20190432 Ver 2_Site Impacts_20200318

PROPERTY DEVELOPMENT DATA
PROJECT SUMMARY
TYPE OF PLAN: ❑X SITE PLAN
❑ GROUP DEVELOPMENT PLAN
X❑ CLEARING/GRADING
CONTACT NAME: PIEDMONT NATURAL GAS (DAVE VENA)
ADDRESS: 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
PHONE #: [phone]
E-MAIL ADDRESS: [e-mail]
THIS COVER SHEET IS INTENDED FOR INFORMATION
PURPOSES ONLY. IT SUMMARIZES AND OMITS SOME
REQUIREMENTS FOR SITE PLAN APPROVAL. IT IS NOT TO BE
CONSTRUED OR USED AS MEANS OF NOT COMPLYING WITH
THE DEVELOPMENT ORDINANCE. APPLICANT MUST
COMPLETE ALL APPLICABLE SECTIONS.
PNG FLARE SITE
ACCESS ROAD
PLEASANT GARDEN
4305 PLEASANT GARDEN ROAD
GUILFORD COUNTY, NORTH CAROLINA
SUBMITTED: 03/13/2020
DEVELOPER'S NAME:
ADDRESS:
PHONE #:
CONTRACTOR'S NAME:
RO lSR,33251
ADDRESS:
R�
-- `E
t E E
vV I t t
PHONE #: -
f E
o ` t f E WETLANDS
V E
PROPERTY OWNER'S NAME: MANLEY C. AND PHYLLIS LEWIS ----
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E f« f« f E f« E f_.f E
k�t f k t t, ,E -k f
ADDRESS: 900 RITTERS LAKE ROAD t t :..., E t
t
' PARCEL ID: 135409
O � E
0 v • t --
PHONE #: « « E J
HDR, INC.
DESIGNER/ENGINEER:
440 S. CHURCH STREET, SUITE 1000 �o o
ADDRESS: , • 0 PROJECT AREA WITHIN
PROPOSED LOD
CHARLOTTE, NC 28701 U) oD
k f
Q v o
y J
PHONE #: [phone] z o v
Q
E-MAIL ADDRESS: [e-mail]
�— o ,1 r
o
TOTAL ACREAGE OF TRACT: 5.72 ACRES
Q °O, POND o PROJECT AREA TO UTILIZE CURRENT
J o GAS LINE CONSTRUCTION LOD
TAX PARCEL (S) # (18 DIGITS) PARCEL ID 135409
LOD J v
PERMANENT GAS LINE EASEMNET
PIN 7871-06-2182
�. � ---
PLAT/DEED BOOK REFERENCE: D.B. 5943, PG. 1561 - �� r 00(101 ao,
- SUBSTATION UNDER CONSTRUCTION
LOD
?I PROFESSIONAL ENGIARCH STAMP
001
•�Or,
AS MAIN UNDER CONSTRUCTION.
=E NCDEQ PERMIT GUILF-2019-036.
00
�0071 ----------,
----- 00I
LOD
SITE
1
1 "=2000'
PARCEL DESCRIPTION
PARCEL ID 135409
PIN 7871-06-2182
D.B. 5943, PG. 1561
MANLEY C. LEWIS
PHYLLIS K. LEWIS
900 RITTERS LAKE RD
EASEMENT RECORDED 04-04-2019
D.B. 8141, PG. 591-595
TRACT ACREAGE: 5.72 ACRES
DISTURBED AREA: 0.82 AC
PROJECT DATA:
PROPERTY OWNER/CONTACT:
PIEDMONT NATURAL GAS
4720 PIEDMONT ROW DRIVE
CHARLOTTE, INC 28210
DAVE VENA (CONTACT)
PHONE: [phone]
PROJECT NAME:
PLEASANT GARDEN ROAD SUBSTATION
(PLEASANT GARDEN ROAD 12" LOOPING PROJECT)
PROJECT LOCATION
PIN #: 7871-06-2182
ADDRESS: 4305 PLEASANT GARDEN ROAD
PROPERTY DATA:
ZONING CLASSIFICATION: AGRICULTURAL (AG)
TOTAL PROPERTY SIZE: 5.72 AC
PROPOSED DEVELOPMENT: ACCESS DRIVE
LIMITS OF DISTURBANCE: 0.83 AC
USE: PNG GAS UTILITY ACCESS ROAD
BUFFER RULES: JORDAN LAKE WATERSHED
POST -CONSTRUCTION STORMWATER RULES: LAKE MACKINTOSH WATERSHED
PURPOSE STATEMENT:
THE NEW ACCESS DRIVE IS FOR THE FLARE SITE
SETBACKS/BUFFERS (REQUIRED):
FRONT: 90 FT. OFF CENTERLINE OF RITTERS LAKE ROAD
SIDE: 15 FT.
REAR: 50 FT.
BUFFER/SCREEN: TBD
GENERAL NOTES:
1. SEE CSSP-001 FOR SITE NOTES.
2. SEE CSSP-003 FOR EROSION CONTROL NOTES.
3. SPECIFICATIONS FOR THE SITE DEVELOPMENT OF THIS PROJECT SHALL BE:
3.1. THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL MANUAL FOR
EROSION & SEDIMENT CONTROL.
3.2. NCDOT SPECIFICATIONS FOR DRAINAGE AND DRIVEWAY.
PLAN
SCALE: 1 "=100'
0' 100, 200'
HORIZONTAL SCALE: 1" = 100'
SHEET INDEX
CSSP-001
EXISTING CONDITIONS
CSSP-002
SITE PLAN
CSSP-003
ACCESS ROAD PROFILE
CSSP-004
EROSION CONTROL
CSSP-005
NCDOT DRIVEWAY PERMIT
CSSP-006
DETAILS
DEPARTMENT OF TRANSPORTATION
001001I ® DRIVEWAY PERMIT REQUIRED
CONTACT NC DOT @ 336-334-3161
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
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
%DUKE r6I Piedmont
ENERGY, Natural Gas
COPYRIGHT 2018
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
FLARE SITE ACCESS ROAD - COVER SHEET
TOWN OF PLEASANT GARDEN, NORTH CAROLINA
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
SHEET(S) 1 OF 9 DWG SCALE AS SHOWN
DWG DATE 03/13/2020 SUPERSEDED
-
-
AREA CODE
2331
DATE
-
INITIALS
-
REGIONAL
ENGINEER
ACCOUNT NUMBER
10700
PROJECT NUMBER
0214646
DATE
INITIALS
N/A
MGR TECH
REC &STD
DRAWING NUMBER
PNG COVER SHEET
REVISION
DRAWING BY
TNP
STATION ID
2-T-GBO-3518
DATE
-
NITIALS
N/A
PRINCIPAL
ENGINEER
CHECKER INITIALS
-
CIVIL / GREENSBORO / LINE 330 EXTENSION

L'
CULVERT
/ 18 REINFORCED CONCRETE PIPE
PARCEL ID 135248 TOP OF PIPE = 850.57'
PIN 7871-06-5742
WICKER, RALPH D;
WICKER, JUDITH
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PARCEL ID 135097 �\ I I R � _ / LEASANT GARDE As i � = Aq r — _ �o%/
PIN 7861-96-8641 \ l / �°"� — — N RD \ S
\ / / «� �- (SR-3505) GASG� _—
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D.B. 3114 PG. 513
19.43 AC
w/—
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SCALE: 1 "=50'
0' 50' 50'
HORIZONTAL SCALE: 1" = 50'
LEGEND
�LOD�
R R
—830—
FUTURE 12" PIEDMONT NATURAL GAS
PIPELINE (UNDER CONSTRUCTION)
PERMANENT GAS LINE EASEMENT
EXISTING CONSTRUCTION LIMITS OF
DISTURBANCE
PROPERTY LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING TREELINE
- - - - - - - - - - - - - - - - EXISTING STREAM CENTERLINE
EXISTING DELINEATED WETLAND
EXISTING OPEN WATER
EXISTING 6' CHAIN LINK FENCE
EASEMENT
GENERAL NOTES:
1. LATITUDES AND LONGITUDES ARE IN DECIMAL DEGREES REFERENCED TO WGS84.
2. ELEVATIONS ARE IN U.S. SURVEY FEET REFERENCED TO NAVD88.
3. TOPOGRAPHIC SURVEY AND ROAD RIGHTS -OF -WAY LOCATIONS PROVIDED BY ENCOMPASS SERVICES, PLLC (ENCOMPASS)
(JULY, 2018).
4. LOCATIONS OF EXISTING UTILITIES ARE BASED ON FIELD SURVEY DATA COLLECTED BY ENCOMPASS IN CONJUNCTION
WITH NORTH CAROLINA 811.
5. THIS PIPELINE CROSSING WAS DESIGNED, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE REGULATORY
CODES AND STANDARDS AND COMPANY REQUIREMENTS.
6. CONTRACTOR IS TO CONTACT UTILITY LOCATIONS/NOTIFICATION SERVICE FOR THE CONSTRUCTION AREA.
7. PRESENCE, LOCATION, AND DEPTH (POTHOLE IF NEEDED) OF ALL BURIED UTILITIES TO BE VERIFIED BY CONTRACTOR
PRIOR TO CONSTRUCTION AND CLEARLY MARKED ON THE SURFACE WITH PAINT, SURVEY STAKES, FLAGS, OR APPROVED
ALTERNATIVE.
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROFESSIONAL ENG/ARCHSTAMP
NO.1
DATE
REVISION(S) DESCRIPTION
BY
I CHK
APPD
I DESCRIPTION
APPROVALS
� DUKE I Piedmont
ENERGY Natural Gas
COPYRIGHT 2018
-
-
AREA CODE
2331
DATE
-
INITIALS
-
REGIONAL
ENGINEER
ACCOUNT NUMBER
10700
PROJECT NUMBER
0214646
DATE
-
INITIALS
N/A
MGR TECH
REC & STD
DRAWING BY
TNP
STATION ID
2-T-GBO-3518
DATE
-
INITIALS
N/A
PRINCIPAL
ENGINEER
CHECKER INITIALS
I -
PLEASANT GARDEN ROAD 12" LOOPING PROJECT SHEET(S) 2OF9 1 DWG SCALE
DWG DATE 03/13/2020 SUPERSEDED
FLARE SITE ACCESS ROAD - EXISTING CONDITIONS DRAWING NUMBER
TOWN OF PLEASANT GARDEN, NORTH CAROLINA PNG CSSP-001
GREENSBORO RESOURCE CENTER, NORTH CAROLINA rCIVIL / GREENSBORO / LINE 330 EXTENSION
AS SHOWN
REVISIONI

PARCEL ID 135093
PIN 7871-06-2911
MARION, CARL PHILLIP;
MARION, SHIRLEY R
7.34 AC
-
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N \ -` / �M ; �L �L/ �L I L yi�L \
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PARCEL ID 135409 \42" RCP CL-IV CULVERT
\ , PIN 7871-06-2182 ` SEE DETAILS 4 & 5
N \ y LEWIS, MANLEY C; SHEET CSSP-006
LEWIS PHYLLIS
\ ° � `% V�_ D.B. 5943 PG. 1561 �. .�. \ �. O
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ALIGNMENT LINE AND CURVE TABLE
LINE NO.
LENGTH
DIRECTION
START POINT
END POINT
N 816524.05
N 816458.80
L-1
68.20'
S16' 54' 48"E
E 1770163.49
E 1770183.33
N 816458.80
N 816414.21
C-1
45.08'
S03° 59' 52"E
E 1770183.33
E 1770186.45
N 816414.21
N 816280.31
L-2
135.53'
S08° 55' 03"W
E 1770186.45
E 1770165.44
N 816280.31
N 816211.95
C-2
70.82'
S10° 21' 53"E
E 1770165.44
E 1770177.94
N 816211.95
N 816127.35
L-3
97.35'
S29° 38' 49"E
E 1770177.94
E 1770226.10
N 816127.35
N 816085.96
C-3
43.10'
S130 11' 08"E
E 1770226.10
E 1770235.79
N 816064.82
N 816043.68
C-4
21.48'
S09° 25' 43"W
E 1770234.58
E 1770231.07
N 816085.96
N 816064.82
L-4
21.17'
S03° 16' 32"W
E 1770235.79
E 1770234.58
N 816043.68
N 815780.43
L-5
273.29'
S15° 34' 54"W
E 1770231.07
E 1770157.66
W I
0
00
_ W
W
C7
/ ;O
LID
�W
Z_
J
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GRAVEL ACCESS ROAD
SEE DETAIL 1 SHEET CSSP-002
PARCEL ID 135412
PIN 7871-06-0134
JOANN V. BIGHAM
D.B. 7328 PG. 389
2.48 AC
PROJECT AREA TO UTILIZE CURRENT
GAS LINE CONSTRUCTION LOD
�> ° \co / / > > O
cL 1> >\ > � \
00 > R:40'
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0' 30' 60'
HORIZONTAL SCALE: 1" = 30'
PERMANENT GAS
LINE EASEMENT
TURNAROUND
WITH 40' RADIUS
PARCEL ID 135401
PIN 7871-05-6023
WEATHERLY, A C;
WEATHERLY, BETTY
D.B. 1251 PG.402
37.45 AC
i
EXISTING
CONSTRUCTION
LOD
I i
1
- - - - "- - GAS MAIN UNDER CONSTRUCTION.
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
LEGEND
FUTURE 12" PIEDMONT NATURAL GAS
PIPELINE (UNDER CONSTRUCTION)
PERMANENT GAS LINE EASEMENT
�LOD�LOD� EXISTING CONSTRUCTION LIMITS OF
DISTURBANCE
PROPERTY LINE
- -830- - EXISTING MAJOR CONTOUR
- - - - - - - - - - EXISTING MINOR CONTOUR
EXISTING TREELINE
- - - - - - - - - - - - - - - - EXISTING STREAM CENTERLINE
EXISTING DELINEATED WETLAND
EXISTING OPEN WATER
EASEMENT
EXISTING 6' CHAIN LINK FENCE
PROPOSED TREELINE
830 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED ABC GRAVEL ACCESS DRIVE
LOD LOD LIMITS OF DISTURBANCE
GENERAL NOTES:
1. SEE COVER SHEET FOR PROJECT DATA.
2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, OBTAIN THE LATEST DESIGN FROM PIEDMONT NATURAL GAS.
3. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN STAKEOUT/CONTROL.
4. ALL DETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH SPECIFICATIONS AND CONSTRUCTION DOCUMENTS.
5. COORDINATE DRIVEWAY CONSTRUCTION WITH NCDOT.
SITE NOTES:
1. ALL DIMENSIONS ARE 90' UNLESS OTHERWISE NOTED.
2. CONSTRUCTION SHALL BE BE ESTABLISH AND VERIFY POINT OF BEGINNING (P.O.B.) AND STAKE AS INDICATED ON
CONSTRUCTION DOCUMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. NOTIFY HDR ENGINEERING, INC.
IMMEDIATELY OF ANY DISCREPANCIES.
3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, PAD, OR CENTERLINE UNLESS OTHERWISE NOTED.
4. ALL DETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH SPECIFICATIONS AND CONSTRUCTION DOCUMENTS.
5. NON-STANDARD ITEMS (IE. PAVERS, IRRIGATION SYSTEMS, ETC) IN RIGHT -OF -WAY REQUIRE A RIGHT-OF-WAY
ENCROACHMENT. AGREEMENT WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
6. NO DEMOLITION LANDFILLS ALLOWED ON SITE.
7. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT
WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE
APPLICANT.
8. BEFORE YOU DIG STOP AND CALL THE NC ONE -CALL CENTER AT 1-800-832-4949. IT'S THE LAW.
9. CONTRACTOR TO COORDINATE WITH NCDOT A MINIMUM OF 48 HOURS BEFORE ANY WORK WITHIN RIGHT-OF-WAY.
SEE NCDEQ PERMIT GUILF-2019-036.
TYPE "ABC" CRUSHER RUN GRAVEL COMPACTED TO
95% MAXIMUM DRY DENSITY PER ASTM D-1557
/ LEVEL SHOULDER
SEE NOTE 1
( %
SUBSTATION UNDER
CONSTRUCTION
I I I I I I I I I I I I
I
aj
-yes
15' 1.5'
NOTES:
1. CUT SUBGRADE DOWN 12" FOR ACCESS ROAD.
2. GRADE ACCESS ROAD WITH MIN 2% CROSS -SLOPE.
3. SUBGRADE TO BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM D-1557.
1 ACCESS ROAD SECTION (N.T.S.)
-
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
n
o
Y
-
=
PROFESSIONAL ENG/ARCHSTAMP
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
�� DUKE I Piedmont
' ENERGY Natural Gas
COPYRIGHT 2018
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
FLARE SITE ACCESS ROAD - SITE PLAN
TOWN OF PLEASANT GARDEN NORTH CAROLINA
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
SHEET(S) 3 OF 9 DWG SCALE AS SHOWN
DWG DATE 03/13/2020 SUPERSEDED -
-
-
AREA CODE
2331
DATE
INITIALS
REGIONAL
ENGINEER
ACCOUNT NUMBER
10700
PROJECT NUMBER
0214646
DATE
-
INITIALS
N/A
MGR TECH
REC&STD
DRAWING NUMBER
PNG CSSP-002
REVISION
DRAWING BY
TNP
STATION ID
2-T-GBO-3518
DATE
-
INITIALS
N/A
PRINCIPAL
ENGINEER
CHECKER INITIALS
-
CIVIL / GREENSBORO / LINE 330 EXTENSION

PROFESSIONAL ENG/ARCH STAMP
I
I
I
I
1
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r4-
x \ PARCEL ID 135094
PIN 7871-06-4283 .50 AC
//LEWIS PHYLLIS_/ '/
//D.B.4493PG. 1 /442" RCP CL-IV CULVERT
\ SEE DETAILS 4 & 5 W SHEET CSSP-006 //Ovii
PARCEL ID 135409 wti
PIN 7871-06-2182 2:1 SLOPE
LEWIS MANLEY C, PERMANENT II I I I
EASEMENT PHYLLIS /4 TURNAROUNDD.B. 5943 PG. 1561
5.72 AC
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PIN 7871-06-2911 \ \ 0 > >� / > / - - — \ \ / — — — — i �> I I \ / / / / / I , /
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PHILLIP; *26.03
MARION, SHIRLEY R I \y \ \ \ \ \ \\ ( ( / I ✓ �� >> > �>/ I / // SEE GAS MAIN UNDER PERM TONSTR 20 9 036. //
7.34AC / I N \ I \ — \ \ ��\-- ) I I / I I /\/, > �/ I
N D / I ( /
I yN \ \ \ \ Qs \ 2:1 SLOPE00
I o\ \ EXISTING SWALE GRAVEL ACCESS PARCEL ID 135412 \ \ -� \\/
TO MERGE WITH ROAD SEE DETAIL 1 \ \ PIN 7871-06-0134 \ \ \
I \ \ \_ \\
PROPOSED SWALE SHEET CSSP-002 \ JOANN V. BIGHAM � \ , \ ` \ \ 8zs`
D.B. 7328 PG. 389
I \ \ \ \ \ \ \ \ \ \ SWALE SEE 2.48 AC _ _
\ \ � \�\� — � 2:1 SLOPE
— \ — SUBSTATION UNDER CONSTRUCTION
/ I - \ �� „
DETAIL 83p\ \\
SHEET
CSSP-007
%e 1
a:.1
%6 1
:�1
E HL
SCALE: 1 "=50'
0' 50' 100,
HORIZONTAL SCALE: 1" = 50'
HP STA = 0+20
HP EL = 850.53
VPI STA = 0+35.97
-
- +
o
ao —
J -
RITTERS U) w 00 97
J
LAKE ROAD
o_
rn
o
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Vj
Q. r CO d�
+ M +
M N e')
o>
U UH
o d d
EXISTING GRADE \ o -
- — BEGINNING OF
TURNAROUND
i
i
PROPOSED GRADE
PROPOSED 42" RCP CL-IV CULVERT
SEE DETAILS 4 & 5 SHEET CSSP-006 \
0
FUTURE 12" GAS LINE WED! IQ -A
It M M M N N M M M N N
00
-0+50 -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
PROFILE
SCALE: 1 "=50' HORZ.
1 "=10' VERT.
0' 50' 100,
HORIZONTAL SCALE: 1" = 50'
1
:•1
ME
ME
1
ME
MR
w
J
Q
U
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J
Q
U
w
LEGEND
�LOD�LOD�
R R R-
-830-
FUTURE 12" PIEDMONT NATURAL GAS
PIPELINE (UNDER CONSTRUCTION)
PERMANENT GAS LINE EASEMENT
EXISTING CONSTRUCTION LIMITS OF
DISTURBANCE
PROPERTY LINE
EXISTING MAJOR CONTOUR
- EXISTING MINOR CONTOUR
EXISTING TREELINE
---------------- EXISTING STREAM CENTERLINE
. w w w W W EXISTING DELINEATED WETLAND
EXISTING OPEN WATER
EASEMENT
EXISTING 6' CHAIN LINK FENCE
PROPOSED TREELINE
830 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED ABC GRAVEL ACCESS DRIVE
LOD LOD LIMITS OF DISTURBANCE
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.I DATE
REVISION(S) DESCRIPTION
BY CHK JAPPID DESCRIPTION
- - AREA CODE 2331
ACCOUNT NUMBER 10700
PROJECT NUMBER 0214646
DRAWING BY I VKH
STATION ID F 2-TR-GBO-6118
CHECKER INITIALS -
APPROVALS
DATE
INITIALS
REGIONAL
ENGINEER
DATE
INITIALS
MGR TECH
-
N/A
REC & STD
DATE
INITIALS
PRINCIPAL
-
NIA
ENGINEER
PLEASANT GARDEN ROAD 12" LOOPING PROJECT SHEET(S) 4OF9 1 DWG SCALE
DWG DATE 03/13/2020 SUPERSEDED
ENERGY Fiedmont
DUKE r611atural Gas FLARE SITE ACCESS ROAD - ACCESS ROAD PROFILE
DRAWING NUMBER
TOWN OF PLEASANT GARDEN, NORTH CAROLINA PNG CSSP-003
COPYRIGHT 2018 GREENSBORO RESOURCE CENTER, NORTH CAROLINA CIVIL / GREENSBORO / LINE 330 EXTENSION
AS SHOWN
REVISIONI

I I I T, �I I N 1\\� a-V \ \\ x � \\ R I�� R
\ \ \ \I I 8_5SILT FENCE SEE DETAIL
6 SHEET CSSP-006 (TYP)SILT FENCE OUTLET
_
SEE DETAIL 3 SHEET \ 84
\
I I \ 1 \ \ I I I I •v Lv I .v i \ CSSP 006 (TYP) — \ r I I WATTLE (TYP.) /
\ \ 1 1 \ \ \\ l 01 I I \ l I I •I' / `J �� SEE DETAIL 3 SHEET
CSSP-007
\ I 1 1 \ \ \ \\\ \\ I REMOVE EXISTING FENCE PARCEL ID 135409
THAT IS LOCATED WITHIN LOD PIN 7871-06-2182\
00 X\\ 1.� LEWIS, MANLEY C; — x —
\\ LEWIS, PHYLLIS �\ .v .� ,�� ss'+
D.B. 5943 AC. 1561 S" + + +/ -
CONSTRUCTION \ \ \ \ d \ 1 \ — — — t a O
W ,\ W � �' 42" RCP CL-IV CULVERT � ss + � � � � —�I j
ENTRANCE \ I \ \ I 1 I l \ .v SEE DETAILS 4 & 5
m
SEE DETAIL 01\ \ \ \ \ \ \ \ SHEETCSSP-06 SHEET CSSP-006
\ \ \I � \`\ \,S \ \, \ \ � �\
IS
D= sOD ssis—ass\ _
0
Iss
PARCEL ID 135093—
P I N 7871-06-2911 I \ \ \\ ! \ — _ — s� / / / U) - —
MARION, CARL PHILLIP; \ N o — — ° S—SS °-55/ / / / — � LU
MARION, SHIRLEY R
7.34 AC REMOVE EXISTING FENCE U A/
THAT IS LOCATED WITHIN LOD
cp
PROVIDE PUMP -AROUND
EROSION CONTROL \ \ \ \ \ I \ �_� /\\\l
BLANKET (TYP.) \ \ \ \ \ \ \ FOR INSTALLATION OF
\ CULVERT SEE DETAIL 1
SEE DETAIL 2 1 \ \ \ \
SHEET CSSP-006 \ SHEET CSSP-007
I \ c \ \ \ GRAVEL ACCESS ROAD
I \yN o \ x EXISTING SWALE SEE DETAIL 1 SHEET PARCEL ID 135412
I 94 \ TO MERGE WITH CSSP-002 PIN 7871-06-0134
\
\ PROPOSED SWALE \ j '
JOANN V. BIGHAM \ \ \—
/ x D.B. 7328 PG. 389 \ ` —' �82S
248 AC RIP -RAP OUTLET PROTECTION.
� .
— — \
I I \\ \ SEE DETAIL 8 SHEET CSSP-006 \ —
//IIII)I PERMANENT —
EASEMENT
840
LLI\
coImo\ EROSION CONTROL
BLANKET (TYP.)
�tiQ T \ SEE DETAIL 2
�LLI - SHEET CSSP-006
�w a
o
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30 / j ( I PIN 7871-05-6023
Lu« �// N I 1 I I WEATHERLY, A C;
S I
_� WEATHERLY, BETTY
J — — — — — D.B. 1251 PG. 402
✓� _-------`s��ss /�� / / // // / I I J I 37.45AC
/ _825 �,ss
*00
-OD26 If
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LSS O
/ GAS MAIN UNDER CONSTRUCTION.
-7—SEE NCDEQ PERMIT GUILF-2019-036.
��
PROPOSED
SUBSTATION SITE \ II
8\S'
­­­ I —
0' 30' 60'
HORIZONTAL SCALE: V = 30'
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
GENERAL NOTES:
CONSTRUCTION SEQUENCE
1. OBTAIN AND MAINTAIN ON SITE THE LAND DEVELOPMENT PERMIT FROM THE NCDEQ.
2. CONTACT THE NCDEQ EROSION CONTROL INSPECTOR TO SCHEDULE AN ON -SITE PRE -CONSTRUCTION
CONFERENCE TO DISCUSS EROSION CONTROL MEASURES.
3. INSTALL THE CONSTRUCTION ENTRANCE, SILT FENCE AND SILT FENCE STONE OUTLETS AS SHOWN ON
PLANS, PRIOR TO ANY SITE DISTURBANCE ACTIVITIES (CLEARING, GRUBBING, GRADING).
4. INSTALL GRUBBED ACCESS TO WETLAND CULVERT LOCATION.
5. INSTALL PUMP AROUND PER DETAILS AND LINE WETLAND WITH COMPOST FILTER SOCKS PERPENDICULAR
TO ACCESS DRIVE CORRIDOR.
6. INSTALL WATER BARS AS NECESSARY TO DIVERT RUN-OFF AWAY FROM THE CULVERT INSTALLATION
LOCATION.
7. INSTALL CULVERT.
8. CLEAR REMAINDER OF CORRIDOR AND BEGIN GRADING ONCE CULVERT IS INSTALLED.
9. DEVIATIONS FROM THE APPROVED PLAN MUST BE SUBMITTED TO AND APPROVED BY NCDEQ.
10. INSPECT ALL EROSION CONTROL DEVICES AT WEEKLY INTERVALS AND AFTER EVERY RAINFALL EXCEEDING
1" TO VERIFY THAT THEY ARE FUNCTIONING PROPERLY. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED
AND PLACED IN A DESIGNATED SPOIL DISPOSAL AREA APPROVED BY THE INSPECTOR.
11. CONDUCT PERIODIC INSPECTIONS OF ALL EROSION AND SEDIMENTATION CONTROLS AND MAKE ANY
REPAIRS OR MODIFICATIONS NECESSARY TO ASSURE CONTINUED EFFECTIVE OPERATION OF EACH DEVICE.
12. STABILIZE ALL GRADED AREAS WITH TEMPORARY SEEDING PER THE REQUIRED NCDEQ REGULATIONS.
PROVIDE PERMANENT SEEDING AS GRADED AREAS ARE FINALIZED. PROVIDE MATTING ON ALL SLOPES AND
IN SWALES AS DETAILED IN THIS PLAN SET.
13. MAINTAIN EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION.
14. REMOVE EROSION CONTROL MEASURES UPON FINAL SITE STABILIZATION AND APPROVAL BY NCDEQ.
LEGEND
FUTURE 12" PIEDMONT NATURAL GAS
PIPELINE (UNDER CONSTRUCTION)
PERMANENT GAS LINE EASEMENT
EXISTING CONSTRUCTION LIMITS OF
�LOD
DISTURBANCE
R R
PROPERTY LINE
— 830 — —
EXISTING MAJOR CONTOUR
-----------
EXISTING MINOR CONTOUR
EXISTING TREELINE
----------------
EXISTING STREAM CENTERLINE
EXISTING DELINEATED WETLAND
EXISTING OPEN WATER
EASEMENT
EXISTING 6' CHAIN LINK FENCE
PROPOSED TREELINE
830
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
�\1
PROPOSED ABC GRAVEL ACCESS DRIVE
LOD LOD
LIMITS OF DISTURBANCE
+ +
EROSION CONTROL BLANKET INSTALLATION
(SEE DETAIL 2 SHEET CSSP-006)
SILT FENCE (SEE DETAIL 6 SHEET CSSP-006)
SFO
SILT FENCE OUTLET (SEE DETAIL 3
SHEET CSSP-006)
**MOO*
COMPOST FILTER SOCK (WATTLES)
(SEE DETAIL 3 SHEET CSSP-007)
1. SEE COVER SHEET FOR PROJECT DATA.
2. PROVIDE SILT FENCE AROUND PERIMETER OF ALL STOCKPILES, IF NEEDED. STABILIZE IMMEDIATELY UPON ESTABLISHMENT OF PILE.
3. GRADING CONTRACTOR SHALL CHECK/ IDENTIFY FOR ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING THE CLEARING / GRADING.
4. ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED DAILY. SILT FENCE SHALL BE CLEANED FROM SEDIMENT WHEN THE SEDIMENT LEVEL IS
HALF WAY UP THE SILT FENCE FABRIC.
5. THE CONSTRUCTION ENTRANCE MAY REQUIRE ADDITIONAL STONE TO PREVENT TRACKING ONTO RITTERS LAKE ROAD.
6. THE GRADING CONTRACTOR WILL BE RESPONSIBLE FOR CLEANING ANY TRACKING OF SEDIMENT ONTO PAVED ROAD AS SOON AS POSSIBLE, BUT
BEFORE THE END OF THE WORK DAY.
7. ALL DEBRIS STOCK PILES SHALL BE REMOVED AND PROPERLY DISPOSED OF IN A LEGAL LANDFILL (I.E. MULCH AND LOG PILES).
8. SEE CONSTRUCTION SEQUENCE THIS SHEET.
9. SEE SHEETS 2 AND 3 OF THE PLEASANT GARDEN 12" LOOPING PROJECT FOR EROSION CONTROL NOTES AND SPECIFICATIONS ASSOCIATED WITH
THIS PROJECT. THE CURRENT PERMIT FOR THIS PROJECT WITH NCDEQ IS GUILF-2019-036.
-
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
n
o
Y
-
=
PROFESSIONALENG/ARCHSTAMP
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
% DUKE I Piedmont
' ENERGY Natural Gas
COPYRIGHT 2018
PLEASANT GARDEN ROAD 12" LOOPING PROJECT
FLARE SITE ACCESS ROAD - EROSION CONTROL
TOWN OF PLEASANT GARDEN NORTH CAROLINA
GREENSBORO RESOURCE CENTER, NORTH CAROLINA
SHEET(S) 5 OF 9 DWG SCALE AS SHOWN
DWG DATE 03/13/2020 SUPERSEDED —
—
-
AREA CODE
2331
DATE
INITIALS
REGIONAL
ENGINEER
ACCOUNT NUMBER
10700
PROJECT NUMBER
0214646
DATE
-
INITIALS
N/A
MGR TECH
REC&STD
DRAWING NUMBER
PNG CSSP-004
REVISION
DRAWING BY
TNP
STATION ID
I 2-T-GBO-3518
DATE
-
INITIALS
NIA
PRINCIPAL
ENGINEER
CHECKER INITIALS
-
CIVIL / GREENSBORO /LINE 330 EXTENSION

i
i •
• 1
le
Elem
ccu / LINE OF SIGHT
Ta. as as i._ na 3a 3xo axoy —0 3a� as
\51:�—
svga"° —fi _�sv� — \ sve — svo�— 'C
— 143'— —Sd� —5 sd� — sd — Sd� — \ —I RITTERS LAKE RD (SR-3325) — -
100' 216' �` _ 4+00 , \ 5+00
It
\ \ \ \ \ \ \ \ It
INTERSECTION �=% R�='�
LINE OFSIGHT �
PROPERTY LINE
\ \ \ I I�
�
10'x70' SIGHT
\ \ \ 1 I 1 I \ 10'x70' SIGHT TRIANGLE
TRIANGLE
301 I f f f f f i- E— — f f f \ f
/
\ \ / . / f� f f —,` f f \ \ f f f f—f— f —s , ALL TREES/SHRUBS TO BE \ \ \ \ \ \I\ I I I 1 \ II 11 I \ o f� — f f f f CLEARED IN SIGHT DISTANCE,
f \ \ \
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f f f f CORRIDOR \ \ \ \
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P 1 A KI
bUALtz: "I "=5U'
0' 50' 100,
SCALE: 1" = 50'
-6+00 -5+50 -5+00 4+50 4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 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
NOTE: RITTERS LAKE ROAD (S.R.3325) IS A TWO-LANE ROAD WITH 45 MPH SPEED LIMIT.
SIGHT DISTANCE (ft) VALUE PER 10 MPH OF ARTERIAL DESIGN SPEED
FOR APPROPRIATE ARTERIAL WIDTH OF CROSSING
DESIGN VEHICLE CROSSING THE ARTERIAL
TWO LANES
FOUR LANES
SIX LANES
PASSENGER VEHICLE
100
120
130
SINGLE UNIT TRUCK
130
150
170
WB-50 TRACTOR TRAILER
170
200
210
CALCULATION USED FOR INTERSECTION SIGHT DISTANCE
45 MPH FOR SINGLE UNIT TRUCK
TWO LANES - 45 MPH / 10 * 130 = 585 FT
PROFESSIONAL ENG/ARCH STAMP
PROFILE
SCALE: 1 "=50' HORZ.
1"=10' VERT.
0' 50, 100,
HORIZONTAL SCALE: 1" = 50'
GENERAL NOTES
LEGEND
PROPERTY LINE
-830- - EXISTING MAJOR CONTOUR
------------ EXISTING MINOR CONTOUR
EXISTING TREELINE
---------------- EXISTING STREAM CENTERLINE
870
860
0
N
850
840
830
O
EXISTING DELINEATED WETLAND
EASEMENT
X EXISTING 6' CHAIN LINK FENCE
PROPOSED TREELINE
830 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED ABC GRAVEL ACCESS DRIVE
LOD LOD LIMITS OF DISTURBANCE
1. HDR GENERATED THIS EXHIBIT FOR SOLELY PURPOSES RELATED TO THE NCDOT DRIVEWAY PERMIT PROCESS. THIS
EXHIBIT IS NOT INTENDED FOR LEGAL, DESIGN OR OTHER RELATED USES AS THE ACCURACY OF THIS EXHIBIT IS NOT
GUARANTEED. HDR DOES NOT ASSUME RESPONSIBILITY FOR ANY ACTIONS OR DECISIONS MADE USING THIS EXHIBIT'S
DATA.
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.I DATE
REVISION(S) DESCRIPTION
BY CHK JAPPD DESCRIPTION
- - AREA CODE 2331
ACCOUNT NUMBER 10700
PROJECT NUMBER 0214646
DRAWING BY I VKH
STATION ID 2-TR-GBO-6118
CHECKER INITIALS -
APPROVALS
DATE
INITIALS
REGIONAL
ENGINEER
DATE
INITIALS
MGR TECH
-
N/A
REC & STD
DATE
INITIALS
PRINCIPAL
-
NIA
ENGINEER
PLEASANT GARDEN ROAD 12" LOOPING PROJECT SHEET(S) 6OF9 1 DWG SCALE
DWG DATE 03/13/2020 SUPERSEDED
ENERGY Fiedmont
DUKE r6llatural Gas FLARE SITE ACCESS ROAD - NCDOT DRIVEWAY PERMIT
DRAWING NUMBER
TOWN OF PLEASANT GARDEN, NORTH CAROLINA PNG CSSP-005
COPYRIGHT 2018 GREENSBORO RESOURCE CENTER, NORTH CAROLINA CIVIL / GREENSBORO / LINE 330 EXTENSION
AS SHOWN
REVISIONI

3
FT
50' MIN.
\EXISTING
GROUND
GEOTEXTILE
MIN 6" OF 2-3
WASHED
STONE
PROFILE
PLAN VIEW
MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE
i MOUNTABLE
BERM (6 IN. MIN.) -
EXISTING ROADWAY
ARTH FILL
PE AS NECESSARY
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
SEE PAGE 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.
1 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NOT TO SCALE
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00 PRECAST CONCRETE ENDWALL NORTH CAROLINA
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DIVISION OF HIGHWAYS
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BLANKET EDGES STAPLED
AND OVERLAPPED
(4 IN. MIN.)
STARTING AT TOP OF SLOPE, ROLL
BLANKETS IN DIRECTION OF WATER
FLOW
INSTALL BEGINNING OF ROLL IN 6 IN. x 6 IN. ANCHOR TRENCH,
STAPLE, BACKFILL AND COMPACT SOIL
PREPARE SEED BED
(INCLUDING APPLICATION OF LIME,
FERTILIZER AND SEED) PRIOR TO BLANKET
INSTALLATION
THE BLANKET SHOULD NOTE OVERLAP BLANKET ENDS 6 IN. MIN. WITH THE-` REFER TO MANUF. RECOMMENDED
BE STRETCHED; IT MUST UPSLOPE BLANKED OVERLYING THE STAPLING PATTERN FOR STEEPNESS AND
MAINTAIN GOOD SOIL DOWNSLOPE BLANKET (SHINGLE STYLE). LENGTH OF SLOPE BEING BLANKETED
CONTACT STAPLE SECURELY.
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.
MATTING SHALL BE CURLEX I, OR ENGINEER APPROVED EQUIVALENT.
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.
2 EROSION CONTROL BLANKET INSTALL (SLOPES)
NOT TO SCALE
WIRE MESH REINFORCEMENT
STEEL POST
(1.25 LB/LIN FT STEEL- 5FT MIN
LENGTH)
8 FT. MAX.
FABRIC HEIGHT, 24"
WIRE MESH
REINFORCEMENT
STEEL
POST
FABRIC
CUTAWAY VIEW
WIRE
MESH
REINFORCEMENT
NOTES:
1. SILT FENCE FABRIC SHALL MEET THE STANDARDS OF TABLE 6.62E OF THE
INC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL:
J3nlna66
A. TENSILE STRENGTH - 90 LBS;
B. PERMITTIVITY - 0.05 SEC-1;
C. APPARENT OPENING SIZE - 30 US STD. SIEVE; AND,
_
I I- FILTER FABRIC
D. ULTRAVIOLET STABILITY - 70%
2 OSTS ONE HIGHER
I I I I BACKFILL TRENCH WITH
FENCESHOULD
HECK WITH A LEVEL IFNFOOT
THAN THE MIDDLE OF THEESSARY
I II COMPACTED 8" DOWN-4"
3. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON
FORWARD
STANDARD APPLICATIONS.
4. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT
SECTION VIEW
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
10. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE
WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY
RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE
45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1
SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR,
INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO
SKID STEER, OR ROLLER EXERTING AT LEAST 60
HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING.
POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE
7. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS
FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS.
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
MAINTENANCE:
DEVIATIONS BEFORE COMPACTION.
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)
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH FABRIC
NCDOT CLASS A RIP RAP
1'-6"HIGH
STEEL POST
(1.33 LB/LIN FT STEEL- 4FT MIN
LENGTH)
F��
6' MAX. SPACING
DESIGN
TYPE
DRAINAGE AREA
(APPROX.)
WEIR LENGTH (L)
MIN.
1/4
1/2 ACRE
4.0 FT
9" MAX
(RECOMMENDED)
STORAGE HEIGHT
18"
24"
V-6" MIN
STEEL POST
1.33 LB/LIN FT STEEL- 4FT MIN
ENGTH)
SILT FENCE
TAMP BACKFILL AT
REGULARINTERVALS
EXISTING GRADE
PONDING HEIGHT
STEEL POST
36 in. ABOVE GRADE (MAX.)
RUNOFF
ROCK SECTION DETAIL
TRENCH WITH GRAVEL
# 57 WASHED
STONE
12" MIN COVER
CLASS B RIPRAP
CLASS B
RIPRAP
2 APRON
1 % MIN SLOPE (SEE NOTE 2)
EXISTING GRADE
8„ J NOTES:
1. REFER TO SHEET PEN FOR INSPECTION AND MAINTENANCE
SPECIFICATIONS (LISTED AS CONSTRUCTION ENTRANCE)
2. REFER TO PLAN SHEETS FOR MIN AND MAX SLOPES FOR EACH
TEMPORARY CULVERT
3 SILT FENCE OUTLET 4 TEMPORARY CULVERT CROSSING
NOT TO SCALE NOT TO SCALE
NOTES:
1. La IS THE LENGTH OF THE RIPRAP APRON.
2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".
3. IN A WELL DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS
TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
TOP OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE
RIPRAP AND SOIL FOUNDATION.
PIPE OUTLET TO FLAT AREA- NO WELL
DEFINED CHANNEL.
I
A Lim
A
2'MIN.
a
FLOW
COMPACTED SOIL O
2:1 OR FLATTER PLAN
EARTHEN C 18"MIN.
OAF
11 .I 11= I M `�
III -I I M I 1=_ _-III-III-III-I 11=1 I I -I I-'
I-III-III=1 I I -I
.III=III=1 I I -I I I-III-III-III=1 � I-
111-1111I11111I11111 III- - - -r 7CMP
d6'TYP.- - - -'-'--d-' =1 1 1= 11=1 I -I 1 I 11=
NOTED ON PLAN: DS =_> DS =_> DS =_> DS =_> FILTER BLANKET
SECTION AA SECTION B-B
PIPE OUTLET TO WELL DEFINED CHANNEL
NOTE:
ALL RIP -RAP TO BE NCDOT CLASS 1
CULVERT
SIZE
(DIA.)
La
ft.
W1
ft.
W2
ft.
d
in.
INLET
ELEVATION
OUTLET
ELEVATION
1
5 PRECAST CONCRETE ENDWALL 6 SILT FENCE (SS1) 7 DIVERSION SWALE 8
NOT TO SCALE NOT TO SCALE NOT TO SCALE
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROFESSIONAL ENG/ARCH STAMP
RIP RAP PAD
NOT TO SCALE
NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEETS 7 OF 9 DWG SCALE AS SHOWN
REGIONAL
- - AREA CODE 2331 DATE INITIALS PLEASANT GARDEN ROAD 12" LOOPING PROJECT ( )
ACCOUNT NUMBER 10700 - - ENGINEER ( DWG DATE 03/13/2020 SUPERSEDED
PROJECT NUMBER 0214646 DATE INITIALS MGR TECH �ENERGY® DUKE il
Natural Gas Piedmont FLARE SITE ACCESS ROAD - DETAILS DRAWING NUMBER REVISION
DRAWING BY VKH - NIA REC &STD TOWN OF PLEASANT GARDEN NORTH CAROLINA PNG CSSP-006
STATION ID 2-TR-GBO-6118 DATE INITIALS PRINCIPAL
CHECKER INITIALS - - NIA ENGINEER COPYRIGHT 2018 GREENSBORO RESOURCE CENTER, NORTH CAROLINA CIVIL / GREENSBORO /LINE 330 EXTENSION

u
IMPERVIOUS DIKE
(SEE NOTE 8)
APPROXIMATE BASE FLOW WATER
LEVEL (6")
BASE FLOW + 1'
(2' MIN)
SANDBAG/STONE (CLASS A)
6; (SEE NOTE 8)
4REA
IMPERVIOUS MEMBRANE
TYPE 2
IMPERVIOUS DIKE DETAIL
DEWATERING PUMP
SEDIMENT REMOVAL DEVICE
(SEE DETAIL, THIS SHEET)
12"(30cm)
CRITICAL POINTS
A. OVERLAPS AND SEAMS
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE SLOPE
VERTICES
CLEAN WATER PUMP -AROUND PUMP
TEMPORARY FLEXIBLE HOSE
EXISTING CHANNEL
IMPERVIOUS DIKE
(SEE DETAIL, THIS SHEET)
TEMPORARY STABILIZED
OUTLET
(SEE DETAIL THIS SHEET)
NOTES:
"HORIZONTAL STAPLE SPACING SHOULD BE
ALTERED IF NECESSARY TO ALLOW STAPLES TO
SECURE THE CRITICAL POINTS ALONG THE
CHANNEL SURFACE.
**IN LOOSE SOIL CONDITIONS, THE USE OF
STAPLE OR STAKE LENGTHS GREATER THAN
6"(15CM) MAY BE NECESSARY TO PROPERLY
SECURE THE RECP'S.
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECPS IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH WITH APPROXIMATELY 12"(30CM) OF RECPS EXTENDED BEYOND THE UP -SLOPE
PORTION OF THE TRENCH. USE SHOREMAX MAT AT THE CHANNEUCULVERT OUTLET AS SUPPLEMENTAL SCOUR PROTECTION AS NEEDED. ANCHOR THE RECPS WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12"(30CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING
12"(30CM) PORTION OF RECPS BACK OVER THE SEED AND COMPACTED SOIL. SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART
ACROSS THE WIDTH OF THE RECPS.
3. ROLL CENTER RECPS IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECPS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS MUST BE SECURELY
FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
4. PLACE CONSECUTIVE RECPS END -OVER -END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE RECPS.
5. FULL LENGTH EDGE OF RECPS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30CM) APART IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECPS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5-12.5CM) (DEPENDING ON RECPS TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 -12M) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4"(10CM) APART AND 4"(10CM)
ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE RECPS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30CM) APART IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH. BACKFILL AND COMPACT
THE TRENCH AFTER STAPLING.
2 LINER- CHANNEL INSTALLATION DETAIL
NOT TO SCALE
PROFESSIONAL ENG✓ARCH STAMP
GENERAL NOTES:
1. ALL CHANNEL WORK INVOLVING EXCAVATION SHALL BE PERFORMED IN DRY CONDITIONS OR IN CHANNEL SECTIONS ISOLATED BY IMPERVIOUS DIKES
AND KEPT DE -WATERED.
2. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED THE SAME WORKING DAY.
3. PUMP -AROUND PUMP AND HOSE SHALL ADEQUATELY CONVEY BASEFLOW (APPROX. 1 CFS). DE -WATERING PUMP SHALL ADEQUATELY DE -WATER THE
WORKING AREA AT THE DOWNSTREAM IMPERVIOUS DIKE.
4. GRAVITY -BASED GEOTEXTILE BAG FILTERS SHALL BE USED TO COLLECT SILT AND SEDIMENT FROM WORK AREA DEWATERING. THE DESIGNER MAY
SPECIFY A SEDIMENT BASIN OR OTHER SEDIMENT CONTROL MEASURE IN LIEU OF A SEDIMENT BAG IF SITE CONDITIONS ARE FAVORABLE (I.E. - TREES
WILL NOT BE IMPACTED FOR BASIN EXCAVATION, ETC.).
5. EFFLUENT FROM CLEAN WATER PUMP AROUND MAY BE DISCHARGED DIRECTLY INTO STABILIZED OUTLET (NO SEDIMENT REMOVAL DEVICE REQUIRED).
6. A STABILIZED OUTLET SHALL BE USED TO CONTROL THE EFFLUENT FROM ALL PUMPING OPERATIONS. THE DESIGNER SHALL SPECIFY ALL MATERIALS
AND DIMENSIONS ASSOCIATED WITH STABILIZED OUTLETS.
7. FILTER FABRIC AS SPECIFIED BY THE DESIGNER SHALL BE USED UNDERNEATH ALL STONE/RIP RAP PLACED FOR SEDIMENT BAGS, STABILIZED OUTLETS,
SPLASH PADS.
8. IMPERVIOUS DIKES SHALL BE CONSTRUCTED TO ISOLATE THE IN -STREAM WORKING AREA. AN IMPERVIOUS FABRIC MEMBRANE AND SAND BAGS OR
STONE, AS SPECIFIED BY THE DESIGNER, SHALL BE USED TO CREATE THE DIKES.
9. THE WORK SEQUENCE IN PUMP -AROUND OPERATIONS PROCEEDS TYPICALLY AS FOLLOWS:
A. INSTALL SEDIMENT REMOVAL DEVICE AND TEMPORARY STABILIZED OUTLETS AT THE DOWNSTREAM END OF WORKING AREA.
B. INSTALL PUMP -AROUND PUMP AND FLEXIBLE HOSE.
C. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING (CLEAN WATER) DOWNSTREAM TO STABILIZED OUTLET.
D. INSTALL DOWNSTREAM IMPERVIOUS DIKE AND DE -WATERING PUMP.
E. PERFORM CHANNEL WORK IN ACCORDANCE WITH THE PLANS IN THE WORKING AREA.
F. DE -WATER THE WORKING AREA (AS NEEDED) INTO THE SEDIMENT REMOVAL DEVICE AND TEMPORARY STABILIZED OUTLET.
G. UPON COMPLETION OF WORK, REMOVE ANY SEDIMENT ACCUMULATION BEHIND IMPERVIOUS DIKES.
H. REMOVE DOWNSTREAM AND THEN UPSTREAM DIKES AND ALL PUMPS AND HOSE.
I. SEED AND MULCH ALL DISTURBED AREAS PER THE PLANTING PLAN.
2.0' SPACING (TYPI,
CONTINUOUS ALOE
TEMPORARY
FLEXIBLE HOSE
FILTER FABRI
TYPE
AHHKUXIM
FLO
TOP OF E
SEDIMENT REMOVAL DEVICE
TEMPORARY STABILIZED OUTLET SECTION
PUMP AROUND & SEDIMENT BAG DETAIL
NOT TO SCALE
SLOPE
MAX. WATTLE SPACING
LESS THAN 2%
150-FEET
2%
100-FEET
3%
75-FEET
4%
50-FEET
5%
40-FEET
6%
30-FEET
GREATER THAN 6%
25-FEET
WATTLE CHECK DAM SPACING
3
nTnvr�+
:D
UM
NG
A -A
WATTLE CHECK DAM INSTALLATION
15"-16"
18" WATTLE
P--2' WOODEN STAKE
T 9NK
MPORARY STABILIZED NOTES.
1. SEDIMENT FILTER BAG FABRIC SHALL BE GEOTEXTILE MANUFACTURED FROM WOVEN POLYPROPYLENE OR POLYMER MATERIAL. SEDIMENT FILTER BAG FABRIC MAY BE
MADE FROM RECYCLED POLYMER MATERIALS. POLYMER MATERIALS SHALL NOT CONTAIN BIODEGRADABLE FILLER MATERIALS AND SHALL CONFORM TO THE REQUIREMENTS IN
ASTM DESIGNATION: E 204
2. SEDIMENT FILTER BAG FABRIC SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
t HUSt
ISOMETRIC VIEW
Specification
Requirements
Grab tensile strength (one inch grip), pounds, minimum in each direction
255
ASTM Designation: D 4632 or appropriate test method for specific polymer
Elongation, percent, minimum in each direction
15
ASTM Designation: D 4632 or appropriate test method for specific polymer
Permittivity, 1/sec., minimum
1.5
ASTM Designation: D 4491
Flow rate, gallons per minute per square foot, minimum
200
ASTM Designation: D 4491
Ultraviolet stability, percent tensile strength retained after 500 hours, minimum
80
ASTM Designation: D 4355 (xenon -arc lamp and water spray weathering method)
3. THE SEDIMENT FILTER BAG SHALL BE 10'X12'X1.5' (MIN) AND SHALL BE COMPLETE WITH LIFTING LOOPS AND DUMP STRAPS ATTACHED AT THE BOTTOM TO FACILITATE
EMPTYING OF THE SEDIMENT FILTER BAG.
4. LIFTING STRAPS, SHOULD BE PLACED UNDER THE DEWATERING SEDIMENT FILTER BAG TO FACILITATE REMOVAL AFTER USE.
5. PLACE THE DEWATERING SEDIMENT FILTER BAG ON A LEVEL STABILIZED AREA OVER DENSE VEGETATION/STRAW, OR GRAVEL (IF INCREASED DRAINAGE SURFACE AREA IS
NEEDED).
6. INSERT DISCHARGE HOSE FROM PUMP INTO THE DEWATERING SEDIMENT FILTER BAG A MINIMUM OF SIX INCHES (T) AND TIGHTLY SECURE WITH ATTACHED STRAP TO
PREVENT WATER FROM FLOWING OUT OF THE UNIT WITHOUT BEING FILTERED.
7. REPLACE THE UNIT WHEN ONE HALF (1/2) FULL OF SEDIMENT OR WHEN SEDIMENT HAS REDUCED THE FLOW RATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL RATE.
8. REMOVE THE UNIT AND SEDIMENT FROM ENVIRONMENTALLY SENSITIVE AREA AND WATERWAYS. AT THE APPROVED DISPOSAL SITE OPEN OR SLIT THE UNIT, REMOVE
SEDIMENT AND GRADE SMOOTHLY INTO EXISTING TOPOGRAPHY. DISPOSE OF THE DEWATERING SEDIMENT FILTER BAG, AT AN APPROPRIATE RECYCLING OR SOLID WASTE FACILITY.
TOP VIEW
DISTURBED AREA
�2
FRONT VIEW
COMPOST FILTER SOCK (WATTLE)
NOT TO SCALE
2"-3" TRENCH
INSET A
MAINTENANCE:
• WATTLES SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT.
• SEDIMENT DEPOSITS SHALL BE CLEANED FROM THE WATTLES WHEN IT REACHES
HALF THE HEIGHT OF THE LOG.
• DAMAGED WATTLES SHALL BE REPLACED WITHIN 24 HOURS OF INSPECTION.
A SUPPLY OF WATTLES SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE.
NOTES:
USE MINIMUM 18 IN. NOMINAL DIAMETER COIR FIBER (COCONUT)
WATTLE AND LENGTH OF 10 FT.
EXCAVATED A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED.
DO NOT PLACE WATTLES ON TOE OF SLOPE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
INSTALLED A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
FOR BREAKS ALONG LARGE SLOPES, USE MAXIMUM SPACING OF 25 FT.
DOUBLE ROW WATTLE SPACING
SEE INSET A
(SINGLE ROW)
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISIONS) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
' DUKE I Piedmont
� ENERGY® Natural Gas
COPYRIGHT 2018
-
-
AREA CODE
2331
DATE
-
INITIALS
-
REGIONAL
ENGINEER
ACCOUNT NUMBER
10700
PROJECT NUMBER
0214646
DATE
-
I INITIALS
N/A
MGR TECH
REC & STD
DRAWING BY
VKH
STATION ID
2-TR-GBO-6118
DATE
I^i�l^LS
NV /A1
PRINCIPAL
ENGINEER
CHECKER INITIALS
-
�!riV
lllu'II�IIL�..._IIIoil� ufii
lis.11 a-•
PLAN SYMBOL
PLEASANT GARDEN ROAD 12" LOOPING PROJECT SHEET(S) 8 OF 9 DWG SCALE
DWG DATE 03/13/2020 SUPERSEDED
FLARE SITE ACCESS ROAD - DETAILS DRAWING NUMBER
TOWN OF PLEASANT GARDEN, NORTH CAROLINA PNG CSSP-007
GREENSBORO RESOURCE CENTER, NORTH CAROLINA CIVIL / GREENSBORO / LINE 330 EXTENSION
AS SHOWN
REVISIONI

0+99.06
:.1
850
840
830
820
810
800
PROPOSING
GRADE
42" RCP
DETAILS 4 & 5
7/4-
EXISTING
GRADE
SEE
CL-IV CULVERT
SHEET CSSP-006
10 -100
-90
-80
-70 -60
-50 -40
-30 -20 -10
0 10 20 30 40 50 60 70 80 90 100 11
PROPOSED 15' ACCESS ROAD
42" RCP CL-IV CULVERT
SEE DETAILS 4 & 5 SHEET CSSP-006
i
RIPRAP
M M
0
EXISTING GRADE
0+50
1+00
1+50
E@
1
:.1
850
840
830
820
810
• •
SCALE: 1 "=10' HORZ.
1 "=10' VERT.
0' 10' 20'
HORIZONTAL SCALE: 1" = 10'
PROFILE
SCALE: 1 "=10' HORZ.
1 "=4' VERT.
0' 10, 20'
HORIZONTAL SCALE: 1" = 10'
0
N
9
-
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.I DATE
PROFESSIONAL EN&ARCH STAMP
REVISION(S) DESCRIPTION
BY CHK JAPPD DESCRIPTION
- - AREA CODE 2331
ACCOUNT NUMBER 10700
PROJECT NUMBER 0214646
DRAWING BY I VKH
STATION ID F 2-TR-GBO-6118
CHECKER INITIALS -
APPROVALS
DATE
INITIALS
REGIONAL
ENGINEER
DATE
INITIALS
MGR TECH
-
N/A
REC & STD
DATE
INITIALS
PRINCIPAL
-
NIA
ENGINEER
PLEASANT GARDEN ROAD 12" LOOPING PROJECT SHEET(S) 9OF9 1 DWG SCALE
DWG DATE 03/13/2020 SUPERSEDED
ENERGY Fiedmont
DUKE r6llatural Gas FLARE SITE ACCESS ROAD - CULVERT DETAIL
DRAWING NUMBER
TOWN OF PLEASANT GARDEN, NORTH CAROLINA PNG CSSP-008
COPYRIGHT 2018 GREENSBORO RESOURCE CENTER, NORTH CAROLINA CIVIL / GREENSBORO / LINE 330 EXTENSION
AS SHOWN
REVISIONI