MEETING THE REQUIREMENTS OF MODIFIED
PROCTOR COMPACTION TEST (ASTM D1557) TO 95% IN SIX INCH LIFTS.
2.ALL EXPOSED CONCRETE EDGES SHALL HAVE A 1” X 1” 45° CHAMFER.
3.CONCRETE SHALL BE MIXED AND POURED PER PERTINENT PIEDMONT DESIGN AND
CONSTRUCTION STANDARDS. TESTING SHALL CONFORM TO ACI 318. INSTALLER TO SUPPLY ALL
CONCRETE AND TESTING.
4.ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 SPECIFICATION. STEEL REINFORCING
BAR SHALL CONFORM TO ASTM A615 GRADE 60 AND WELDED WIRE FABRIC SHALL CONFORM TO
ASTM A185. TIE WIRE SHALL CONFORM TO ASTM A82.
5.UNSUITABLE OR EXCESS EARTH SPOIL SHALL BE DISPOSED OF AT AN APPROVED WASTE
LOCATION. SOIL BEING TRANSPORTED ONTO THE JOB SITE SHALL BE APPROVED BY EITHER THE
PROJECT MANAGER OR CONSTRUCTION MANAGER.
6.ROCKSHIELD OR SIMILAR COMPANY APPROVED PRODUCT MUST BE INSTALLED BETWEEN ALL
PIPE AND FITTINGS THAT COME INTO CONTACT WITH CONCRETE. A LAYER OF NON ABRASIVE
MATERIAL SUCH AS FRP SHALL BE INSTALLED BETWEEN ALL PIPE SUPPORTS AND PIPING.
7.ALL FIELD BENDING OF REBAR SHALL BE DONE COLD.
SOIL EROSION AND SEDIMENT CONTROL NOTES
1.INSTALLER IS TO CONSTRUCT ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES AT THE
COMMENCEMENT OF THE PROJECT, PROVIDE MAINTENANCE AND ASSURE EFFECTIVENESS
THROUGHOUT THE DURATION OF THE PROJECT.
2.CARE SHALL BE TAKEN TO MINIMIZE DOWNSTREAM SILTATION. RAW BANKS MAY BE SEEDED AND
MULCHED TO PREVENT EROSION.
3.ALL SPOILS INCLUDING ORGANIC SOILS, VEGETATION AND DEBRIS SHALL BE REMOVED FROM THE
SITE AND PROPERLY DISPOSED OF IN SUCH A MANNER AS TO NOT ERODE INTO ANY BODY OF
WATER OR WETLAND.
4.SILT FENCING SHALL BE PLACED WHERE NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE
WORK AREA.
5.CATCH ALL INLET FILTERS ARE REQUIRED AT ALL SEWER INLETS, GRATES AND MANHOLES FOR
SEDIMENT CONTROL.
6.WETLAND AREAS SHALL HAVE SILT FENCING INSTALLED NO CLOSER THAN 25 FEET FROM POINT
OF WETLAND DELINEATION.
7.TOPSOIL STOCKPILES SHALL BE LOCATED TO AVOID EROSION OF SAID STOCKPILE ONTO OFFSITE
AREAS.
8.ALL ENVIRONMENTAL MEASURES SHALL BE PER PERTINENT PIEDMONT DESIGN AND
CONSTRUCTION STANDARDS.
9.THE TOTAL PROJECT DENUDED AREA IS 60.08 AC.
10.ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL AND STATE
STANDARDS-SPECIFICALLY THE NC EROSION & SEDIMENT CONTROL MANUAL, AND LOCAL
ORDINANCES.
11.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION & SEDIMENT
CONTROL MEASURES TO ENSURE DEVICES ARE FUNCTIONING PROPERLY TO MINIMIZE EROSION
AND SEDIMENT TRANSFER. ALL AREAS SHALL BE INSPECTED WEEKLY, OR WITHIN 24 HOURS OF A
RAIN EVENT PRODUCING 1/2" OR GREATER PRECIPITATION, AND DOCUMENTED ON NPDES PERMIT
MONITORING RECORDS.
12.A RAIN GAUGE SHALL BE INSTALLED AND MAINTAINED ON SITE. SELF-INSPECTIONS AND NC DEQ
MONITORING RECORDS SHALL BE COMPLETED BY THE CONTRACTOR - SEE LINK
(http://deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/forms). AN
APPROVED COPY OF THE E&SC PLAN WITH PLACARD & APPROVAL LETTER, COPY OF THE NPDES
PERMIT, AND A MINIMUM OF 30 DAYS OF SELF-INSPECTION REPORTS ARE TO BE KEPT ON SITE
UNTIL PROJECT CLOSURE BY NC DEQ.
13.E&SC MEASURES SHALL BE INSTALLED AT ANY AREAS USED FOR CONTRACTOR EQUIPMENT
STAGING, MATERIALS LAYDOWN, SPOIL, OR WASTE AREAS. STAGING AREAS AND MATERIAL
STOCKPILES FOR THIS PROJECT WILL BE LOCATED WITHIN APPROVED LIMITS OF DISTURBANCE
AND ENCOMPASSED BY SILT FENCE EXCEPT FOR THE POINTS OF ACCESS TO THE AREA.
14.ANY DEWATERING OF SEDIMENT CONTAINMENT DEVICES FOR MAINTENANCE OR REMOVAL SHALL
BE DONE THROUGH A SILT BAG.
15.ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD CONDITIONS
INCLUDING THE USE OF MATTING ON ALL DISTURBED AREAS IF WET CONDITIONS ARE PRESENT.
16.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY
TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS.
17.ALL MATERIALS REQUIRED FOR INSTALLATION OF SEDIMENTATION AND EROSION CONTROL
MEASURES SHALL BE AVAILABLE ON SITE BEFORE ANY LAND DISTURBING ACTIVITY IS BEGUN.
CLEARING AND CONSTRUCTION NOTES:
THE FOLLOWING ACTIVITIES SHALL BE FOLLOWED BY DUKE ENERGY AND ITS CONTRACTORS FOR
THE PROJECT.
1.ALL CONSTRUCTION ACCESS PARTICULARLY THOSE CROSSING BRANCHES THAT ARE NOT
SHOWN ON THE APPROVED PLANS SHALL FOLLOW THE TYPICAL DETAILS INCLUDED IN THIS PLAN
SET.
2.ALL ROAD BEDS, SLOPES, AND DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY AND
SEEDED WITHIN 7 WORKING DAYS OF COMPLETION OF ANY GRADING.
3.ALL ROAD BEDS, SLOPES, AND DISTURBED AREAS SHALL BE STABILIZED AT THE END OF EACH
WORK DAY.
4.MINOR FIELD ADJUSTMENTS TO THE PROPOSED SEDIMENT AND EROSION CONTROL MEASURES
(SUCH AS SHIFTING THE POSITION OR DIRECTION OF A SILT FENCE) WILL BE NECESSARY TO
ACCOUNT FOR REAL TERRAIN CONDITIONS. ADDITIONAL SEDIMENT AND EROSION CONTROL
MEASURES COULD BE NECESSARY TO PREVENT SEDIMENT TRANSPORT OFF-SITE. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR AT ALL TIMES TO PREVENT EROSIVE CONDITIONS AND
PREVENT SEDIMENT TRANSPORT OFF-SITE. SHOULD QUESTIONS OR CONCERNS ARISE
REGARDING THE IMPLEMENTATION OF THESE E&SC PLANS, PLEASE CONSULT THE ENGINEER
FOR ASSISTANCE. MAJOR DEVIATIONS TO THE APPROVED E&SC PLANS MUST BE REPORTED AND
APPROVED BY NCDEQ.
5.SEDIMENT AND EROSION CONTROL MEASURES MUST BE MAINTAINED ON A DAILY BASIS DURING
ALL CONSTRUCTION OPERATIONS.
6.INSTALLATION AND REPAIR OF ACCESS ROADS SHALL USE SILT FENCE ON THE DOWN GRADIENT
SIDE OF THE ROAD AND WATER BARS TO DIVERT DRAINAGE BACK TO EXISTING CONDITIONS.
7.SEEDING FOR SITE STABILIZATION SHALL OCCUR IMMEDIATELY FOLLOWING THE COMPLETION OF
ANY PHASE OF PROJECT CONSTRUCTION. SEEDING FOR STABILIZAITON (TEMPORARY OR
PERMANENT) SHALL NOT LAG CLEARING OPERATIONS BY MORE THAN 2,000 FEET.
8.ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE
WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF
1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST
BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR
PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND
REGULATIONS. [15A NCAC4B.0110]
EXISTING SANITARY SEWER MANHOLE
EXISTING ELECTRIC TOWER
EXISTING POWER POLE
EXISTING RAILROAD CL OF TRACKS
PROPOSED ANODE BED
PROPOSED LAYDOWN YARD
PROPOSED BORE PIT
PERMANENT MAINTENANCE CORRIDOR (30FT)
PERMANENT ENVIRONMENTAL IMPACT (30FT)
TEMPORARY ENVIRONMENTAL IMPACT
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊820
820 8308208308208
1
0
8
1
0
800810
8
3
0
820
820
830820810830
XXXXXXXXXXXXXXXXXXXXXXXXXGASGASX XXXXGAS
GAS GAS GAS
XXXXXXXXXXXXX0
+
0
0
1+00 2+00
3+00
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
1775
PIN: 7870577824
1200
PIN: 7779570889
1750
PIN: 7870576676
1700
PIN: 7870567343
1725
PIN: 7870578131
180'50'30'15'35'DUKE ENERGY150' UTILITY EASEMENTEXISTING
TOWER
EXISTING
TOWER
EXISTING
TOWER
HUNT ROAD (SR-3402)BORE PIT
60'x15'BORE PIT
40'x15'205'
89' JACK
AND BORE
TIE-IN TO PLEASANT GARDEN RS
SEE DRAWING M-330-0001000 LIDAR DATA 2013
SURVEY DATA 2018
SURVEY DATA 2018
LIDAR DATA 2013
FOR HUNT ROAD (SR-3402) CROSSING
SEE EXHIBIT 1 DWG# C-330-0001021
810
820
830
840
850
810
820
830
840
850
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+500+00 LIMIT OF WORKTIE IN TO PLEASANTGARDEN #2 STATION0+32 P.I.45° HORZ. BEND0+75 P.I.45° HORZ. BEND0+99 P.I.45° HORZ. BEND2+38 P.I.45° HORZ. BEND3+31 P.I.45° HORZ. BEND1+31EDGE OF R.O.W.2+00EDGE OF R.O.W.1+46CL DITCH1+89CL DITCH1+65CL HUNT ROAD1+53EDGE OF ROAD1+77EDGE OF ROAD1+51EXISTING 2" GAS LINE1+24FACE OF BORE PIT2+07FACE OF BORE PIT89' JACK AND BORE
BORE PIT
40'x15'BORE PIT
60'x15'
5' MIN
5' MIN
5' MIN
EXISTING
GRADE
3.5' MIN
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001001 0
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG KAO -0435
10700
0214646
DRG
10/17/2018003/18/2018 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0631772\C-330-0001001-1010.dwg 3/14/2019 1:04 PM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/AKAO
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIG MATCHLINESEE SHEET 0403
STA:00+00 TO STA:14+50
1100 HUNT ROAD
(SR-3402)1150 1175 1200
3+31 P.I. 45° HORZ. BE
ND
2+38 P.I. 45° HORZ. BEND2+00 EDGE
OF
R.
O.
W.1+89 CL DITC
H
1+77 EDGE
OF
R
OA
D
1+65 CL
OF
H
U
NT
R
OA
D
1+53 EDGE
OF
R
OAD
0+56 EDGE
OF
R.
O.
W.1+46 CL OF DITCH0+33 P.I. 45° HORZ. BEND8+58 PARCEL LI
NE
8+68 FENCE
13+02 PARCEL LI
NE
MATCHLINESEE SHEET 04OPEN CUTJACK AND BOREOPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE/PC, ERW,BE, DM-ST-2000
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-20001+01 OVERHEAD POWER LINE1+86 OVE
R
HEA
D P
O
WER LI
NE
0+75 P.I. 45° HORZ. BEND0+99 P.I. 45° HO
RZ. BE
N
D
8108008008008
0
0
81
0 ⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
800 790PIN:

7
7
7
9
5
7
0
8
8
9
1200
PIN: 7779570889
1200
PIN: 7779570889 15'30'50'25'205'75'15'35'WETLAND 30
WETLAND 30
EXISTING
TOWER
EXISTING
TOWER
DUKE ENERGY150' UTILITY EASEMENTSURVEY DATA 2018
LIDAR DATA 2013
LIDAR DATA 20
1
3
SURVEY DATA
2
0
1
8
WETLAND 28
WETLAND 29
1205
PIN: 7779678720
10'25'25'30'25'25'
ADD BOUYANCY
CONTROL MEASURES
ADD BOUYANCY
CONTROL MEASURES
14+
0
0
15+
0
0
16+00 17+00 18+00 19+00 20+00 21+00 22+00 ⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊1200
PIN: 7779570889
75'
DUKE
E
N
E
R
G
Y
230' U
TI
LI
T
Y
E
A
S
E
M
E
N
T
EXISTING
TOWER
DUKE
E
N
E
R
G
Y
150' U
TI
LI
T
Y
E
A
S
E
M
E
N
T
WETLAND 28
WETLAND 2770°70°70°30'50'35'15'1215
PIN: 7779680864
1210
PIN: 7779680456
1205
PIN: 7779678720 25'10'15'30'30'25'25'
ADD BOUYANCY
CONTROL MEASURES20+0021+0022+0023+00
24+00
25+00
26+00
27+00
28+00
29+00
790
800
810
820
830
840
790
800
810
820
830
840
15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+5014+50 15+51 P.I.45° HORZ. BEND22+17 P.I.90° HORZ. BEND17+21ENTER WETLAND 3017+94ENTER WETLAND 3018+33ENTER WETLAND 3017+64EXIT WETLAND 3018+08EXIT WETLAND 3018+35EXIT WETLAND 3020+93ENTER WETLAND 2821+10EXIT WETLAND 2822+54 DUKE ENERGYUTILITY EASEMENT24+13 DUKE ENERGYUTILITY EASEMENT24+46ENTER WETLAND 2724+60EXIT WETLAND 2726+56 DUKE ENERGYUTILITY EASEMENT4' MIN 17+25CL OF DITCHEXISTING
GRADE
3.5' MIN
3.5' MIN
3.5' MIN
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001002 D
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CXR
DRG KAO CXR
DRG JSW CXR
0435
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg 6/14/2019 10:28 AM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/ACXR
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIGMATCHLINESEE SHEET 03MATCHLINESEE SHEET RIGHTMATCHLINESEE SHEET LEFTMATCHLINESEE SHEET 0504
STA:14+50 TO STA:28+50
1200
15+51 P.I. 45° HORZ. BEND17+21 ENTER WETLAND 3017+26 CL OF DITCH17+64 EXIT WETLAND 3017+94 ENTER
WETLA
ND 3018+08 EXIT WETLAND 3018+33 ENTER WETLAND 3018+35 EXIT WETLAND 3025+47 PARCEL LI
NE
22+54 EDGE
OF
D
UKE
R.
O.
W.24+13 EDGE OF DUKE R.O.W.23+16 OVERHEAD POWER LINE23+50 OVERHEAD POWER LINE24+86 OVERHEAD POWER LINE25+52 OVERHEAD POWER LINEMATCHLINESEE SHEET 05MATCHLINESEE SHEET 03OPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-200020+93 ENTER WETLAND 2821+10 EXIT WETLAND 2822+16 P.I. 90° HORZ. BEND26+56 EDGE OF DUKE R.O.W.25+09 OVERHEAD POWER LINE24+46 ENTER WETLAND 2724+60 EXIT WETLAND 2725+75 OVERHEAD POWER LINE
8
3
0
820810⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊X
1215
PIN: 7779680864 1225PIN: 787050477250'30'
15'
35'BASWELL ROAD (SR-3676)LIDAR DATA 2013SURVEY DATA 2018SURVEY DATA 2018LIDAR DATA 2013WETLAND 2630'50'35'205'15'15'30'25'105'105'25'
40'
1215
PIN: 7779680864
1200
PIN: 7779570889
DUKE ELECTRICALACCESS EASEMENTADD BOUYANCY
CONTROL MEASURES
28+00 29+00 30+00 31+00 32+00
33+0034+00830820810810810
800
8
1
0
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊X1250PIN: 77797923071225
PIN: 7870504772
50'30'15'35'BASWELL ROAD (SR-3676)140'LIDAR DAT
A

2
0
1
3
SURVEY D
A
T
A

2
0
1
8
SURVEY DATA 2018
LIDAR DATA 2013
WETLAND 26
15'
30'25'105'105'25'40'TEST STATION, BIG FINK: (3)
#12 WIRES. SEE
DRAWING C-330-000104432+0033+00 34+00 35+00 36+00 37+00 38+0039+00800
810
820
830
840
850
860
800
810
820
830
840
850
860
29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+5032+83 P.I.90° HORZ. BEND45° VERT. BEND37+30 P.I.90° HORZ. BEND30+47EDGE OF ROAD30+66EDGE OF ROAD31+24ENTER WETLAND 2631+79EXIT WETLAND 2632+08EDGE OF R.O.W.32+68EDGE OF R.O.W.32+29EDGE OF ROAD32+40EDGE OF ROAD32+35CL BASWELL ROAD28+50
EXISTING
GRADE
3.5' MIN
3.5' MIN
3.5' MIN
3.5' MIN
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001003 D
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CXR
DRG KAO CXR
DRG JSW CXR
0435
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg 6/14/2019 10:34 AM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/ACXR
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIGMATCHLINESEE SHEET 04MATCHLINE
SEE SHEET RIGHT MATCHLINESEE SHEET LEFTMATCHLINE
SEE SHEET 06
STA:28+50 TO STA:39+50
1200
32+08 EDGE
OF
R.
O.
W.32+29 EDGE OF ROAD32+35 CL BASWELL ROAD32+41 EDGE OF ROAD32+58 PROPE
RTY LI
NE
32+83 P.I. 90° HORZ. BEND37+30 P.I. 90° HORZ. BEND32+15 EXISTING TELEPHONE LINE31+98 PROPERTY LINE32+68 EDGE OF R.O.W.1225BASWELL ROAD
MATCHLINESEE SHEET 04MATCHLINESEE SHEET 06JACK AND BORE OPEN CUTOPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE/PC, ERW,BE, DM-ST-2000 32+83 P.I. 90° HORZ. BEND31+79 EXIT WETLAND 2631+24 ENTER WETLAND 26
810
820820830820810800800⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊820
820
830
830
820
810810
80081082082082081
0
AR-0011225
PIN: 7870504772
1250
PIN: 777979230750'30'15'30'30'50'10
0
'50'50'15'35'15'35'WETLAND 22
WETLAND 20
STRE
A
M

1
7
STREAM 18STREAM 17NORFOLK SOUTHERN RAILROAD1250
PIN: 7779792307
LIDA
R
D
A
T
A

2
0
1
3
SURV
E
Y

D
A
T
A
2
0
1
8
SURVEY DATA
2
0
1
8
LIDAR DATA 20
1
3
S
U
R
V
E
Y

D
A
T
A

2
0
1
8
L
I
D
A
R

D
A
T
A

2
0
1
3
TB-2
FOR ACCESS ROAD AR-001
SEE DRAWING# C-330-0001030
ADD BOUYANCY
CONTROL MEASURES
1
39+00
40+00
41+00
42+00
43+00
44+00
45+00
46+00
47+00
48
+
0
0
49
+
0
0
50
+
0
0
51
+
0
0
52
+
0
0
53
+
0
0 57+00800
810
820
830
840
800
810
820
830
840
40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+5047+39 P.I.90° HORZ. BEND49+38CL STREAM 1749+93CL STREAM 1849+2845° VERT. BEND49+3045° VERT. BEND50+0945° VERT. BEND50+1145° VERT. BEND39+50
5' MIN
5' MIN
EXISTING
GRADE
3.5' MIN
3.5' MIN
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001004 D
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CXR
DRG KAO CXR
DRG JSW CXR
0435
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg 6/14/2019 10:39 AM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/ACXR
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIGMATCHLINESEE SHEET 05MATCHLINESEE SHEET 07STA:39+50 TO STA:52+50
1225
47+39 P.I. 45° HORZ. BEND49+13 CL OF STREAM 1749+93 CL OF STREAM 18MATCHLINESEE SHEET 07MATCHLINESEE SHEET 051250
47+61 PROPERTY LINEOPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000 49+26 45° VERT. BE
N
D
49+25 45° VERT. BEN
D
49+98 45° VERT. BE
N
D
50+00 45° VERT. BEND
810830⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊810
8208
1
0
8
1
0 820830
820
820
820AR-002
1300
PIN: 7870707931
1250
PIN: 7779792307
1275
PIN: 7870525854
30'
50'100'
50'100'50'55'
95'40'40'WETLAND 21
WETLAND 18
WETLAND 18
NORF
O
L
K
S
O
U
T
H
E
R
N
R
AI
L
R
O
A
D
BORE PIT
60'x15'
BORE PIT
60'x15'160'
JACK
AND
BORE
LI
D
A
R

D
A
T
A

2
0
1
3
S
U
R
V
E
Y

D
A
T
A

2
0
1
8
S
U
R
V
E
Y

D
A
T
A

2
0
1
8
LI
D
A
R

D
A
T
A

2
0
1
3
SURV
E
Y

D
A
T
A

2
0
1
8
LIDA
R

D
A
T
A

2
0
1
3
TB-2
TB-3 15'35'
430'55'
55'
60'
100'35'15'FOR ACCESS ROAD AR-002
SEE DRAWING# C-330-0001030
FOR RAILROAD CROSSING DETAIL
SEE DRAWING# C-330-0001021
RMU: RR CROSSING,
(3) #12 WIRES
ADD BOUYANCY
CONTROL MEASURES153+0054+0055+0
0
56+0
0
57+0
0
58+0
0
59+0
0
60+0
0
61
+
0
0
62
+
0
0
63
+
0
0
64
+
0
0
65
+
0
0
66
+
0
0
67
+
0
0
810
820
830
840
850
810
820
830
840
850
53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50
800 800
52+50
PARTIALLY WEATHERED
ROCK: SILTY SAND (SM)
RESIDUUM: SILTY SAND (SM)
PARTIALLY WEATHERED
ROCK: SILTY SAND (SM)
SILTY SAND (SM)
RESIDUUM: SANDY CLAY (CL)
TOPSOIL
SILTY SAND (SM)
SANDY SILT (ML)
RESIDUUM: SILTY SAND (SM)
FILL: SILTY SAND (SM)
FILL: CLAYEY SAND (SC)
Gravel - 1 inch 54+97 P.I.90° HORZ. BEND60+42 P.I.45° VERT. BEND53+42EDGE OF R.O.W.54+72EDGE OF R.O.W.54+27CL DITCH53+92CL DITCH54+07 CL NORFOLKSOUTHERN TRACKS63+47ENTER WETLAND 1864+62EXIT WETLAND 1853+30FACE OF BORE PIT54+84FACE OF BORE PIT10' MIN
BORE PIT
60'x15'
BORE PIT
60'x15'160' JACK AND BORE
5' MIN 5' MIN
EXISTING
GRADE
3.5' MIN
3.5' MIN
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001005 D
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CXR
DRG KAO CXR
DRG JSW CXR
0435
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg 6/14/2019 10:40 AM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/ACXR
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIG
MATCHLINE
SEE SHEET 06
MATCHLINESEE SHEET 08STA:52+50 TO STA:66+50 MATCHLINESEE SHEET 08MATCHLINESEE SHEET 0653+42 EDGE
OF R.
O.
W.54+07 CL
OF N
O
RF
OLK
54+47 EDGE
OF R.
O.
W.54+97 P.I. 90° HORZ BEN
D
60+42 P.I. 45° HORZ. BEND63+46 ENTER WETLAND 1864+61 EXIT WETLAND 18 SOUT
HE
R
N
RAIL
R
OA
D
54+07 PROPERTY LINE13001250NORFOLK SOUTHERN
RAILROAD
JACK AND BORE OPEN CUTOPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE/PC, ERW,BE, DM-ST-2000
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000
8308
4
0
8
3
0 830840 830820 820810810 800
810
790800
820 ⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊84
0
83
0830 830820810800800
790
1350
PIN: 7870539801
PIN: 78

1300
PIN: 7870707931
1275
PIN: 7870525854
1300
PIN: 7870707931
1300
PIN: 787070793140'50'15'50'35'15'75'25'50'40'35'15'30'WETLAND 16
WETLAND 16
1325
PIN: 7870636372
LIDAR DATA 2013
SURVEY DATA 2018
LIDAR D
A
T
A

2
0
1
3
SURVEY
D
A
T
A

2
0
1
8
SURVEY DATA 2018
LIDAR DATA 2013
WETLAND 17
WETLAND 1725'90'110'15'15'ADD BOUYANCY
CONTROL MEASURES
ADD BOUYANCY
CONTROL MEASURES
66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00
790
800
810
820
830
840
850
790
800
810
820
830
840
850
67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00 80+50 81+00 81+5066+87ENTER WETLAND 1768+39EXIT WETLAND 1778+33ENTER WETLAND 1678+47EXIT WETLAND 1666+50
EXISTING
GRADE
3.5' MIN
3.5' MIN
3.5' MIN
3.5' MIN
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001006 D
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CXR
DRG KAO CXR
DRG JSW CXR
0435
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg 6/14/2019 10:43 AM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/ACXR
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIGMATCHLINESEE SHEET 07MATCHLINESEE SHEET 09STA:66+50 TO STA:81+50 MATCHLINESEE SHEET 091300
MATCHLINESEE SHEET 0778+46 EXIT WETLAND 1678+32 ENTER WETLAND 1679+15 OVERHEAD POWER LINE79+19 PROPERTY LINE1325
OPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-200068+39 EXIT WETLAND 1766+87 ENTE
R
WETLA
N
D 17
800
78
0
800
790
8
0
0 8007907907807807707
8
0
790
790⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊790790 7907807707707
7
0
790
7
8
0
780780 SSSST1525
PIN: 7870641843
1450
PIN: 7870643210
1475
PIN: 7870648304
1400
PIN: 7870634957
1500
PIN: 7870657085
1375
PIN: 7870632781
1325
PIN: 7870636372
1425
PIN: 7870649126
1500
PIN: 7870657085
1525
PIN: 787
0
6
4
1
8
4
3
35'15'30'50'30'25'7
0
'
13
0
'
40'15'6
5
'25'25'
50'
140'150'30'50'
15'
35'
30'DUKE ENERGY150' UTILITY EASEMENTWETLAND 14
WETLAND 15
WETLAND 15
STREAM 16S
T
R
E
A
M

1
6
BUILDING
BUILDINGSHEDAPPOMATT
OX
R
OA
D (S
R-3621)
BORE PIT
60'x15'
BORE PIT
60'x15'
8
0
'

J
A
C
K
A
N
D

B
O
R
E
LIDAR

D
A
T
A

2
0
1
3
SURVE
Y

D
A
T
A

2
0
1
8
SURVE
Y

D
A
T
A

2
0
1
8
LIDAR
D
A
T
A

2
0
1
3 LIDAR DATA
2013SURVEY DATA
2018
SURVEY

D
A
T
A

2
0
1
8
LIDAR D
A
T
A

2
0
1
3
1500
PIN: 7870657085
1350
PIN: 7870539801
100'25'155'81°81°70'
FOR APPOMATTOX ROAD (SR-3621) CROSSING
SEE EXHIBIT 2 DWG# C-330-0001021
FOR SANITARY SEWER
ENCHROACHMENT SEE
DRAWING SANSEW-001
TEST STATION, BIG FINK:
(3) #12 WIRES.
SEE DRAWING C-330-0001044
TEST STATION, BIG FINK:
(3) #12 WIRES.
SEE DRAWING C-330-0001044
ADD BOUYANCY
CONTROL MEASURES
ADD BOUYANCY
CONTROL MEASURES
81+00 82+00 83+00
8
4
+
0
0
85
+
0
0
86
+
0
0
87+00
88+00
89+00
90+00
91+00
92+00
93+0
0
94+00
95+0096+0097+00
98+00
99+00
760
770
780
790
800
810
760
770
780
790
800
810
82+00 82+50 83+00 83+50 84+00 84+50 85+00 85+50 86+00 86+50 87+00 87+50 88+00 88+50 89+00 89+50 90+00 90+50 91+00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 95+50 96+0083+52 P.I.45° HORZ. BEND84+98 P.I.22.5° HORZ. BEND86+73 P.I.45° HORZ. BEND92+20 P.I.45° HORZ. BEND94+26 P.I.90° HORZ. BEND82+13ENTER WETLAND 1582+45ENTER WETLAND 1582+28EXIT WETLAND 1582+49EXIT WETLAND 1583+71EDGE OF R.O.W.84+31EDGE OF R.O.W.83+82CL DITCH84+21CL DITCH83+89EDGE OF ROAD84+12EDGE OF ROAD84+01CL APPOMATTOX ROAD93+47CL STREAM 1693+78SANITARY SEWER R.O.W.93+99SANITARY SEWER R.O.W.93+91CL SANITARY SEWER94+73 DUKE ENERGYUTILITY EASEMENT86+38FACE OF BORE PIT83+64FACE OF BORE PIT93+2345° VERT. BEND93+3145° VERT. BEND93+6445° VERT. BEND93+7545° HORZ. BEND81+50
80' JACK AND BORE
BORE PIT
60'x15'
BORE PIT
60'x15'
5' MIN
4' MIN
5' MIN
5' MIN
EXISTING
GRADE
3.5' MIN 3.5' MIN
5' MIN
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001007 D
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CXR
DRG KAO CXR
DRG JSW CXR
0435
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg 6/14/2019 10:46 AM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/ACXR
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIGMATCHLINESEE SHEET 08MATCHLINESEE SHEET 10STA:81+50 TO STA:96+00 MATCHLINESEE SHEET 101500
MATCHLINESEE SHEET 0815251500147514251325APPOMATTOX ROAD
(SR-3621)82+13 ENTER WETLAND 1582+27 EXIT WETLAND 1582+44 ENTER WETLAND 1582+48 EXIT WETLAND 1583+51 P.I. 45° HORZ. BEND83+70 EDGE
OF
R.
O.
W.83+88 EDGE OF ROAD84+00 CL APPOMATTOX ROAD84+11 EDGE OF ROAD84+30 EDGE OF R.O.W.84+97 P.I. 2212° HORZ. BEND86+73 P.I. 45° HORZ. BEND92+19 P.I. 1114° HORZ. BEND94+25 P.I. 90° HORZ. BEND96+09 EX. SANITA
RY SE
WE
R
93+55 1114° VERT. BE
ND
93+45 CL OF STREAM 1084+00 PROPERTY LINE83+79 OVERHEAD POWER LINE84+26 TELEPHONE LINE90+98 PROPERTY LINE91+38 PROPE
RTY LI
NE
93+91 PROPERTY LINE95+27 OVE
R
HEA
D P
O
WE
R LI
NE
95+50 PROPERTY LINE95+67 OVERHEAD POWER LINE94+72 EDGE DUKE EASEMENT96+23 EDGE
D
UKE EASE
ME
NT
JACK AND BORE OPEN CUTOPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE/PC, ERW,BE, DM-ST-2000
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000 93+21 45° VERT. BEND93+29 45° VERT. BEND93+62 45° VERT. BEND93+73 45° VERT. BEND
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊77079
0
7807707
9
0 8008
0
0
8
2
0
8
1
0
8208107707707707907807807908008
1
0810 8208
2
0 810ZONE 2ZONE 1XXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSSSC
SFOSFO2
93+00
94+00
95+0096+0097+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00106+00107+00 108+00 109+00 110+00 111+00 112+00 113+00
1600
PIN: 7870653758
1575
PIN: 7870559416
1550
PIN: 7870652607
1525
PIN: 7870641843
1525
PIN: 7870641843
1500
PIN: 7870657085150'50'15'
35'30'30'50'15'35'25'70'110'70'105'155'25'50'30'15'25'20'160'55'DUKE ENERGY150' UTILITY EASEMENTDUKE ENERGY150' UTILITY EASEMENTSTREAM 16S
T
R
E
AM

1
6STREAM 16
EXISTING
TOWER
EXISTING
TOWER NEELEY
ROAD

(SR
-3418
)
BORE PIT
60'x15'
86' JACK
AND BORELIDAR DATA 2013SURVEY DATA 2018SURVEY DATA 2018
LIDAR DATA 2013
LIDAR DATA 2013
SURVEY DATA 2018
SURVEY DATA 2018LIDAR DATA 20131500PIN:
7
8
7
0
6
5
7
0
8
581°81°9
0
°
9
0
°
FOR SANITARY SEWER ENCHROACHMENT
SEE DRAWING SANSEW-001
770
780
790
800
810
820
830
770
780
790
800
810
820
830
96+50 97+00 97+50 98+00 98+50 99+00 99+50 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 110+5096+60 P.I.90° HORZ. BEND104+73 P.I.90° HORZ. BEND106+73 P.I.90° HORZ. BEND96+24 DUKE ENERGYUTILITY EASEMENT105+08 DUKE ENERGYUTILITY EASEMENT106+58 DUKE ENERGYUTILITY EASEMENT96+00
5' MIN
EXISTING
GRADE 5' MIN
97+00 APPROX.BEGIN OF 5' DEPTH5' MIN
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001008 0
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG KAO -0435
10700
0214646
DRG
10/17/2018003/18/2018 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0631772\C-330-0001001-1010.dwg 3/14/2019 1:15 PM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/AKAO
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIGMATCHLINESEE SHEET 09MATCHLINESEE SHEET 11STA:96+00 TO STA:110+50MATCHLINESEE SHEET 111500
104+72 P.I. 90° HORZ. BEND106+72 P.I. 90° HORZ. BENDMATCHLINESEE SHEET 09103+84 FENCE
105+62 OVERHEAD LINE105+76 FENCE
105+83 PROPE
RTY LINE106+06 OVE
RHEAD LI
NE
105+07 EGDE DUKE EASEMENT106+57 EGDE DUKE EASEMENT96+59 P.I. 90° HORZ. BEND1550 1575 1550
108+89 FENCE
108+76 PROPERTY LINEOPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000
820820 820
810800790790800790810800
810820820⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊810
810800
790
790
790800
810
810
820820
XXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXROAD CURVE SIGN
1725
PIN: 7870578131
1700
PIN: 7870567343
1650
PIN: 7870569175
1675
PIN: 78706613331600
PIN: 7870653758
AR-003AR-003A1725
PIN: 7870578131
20'160'
165'
20'55'
90'25'50'30'25'85'40'25'95'15'15'35'35'15'50'30'25'DUKE ENERGY150' UTILITY EASEMENTDUKE ENERGY150' UTILITY EASEMENTWETLAND 12
WETLAND 13
WETLAND 12
OPEN POND 2
STREAM

1
5
EXISTING
TOWER
EXISTING
TOWER
WO
O
D
BAR
N
WOOD
BARN
NEELEY
ROAD

(SR
-3418
)
BORE PIT
60'x15'
BORE PIT
60'x15'
86' JACK
AND BORE
SURVEY DATA 2018
LIDAR DATA 2013
LIDAR
D
A
T
A

2
0
1
3
SURV
E
Y

D
A
T
A

2
0
1
8
LIDAR

D
A
T
A

2
0
1
3
SURVE
Y

D
A
T
A

2
0
1
8
35'
FOR ACCESS ROAD AR-003
SEE DRAWING# C-330-0001031FOR NEELY ROAD (SR-3418) CROSSING
SEE EXHIBIT 3 DWG# C-330-0001021
TEST STATION, BIG FINK:
(3) #12 WIRES.
SEE DRAWING C-330-0001044
TEST STATION, BIG FINK:
(3) #12 WIRES.
SEE DRAWING C-330-0001044
ADD BOUYANCY
CONTROL MEASURES
110+00
111+00
112+00
113+00
114+00
115+00
116+00
117+00
118+00
119+00
120+00
121+00
122+00
123+00
124+00
125+00
126+00
128+00780
790
800
810
820
830
840
780
790
800
810
820
830
840
111+00 111+50 112+00 112+50 113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+50 118+00 118+50 119+00 119+50 120+00 120+50 121+00 121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00 125+50120+23 P.I.1114° HORZ. BEND112+01EDGE OF R.O.W.112+68EDGE OF R.O.W.112+14CL DITCH112+53CL DITCH112+43EDGE OF ROAD112+21EDGE OF ROAD112+32CL NEELEY ROAD118+24CL STREAM 15118+52ENTER WETLAND 12119+49EXIT WETLAND 12112+75FACE OF BORE PIT111+95FACE OF BORE PIT110+50 119+50 APPROX.BEGIN OF5' DEPTH111+00 APPROX.END OF 5' DEPTH86' JACK AND BOREBORE PIT
60'x15'BORE PIT
60'x15'
5' MIN4' MIN
4' MIN
5' MIN
5' MIN
5' MIN 118+3445° VERT. BEND118+3745° VERT. BEND118+1545° VERT. BEND118+1345° VERT. BENDEXISTING
GRADE
3.5' MIN
5' MIN
EXISTING
GRADE
5' MIN
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001009 D
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CXR
DRG KAO CXR
DRG JSW CXR
0435
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg 6/14/2019 10:48 AM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/ACXR
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIGMATCHLINESEE SHEET 10MATCHLINESEE SHEET 12STA:110+50 TO STA:125+50 MATCHLINESEE SHEET 121725
MATCHLINESEE SHEET 101700167516001650NEELEY ROAD
(SR-3418)112+01 EDGE OF R.O.W.112+20 EDGE OF ROAD112+31 CL NEELEY ROAD112+42 EDGE OF ROAD112+67 EDGE OF R.O.W.120+22 P.I. 1114° HORZ. BEND119+48 EXIT WETLA
N
D 13118+51 ENTE
R
WETLAN
D 13118+32 CL OF STREAM 15111+96 FENCE112+10 OVERHEAD LINE115+51 PROPERTY LINE118+55 PROPERTY LINE119+26 PROPERTY LINEOPEN CUTJACK AND BOREOPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE/PC, ERW,BE, DM-ST-2000
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000118+34 45° VERT. BEND118+36 45° VERT. BEND118+14 45° VERT. BEND118+12 45° VERT. BEND
820790810800
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊⅊⅊820820810800790
790790XXXXXXX1775
PIN: 7870577824
1750
PIN: 7870576676
1800
PIN: 787
0
6
8
5
2
3
4
1750
PIN: 7870576676
1750
PIN: 787057667625'130'105'
25'
245'
105'15'50'55'15'35'DUKE ENERGY150'
UT
IL
ITY
EASEMENT
STRE
A
M

1
3
S
T
R
E
A
M

1
4
STRE
A
M

1
1
STREAM 13STREAM 13EXISTING
TOWER
1725
PIN: 7870578131
SURVEY DATA 2018
LIDAR DATA 2013
LIDAR

D
A
T
A

2
0
1
3
SURV
E
Y

D
A
T
A

2
0
1
8
35'
90°
90°
125+
0
0
126+
0
0
127+00128+00129+00 130+00 131+00
132+
0
0
133+
0
0
134+
0
0
780
790
800
810
820
830
840
780
790
800
810
820
830
840
126+00 126+50 127+00 127+50 128+00 128+50 129+00 129+50 130+00 130+50 131+00 131+50 132+00 132+50 133+00 133+50 134+00 134+50 135+00 135+50 136+00 136+50 137+00 137+50 138+00 138+50 139+00 139+50 140+00 140+50126+29 P.I.90° HORZ. BEND128+43 P.I.45° HORZ. BEND131+37 P.I.1114° HORZ. BEND139+61 P.I.90° HORZ. BEND126+44 DUKEENERGYUTILITYEASEMENT127+94 DUKEENERGYUTILITYEASEMENT132+89CL STREAM 13125+50 130+71 P.I.1114° VERT. BEND132+7945° VERT. BEND132+7645° VERT. BEND132+9945° VERT. BEND133+0345° VERT. BEND134+96 P.I.1114° VERT. BEND130+50 APPROX.END OF 5' DEPTH5' MIN
EXISTING
GRADE
3.5' MIN
3.5' MIN
3.5' MIN
5' MIN
5' MIN 790800810
820 820
8
0
0
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊790
790 7908
0
0 800810
810
81
0
XXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
XXXXPIN: 78

1850
PIN: 7870680732
1
7
7
5
P
I
N
:

7
8
7
0
5
7
7
8
2
4
1860
PIN: 7870682423
1835
PIN: 7870682215
18
0
0
PI
N
:

7
8
7
0
6
8
5
2
3
4
AR-0
0
4
1825
PIN: 7870585116
1800
PIN: 787068523410'30'15'50'15'35'115'55'105'25'DUKE ENERGY150' UTILITY EASEMENTWETLAND 11 WETLAND 10
STREA
M

1
3STREAM 14STREA
M

1
1
STREAM 1
2STREAM 13STREAM 11
SURV
E
Y

D
A
T
A

2
0
1
8
LIDAR
D
A
T
A

2
0
1
3
LIDA
R

D
A
T
A

2
0
1
3
SURV
E
Y

D
A
T
A

2
0
1
8
90°90°
FOR ACCESS ROAD AR-004
SEE DRAWING# C-330-0001031
RMU: (3)
#12 WIRES
134+0
0
135+00
136+00
137+00
138+00
139+00 140+00141+00142+00DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001010 D
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CXR
DRG KAO CXR
DRG JSW CXR
0435
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg 6/14/2019 10:52 AM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/ACXR
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIGMATCHLINESEE SHEET 11MATCHLINE
SEE SHEET 13
STA:125+50 TO STA:140+50MATCHLINESEE SHEET RIGHTMATCHLINESEE SHEET LEFTMATCHLINESEE SHEET 131850
MATCHLINESEE SHEET 11182518351800177517501725
139+60 P.I. 90° HO
RZ. BEN
D
134+97 P.I. 1114° VERT. BEND132+90 CL OF ST
REA
M 13131+37 P.I. 2212° HORZ. BEND130+61 P.I. 1114° VERT. BEND128+43 P.I. 45° HORZ. BEND126+29 P.I. 90° HORZ. BEND126+44 EDGE DUKE EASEMENT126+99 OVERHEAD LINE127+38 OVERHEAD LINE127+94 EDGE DUKE EASEMENT130+50 PROPERTY LINE132+50 PROPERTY LINE134+23 PROPERTY LINE136+75 PROPERTY LINE137+44 PROPERTY LINE138+61 PROPERTY LINEOPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000132+76 45° VERT. BE
ND
132+78 45° VERT. BE
N
D
132+99 45° VERT. BEND133+02 45° VERT. BEND
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊8208
3
0 840830
8408408
4
0
830830820820800810
810
82
0
830840840830820820XXXXXXXXXXXXXXXXXXXXXX XXXXX
X
X
X
X
X
X
X X X X X X X X X X X X
X
X
X
X
X
X
X
X
SFO138+00 139+00 140+00141+00142+00143+00
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
2550
PIN: 7871502281
2500
PIN: 7870594458
2475
PIN: 7870597436
2465
PIN: 7870585939
1925
PIN: 7870586731
1900
PIN: 7870587667
1875
PIN: 7870589713
1825
PIN: 7870585116
PIN: 7870585
1
1
6
1900
PIN: 7870587667 2525
PIN: 7871604478
115'55'105'25'30'50'15'35'80'90'
335'30'50'15'35'25'50'15'DUKE ENERGY150' UTILITY EASEMENTDUKE ENERGY150' UTILITY EASEMENTWETLAND 10
STREAM 10EXISTING
TOWER
EXISTING
TOWER
ALUMINUM
BARN
RYEGATE DRIVE (SR-3417)BORE PIT
60'x15'
BORE PIT
60'x15'
81' JACK
AND BORE
1850
PIN: 7870680732
LIDAR DATA 2013
SURVEY DATA 2018
LIDAR DATA 2013SURVEY DATA 2018SURVEY DATA 2018
LIDAR DATA 2013
LIDAR DATA 2013
SURVEY DATA 2018
SURVEY DATA
2
0
1
8
LIDAR DATA 20
1
3
2475
PIN: 7870597436
9
0
°
9
0
°
BUILDINGS TO BE DEMOLISHED
PRIOR TO CONSTRUCTION
BUILDINGS TO BE DEMOLISHED
PRIOR TO CONSTRUCTION
FOR RYEGATE DRIVE (SR-3417) CROSSING
SEE EXHIBIT 4 DWG# C-330-0001021
810
820
830
840
850
860
870
810
820
830
840
850
860
870
141+00 141+50 142+00 142+50 143+00 143+50 144+00 144+50 145+00 145+50 146+00 146+50 147+00 147+50 148+00 148+50 149+00 149+50 150+00 150+50 151+00 151+50 152+00 152+50 153+00 153+50 154+00 154+50 155+00 155+50142+95 P.I.90° HORZ. BEND141+10DUKE ENERGY UTILITY EASEMENT142+60DUKE ENERGY UTILITY EASEMENT149+72EDGE OF R.O.W.150+33EDGE OF R.O.W.149+92EDGE OF ROAD150+13EDGE OF ROAD150+02CL RYEGATE DRIVE150+40FACE OF BORE PIT149+65FACE OF BORE PIT140+50
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001011 0
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG KAO -0435
10700
0214646
DRG
10/17/2018003/18/2018 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0631772\C-330-0001011-1020.dwg 3/11/2019 3:58 PM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/AKAO
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIG
MATCHLINE
SEE SHEET 12 MATCHLINESEE SHEET 14STA:140+50 TO STA:155+50 MATCHLINESEE SHEET 14MATCHLINESEE SHEET 12142+94 P.I. 90° HORZ. BEND149+71 EDGE
OF
R.
O.
W.149+91 EDGE
OF
R
OA
D
150+01 CL OF RYGATE DRIVE150+12 EDGE
OF
R
OA
D
150+17 CL OF DITCH150+32 EDGE OF R.O.W.2475250024751925190018751850RYEGATE DRIVE
(SR-3417)140+83 PROPERTY LI
NE
141+09 EDGE DUKE EASEMENT141+66 OVERHEAD LINE142+03 OVE
R
HEA
D LI
NE
142+59 EDGE DUKE EASEMENT142+38 PROPERTY LINE146+65 PROPERTY LINE150+01 PROPE
RTY LI
NE
150+33 PROPERTY LINE154+40 PROPE
RTY LI
NE
154+77 PROPERTY LI
NE
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000
JACK AND BOREOPEN CUT OPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE/PCERW,BE, DM-ST-2000
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000150+37 OVE
RHEA
D P
O
WE
R LI
NE
830820820810
820
800
810820820
810 810800810
800
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊830820810810
820 820820810810 800800800
810
810 810
X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
2550
PIN: 7871502281
2525
PIN: 7871604478
2550
PIN: 7871502281
2525
PIN: 7871604478
2575
PIN: 7871416291
35'25'50'25'50'15'50'30'15'35'15'DUKE ENERGY150' UTILITY EASEMENTWETLAND 9
WETLAND 9STREAM 10STREAM 10
EXISTING
TOWER
LIDAR DATA 2013
SURVEY DATA 2018
SURVEY DATA 2018
LIDAR DATA 2013 SURVEY DATA 2018
LIDAR DATA 2013
LIDAR DATA 2013
SURVEY DATA 2018
2475
PIN: 7870597436
30'ADD BOUYANCY
CONTROL MEASURES
ADD BOUYANCY
CONTROL MEASURES
3
155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00
790
800
810
820
830
840
790
800
810
820
830
840
156+00 156+50 157+00 157+50 158+00 158+50 159+00 159+50 160+00 160+50 161+00 161+50 162+00 162+50 163+00 163+50 164+00 164+50 165+00 165+50 166+00 166+50 167+00 167+50 168+00 168+50 169+00 169+50 170+00 170+50157+48CL STREAM 10166+57ENTER WETLAND 9167+60EXIT WETLAND 9155+50 157+3845° VERT. BEND157+3445° VERT. BEND157+5845° VERT. BEND157+6145° VERT. BEND5' MIN
3.5' MIN
EXISTING
GRADE
3.5' MIN
3.5' MIN
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001012 D
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CXR
DRG KAO CXR
DRG JSW CXR
0435
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg 6/14/2019 10:54 AM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/ACXR
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIGMATCHLINESEE SHEET 13MATCHLINESEE SHEET 15STA:155+50 TO STA:170+50 MATCHLINESEE SHEET 152575
157+47 CL OF STREAM 10166+56 ENTER WETLAND 9167+59 EXIT WETLAND 9MATCHLINESEE SHEET 1325502475
156+25 PROPE
RTY LI
NE
165+23 PROPE
RTY LI
NE
OPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE,ERW,BE, DM-ST-2000157+37 45° VERT. BEND157+34 45° VERT. BEND157+57 45° VERT. BEND157+60 45° VERT. BEN
D
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊820 810820
810
800
810
820810800810170+00 171+00 172+00 173+00 174+00 175+00 176+00177+0050'55'
EXISTING
TOWER NESBIT ROAD (SR-3415)LIDAR DATA 2013
SURVEY DATA 2018
SURVEY DATA 2018
LIDAR DATA 2013
2575
PIN: 7871416291
50'30'15'35'770
780
790
800
810
820
830
770
780
790
800
810
820
830
171+00 171+50 172+00 172+50 173+00 173+50 174+00 174+50 175+00 175+50 176+00 176+50 177+00 177+50 178+00 178+50 179+00 179+50 180+00 180+50 181+00 181+50 182+00 182+50 183+00 183+50175+50 P.I.90° HORZ. BEND183+18ENTER WETLAND 8183+37EXIT WETLAND 8⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊810 8008
1
0 800790
780790780770770810800790780780790
800 ZONE 2SFOWC SC177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+0055'15'30'50'15'35'STREAM 9NESBIT ROAD (SR-3415)
2575
PIN: 7871416291
LIDAR DATA 2013
SURVEY DATA 2018
SURVEY DATA 2018
LIDAR DATA 2013
WETLAND 8
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001013 0
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG KAO -0435
10700
0214646
DRG
10/17/2018003/18/2018 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0631772\C-330-0001011-1020.dwg 3/11/2019 4:00 PM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/AKAO
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIGMATCHLINESEE SHEET 14MATCHLINESEE SHEET 16STA:170+50 TO STA:183+50
MATCHLINE
SEE SHEET RIGHT
MATCHLINESEE SHEET LEFT2575
175+50 P.I. 90° HORZ. BE
N
D
MATCHLINESEE SHEET 16MATCHLINESEE SHEET 14OPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000 183+17 ENTER WETLAND 8
770770
780770790780
790 800810
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊780 780790
800790
8108
0
0
15'160'25'120'165'STREAM 9NESBIT ROAD (SR-3415)
2575
PIN: 7871416291
2625
PIN: 7871424803
BORE PIT
60'x15'
BORE PIT
60'x15'90' JACKAND BORELIDAR DATA 2013
SURVEY DATA 2018
SURVEY DATA 2018
LIDAR DATA 2013
WETLAND 8
30'50'15'35'FOR NESBIT ROAD (SR-3416) CROSSING
SEE EXHIBIT 5 DWG# C-330-0001021
TEST STATION, BIG FINK:
(3) #12 WIRES.
SEE DRAWING C-330-0001044FOR ANODE BED DETAILS
SEE DRAWING C-330-0001040
ADD BOUYANCY
CONTROL MEASURES
ADD BOUYANCY
CONTROL MEASURES
183+00 184+00 185+00 186+00 187+00 188+00 189+00
190+00191+00760
770
780
790
800
810
820
760
770
780
790
800
810
820
184+00 184+50 185+00 185+50 186+00 186+50 187+00 187+50 188+00 188+50 189+00 189+50 190+00 190+50 191+00 191+50 192+00 192+50 193+00 193+50 194+00 194+50 195+00 195+50 196+00 196+50 197+00 197+50 198+00 198+50189+95 P.I.90° HORZ. BEND183+76CL STREAM 9190+06CL DITCH190+57CL DITCH190+10EDGE OF R.O.W.190+70EDGE OF R.O.W.190+27EDGE OF ROAD190+47EDGE OF ROAD190+37CL NESBIT ROAD194+29CL STREAM 21190+89 FACEOF BORE PIT192+20FACE OF BORE PIT183+9145° VERT. BEND183+9245° VERT. BEND183+6645° VERT. BEND183+6445° VERT. BEND5' MIN
90' JACK AND BOREBORE PIT
60'x15'
BORE PIT
60'x15'
5' MIN
4' MIN
5' MIN
5' MIN
EXISTING
GRADE
3.5' MIN 194+1945° VERT. BEND194+1645° VERT. BEND194+4345° VERT. BEND194+3945° VERT. BENDEXISTING
GRADE
3.5' MIN
3.5' MIN
5' MIN
183+50
810 800
790800 810820
800⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊810 800800800810X
XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
2650
PIN: 7871331237
2600
PIN: 7871410995
165'25'50'15'15'2625
PIN: 7871424803
BORE PIT
60'x15'
LIDAR DATA 2013
SURVEY DATA 2018
SURVEY DATA 2018
LIDAR DATA 2013
WETLAND 7 35'STREAM 21TEST STATION, BIG FINK:
(3) #12 WIRES.
SEE DRAWING C-330-0001044
ADD BOUYANCY
CONTROL MEASURES
191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001014 D
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CXR
DRG KAO CXR
DRG JSW CXR
0435
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg 6/14/2019 10:55 AM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/ACXR
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIGMATCHLINESEE SHEET 15MATCHLINESEE SHEET 17STA:183+50 TO STA:198+50
MATCHLINE
SEE SHEET RIGHT MATCHLINESEE SHEET LEFTMATCHLINESEE SHEET 172625
MATCHLINESEE SHEET 152575 NESBIT ROAD
(SR-3415)183+76 CL OF STREAM 9189+94 P.I. 90° HORZ. BEND190+09 EDGE OF R.O.W.190+26 EDGE
OF
R
OA
D
190+36 CL NESBIT ROAD190+46 EDGE OF ROAD190+57 CL OF DITCH190+69 EDGE OF R.O.W.194+23 P.I. 1114° VERT. BEND194+29 CL DITCH190+36 PROPE
RTY LI
NE
OPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000
JACK AND BORE
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE/PC, ERW,BE, DM-ST-2000
OPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000183+65 45° VERT. BEND183+62 45° VERT. BEND183+94 45° VERT. BEND183+96 45° VERT. BEND183+36 EXIT WETLAND 8190+77 OVE
R
HEA
D P
O
WE
R LI
NE
820
8
0
0
810
800790810
800
7
9
0
800 7907
9
0 790790⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊810800800
800
790
800
810
790
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXX
//////////////////////////////////////////2650
PIN: 7871331237
2625
PIN: 7871424803
2650
PIN: 7871331237
2625
PIN: 787142480365'40'110'50'50'15'235'155'15'25'50'
COLONIA
L
EASEME
N
T
COLONIAL PIPELINE "LINE 24"
(8" DIAMETER)
COLONIAL PIPELINE "LINE 23"
(8" DIAMETER)
COLONIAL PIPELINE "LINE 22"
(16" DIAMETER)
50'65'87' JACK
AND BORE
2675
PIN: 7871446512
LIDAR
D
A
T
A

2
0
1
3
SURVE
Y

D
A
T
A

2
0
1
8
LIDAR DATA 2013
SURVEY DATA 2018
SURVEY DAT
A

2
0
1
8
LIDAR DATA 2
0
1
3
WETLAND 4
WETLAND 5
WETLAND 6
BORE PIT
60'x15'BORE PIT
60'x15'
SEE COLONIAL PIPELINE
CROSSING DRAWING COLONIAL-001
RMU: (3) #12 WIRES
COMMON JUNCTION BOX: (2) #6 WIRES
INSTALLED ON CPL AT EACH CROSSING, (1)
PERMANENT REFERENCE CELL INSTALLED
BETWEEN PIPELINES AT EACH CROSSING.
CPL WILL PROVIDE COMMON JUNCTION BOX
AND WILL HAVE TECHNICIAN ON SITE TO
ASSIST WITH INSTALL. (TOTAL OF (6) #6 WIRES
AND (3) REFERENCE ANODES.
COUPON TEST STATION: (1) TEST LEADS TO BE
RUN JUST OUTSIDE ROW AND BROUGHT UP
INTO BIG FINK
4198+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+00212+00790
800
810
820
830
790
800
810
820
830
199+00 199+50 200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50 205+00 205+50 206+00 206+50 207+00 207+50 208+00 208+50 209+00 209+50 210+00 210+50 211+00 211+50 212+00 212+50210+92 P.I.90° HORZ. BEND205+308" COLONIAL PIPELINE205+408" COLONIAL PIPELINE205+5716" COLONIAL PIPELINE205+15COLONIAL EASEMENT205+04FACE OF BORE PIT205+66COLONIAL EASEMENT205+87FACE OF BORE PIT87' JACK
AND BOREBORE PIT
60'x15'BORE PIT
60'x15'
3' MIN
3' MIN
3' MIN
EXISTING
GRADE
3.5' MIN
EXISTING
GRADE
3.5' MIN
198+50
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001015 D
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CXR
DRG KAO CXR
DRG JSW CXR
0435
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg 6/14/2019 10:56 AM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/ACXR
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIGMATCHLINESEE SHEET 16MATCHLINE
SEE SHEET 18
STA:195+50 TO STA:212+50 MATCHLINESEE SHEET 182625
205+14 COLONIAL PIPELINE R.O.W.205+29 CL 8"
C
OL
O
NIAL
GAS LI
NE
205+42 CL 8" COLONIAL GAS LINE205+56 CL 16" COLONIAL GAS LINE205+65 COLONIAL PIPELINE R.O.W.210+91 P.I. 90° HORZ. BENDMATCHLINESEE SHEET 162625 COLONIAL PIPELINE
EASEMENT 2675
210+76 PROPERTY LINEOPEN CUT JACK AND BORE OPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE/PC, ERW,BE, DM-ST-2000
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000
800800800790780790780780790770790790 790780⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊8007908
0
0 8007
9
0
790780770770780790XXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
2675
PIN: 7871446512
2650
PIN: 7871331237
235'155'15'25'50'30'15'25'40'25
'40'25'65
'90'25'STREAM 8STREAM 8LIDAR DATA 2013
SURVEY DATA 2018
SURVEY DATA 2
0
1
8
LIDAR DATA 201
3
2700
PIN: 7871138906
WETLAND 4
ADD BOUYANCY
CONTROL MEASURES
4209+00210+00211+00
212+00
213+00
214+00
215+00
216+00
217+00
21
8
+
0
0
21
9
+
0
0
220+00221+00770
780
790
800
810
770
780
790
800
810
213+00 213+50 214+00 214+50 215+00 215+50 216+00 216+50 217+00 217+50 218+00 218+50 219+00 219+50 220+00 220+50217+00 P.I.45° HORZ. BEND219+97 P.I.45° HORZ. BEND217+77CL OF STREAM 3212+50 217+6445° VERT. BEND217+5845° VERT. BEND217+9445° VERT. BEND217+9045° VERT. BEND5' MIN
EXISTING
GRADE
3.5' MIN
3.5' MIN
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001016 D
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CXR
DRG KAO CXR
DRG JSW CXR
0435
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg 6/14/2019 12:39 PM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/ACXR
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIGMATCHLINESEE SHEET 17MATCH
L
I
N
E
SEE SH
E
E
T

1
9
STA:212+50 TO STA:220+50 MATCHLINESEE SHEET 192700
MATCHLINESEE SHEET 172675
217+77 CL OF STREAM 3217+57 45° VERT. BEND216+99 P.I. 45° HORZ. BE
ND
219+96 P.I. 45° HORZ. BEND219+07 PROPERTY LINEOPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000 217+64 45° VERT. BEND217+90 45° VERT. BEND
219+95 45° VERT. BEND
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg, C-330-0001016, 6/14/2019 12:38:49 PM, DGRIMM
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊790
770
7
8
0
7
9
0
7
8
0
7
8
0
7
7
0
7
6
0
77
0
7607
5
0
75
0
780770 790
790780
7707
6
0
750
750ZO
N
E

2ZONE
1 ZONE 2ZONE 1XXXXXXXXSFOSC219+00220+00
221+00
222+00
223+00
224+00
225+00
226+00
227+00
228+00
229+00
230+00
231+00232+00233+002710
PIN: 78713653122675
PIN: 7871446512
2700
PIN: 7871138906
2700
PIN: 7871138906
25'100'1
1
5
'50'30'15'2
5
'65'90'25'15'120'25'STREAM 7STREAM 8 STREAM 6STREAM 7LIDAR DATA 2013
SURVEY DATA 2018
SURVEY DATA 2018
LIDAR DATA 2013
750
760
770
780
790
800
750
760
770
780
790
800
221+00 221+50 222+00 222+50 223+00 223+50 224+00 224+50 225+00 225+50 226+00 226+50 227+00 227+50 228+00 228+50 229+00 229+50 230+00 230+50 231+00 231+50 232+00 232+50230+97 P.I.45° HORZ. BEND220+50
EXISTING
GRADE
3.5' MIN
EXISTING
GRADE
3.5' MIN
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001017 0
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG KAO -0435
10700
0214646
DRG
10/17/2018003/18/2018 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0631772\C-330-0001011-1020.dwg 3/15/2019 10:36 AM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/AKAO
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIGMATCHLINESEE SHEET 18MATCHLINESEE SHEET 20STA:220+50 TO STA:232+50MATCHLINESEE SHEET 202700
MATCHLINESEE SHEET 18230+96 P.I. 45° HORZ. BENDOPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000
750760760770780 7908
0
0 8007
7
0 780790800810820760
780
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊7
5
0 76077078079
0
800
770
790
790
800
800
750780
790
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XXXXXXXX2750
PIN: 7871271341
2720
PIN: 7871268178
2725
PIN: 7871143148
2700
PIN: 7871138906
CL OF DITCH
10'115'15'1
2
0
'25'25'100'50'30'15'20'STREAM 5STREAM 7S
T
R
E
A
M

5
STRE
A
M
4
STR
E
A
M

6STREAM 715'15'LIDAR DATA 2013
SURVEY DATA 2018
SURVEY DATA 2018
LIDAR DATA 2013
PIN: 7871

WETLAND 3
CL OF DITCH
ADD BOUYANCY
CONTROL MEASURES
ADD BOUYANCY
CONTROL MEASURES
2
3
2
+
0
0
2
3
3
+
0
0
2
3
4
+
0
0
235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00
750
760
770
780
790
800
810
750
760
770
780
790
800
810
233+00 233+50 234+00 234+50 235+00 235+50 236+00 236+50 237+00 237+50 238+00 238+50 239+00 239+50 240+00 240+50 241+00 241+50 242+00 242+50 243+00 243+50 244+00 244+50 245+00 245+50 246+00 246+50 247+00 247+50234+95 P.I.45° HORZ. BEND232+91CL STREAM 7237+95CL DITCH244+23ENTER WETLAND 3244+56EXIT WETLAND 3238+021114° VERT. BEND238+341114° VERT. BEND232+7345° VERT. BEND232+6945° VERT. BEND233+0845° VERT. BEND233+1445° VERT. BEND3.5' MIN
5' MIN
5' MIN
EXISTING
GRADE
EXISTING
GRADE
3.5' MIN
3.5' MIN
232+50
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001018 D
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CXR
DRG KAO CXR
DRG JSW CXR
0435
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg 6/14/2019 10:57 AM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/ACXR
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIGMATCHLINESEE SHEET 19MATCHLINESEE SHEET 21STA:232+50 TO STA:247+50 MATCHLINESEE SHEET 212750
MATCHLINESEE SHEET 1927202700
232+89 CL OF STREAM 7233+05 CL OF STREAM 7234+95 P.I. 45° HORZ. BE
N
D
237+94 CL
OF DIT
C
H
238+54 P.I. 1114° VERT. BEND244+22 ENTER WETLAND 3244+55 EXIT WETLAND 3234+70 PROPERTY LINE243+13 PROPERTY LINE243+13 FENCE
OPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000232+66 45° VERT. BEND232+73 45° VERT. BEND
233+07 45° VERT. BEN
D
233+15 45° VERT. BE
ND
820830820810 830
8108
1
0
840
83
0
8
4
0 ⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊800
810 820830
8308
3
0
82
0
820
830820
2825
PIN: 7871160038
2775
PIN: 7871155381
2775
PIN: 7871155381
2800
PIN: 7871056023
2850
PIN: 787106218
2AR-0052800
PIN: 787105602
3
50'30'15'25'90'
9
0
'25'25'4
0
'
115'
SHED
SHED15'15'SURVEY DATA 2018
LIDAR DATA 2013
SURVE
Y

D
A
T
A

2
0
1
8
LIDAR

D
A
T
A

2
0
1
3
LIDAR DATA 2013
SURVEY DATA 2018
LIDAR DATA 2013
SURVEY DATA 2018
2750
PIN: 7871271341
2725
PIN: 7871143148 STREAM 3WETLAND 3
15'25'CL OF DITCH
FOR ACCESS ROAD AR-005
SEE DRAWING# C-330-0001032
ADD BOUYANCY
CONTROL MEASURES
ADD BOUYANCY
CONTROL MEASURES
5247+00
248+00
249+00
250+00
251+00
252+00
253+00
254+00
255+00
256+00
257+00
2
5
8
+
0
0
2
5
9
+
0
0
2
6
0
+
0
0
2
6
1
+
0
0
262+00
263+00
264+00
800
810
820
830
840
850
800
810
820
830
840
850
248+00 248+50 249+00 249+50 250+00 250+50 251+00 251+50 252+00 252+50 253+00 253+50 254+00 254+50 255+00 255+50 256+00 256+50 257+00 257+50 258+00 258+50 259+00 259+50 260+00 260+50 261+00 261+50 262+00 262+50248+88 P.I.1114° HORZ. BEND253+38 P.I.1114° HORZ. BEND257+26 P.I.45° HORZ. BEND261+66 P.I.45° HORZ. BEND250+92ENTER WETLAND 3251+09EXIT WETLAND 3260+23CL STREAM 3247+50
5' MIN
251+25 APPROX.BEGINNING OF 5' DEPTH257+00 APPROX.END OF 5' DEPTH3.5' MIN
3.5' MIN
EXISTING
GRADE
260+0545° VERT. BEND259+9745° VERT. BEND260+3845° VERT. BEND260+4845° VERT. BEND5' MIN
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001019 D
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CXR
DRG KAO CXR
DRG JSW CXR
0435
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg 6/14/2019 10:57 AM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/ACXR
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIGMATCHLINESEE SHEET 20MATCHLINESEE SHEET 22STA:247+50 TO STA:262+50 MATCHLINESEE SHEET 222850282527752750
MATCHLINESEE SHEET 20261+66 P.I. 45° HO
RZ. BE
N
D
248+87 P.I. 1114° HORZ. BEND250+91 ENTER WETLAND 3251+09 EXIT WETLAND 3253+38 P.I. 1114° HORZ. BEND257+25 P.I. 45° HORZ. BEND259+54 P.I. 1114° VERT. BEND260+22 CL OF STREAM 3248+87 PROPE
RTY LI
NE
253+38 PROPERTY LINE261+45 PROPE
RTY LI
NE
OPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000 259+95 45° VERT. BEND260+04 45° VERT. BE
N
D
260+37 45° VERT. BE
ND
260+47 45° VERT. BE
N
D
840
830840 840840
81
0
820
810
8
3
0 8308
2
0
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊820
830820820820810
810
8
3
0
830
X
XXXXXXXXXXX
X
X
X
X
XXX
X
GASGASGASGASGASGASGASGASXXXX X
XX2850
PIN: 7871062182
2875
PIN: 7871064283
2800
PIN: 7871056023
2800
PIN: 787105602325'25'4
0
'
115'25'40'50'15'35'185'90'OPEN POND 1
STREAM 1STREAM 1STREAM 2S
T
R
E
A
M

2
WOOD
SHED
SHED SHED PLEASANT GARDEN ROAD (SR-3505)15'SEE PLEASANT GARDEN #2 RS
DRAWING M-330-0001002
SURVEY D
A
T
A

2
0
1
8
LIDAR DA
T
A

2
0
1
3
LIDA
R

D
A
T
A

2
0
1
3
SUR
V
E
Y

D
A
T
A

2
0
1
8
SURVEY DATA 2018LIDAR DATA 20132825
PIN: 7871160038
TB-115'25'CL OF DITCH
RMU: (3) #12 WIRES
BOND BOX: (2) #6 WIRES FROM LINE 450 AND
(2) #6 WIRES FROM DISTRIBUTION MAIN OUTLET.
ADD BOUYANCY
CONTROL MEASURES
ADD BOUYANCY
CONTROL MEASURES
5
2
6
0
+
0
0
2
6
1
+
0
0
262+00
263+00
264+00
265+00
266+00
267+00 267+73.47
810
820
830
840
850
810
820
830
840
850
263+00 263+50 264+00 264+50 265+00 265+50 266+00 266+50 267+00 267+50 268+00 268+50 269+00 269+50 270+00267+73LIMIT OF WORKTIE-IN PLEASANTGARDEN #2 RS263+27CL DITCH267+46CL STREAM 2263+37 P.I.1114° VERT. BEND263+17 P.I.1114° VERT. BEND267+3545° VERT. BEND267+3145° VERT. BEND267+5645° VERT. BEND267+6245° VERT. BENDEXISTING
GRADE
3.5' MIN
4' MIN
5' MIN
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
-C-330-0001020 D
1" = 50'PLEASANT GARDEN ROAD 12" LOOPING PROJECT
ALIGNMENT SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CXR
DRG KAO CXR
DRG JSW CXR
0435
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg 6/14/2019 10:59 AM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/ACXR
MATERIAL
CLASS/MAOP
CONST.
METHOD
OWNERSHIP
PLANSTATIONINGPROFILECOR. PRO.
CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
CLASS 3 / 1000 PSIGMATCHLINESEE SHEET 21STA:262+50 TO STA:267+74MATCHLINESEE SHEET 212850
263+17 CL DITCH263+27 P.I. 1114° VERT. BEND267+41 CL OF STREAM 2267+74 LIMIT OF 12" PIPELINEOPEN CUT
NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L
PSL-2 X 52, FBE, ERW,BE, DM-ST-2000 267+29 45° VERT. BEND
267+34 45° VERT. BEND267+61 45° VERT. BEND267+58 45° VERT. BEND
C:\pwworking\east01\d0770128\EXHIBIT 16.dwg, C-330-0001020, 6/14/2019 10:59:36 AM, DGRIMM
150+0051+0052+0053+0054+0055+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+0070+0071+0072+001250
1300
1275
1225 ⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊SFOSFOSCSFOWCWCMAT
MAT XDESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
C-330-0001030 0
1" = 50'
2-T-GBO-3518
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH 2331
10700
0214646
DRG
10/16/2018003/18/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0631772\C-330-0001030-1032.dwg 3/13/2019 3:18 PM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/AEH CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
ACCESS ROADS AR-001 & AR-002
ACCESS ROAD
AR-001
ACCESS ROAD
AR-002HUNT ROAD (SR-3402)APPOMAT
TOX
ROAD

(SR
-
3
6
2
1
)
N
O
R
F
O
L
K

S
O
U
T
H
E
R
N

R
A
I
L
R
O
A
D
PROPOSED 12" PIPELINE
Feet
0 100 200
1" = 100'
GRAPHICS
SCALE
PROPOSED GRAVEL IMPROVEMENTS
TO EXISTING DIRT LOGGING ROAD
EXISTING GRAVEL/CONCRETE
ACCESS ROAD (NO IMPROVEMENT)
PROPOSED GRAVEL ACCESS
ROAD TO BE INSTALLED
WETLAND 21
WETLAND 22
WETLAND 19
WETLAND 20
WETLAND 18
WETLAND 17
WETLAND 17A
STREAM 17
118+00119+00120+00121+00122+00123+00124+00125+00126+001
2
7
+
0
0
1
2
8
+
0
0
129+0
0
130+0
0
131+0
0 132+00133+00134+00135+00136+00137+00138+00139+00140+00141+00142+00143+00144+00145+00146+00147+00148+001925
1875
1850
1775
1750
1725
1710
1700
1860
1835
1730
1870
1865
1855
1825
1800
1900
⅊⅊⅊⅊⅊⅊
⅊⅊⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊⅊⅊⅊⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊SFO
SCWCSC SFOXXXXXXXXXXXXXXX
X
X
XX
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
C-330-0001031 0
1" = 50'
2-T-GBO-3518
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH 2331
10700
0214646
DRG
10/16/2018003/18/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0631772\C-330-0001030-1032.dwg 3/13/2019 3:17 PM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/AEH CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
ACCESS ROADS AR-003A, AR-003B, & AR-004
ACCESS ROAD
AR-003A & AR-003B
ACCESS ROAD
AR-004
ALLIANCE CHURCH ROAD (S.R. 0022)RYEGATE DR
IVE
PROPOSED 12" PIPELINE
Feet
0 100.0002 200.0004
FOR
E
S
T

ACR
E
S
C
IRC
L
E
FOREST
A
C
RES
CI
R
CLE
ACCESS ROAD
AR-003A
1" = 100'
GRAPHICS
SCALE
PROPOSED GRAVEL IMPROVEMENTS
TO EXISTING DIRT ROAD
PROPOSED IMPROVEMENTS
TO EXISTING DIRT/GRAVEL ROAD
WETLAND 13
WETLAND 12
WETLAND 12A
WETLAND 11
WETLAND 10
STREAM 11
STREAM 15
STREAM 14
STREAM 13
STREAM 13
STREAM 12
ACCESS ROAD
AR-003B
5240+00241+00242+00243+00244+00245+00246+00247+00248+00249+00250+00251+00252+00253+00254+00255+00256+00257+00258+00259+00260+00261+00262+00263+00264+00265+00266+00267+00267+73.472825
2775
2750
27252800
2850
2875
2830⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
⅊
⅊⅊⅊⅊⅊⅊⅊
⅊
⅊
⅊⅊⅊⅊SFOWCWCSCMAT
MAT
SCSFOSFOSFOSFO XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X
XXX X X X
XX
X XX X X
X XXXXXXXXXXXXXXXXXXXXXXX X
X XXXGATE XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGASGASGASGASXXXXXXXXXXX
XGASGASGASGAS
GASGASGASGASDESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
C-330-0001032 0
1" = 50'
2-T-GBO-3518
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH 2331
10700
0214646
DRG
10/16/2018003/18/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0631772\C-330-0001030-1032.dwg 3/13/2019 3:15 PM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/AEH CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
ACCESS ROAD AR-005
ACCESS ROAD
AR-005
RITTERS
L
A
K
E

R
O
A
D
PROPOSED 12" PIPELINE
Feet
0 100.0002 200.0004
RITTERS LAKE ROAD PLEASANT GARDEN ROAD1" = 100'
GRAPHICS
SCALE
PROPOSED GRAVEL ACCESS
ROAD TO BE INSTALLED
PROPOSED GRAVEL IMPROVEMENTS
TO EXISTING DIRT ROAD
WETLAND 1
WETLAND 2A
WETLAND 3
STREAM 5
STREAM 4
STREAM 4
STREAM 20
STREAM 2
STREAM 1
STREAM 3
WETLAND 3
***WATER WELL - NOT TO BE DISTURBED***
CULVERT NOTE:
CONTRACTOR TO REPLACE EXISTING 20-FOOT SECTION OF 18” CMP
WITH 20-FOOT SECTION OF 30” ADS IN-TWELVE PIPE AT A SLOPE
OF 1.0%. PIPE SHALL BE INSTALLED WITHIN FOOTPRINT OF EXISTING PIPE.
CONTRACTOR TO CONDUCT THE WORK IN THE DRY USING A PUMP-AROUND
BYPASS PER THE DETAIL ON DRAWING XXXXXXXXX. SEE DETAIL ON
DRAWING XXXXXXXX FOR A CROSS-SECTION AND PROFILE OF THE PIPE.
CULVERT DETAIL
SEE SHEET C-330-XXXXXXX
800790810810800 800800⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊186+00187+00188+00189+00190+00191+00192+00193+00194+00195+00X X XXXXXXXXXXXXX XXXXXXXXXXWETLAND 7
2600PIN: 78714109952625
PIN: 7871424803STREAM 21ANODE BED LAYOUT
NESBIT ROAD
ANODE BED EASEMENT423'15'100'25.0'200'100'15'30'
23.0'63'15'
PROPOSED 12" PIEDMONT
NATURAL GAS PIPELINE
SEE ALIGNMENT SHEET
PNG-C-330-0001014A
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
C-330-0001040 D
AS SHOWN
2-TR-GBO-6118
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CXR
DRG KAO CXR
DRG JSW CXR
2331
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0770128\Exhibit 16.anode.dwg 6/14/2019 12:48 PM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/AJSW CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
Feet
0 30 60
1" = 50'
GRAPHICS
SCALE
NOTE:
PLEASE REFERENCE THE CP REMEDIATION DESIGN
DRAWINGS PRODUCED BY MEARS GROUP, INC. DATED 4/18/19
C:\pwworking\east01\d0770128\Exhibit 16.anode.dwg, C-330-0001040, 6/14/2019 12:48:29 PM, DGRIMM1" = 30'
XXXXXXX X X
X X XXXXXXXXXXXX
XGATE XXXXEnC
EnB
EnC
EnD
EnB
EnD
PROFILE
HORIZ. SCALE: 1" = 20.00'
VERT. SCALE" 1" = 5.00'
820
830
820
830
0+00 0+50816.3816.30AR005.1STA 0+13.3430" OUT (SE) IE = 817.5040 LF

3
0
"

@

6
.
9
1
%AR005.2STA 0+53.1730" IN (NW) IE = 814.75STA 0+22.66, EL 824.62
STA 0+38.95, EL 824.62
CROSS SECTION
SECTION AR005-AR005
HORIZ. SCALE: 1" = 20.00'
VERT. SCALE" 1" = 5.00'
820
830
820
830
EXISTING GRADE
PROPOSED GRADE
PROPOSED
30" HDPE
CULVERT
EXISTING
18" CMP
CULVERT
CENTERLINE OF PROPOSED ROADWAY ⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊AR005.1
STA 0+13.34
30" OUT (SE) IE = 817.50
AR005.2
STA 0+53.17
30" IN (NW) IE = 814.75
40 LF 30" HDPE (PROPOSED)
0+00
0+652+00PT 1+76.83
PC 2+60.41
Mid
2
+
9
2
.
8
8
21 LF 18" CMP (EXISTING)
U/S INV: 817.33
D/S INV: 816.19
INSTALL FLARED END
SECTION PER DETAIL
1, THIS SHEET (TYP).
CONTRACTOR SHALL
ORIENTATE
STRUCTURE TO
DISCHARGE INTO THE
EXISTING DEFINED
STREAM THALWEG.
2:1
825
825
826830826
827
825823
824826827828829
825830
835
8
2
6
8
2
7
8
2
8
82
9
83
1
83
2
83
3
834
836
820
8
2
0
825
8
2
5
8
1
6
8
1
6
817
8
1
7
818
8
1
8
819
81
9
821
8
2
1
822
8
2
2
823
823
8
2
4
8
2
4
826
8
2
6
820
820
825
830
STREAM 20
16'
EXISTING
UNIMPROVED
ROADWAY
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
C-330-0001041 D
AS SHOWN
2-TR-GBO-6118
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG EH CXR
DRG EH CXR
DRG KAO CXR
DRG JSW CXR
2331
10700
0214646
DRG
10/16/2018A10/16/2018 30% SUBMITTAL
B 12/10/2018 60% SUBMITTAL
C 02/01/2019 90% SUBMITTAL
D 05/17/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0631772\C-330-0001041.dwg 5/10/2019 1:26 PM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/AJSW CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
AR-005 DETAILS
SOILS TABLE
NRCS
SYMBOL HSG
EnB C
EnC C
EnD C
HYDROLOGIC & HYDRAULIC SUMMARY
REFERENCE DATA
WATERSHED SCALE TOPOGRAPHY OBTAINED FROM
NORTH CAROLINA SPATIAL DATA DOWNLOAD, 2015.
DATA IS QUALITY LEVEL 2 (QL2). DETAILED FIELD
TOPOGRAPHY PROVIDED BY ENCOMPASS
SERVICES PLLC, 2018.
DRAINAGE AREA
9.10 AC
COVER TYPE
50% FOREST, GOOD (CN=0.25)
50% MEADOW, GOOD (CN=0.45)
COMPOSITE CN=0.35
NOAA ATLAS 14 RAINFALL (24-HOUR)
2-YR=3.43 IN
10-YR=4.94 IN
25-YR=5.83 IN
50-YR=6.54 IN
100-YR=7.26 IN
SOILS DATA
PEAK RATIONAL RATE
2-YR=5.46 CFS
10-YR=7.87 CFS
25-YR=9.28 CFS
50-YR=10.41 CFS
100-YR=11.56 CFS
PIPE DATA
41 LF 30" HDPE @ 6.91%
EMBEDMENT DEPTH=12-18"
HYDRAULIC DATA
Culvert
Discharge
(cfs)
Headwater
Elevation (ft)
Inlet Control
Depth(ft)
Normal Depth
(ft)
Critical Depth
(ft)
Outlet Depth
(ft)
Tailwater
Depth (ft)
Outlet
Velocity (ft/s)
Tailwater
Velocity (ft/s)
5.46 819.23 0.73 0.40 0.54 0.40 0.23 5.34 4.72
6.07 819.29 0.79 0.43 0.57 0.42 0.25 5.63 4.91
6.68 819.36 0.86 0.46 0.61 0.46 0.26 5.74 5.09
7.29 819.42 0.92 0.49 0.65 0.49 0.28 5.92 5.26
7.90 819.48 0.98 0.51 0.68 0.51 0.29 6.08 5.43
8.51 819.54 1.04 0.54 0.71 0.54 0.31 6.24 5.58
9.12 819.59 1.09 0.56 0.74 0.56 0.32 6.40 5.72
9.28 819.61 1.11 0.57 0.75 0.57 0.32 6.43 5.76
10.34 819.71 1.21 0.61 0.80 0.63 0.34 6.52 6.00
10.95 819.77 1.27 0.64 0.83 0.65 0.36 6.64 6.12
11.56 819.83 1.33 0.66 0.86 0.68 0.37 6.73 6.25
DRAINAGE AREA MAP
0
SCALE IN FEET
200 400
NRCS SOILS BOUNDARY
AND TYPE
PROPOSED TEMPORARY
ACCESS ROAD AR-005
EXISTING 18" CMP CULVERT
PROPOSED FOR REPLACEMENT
WITH 30" HDPE CULVERT
DRAINAGE BOUNDARY
RITTERS L
A
K
E

R
O
A
D
SCALE:
1
-
STEEL END SECTION
NTS
AR-005 CULVERT REPLACEMENT PLAN VIEW
0
SCALE IN FEET
20 40
CONSTRUCTION NOTES
1.WORK SHALL INCLUDE THE REPLACEMENT OF AN EXISTING
18" CMP CULVERT WITH A NEW 30" ADS N12 HDPE (O.A.E.)
CULVERT.
2.PRIOR TO REMOVAL OF EXISTING CULVERT, INSTALL
COFFER DAM AND PUMP AROUND PER DETAIL ES-2 SHEET
C-330-0001034.
3.LIMIT DISTURBANCE OF EXISTING STREAM TO FIFTEEN (15)
FEET UPSTREAM AND DOWNSTREAM OF THE PROPOSED
GRADING LIMITS DEPICTED HEREON.
4.PROPOSED CULVERT SHALL BE EMBEDDED 12-18" BELOW
THE EXISTING STREAM THALWEG AS SHOWN HEREON.
5.CONTRACTOR SHALL PROVIDE ANCILLARY LINEAR
EROSION AND SEDIMENT CONTROL DEVICES SUCH AS SILT
FENCE OR COMPOST FILTER SOCK AT THE STREAM TOP OF
BANKS TO PRECLUDE THE DEPOSITION OF ANY SEDIMENT
INTO THE EXISTING STREAM DURING CONSTRUCTION.
D
PIPE
PLAN VIEW
L
W
D
PIPE
VARIABLE S
L
O
P
E
REINFORCED
EDGE FULL
LENGTH OF END
SECTION AND
TOE PLATE
4"
4
16" MAX
6"
TOE
PLATE
SIDE VIEW
ROADWAY CROSS PIPE TYPICAL SECTION
CROSS PIPE
16' WIDE ROADWAY
VARIABLE
S
L
O
P
E
VARIABLE

S
L
O
P
E
ISOMETRIC VIEW
END VIEW
TOE PLATE
PIPE FITTING REQUIRED TO
SECURELY HOLD SECTION
NOTE:
PREFABRICATED STEEL END SECTION AND ALL PARTS
WILL MEET THE REQUIREMENTS OF AASHTO M-218
W
D
PIPE 4"
6" MAX.
6" TOE PLATE
END TREATMENT DIMENSIONS
D L W THICK. GAUGE
30"6'-8"3'-0"16 MIN.
NOT TO SCALE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT DETAIL
50' MIN.
3
FT.
EXISTING ROADWAY
EARTH FILL
PIPE AS NECESSARY
GEOTEXTILE
EXISTING
GROUND
MOUNTABLE
BERM (6 IN. MIN.)*10'MIN.10'MIN.12'MIN.EXISTING ROADWAYPROFILE
PLAN VIEW
NOTES:
1.CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY
GRADE IT.
2.PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.
3.PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4.USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR
HIGH WATER TABLE.
5.MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND PROPER PIPE COVER AS SPECIFIED
BY MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZED APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED.
MAINTENANCE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO
TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS.
* MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE
NOT TO SCALE
DITCH RELIEF CULVERT
DIAMETER
D
1
2 D
1 FT.
OR 1
2 D
RANDOM FILL
COMPACTED FILL
NOTES:
MINIMUM DIAMETER FOR ANY CULVERT IS 12"; OTHERWISE CULVERT SHALL BE SIZED FOR ANTICIPATED PEAK FLOW. PLACE CULVERT
SO BOTTOM IS AT SAME LEVEL AS BOTTOM OF DITCH OR ADJOINING SLOPE. CULVERTS SHALL BE PLACED WITH A SLOPE OF 2 TO 4%.
LOWER END SHALL BE AT LEAST 2" BELOW UPPER END.
EXTEND CULVERT 12" BEYOND BASE OF ROAD FILL ON BOTH SIDES. FIRMLY PACK FILL AROUND CULVERT, ESPECIALLY THE BOTTOM
HALF.
PROVIDE SUITABLE OUTLET PROTECTION* AND, WHERE APPROPRIATE, INLET PROTECTION.
INSPECT CULVERT WEEKLY: REMOVE ANY FLOW OBSTRUCTIONS AND MAKE NECESSARY REPAIRS IMMEDIATELY.
THIS DETAIL MAY BE USED FOR DITCH RELIEF CULVERTS AND FOR CROSSINGS OF ROADSIDE DITCHES. IT IS NOT APPROPRIATE FOR
STREAM CROSSINGS.
* FOR STEEP SLOPE (>2H:1V) OUTFALLS, A MINIMUM 20 FOOT LONG R-5 APRON IS RECOMMENDED FOR TEMPORARY ACCESS ROADS
WHERE THE RECOMMENDED CULVERT SPACING IS USED. FOR PERMANENT ACCESS ROADS, A MINIMUM R-6 ROCK SIZE IS
RECOMMENDED.
SECTION VIEW
NOT TO SCALE
PUMPED WATER FILTER BAG
FILTER BAG
WELL VEGETATED, GRASSY AREA
WELL VEGETATED, GRASSY AREA
FILTER BAG
INTAKE HOSE
PUMP
DISCHARGE HOSE
CLAMPS
CLAMPS
DISCHARGE HOSE
PUMP INTAKE HOSE
HEAVY DUTY LIFTING STRAPS
(RECOMMENDED)PLAN VIEW
ELEVATION VIEW
NOTES:
LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS.
THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES
THAT MEET THE FOLLOWING STANDARDS:
A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2
FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE
REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED.
BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE
UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES
GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE
STEEPNESS.
NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV
WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.
THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS
RECOMMENDED FOR THIS PURPOSE.
THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND
SCREENED.
FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.
PROPERTY TEST METHOD MINIMUM STANDARD
AVG. WIDE WIDTH STRENGTH ASTM D-4884 60 LB/IN
GRAB TENSILE ASTM D-4632 205 LB
PUNCTURE ASTM D-4833 110 LB
MULLEN BURST ASTM D-3786 350 PSI
UV RESISTANCE ASTM D-4355 70%
AOS % RETAINED ASTM D-4751 80 SIEVE
NOT TO SCALE
COMPOST FILTER SOCKFLOWFLOWDISTURBED AREA
UNDISTURBED AREA
SECTION
PLAN VIEW
EXISTING
CONTOURS
COMPOST FILTER
SOCK
2 IN. x 2 IN. WOODEN
STAKES
PLACED 10 FT ON
CENTER
2 IN. x 2 IN. WOODEN STAKES
PLACED 10 FT ON CENTER
COMPOST FILTER SOCK
BLOWN/PLACED
FILTER MEDIA
DISTURBED AREA
UNDISTURBED AREA
NOTES:
SOCK MATERIAL SHALL MEET THE STANDARDS OF SECTION 6.66 COMPOST SOCK OF THE NC EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
COMPOST MATERIAL SHALL MEET THE STANDARD OF TABLE 6.18A OF THE NC EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL, WITH THE EXCEPTION OF PARTICLE SIZE. SLIGHTLY MORE COARSE COMPOST IS RECOMMENDED FOR THE SOCKS,
AS FOLLOWS:
PARTICLE SIZE DISTRIBUTION
SIEVE SIZE PERCENT PASSING SELECTED SIEVE MESH SIZE, DRY WEIGHT BASIS
2” 99 % (3” MAXIMUM PARTICLE SIZE)
3/8” 30-50 %
COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8
FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT
EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND THE SLOPE OF ITS TRIBUTARY AREA.
TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.
ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE BARRIER AND DISPOSED
IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.
COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY OR AFTER EACH 1/2 IN. STORM EVENT. DAMAGED SOCKS SHALL BE REPAIRED
ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION.
BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS
AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER’S RECOMMENDATIONS.
UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND
VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.12 IN.MIN.102
101
100
NOT TO SCALE
SILT FENCE (SS1)
NOT TO SCALE
REINFORCED SILT FENCE (SS2)
NOT TO SCALE
STANDARD CONSTRUCTION DETAIL #11-1
EROSION CONTROL BLANKET INSTALLATION
NOTES:
SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN DRAWINGS PRIOR TO INSTALLING THE BLANKET.
PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE.
SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS.
BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL THROUGHOUT ENTIRE LENGTH. LAY BLANKET LOOSELY AND STAKE OR
STAPLE TO MAINTAIN DIRECT CONTACT WITH SOIL. DO NOT STRETCH BLANKET.
THE BLANKET SHALL BE STAPLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT UNTIL PERENNIAL VEGETATION IS ESTABLISHED TO A MINIMUM
UNIFORM 70% COVERAGE THROUGHOUT THE BLANKETED AREA. DAMAGED OR DISPLACED BLANKETS SHALL BE RESTORED OR REPLACED WITHIN 4
CALENDAR DAYS.
BLANKET EDGES STAPLED AND
OVERLAPPED
(4 IN. MIN.)
INSTALL BEGINNING OF ROLL IN 6 IN. x 6
IN. ANCHOR TRENCH, STAPLE,
BACKFILL AND COMPACT SOIL
STARTING AT TOP OF SLOPE, ROLL
BLANKETS IN DIRECTION OF WATER
FLOW
PREPARE SEED BED
(INCLUDING APPLICATION OF LIME, FERTILIZER
AND SEED) PRIOR TO BLANKET INSTALLATION
REFER TO MANUF. RECOMMENDED STAPLING
PATTERN FOR STEEPNESS AND LENGTH OF
SLOPE BEING BLANKETED
THE BLANKET SHOULD NOT BE
STRETCHED; IT MUST MAINTAIN
GOOD SOIL CONTACT
OVERLAP BLANKET ENDS 6 IN. MIN. WITH THE
UPSLOPE BLANKED OVERLYING THE DOWNSLOPE
BLANKET (SHINGLE STYLE). STAPLE SECURELY.
MIN 6" OF 2-3
WASHED STONE
FLOW
FLOW
RUNOFF
STEEL POST
(1.25 LB/LIN FT
STEEL- 5FT MIN
LENGTH)
FABRIC HEIGHT, 24"
6 FT. MAX.
24" MIN.
STEEL POST 24" MAX.
BACKFILL TRENCH WITH
COMPACTED 8" DOWN-4"
FORWARD
FILTER FABRIC
FLOW
FLOW
STEEL POST
(1.25 LB/LIN FT STEEL- 5FT MIN LENGTH)
FABRIC HEIGHT, 24"
8 FT. MAX.
WIRE MESH REINFORCEMENT
24" MIN.
STEEL POST
24" MAX.
BACKFILL TRENCH WITH
COMPACTED 8" DOWN-4"
FORWARD
FILTER FABRIC
RUNOFF
WIRE MESH
REINFORCEMENT
CUTAWAY VIEW
FABRIC
WIRE MESH
REINFORCEMENT
SECTION VIEWSECTION VIEW FLOWFLOWDISTURBED AREA
UNDISTURBED AREA
SECTION
PLAN VIEW
COMPOST FILTER SOCK
2 IN. x 2 IN. WOODEN STAKES
PLACED 2 FT ON CENTER
2 IN. x 2 IN. WOODEN STAKES
PLACED 2 FT ON CENTER
COMPOST FILTER
SOCK
18" DIA. X 10' L
BLOWN/PLACED
FILTER MEDIA
DISTURBED AREA
UNDISTURBED AREA
NOTES:
SOCK FABRIC SHALL UTILIZE AN OUTER NETTING THAT CONSISTS OF SEAMLESS, HIGH-DENSITY POLYETHYLENE PHOTODEGRADABLE
MATERIALS TREATED WITH ULTRAVIOLET STABILIZERS OR A SEAMLESS, HIGH-DENSITY POLYETHYLENE NON-DEGRADABLE MATERIAL.
CURLED WOOD EXCELSIOR FIBER, OR NATURAL COCONUT FABER ROLLED EROSION CONTROL PRODUCTS ROLLED UP TO CREATE AN
INLET TUBE DEVICE ARE NOT ALLOWED.
COMPOST FILTER SOCK SHALL BE COMPOSED OF COMPACTED GEOTEXTILES, CURLED EXCELSIOR WOOD, NATURAL COCONUT
FIBERS, A HARDWOOD MULCH, OR A MIX OF THESE MATERIALS ENCLOSED BY A FLEXIBLE NETTING MATERIAL.
ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE SOCK AND DISPOSEDOF
WITHIN THE LIMITS OF DISTURBANCE.
COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED
ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION.
BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS
AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER’S RECOMMENDATIONS.
UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND
VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.12 IN.MIN.18"DIA. X 10' L
SILT FENCE WITH 2 FT OVERLAP WITH FILTER SOCK
SILT FENCE WITH 2 FT OVERLAP WITH FILTER SOCK
NOT TO SCALE
SILT FENCE OUTLET
NOTES:
1.SILT FENCE FABRIC SHALL MEET THE STANDARDS OF TABLE 6.62B OF
THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL:
A.TENSILE STRENGTH - 90 LBS;
B.PERMITTIVITY - 0.05 SEC-1;
C.APPARENT OPENING SIZE - 30 US STD. SIEVE; AND,
D.ULTRAVIOLET STABILITY - 70%
2.THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER
THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.
3.INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON
STANDARD APPLICATIONS.
4.INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT
FENCE, AND AS CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS
TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
5.INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT
FABRIC.
6.ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED
WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE
DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE
AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE
POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO
PREVENT SAGGING.
7.WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS
AND SECURE WITH 3 TIES.
8.NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE
GROUND LEVEL.
9.THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY
DEVIATIONS BEFORE COMPACTION.
10.COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS.
COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC
WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER
EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE
UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF 4
TRIPS.
MAINTENANCE:
1.INSPECT AND REPAIR FENCE WEEKLY OR AFTER EACH 1/2 IN. STORM
EVENT AND REMOVE SEDIMENT WHEN DEPOSITS REACH 1/3 OF
FENCE HEIGHT.
2.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL
NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY
STABILIZED.
3.ANY SECTION OF SILT FENCE WHICH HAS BEEN UNDERMINED OR
OVERTOPPED SHALL BE IMMEDIATELY REPLACED WITH A ROCK
FILTER OUTLET (DETAIL 4 THIS SHEET)
MAINTENANCE:
1.INSPECT AND REPAIR FENCE WEEKLY OR AFTER EACH 1/2 IN. STORM
EVENT AND REMOVE SEDIMENT WHEN DEPOSITS REACH 1/3 OF
FENCE HEIGHT.
2.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL
NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY
STABILIZED.
3.ANY SECTION OF SILT FENCE WHICH HAS BEEN UNDERMINED OR
OVERTOPPED SHALL BE IMMEDIATELY REPLACED WITH A ROCK
FILTER OUTLET (DETAIL 4 THIS SHEET)
NOTES:
1.SILT FENCE FABRIC SHALL MEET THE STANDARDS OF TABLE 6.62B OF
THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL:
A.TENSILE STRENGTH - 90 LBS;
B.PERMITTIVITY - 0.05 SEC-1;
C.APPARENT OPENING SIZE - 30 US STD. SIEVE; AND,
D.ULTRAVIOLET STABILITY - 70%
2.THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER
THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.
3.INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON
STANDARD APPLICATIONS.
4.INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT
FENCE, AND AS CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS
TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
5.INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT
FABRIC.
6.ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED
WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE
DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE
AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE
POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO
PREVENT SAGGING.
7.WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS
AND SECURE WITH 3 TIES.
8.NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE
GROUND LEVEL.
9.THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY
DEVIATIONS BEFORE COMPACTION.
10.COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS.
COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC
WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER
EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE
UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF 4
TRIPS.
EROSION AND SEDIMENTATION DETAILS
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
C-330-0001033 0
1" = 50'
2-T-GBO-3518
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG KAO -2331
10700
0214646
DRG
12/10/2018003/18/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0631772\C-330-0001033-1035.dwg 3/11/2019 2:55 PM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/AKAO CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
N.T.S.
ROOT STOCK
REMAINS IN
PLACE
IF SPOIL AND SALT CANNOT BE
CONTAINED, INSTALL FILTER SOCK AT
THE OUT FLOW EDGE OF THE TRENCH
(IF NECESSARY)
TRENCH PLUG (TYP.)
REMOVE AND STOCKPILE THE WETLAND
SOILS SEPARATELY FROM OTHER SOILS.
SEGREGATE THE TOPSOIL (TOP 12
INCHES) AND SUBSOIL. REUSE SAME
WETLAND SOILS IN RESTORATION OF THE
WETLAND.
PIPELINE
FILTER SOCK TO BE
INSTALLED AT EACH EDGE
OF WETLAND (IF
NECESSARY) (TYP.)
CLEARLY MARK
(FLAG) WETLAND
BOUNDARY
TIMBER MATS SET
AT-GRADE
INSTALL NO MORE THAN TWO LAYERS OF EQUIPMENT MATS OR
CORDUROY LOGS. ALL PADDING MATERIAL MUST BE REMOVED FROM
THE WETLAND.
UPLAND
UPLAND
TEMPORARY OPEN
TRENCH
NOT TO SCALE
WETLAND CROSSING DETAIL - OPEN TRENCH
RIGHT OF WAY
RESTORE TO ORIGINAL CONTOUR AND DRAINAGE; RESTORE TOPSOIL
SECTION VIEW
PLAN VIEW
NOTES:
1.REQUIREMENTS DO NOT APPLY TO ACTIVE, CULTIVATE OR ROTATED CROPLANDS.
2.ALL CONTROL WILL BE INSTALLED AFTER INITIAL GROUND DISTURBANCE AND
MAINTAINED UNTIL ADJACENT UPLANDS ARE STABILIZED.
3.EQUIPMENT TRACKING IN WETLANDS SHALL UTILIZE PROTECTIVE MATS WHEN
PRACTICAL.
4.RESTORATION OF DISTURBED WETLAND AREAS SHALL BE COMPLETED WITHIN 72 HOURS
OF COMPLETION OF PIPELINE INSTALLATION.
5.RESEED DISTURBED WETLAND AT THE RATE OF 15LBS/ACRE USING AN EMERGENT
WETLAND SEED MIX (FACW WETLAND MEADOW SEED MIX FROM ERNST CONSERVATION
SEEDS, ERNMX-122, OR APPROVED EQUAL)
6.ASSEMBLE PIPE IN UPLAND AREA UNLESS WETLAND IS DRY ENOUGH TO ADEQUATELY
SUPPORT PIPELINE.
GAS LINE
TRAVEL AREATRAVEL AREACONSTRUCTION R.O.W.CONSTRUCTION R.O.W.
WETLAND
NOT TO SCALE
TRENCH BREAKER/PLUG INSTALLATION
NOTES:
IMPERVIOUS TRENCH PLUGS ARE REQUIRED FOR ALL STREAM, RIVER, WETLAND, OR OTHER WATER BODY CROSSINGS.
CL CL
SLOPE
PIPELINE
PIPE
BEDDING
TRENCH BOTTOMPIPE INVERT
TRENCH PLUG
TRENCH PLUG SPACING (L)
STANDARD
COMPACTED
BACKFILL
STACKED CLAY, BENTONITE OR
CONCRETE-FILLED SACKSFULL TRENCHDEPTH24 IN.MIN.SECTION VIEW
PROFILE VIEW
PA DEP EROSION CONTROL MANUAL TABLE 13.1
MAXIMUM SPACING AND MATERIALS FOR TRENCH PLUGS
TRENCH SLOPE (%)
SPACING
L
(FT)
PLUG MATERIAL
< 5 1000 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS
5 - 15 500 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS
15 - 25 300 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS
25 - 35 200 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS
35 - 100 100 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS
> 100 50 CEMENT BAGS (WETTED) OR MORTARED STONE
* TOPSOIL MAY NOT BE USED TO FILL SACKS
STREAM
BOTTOM
FLOW
PUMP
LIMIT OF DISTURBANCENOTES:
1.ALL RUNOFF FROM DISTURBED UP SLOPE AREAS WITHIN LIMIT OF DISTURBANCE MUST BE TREATED FOR SEDIMENT BEFORE IT REACHES STREAM.
2.INSTALL COMPOST FILTER SOCKS OR SILT FENCE, TRENCH PLUGS, PUMP, ENERGY DISSIPATER, AND DAMS BEFORE TRENCHING WITHIN STREAM BED.
3.PUMP MUST BE OF SUFFICIENT CAPACITY TO CONVEY NORMAL AND/OR EXISTING STREAM FLOW OVER TRENCH. A BACK-UP PUMP OF EQUAL CAPACITY MUST BE
AVAILABLE ON-SITE DURING EXCAVATION AND THE 6 MONTH MAINTENANCE PERIOD. REFER TO ES-2, THIS SHEET.
4.PLACE SPOIL PILES A MINIMUM OF 50 FEET FROM TOP OF BANK.
5.INSTALL WATERBARS AT APPROACHES TO STREAM CROSSING, AND COMPOST FILTER SOCKS OR SILT FENCE ALONG STREAM BANKS AND AT DOWNSLOPE END OF
WATERBARS.
6.MAINTAIN SURFACE OF TEMPORARY EQUIPMENT CROSSING TO PREVENT SOIL DISCHARGES TO STREAM.
7.APPROACHES TO CROSSINGS ARE NOT TO EXCEED A DEPTH OF 6 INCHES ABOVE ORIGINAL GRADE.
8.PUMP INTAKE SHALL BE EQUIPPED WITH ANTI-IMPINGEMENT/ENTRAINMENT SCREEN.
9.SEE STREAM CHANNEL RESTORATION, SHEET ES-13.
10.CONTRACTOR SHALL SELECT APPROPRIATE CROSSING METHOD BASED ON STREAM FLOWRATE AT THE TIME OF CONSTRUCTION.
TOP OF BANK
TRENCH PLUG
(TYP.)TRENCH TRENCH
DAM (SANDBAGS, ETC.)
PIPELINE PIPELINE
ENERGY
DISSIPATER
INTAKE
DISCHARGE
WATERBARWATERBAR
TEMP.
ACCESS
ROAD
COMPOST FILTER
SOCK (TYP.)
TEMP.
ACCESS
ROAD
STREAM CROSSING
SEE NOTE 8
GEOTEXTILE
SPOIL
AREA
GEOTEXTILE
SPOIL
AREA
PLAN VIEW
FLOW
50
FT
MIN.
50
FT
MIN.
STREAM
BOTTOM
FLOW
STREAM CROSSING
FLOW LIMIT OF DISTURBANCEPLAN VIEW
TEMPORARY EQUIPMENT CROSSING
(SEE ###########)
NOTES:
1.ALL RUNOFF FROM DISTURBED UP-SLOPE AREAS WITHIN CONSTRUCTION RIGHT OF WAY MUST BE TREATED FOR SEDIMENT BEFORE IT REACHES STREAM.
2.INSTALL SILT FENCE, COMPOST FILTER SOCK, TRENCH PLUGS, FLUME PIPE, AND DAMS BEFORE TRENCHING STREAM.
3.FOR FLUME PIPE AND ROCK FILL CROSSINGS, INSTALL FLUME PIPE ON EXISTING STREAMBED. MORE THAN 1 FLUME PIPE MAY BE NEEDED TO SPAN STREAM
CHANNEL AND MAINTAIN FLOWS. REFER TO ES-4, THIS SHEET.
4.PLACE SPOIL PILES A MINIMUM OF 50 FEET FROM TOP OF BANK.
5.INSTALL WATER BARS AT APPROACHES TO STREAM CROSSING, AND COMPOST FILTER SOCK ALONG STREAM BANKS AND AT DOWNSLOPE END OF WATERBARS.
6.MAINTAIN SURFACE OF TEMPORARY EQUIPMENT CROSSING TO PREVENT SOIL DISCHARGES TO STREAM.
7.APPROACHES TO CROSSINGS ARE NOT TO EXCEED A DEPTH OF 6-INCHES ABOVE ORIGINAL GRADE.
8.SEE STREAM CHANNEL RESTORATION, SHEET ES-13.
9.CONTRACTOR SHALL SELECT APPROPRIATE CROSSING METHOD BASED ON STREAM FLOWRATE AT THE TIME OF CONSTRUCTION.
TOP OF BANK
COMPOST
FILTER
SOCK
(TYP.)
TRENCH PLUG
(TYP.)TRENCH TRENCHDAM
(SANDBAGS,
ETC.)
PIPELINE PIPELINE
WATERBAR
WATERBAR
TEMP.
ACCESS
ROAD
TEMP.
ACCESS
ROAD
DAM
(SANDBAGS,
ETC.)
FLUME PIPE
GEOTEXTILE
SPOIL
AREA
GEOTEXTILE
SPOIL
AREA
50
FT
MIN.
50
FT
MIN.
NOT TO SCALE
PIPELINE AND EQUIPMENT CROSSING OF STREAM
PUMP DIVERSION
TEMPORARY EQUIPMENT CROSSING
(SEE ###########)
FLUME PIPE DIVERSION
FILTER BAG (TYP.)
UPLAND WELL
VEGETATED AREA
FILTER BAG (TYP.)
UPLAND WELL
VEGETATED AREA
TRASH PUMP ON
CONTAINMENT
TRASH PUMP ON
CONTAINMENT
SUMPSUMP
SANDBAGS
TEMPORARY
SANDBAG
COFFER DAM
PUMP DISCHARGE ENERGY
DISSIPATER
INTAKE PIPE
DISCHARGE PIPE
PUMP
EXISTING STREAM FLOWPROPOSED WORK
AREA
NOTES:
1.GRUBBING SHALL NOT TAKE PLACE WITHIN 50 FEET OF
TOP-OF-BANK UNTIL ALL MATERIALS REQUIRED TO
COMPLETE CROSSING ARE ON SITE AND PIPE IS READY
FOR INSTALLATION.
2.BYPASS PUMP INTAKE SHALL BE MAINTAINED A
SUFFICIENT DISTANCE FROM THE BOTTOM TO PREVENT
PUMPING OF CHANNEL BOTTOM MATERIALS.
3.WATER ACCUMULATING WITHIN THE WORK AREAS SHALL
BE PUMPED TO A PUMPED WATER FILTER BAG OR
SEDIMENT TRAP PRIOR TO DISCHARGING INTO ANY
RECEIVING SURFACE WATER.
4.HAZARDOUS OR POLLUTANT MATERIAL STORAGE AREAS
SHALL BE LOCATED AT LEAST 100 FEET BACK FROM THE
TOP OF A STREAMBANK.
5.ALL EXCESS EXCAVATED MATERIAL SHALL BE
IMMEDIATELY REMOVED FROM THE STREAM CROSSING
AREA.
6.ALL DISTRUBED AREAS WITHIN 50 FEET OF TOP-OF-BANK
SHALL BE BLANKETED OR MATTED WITHIN 24 HOURS OF
INITIAL DISTRUBANCE FOR MINOR STREAMS OR 48 HOURS
OF INITIAL DISTURBANCE FOR MAJOR STREAMS UNLESS
OTHERWISE AUTHORIZED.
7.APPROPRIATE STREAMBANK PROTECTION SHALL BE
PROVIDED WITHIN THE CHANNEL.
8.PUMP MUST BE OF SUFFICIENT CAPACITY TO COVEY THE
EXISTING STREAM FLOW. A WORKING BACK-UP PUMP OF
EQUAL CAPACITY MUST BE AVAILABLE ON-SITE DURING
CONSTRUCTION.
NOT TO SCALE
DETAIL ES-2
COFFERDAM AND PUMP BYPASS
NOT TO SCALE
SANDBAG DIVERSION DAM OR COFFERDAM
IMPERVIOUS MEMBRANE SANDBAGS
2 BAG MIN. HEIGHT ABOVE NORMAL BASE FLOW
STACKED SANDBAGS OPTION
JERSEY BARRIER OPTION
3. ALL SEDIMENT-LADEN WATERS WITHDRAWN FROM THE
EXCAVATION OR WITHIN THE WORK AREA SHALL BE PUMPED
INTO A FILTER BAG, WHICH HAS BEEN PLACED ON A LEVEL,
WELL VEGETATED UPLAND ENVIRONMENT THAT CAN BE
REACHED WITHOUT TRACKING OUTSIDE THE LIMITS OF
DISTURBANCE. THE FILTER BAG SHALL BE REPLACED WHEN IT
BECOMES HALF FULL AND AN EXTRA FILTER BAG SHALL BE
LOCATED IN THE WORK AREA. WITH THE PUMPS IN OPERATION,
A COFFER DAM SHALL BE INSTALLED UPSTREAM AND
DOWNSTREAM OF THE PROJECT AREA TO DEWATER THE
PROJECT AREA BEFORE EXCAVATION OCCURS.
4. EXCAVATION OF THE STREAM EMBANKMENTS AND BED
SHALL BE CONDUCTED FROM THE TOP BANK ON EITHER SIDE
TO PREVENT TRENCH SPOILS FROM BEING DROPPED AND LOST
WITHIN THE REGULATED FEATURE.
5. BENTHIC MATERIALS AND COBBLES REMOVED FROM THE
STREAM BED SHALL BE FIRST STOCKPILED AND SEGREGATED
DURING THE CROSSING PROCESS AND REPLACED TO
PRECONSTRUCTION CONDITION BEFORE REMOVING COFFER
DAMS.
6. EXCAVATION OF THE TRENCH LINE WITHIN THE STREAM
BOUNDARIES SHALL BE TO A DEPTH SUFFICIENT TO PROVIDE
THE PLACED PIPELINE A MINIMUM OF 3 FEET OF COVER UPON
COMPLETION.
7. BELL HOLES FOR TIE IN WELDS SHALL BE LOCATED
SUFFICIENTLY FAR AWAY FROM THE STREAM TOPS OF BANK
THAT SUBSOIL AND TOPSOIL CAN BE REPLACED TO ENSURE
PERMANENT STABILIZATION WITH EROSION CONTROL BLANKET
OCCURS WITHIN THE PERMITTED TIME FRAME.
8. AFTER INSTALLING THE UTILITY LINE, TRENCH SPOILS SHALL
BE REPLACED WITH THE SEGREGATED BENTHIC MATERIALS ON
THE TOP STRATA TO THE SURFACE PER PRECONSTRUCTION
CONDITIONS.
9. STREAM EMBANKMENTS SHALL BE RECONSTRUCTED TO
PRECONSTRUCTION GRADES, UNLESS OTHERWISE PERMITTED
AND TOPSOIL REPLACED.
10. FOLLOWING THE CORRECT APPLICATION OF SOIL
AMENDMENTS AND SEED, THE INDICATED EROSION CONTROL
BLANKET SHALL BE INSTALLED USING THE PROPER STAPLE
PATTERN.
11. THE PERMITTED PERIMETER CONTROLS SHALL BE
REPLACED TO THE PROPER FUNCTIONALITY WITHIN 24 HOURS
OF THE START OF THE CROSSING UNLESS OTHERWISE
AUTHORIZED.TOBTOBOLWOLWINSTALLED PIPELINE
EXISTING STREAM SUBSTRATE
STREAM CHANNEL AREA DISTURBEDBY PIPELINE TRENCHPLAN VIEW
NOTES:
1.PRIOR TO WORKING IN STREAM CHANNEL, INSTALL ALL EROSION AND SEDIMENTATION CONTROL BEST MANAGEMENT PRACTICES SPECIFIED IN EROSION AND
SEDIMENTATION PLAN AND DIVERT STREAM FLOW AROUND WORK AREA.
2.WHEN EXCAVATING PIPELINE TRENCH ACROSS STREAM, SEGREGATE AND SEPARATELY STOCKPILE STREAM SUBSTRATE.
3.AFTER INSTALLING PIPELINE IN TRENCH, REPLACE STOCKPILED SUBSTRATE ON SURFACE OF BOTTOM OF STREAM CHANNEL BELOW THE ORDINARY LOW WATER
(OLW) LEVEL.
4.INSTALL NORTH AMERICAN GREEN C125 BLANKET ON STREAM BANKS FROM ORDINARY LOW WATER LEVEL TO TOP OF THE BANK, COVERING DISTURBED
PORTIONS OF THE STREAM BANK. REFER TO E&S PLANS FOR STAPLE PATTERN.INSTALLNAG 125EROSIONBLANKETREPLACE ORIGINAL
SUBSTRATE 3-FT(MIN.)STREAM BOTTOM
OLW
CROSS SECTION
NORTH AMERICAN GREEN C125 EROSION
BLANKET
(INSTALL PER MANUFACTURER'S
SPECIFICATIONS)
REPLACE ORIGINAL
SUBSTRATE ON STREAM
BOTTOM BELOW OLWINSTALL NORTH
AMERICAN GREEN
C125 EROSION
BLANKET BETWEEN
OLW AND TOB
INSTALLED NATURAL GAS PIPELINE
NOT TO SCALE
DETAIL ES-2
STREAM CHANNEL RESTORATION
STONE OR TIMBER MAT APPROACH
EXTEND STONE UPWARD AND
REVEGETATE AS NEEDED TO
PROTECT CUT SLOPES
SURFACE FLOW
DIVERSION TO TRAP
STREAM BED
ORIGINAL
STREAMBANK
STONE OR TIMBER MAT APPROACH
TEMPORARY SPAN
BRIDGE CROSSING
STONE OR TIMBER MAT
APPROACH
SURFACE FLOW
DIVERSION TO TRAP
FILTER FABRIC
WORK AREASANDBAG TO HOLD IMPERVIOUS
LINER IN PLACE
SANDBAG (TYP.)
IMPERVIOUS LINER EXTENDED TO
STREAM BOTTOM AND SECURED
WITH SANDBAGS
JERSEY BARRIER
OPTIONAL SANDBAG PLATFORM
NORMAL STREAM FLOW
STREAM CROSSING CONSTRUCTION PROCEDURE:
STREAM CROSSING CONSTRUCTION WORK SHALL BE CONDUCTED DURING LOW FLOW SEASONS AND WITH ATTENTION PAID TO THE FORECASTED WEATHER
FOR THE PROJECT AREA. THE MONTGOMERY COUNTY CONSERVATION DISTRICT SHALL BE NOTIFIED A MINIMUM OF 24 HOURS BEFORE THE COMMENCEMENT OF
A WATERBODY CROSSING.
1. THE INSTALLATION OF ALL PERIMETER EROSION CONTROL DEVICES NECESSARY TO MITIGATE ACCELERATED EROSION FROM THE PROJECT AREA AND FILTER
SEDIMENT LADEN RUNOFF PREPARATIONS SHALL BE MADE BEFORE ATTEMPTING STREAM CROSSING ACTIVITIES.
2. BEFORE ANY EXCAVATION OCCURS NEAR THE STREAM, ALL NECESSARY MATERIALS AND EQUIPMENT, INCLUDING BUT NOT LIMITED TO PUMPS,
CONTAINMENTS, HOSES, CLAMPS AND FILTER BAGS SHALL BE STAGED ON-SITE. THE PUMPS SHALL BE SIZED TO BE CAPABLE OF STREAM FLOW CONDITIONS
AND A BACK UP PUMP SHALL BE ON-SITE IN THE EVENT OF PRIMARY PUMP FAILURE. PUMPS SHALL BE STAGED FOR STREAM BYPASS IN PROPER CONTAINMENTS
WITH SUFFICIENT HOSE LENGTHS TO ENABLE STREAM FLOW TO BE CONVEYED AROUND THE CROSSING AREA AND OUTLET THROUGH AN ENERGY DISSIPATER IN
THE DOWNSTREAM CHANNEL.
NOT TO SCALE
TEMPORARY STREAM CROSSING - PLAN VIEW
SIDEBOARDS OR
COMPOST FILTER SOCKS
STREAM
CHANNEL
PERSPECTIVE VIEW
LONGITUDINAL SECTION
STREAM
CHANNEL
TEMPORARY SPAN
BRIDGE CROSSING
FILTER FABRIC
MAINTENANCE:
·TEMPORARY STREAM CROSSINGS SHALL BE INSPECTED ON A DAILY BASIS.
·DAMAGED CROSSINGS SHALL BE REPAIRED WITHIN 24 HOURS OF THE INSPECTION AND BEFORE ANY
SUBSEQUENT USE.
·SEDIMENT DEPOSITS ON THE CROSSING OR ITS APPROACHES SHALL BE REMOVED WITHIN 24 HOURS OF THE
INSPECTION.
·AS SOON AS THE TEMPORARY CROSSING IS NO LONGER NEEDED, IT SHALL BE REMOVED. ALL MATERIALS SHALL
BE DISPOSED OF PROPERLY AND DISTURBED AREAS STABILIZED.
·GEOTEXTILE FABRIC TO BE WRAPPED AROUND UNDERSIDE OF TEMPORARY SPAN BRIDGE.
EROSION AND SEDIMENTATION DETAILS
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
C-330-0001034 0
1" = 50'
2-T-GBO-3518
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG KAO -2331
10700
0214646
DRG
12/10/2018003/18/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0631772\C-330-0001033-1035.dwg 3/11/2019 2:55 PM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/AKAO CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
N.T.S.
NOT TO SCALE
WATER BAR DETAIL
NOTES:
1.USE 3:1 OR FLATTER WHERE VEHICLES CROSS. 5:1 MAXIMUM FOR VEHICLE CROSSING.
2.WATER BARS TO HAVE OUTLETS, EITHER NATURAL OR CONSTRUCTED. SITE SPACING MAY NEED TO BE
ADJUSTED FOR FIELD CONDITIONS TO USE THE MOST SUITABLE AREAS FOR WATER DISPOSAL.
3.INSTALL THE DIVERSION AS SOON AS THE RIGHT-OF-WAY HAS BEEN CLEARED AND GRADED.
4.DISK THE BASE FOR THE WATER BAR BEFORE PLACING FILL.
5.TRACK THE RIDGE TO COMPACT IT TO THE DESIGN CROSS SECTION.
6.LOCATE THE OUTLET ON AN UNDISTURBED AREA. ADJUST FIELD SPACING OF THE DIVERSION TO USE
THE MOST STABLE OUTLET AREAS. WHEN NATURAL AREAS ARE NOT DEEMED SATISFACTORY, PROVIDE
OUTLET PROTECTION (PRACTICES 6.40, LEVEL SPREADER, AND 6.41, OUTLET STABILIZATION
STRUCTURE).
7.IMMEDIATELY SEED AND MULCH THE PORTIONS OF THE DIVERSIONS NOT SUBJECT TO CONSTRUCTION
TRAFFIC. STABILIZE WITH GRAVEL AREAS TO BE CROSSED BY VEHICLES.
8.WATERBARS SHALL DISCHARGE TO A STABLE UPLAND AREA. A 12" COMPOST FILTER SOCK (CFS)
(REFER TO DETAILS IN THIS ESCP) SHALL BE "J-HOOKED" AT THE DOWNSTREAM TERMINUS OF ALL
WATERBARS. MINIMUM COMPOST FILTER SOCK LENGTH IS 12 FEET OR AS REQUIRED TO TIE CFS IN
UPSLOPE PERPENDICULAR TO THE WATERBAR ONE CONTOUR (1 FOOT).
MAINTENANCE: PERIODICALLY INSPECT RIGHT-OF-WAY DIVERSIONS FOR WEAR AND AFTER EVERY HEAVY
RAINFALL FOR EROSION DAMAGE. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA, AND REPAIR THE
DIKE. CHECK OUTLET AREAS, AND MAKE TIMELY REPAIRS AS NEEDED. WHEN PERMANENT ROAD DRAINAGE IS
ESTABLISHED AND THE AREA ABOVE THE TEMPORARY RIGHT-OF-WAY DIVERSIONS IS PERMANENTLY
STABILIZED, REMOVE THE DIKE, AND FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, AND
APPROPRIATELY STABILIZE THE DISTURBED AREA.NOT TO SCALE
TEMPORARY SOIL STOCKPILE DETAIL
STABILIZE ENTIRE PILE
WITH VEGETATION OR COVER
2
1 SLOPE
OR LESS
MIN. SLOPEMIN. SLOPESILT FENCE
INSTALLATION NOTES:
1.AREA CHOSEN FOR STOCKPILING
OPERATIONS SHALL BE DRY AND
STABLE.
2.MAXIMUM SLOPE OF STOCKPILE SHALL
BE 1:2.
3.UPON COMPLETION OF SOIL
STOCKPILING, EACH PILE SHALL BE
SURROUNDED WITH SILT FENCING,
THEN STABILIZED WITH VEGETATION
OR COVERED.
SEEDING AND FERTILIZING APPLICATIONS
NOT TO SCALE
DETAIL ES-1
SITE STABILIZATION
NOTES:
1.OTHER CONFIGURATIONS OF TOPSOIL AND SUBSOIL ARE ACCEPTABLE PROVIDED THEY ARE KEPT SEPERATE AND
APPROPRIATE EROSION AND SEDIMENT CONTROL DEVICES ARE EMPLOYED.
2.UP TO 12 INCHES OF TOPSOIL REMOVED
3.TOPSOIL AND SUBSOIL PILES WILL BE ADEQUATELY PROTECTED FROM EROSION AND SEDIMENTATION BY THE USE
OF COMPOST FILTER SOCKS. FOR THIS PROJECT (NON-EV WATERSHED), IT IS ACCEPTABLE TO SUBSTITUTE SILT
FENCE AS INDICATED IN THE E&S DETAIL SHEETS.
PIPELINE
ORIGINAL GRADE
STRIPPED AREA
EXISTING PIPELINE
NOTE 2
12" COMPOST FILTER SOCK (MIN.) ON
DOWNSLOPE SIDE OF TRENCH
TOPSOIL STOCKPILE
SUBSOIL STOCKPILE
SPOIL SIDE WORKING SIDE
PIPELINE
PIPELINE
TOPSOIL
REPLACED
ENTIRE CONSTRUCTION ROW METHOD
SPOIL SIDE WORKING SIDEEXISTING PIPELINE
STRIPPED AREA12" COMPOST FILTER SOCK (MIN.) ON
DOWNSLOPE SIDE OF TRENCH ALTERNATIVELY SUBSOIL MAY BE SPREAD
ON THE WORKING SIDE
SUBSOIL STOCKPILE
TOPSOIL STOCKPILE
NOTE 2
25 FT.
TRENCHLINE AND SPOIL SIDE METHOD
NOT TO SCALE
DETAIL ES-3
UTILITY LINE TRENCH STAGING DETAIL
SEEDING WILL BE COMPLETED IMMEDIATELY FOLLOWING SITE RECLAMATION AND PRIOR TO PROJECT COMPLETION. TEMPORARY OR INTERMEDIATE
SEEDING, MULCHING, MATTING, OR OTHER SURFACE STABILIZATION MEASURES WILL BE PLACED ON DISTURBED AREAS FOLLOWING INITIAL SOIL
DISTURBANCE. PRIOR TO SEEDING, ALL SURFACES SHALL BE SCARIFIED TO A DEPTH OF FOUR TO SIX INCHES TO ENHANCE SEED GERMINATION AND
HELP IMPEDE STORMWATER RUNOFF. GENERAL SEEDING GUIDELINES ARE AS FOLLOWS:
MID-FEBRUARY THROUGH MID-APRIL:
TALL FESCUE 80 TO 100 LB/ACRE
SERICEA LESPEDEZA (SCARIFIED)20 TO 30 LB/ACRE
KOBE LESPEDEZA 10 LB/ACRE
MID APRIL THROUGH JULY:
SERICEA LESPEDEZA (SCARIFIED)30 TO 40 LB/ACRE
TALL FESCUE 80 LB/ACRE
AUGUST THROUGH MID-FEBRUARY:
TALL FESCUE 80 TO 100 LB/ACRE
SERICEA LESPEDEZA (UNSCARIFIED)20 TO 40 LB/ACRE
RYE GRAIN 40 LB/ACRE
RYE GRASS SHALL NOT BE USED. SPECIAL EXCEPTIONS MAY BE ALLOWED ONLY WITH THE APPROVAL OF THE ENGINEER AND SHALL BE CONSIDERED
"TEMPORARY" SEEDING, ONLY. PRIOR TO COMPLETION OF PROJECT, ALL AREAS SEED WITH RYE GRASS SHALL BE RESEEDED FOR PERMANENT
STABILIZATION PER THE ABOVE SCHEDULE.
NURSE CROPS SHALL BE ADDED TO AID THE ESTABLISHMENT OF PERMANENT VEGETATION. GENERAL GUIDELINES FOR NURSE CROP SEEDING
RATES ARE AS FOLLOWS:
MAY THROUGH MID-AUGUST:
GERMAN MILLET (OR) 10 LB/ACRE
SUDANGRASS 15 LB/ACRE
MID-AUGUST THROUGH APRIL:
RYE GRAIN 25 LB/ACRE
IN THE ABSENCE OF SOIL TESTS, FERTILIZER AND LIME WILL GENERALLY BE APPLIED AT THE FOLLOWING RATES:
10-10-10 FERTILIZER (OR EQUIVALENT RATE OF APPLIED N)1000 LB/ACRE
*GROUND AGRICULTURAL LIMESTONE 4000 LB/ACRE
*NOTE: LIQUID LIME MAY BE SUBSTITUTED IN VARIOUS SITUATIONS.
FERTILIZER SHALL BE 10-10-10 FERTILIZER (10 PERCENT NITROGEN, 10 PERCENT PHOSPHATE AND 10 PERCENT TOTAL POTASH) OR APPROVED
ALTERNATE. 19-19-19 FERTILIZER CAN ALSO BE USED AT AN EQUIVALENT RATE. FERTILIZER SHALL BE STANDARD COMMERCIAL GRADE OF ORGANIC
OR INORGANIC FERTILIZER OF THE KIND AND QUALITY SPECIFIED HEREIN. IT MAY BE SEPARATE OR IN A MIXTURE CONTAINING THE PERCENTAGE OF
TOTAL NITROGEN, AVAILABLE PHOSPHORIC ACID, AND WATER SOLUBLE POTASH IN THE AMOUNTS SPECIFIED. ALL FERTILIZERS SHALL BE FURNISHED
IN STANDARD UNOPENED CONTAINERS WITH WEIGHT, NAME OF PLANT NUTRIENTS, AND MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS
CLEARLY MARKED, ALL IN ACCORDANCE WITH STATE AND FEDERAL LAWS. CONTRACTOR TO FURNISH ALL MATERIALS.
SEEDING NOTES:
CONTRACTOR SHALL WARRANT VEGETATION GROWTH FOR ONE YEAR AFTER ESTABLISHMENT. A MINIMUM OF 2 TONS PER ACRE OF LIME OR 3 TONS
PER ACRE FOR CLAY SOILS SHALL BE APPLIED OR OPTIMUM QUANTITY OF FERTILIZER AND LIME SHALL BE CONFIRMED BY SOIL TEST. MULCH OR
MATTING SHALL BE APPLIED TO ALL SEEDED AREAS TO AID IN THE ESTABLISHMENT OF VEGETATION AND HELP IMPEDE EROSION. VEGETATIVE
MULCH, TYPICALLY WHEAT OR OAT STRAW, SHALL BE APPLIED AT THE MINIMUM RATE OF 4000 LBS/ACRE AND ANCHORED WITH 400 GALLONS PER
ACRE OF ASPHALT TACK OR ACCEPTABLE ALTERNATIVE.
(Length)
2'
2'
2'
2'
2'
WEIR SIZE
3'x6'x3'DEEP
(Recommended)
3'x7'x3'DEEP
TRAP SIZE
(CU.FT.) (FT) (%)
38
25
13
SLOPE
5 TO 10
<5%
25
50
>35
20 TO 35
10 TO 20 75
APPROX. 2% SLOPE
B
DOWNGRADE
A
A
APPROX. 2% SLOPE
MIN. 12" OF #57 WASHED STONE AROUND
END OF SEDIMENT PIT AND SUPPORTED BY
HARDWARE CLOTH
MIN. 12" OF #57 WASHED STONE AROUND
END OF SEDIMENT PIT AND
BACKED BY HARDWARE CLOTH
HARDWARE CLOTH
SUPPORTING
WASHED STONE
3'x2'x2.5'DEEP
3'x3'x3'DEEP
3'x5'x2.5'DEEP
63
50
TRAP VOLUME
WATERBAR DETAILS
100
125
SPACING
WATERBAR
B
2%
WATERBAR
SHALLOW SEDIMENT PIT
AT END OF WATERBAR
RIP RAP / WASHED STONE
FILTER OR COMPOST FILTER
SOCK TRAP AROUND
SEDIMENT PIT
FILTER AROUND SEDIMENT PIT
RIP RAP / WASHED STONE OR
COMPOST FILTER SOCK TRAP
EXTEND ROAD SECTION AROUND
TRAP INSTALL TRAP AT GRADE
SMALL SEDIMENT PIT AT
END OF WATERBAR
6" WEIR
MIN. 6" DEEP WEIR
SMALL SEDIMENT PIT SCREENED
ON LOWER END VIA #57 WASHED
STONE BACKED BY HARDWARE CLOTH
SUPPORTED BY SILT FENCE STAKES
9 IN.MIN.SECTION VIEW18 IN.MIN.6 FT.
MIN.
ORIGINAL GRADE
TEMPORARY CHANNEL MATTING
1
2
1
2
A CROSSING ANGLE SHOULD BE
SELECTED TO PROVIDE A POSITIVE
GRADE NOT TO EXCEED 2%
NOT TO SCALE
STANDARD CONSTRUCTION DETAIL #4-5
WEIGHTED SEDIMENT FILTER TUBE INSTALLATION
ACROSS A WIDE FLOW PATH
FLOW PATH WIDTH
FLOWFLOW12 IN. MIN.
OVERLAP
(TYP.)
1/2 TUBE
LENGTH
EXTEND TUBES AT
SIDES OF FLOW
PATH TO PREVENT
BYPASSING
METAL
T-POST
METAL T-POST
CENTERLINE OF FLOW
PATH AND TUBE
NOTES:
METAL T-POSTS SHALL BE INSTALLED AT THE CENTER AND AT EACH END OF THE TUBE. ADDITIONAL T-POSTS SHALL BE INSTALLED AS
NEEDED TO MEET THE MAXIMUM 2-FOOT SPACING. SLIGHTLY ANGLE STAKES WITH TOP FACING TOWARDS DIRECTION OF FLOW.
SEDIMENT TUBES SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT.
ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE HEIGHT OF THE TUBE AND DISPOSED AS DIRECTED
ELSEWHERE IN THE E&S PLAN.
DAMAGED TUBES SHALL BE REPAIRED OR REPLACED WITHIN 24 HOURS OF INSPECTION. A SUPPLY OF TUBES SHALL BE KEPT ON SITE
FOR THIS PURPOSE.
PLAN VIEWFLOW
NOT TO SCALE
STANDARD CONSTRUCTION DETAIL #4-4
WEIGHTED SEDIMENT FILTER TUBE INSTALLATION
CONCENTRATED FLOW AREA
6 IN.
MIN.
18 IN.
MIN.
METAL T-POSTS AT 2 FT. MAX.
SPACING ON DOWNGRADIENT
SIDE OF TUBE. ANGLE POSTS
TOWARD DIRECTION OF FLOW
SEDIMENT TUBE
PLACED ON COMPACTED
GROUND SURFACE
CENTERLINE OF
FLOW PATH AND
TUBE
FLOWFLOW PATH WIDTH
METAL
T-POST
NOTES:
THIS DETAIL APPLICABLE TO FLOW PATHS WITH WIDTHS LESS THAN OR EQUAL TO ONE TUBE LENGTH.
METAL T-POSTS SHALL BE INSTALLED AT THE CENTER AND AT EACH END OF THE TUBE. ADDITIONAL T-POSTS SHALL BE INSTALLED AS
NEEDED TO MEET THE MAXIMUM 2-FOOT SPACING.
SEDIMENT TUBES SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT.
ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE HEIGHT OF THE TUBE AND DISPOSED AS DIRECTED
ELSEWHERE IN THE E&S PLAN.
DAMAGED TUBES SHALL BE REPAIRED OR REPLACED WITHIN 24 HOURS OF INSPECTION. A SUPPLY OF TUBES SHALL BE KEPT ON SITE
FOR THIS PURPOSE.
FRONT VIEW
PLAN VIEW
NOT TO SCALE
STANDARD CONSTRUCTION DETAIL #6-1
VEGETATED CHANNEL
SOIL BACKFILL
LONGITUDINAL
ANCHOR TRENCH
OVERLAP 6
IN. MIN.
OVERCUT CHANNEL 2 IN. TO ALLOW
BULKING DURING SEED BED
PREPARATION
EXCAVATE CHANNEL TO DESIGN
GRADE AND CROSS SECTION
DESIGN
DEPTH
PREPARE SOIL AND APPLY SEED BEFORE INSTALLING
BLANKETS, MATS, OR OTHER TEMPORARY CHANNEL LINER
SYSTEM.
SHINGLE-LAP SPLICED ENDS OR BEGIN NEW ROLL IN AN
INTERMITTENT CHECK SLOT
MIN. SHINGLE LAP=6 IN.FLOWDB
Z2
1
Z1
1
LINING *
* SEE MANUFACTURER'S LINING INSTALLATION DETAIL FOR STAPLE PATTERNS, VEGETATIVE STABILIZATION FOR SOIL AMENDMENTS, SEED
MIXTURES AND MULCHING INFORMATION
LONGITUDINAL
ANCHOR TRENCH
(LOOKING DOWNSTREAM)
ISOMETRIC VIEW
CHANNEL CROSS-SECTION
INTERMITTENT CHECK SLOT LONGITUDINAL ANCHOR TRENCH
NOTES:
ANCHOR TRENCHES SHALL BE INSTALLED AT BEGINNING AND END OF CHANNEL IN THE SAME MANNER AS LONGITUDINAL ANCHOR TRENCHES.
CHANNEL DIMENSIONS SHALL BE CONSTANTLY MAINTAINED. CHANNEL SHALL BE CLEANED WHENEVER TOTAL CHANNEL DEPTH IS REDUCED BY 25% AT ANY
LOCATION.
SEDIMENT DEPOSITS SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY OR AS SOON AS SOIL CONDITIONS PERMIT ACCESS TO CHANNEL WITHOUT
FURTHER DAMAGE. DAMAGED LINING SHALL BE REPAIRED OR REPLACED WITHIN 48 HOURS OF DISCOVERY.
NO MORE THAN ONE THIRD OF THE SHOOT (GRASS LEAF) SHALL BE REMOVED IN ANY MOWING. GRASS HEIGHT SHALL BE MAINTAINED BETWEEN 2 AND 3
INCHES UNLESS OTHERWISE SPECIFIED. EXCESS VEGETATION SHALL BE REMOVED FROM PERMANENT CHANNELS TO ENSURE SUFFICIENT CHANNEL
CAPACITY.
CONNECT LOOPS WITH
3
16" CABLE CLAMPS
3
16" GALVANIZED
STEEL CABLE
DIRECTION OF
TRAVEL
4" X 4" UNTREATED
WOOD TIMBERS
2 FT
4 FT
PENNDOT CLASS 4 TYPE A GEOTEXTILE
UNDERLAYMENT
NOT TO SCALE
DETAIL C162-3
WOOD (TIMBER) MAT FOR WETLAND CROSSING
SECTION A - A
VIEW LOOKING DOWNSTREAM
SECTION B-B
VIEW LOOKING DOWNSTREAM
EROSION AND SEDIMENTATION DETAILS
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATE
INITIALSDATE
REGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID PNG
__
C-330-0001035 0
1" = 50'
2-T-GBO-3518
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
DRG KAO -2331
10700
0214646
DRG
12/10/2018003/18/2019 ISSUE FOR BID
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
C:\pwworking\east01\d0631772\C-330-0001033-1035.dwg 3/11/2019 2:55 PM PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PROFESSIONAL ENG/ARCH STAMP
-
-
-
N/A
N/A
N/AKAO CIVIL / GREENSBORO / LINE 330 EXTENSIONCOPYRIGHT 2018
N.T.S.