SW6180602_Plans_20180613

LOCATION/VICINITY MAPNOT TO SCALEDuke Energy Progress, LLC100% SUBMITTAL FOR PERMITTINGNOT FOR CONSTRUCTIONCOVER SHEETBOUNDARY AND TOPOGRAPHIC SURVEYEXISTING CONDITIONS / DEMOLITION PLANOVERALL SITE PLANDIMENSION LAYOUT PLANGRADING AND DRAINAGE PLANEROSION AND SEDIMENT CONTROL NOTESEROSION AND SEDIMENT CONTROL PLAN - PHASE IEROSION AND SEDIMENT CONTROL PLAN - PHASE IIACCESS DRIVE PROFILELANDSCAPE PLANLANDSCAPE DETAILS AND NOTESSCHEDULES AND SECTIONSSECTIONSEROSION CONTROL DETAILSEROSION CONTROL DETAILSEROSION CONTROL AND DRAINAGE DETAILS801 JONES FRANKLIN RD, SUITE 300RALEIGH, NC 27606(919) 851-6866(919) 851-7024 FAXLICENSE # F-0672PROJECT NUMBER: 178451074LINDEN 230kV SUBSTATIONSITE DESIGNDRAWING NO. : 73163RDC-73163, SH 1RDC-73163, SH 2RDC-73163, SH 3RDC-73163, SH 4RDC-73163, SH 5RDC-73163, SH 6RDC-73163, SH 7RDC-73163, SH 8RDC-73163, SH 9RDC-73163, SH 10RDC-73163, SH 11RDC-73163, SH 12RDC-73163, SH 13RDC-73163, SH 14RDC-73163, SH 15RDC-73163, SH 16RDC-73163, SH 17DRAWING LIST584 HORSESHOE BEND ROAD, ERWIN, NC 28339STEWARTS CREEK TOWNSHIP, HARNETT COUNTY, NC(LAT. 35°16'05.26" N, LONG -78°45'50.12" WN35.268127, W-78.763922)RDC-73163, SH 1MAY 25, 2018PROJECT SITEHORSESHOE BEND ROAD(S.R. 2027)US

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WLITTLE RIVERPROJECT INFORMATION:1. OWNER:DUKE ENERGY PROGRESS410 S. WILMINGTON STREETRALEIGH, NC 27601PHONE: [phone]. ENGINEER:STANTEC CONSULTING SERVICES INC.801 JONES FRANKLIN ROAD, SUITE #300RALEIGH, NC 27606PHONE: [phone]. PARCEL INFORMATION: STREET ADDRESS: 584 HORSESHOE BEND ROAD PIN#: 0575-02-7108.000 ZONING: RA-20R LAND USE CLASSIFICATION = MEDIUM DENSITY RESIDENTIALTOTAL AREA IN PROPERTY: 17.83 AC (776,765 SF) TOTAL AREA IN ROAD R/W: 0.00 AC TOTAL AREA ONSITE PROPERTY: 17.83 AC RECORDED IN DB. 3472 PG. 04344. PROPOSED DISTURBED AREA: 533,600 SF (12.25 AC)5. IMPERVIOUS AREA: EXISTING: 500 SF (0.01 AC) PROPOSED: 49,500 SF (1.14 AC) FUTURE (AS SHOWN ON THESE PLANS, TRANSFORMER AND SWITCH STRUCTURE):2,000 SF (0.05 AC) TOTAL: 52,000 SF (1.19 AC) PERCENT IMPERVIOUS = 6.70% 24% MAXIMUM IMPERVIOUS LIMITATIONS FOR LOW DENSITY, MEETS STATESTORMWATER MANAGEMENT LOW DENSITY REQUIREMENTS. NO PERMANENTSTORMWATER MANAGEMENT CONTROL MEASURE IS REQUIRED.6. SITE IS LOCATED IN ZONE X. SITE IS NOT WITHIN A FEMA 100 YR FLOODPLAIN PERFIRM MAP # 3720056400K EFFECTIVE 01/05/2007.7. PARCEL IS NOT LOCATED IN A WATERSHED DISTRICT. PARCEL IS LOCATED WITHINTHE CAPE FEAR RIVER BASIN (NO BUFFER RULES), CLASSIFICATION C.8. EXISTING USE: AGRICULTURE.9. THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTUREDISTRICT.10. PROPOSED USE: ELECTRIC TRANSMISSION / DISTRIBUTION SUBSTATION.11. LEO GLADNEY JR, MAINTENANCE AREA MANAGER, [phone],([e-mail]), IS RESPONSIBLE FOR MAINTENANCE OFTHE 1 PARKING SPACE AREA AND ALL LANDSCAPE BUFFERING.12. CONDITIONAL USE PERMIT #BA-CU-13-18, APPROVED MAY 14, 2018 WITHOUTCONDITIONS.AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THEPROPOSED DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALLREGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTYORDINANCES.BY____DATEOWNEROWNER CONSENT
X X X X X X X X X X X X X X X X X XXXXX115
115N 90°00'00" W 720.97'N 00°00'00" W841.55'NEW TRACT 1
17.83 AC.
N 85°33'27" E
246.24'
L5
L4
L3
L2
90' DUKE PROGRESS ENERGY RIGHTOF WAYDB. 453 PG. 206S 20°38'33" W984.06'SURVEY LINES 20°38'33" W125'
"PI"
EX. STR#191
STA:586+44.59
EX. STR#192
(TO BE REMOVED BY
OTHERS)
STA:581+57.25
EX. STR#193
(TO BE REPLACED
BY OTHERS)
STA:575+06.56
RSK FAMILY PROPERTIES LLC
PIN:0575-03-9001
PID:120565 0050
850 HORSESHOE BEND RD.
PB. 2015 PG. 137
DB. 2230 PG. 742
90'
GRAVEL
DRIVE
OPEN FIELD
OPEN FIELD
WOODED
AREA
WOODED
AREA
WOODED
AREA18"RCP113
113 113
113
113
113
114
114
114
114
114
11411
4
114
114
1
1
4
11
4
11
4
1141141
1
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114
115
115
115
115
115
115 115115
11511
5
1
1
5
115
1
1
5
115 115116
116
116
1161
1
6116116
1
1
6
117
11
7
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE
114
DYH
WV
18" CULVERT
INV.: 111.90'
115
114
114.44
114.71
115.15
115.45
115.73
116.47
116.67
115.05
113.66
113.75
113.16
115.27
117.00
117.17
116.09
115.35
115.03
114.87
114.75
114.72
114.50 114.57
114.55
114.62
114.33
114.26
114.36
114.42
114.63
114.65
114.40
114.63 114.45
115.34
114.79
115.52116.12
116.80 115.65
116.17
117.27
116.27
116.52 115.33
115.10
115.06
114.80
114.30
114.18
114.40
114.32
114.14
113.89
114.17
113.66
113.45
113.68
114.22
114.15
113.93
113.63
113.70
113.93
114.44
114.66
114.49
114.12
113.76
113.48
113.55
113.69
114.06
114.03
113.61
113.30
113.67
114.57114.38
114.44114.32
114.73
114.29
114.35
114.23
114.27 114.75
114.73
114.92
113.75
113.43
113.41
113.34
113.18
113.03
113.22
113.93
113.87
113.99
113.84
113.04
113.26 112.85
112.93
112.84112.87
113.49
113.27
113.77
113.75
113.61
113.52 113.35 113.50
113.54
113.32
112.91
113.03113.26
113.57
114.44 114.44
114.03
113.86
113.61 113.48
113.50
113.55
113.71
114.09
113.73
113.27
113.10
113.58
114.33
115.94
N 84°39'00" E
252.88'
11
4
L1(TIE)115WOODED
AREA
LODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD
LOD
LODLOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LODLODLODLODLODLODLOD LOD
LODLOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODREMOVE TREES AND BRUSH
INCLUDING ROOT BALLS AS
REQUIRED TO CONSTRUCT
PROPOSED ACCESS DRIVE
AND PROPOSED SUBSTATION
YARD (TYP)
EXISTING POLE STRUCTURE
TO BE REMOVED BY OTHERS
PROJECT LIMITS/LIMITS
OF DISTURBANCE (TYP)
X
IN ORDER TO LOCATE UTILITIES, GPR
IS REQUIRED AT THE DRIVEWAY TO
THE FULL EXTENT OF THE NEW
DRIVEWAY + 10'. THIS IS REQUIRED
PRIOR TO ANY WORK.
PROTECT EXISTING POLE
STRUCTURE AND GUY WIRE TO
REMAIN (TYP)
X X X X X X X
REMOVE TREES AND BRUSH
INCLUDING ROOT BALLS AS
REQUIRED TO CONSTRUCT
PROPOSED ACCESS DRIVE
AND PROPOSED SUBSTATION
YARD (TYP)
REMOVE
FENCE
RSK FAMILY PROPERTIES LLC
PIN:0575-03-9001
PID:120565 0050
850 HORSESHOE BEND RD.
PB. 2015 PG. 137
DB. 2230 PG. 742
HORSESHOE BEND ROAD
60' PUBLIC R/W(S.R. 2027)
3
EXISTING CONDITIONS / DEMOLITION PLAN
NOTES:
1. EXISTING TOPOGRAPHIC INFORMATION SHOWN WAS PROVIDED BY DUKE
ENERGY PROGRESS, AS SURVEYED BY THE JOHN R. McADAMS COMPANY,
INC., DATED 4 JANUARY 2017 AND UPDATED 7 FEBRUARY 2018. VERTICAL
DATUM IS NAVD 29, HORIZONTAL DATUM IS NAD 83. PRIOR TO BEGINNING
CONSTRUCTION, ALL UTILITIES SHOWN MUST BE VERIFIED. THERE IS NO
GUARANTEE THAT ALL FEATURES HAVE BEEN LOCATED.
2. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS
OTHERWISE NOTED. CONTRACTOR SHALL NOT DISTURB UTILITY POLES, GUY
WIRES, OR ANCHORS WITHOUT PERMISSION FROM DUKE ENERGY.
3. CONTRACTOR SHALL REMOVE ALL VEGETATION NECESSARY FOR
CONSTRUCTION OF NEW ACCESS DRIVE AND PAD.
4. CONTRACTOR SHALL PROTECT EXISTING TREES DURING CONSTRUCTION TO
THE EXTENT PRACTICAL.
5. CONTRACTOR SHALL PROTECT EXISTING ITEMS TO REMAIN IN PLACE AND
SHALL RESTORE ANY ITEM DAMAGED TO EXISTING OR BETTER CONDITION.
W W
OHE OHE
115.25
OR
116
115
SF SF
LOD LOD
SD
CF CF
SF SF
SD SD
XXX
114
115
X XXX
APP.CK.BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO 1:1
MM JSS
NO.DATE REVISION
AS NOTED
RDC-73163 SHT OF 17
HARNETT COUNTY, NORTH CAROLINA
LINDEN 230kV SUBSTATION
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451074
05-25-2018
CALL 1-800-632-4949
IT'S THE LAW !
BEFORE YOU DIG !
RSJ100% SUBMITTAL FOR PERMITTING
NOT FOR CONSTRUCTION
DYHWV
114.11
X X X X X
X X X X X X X X X X X X X XXXXXXN 00°00'00" W841.55'N 85°33'27" E
246.24'
L5
L4
L3
L2
90' DUKE PROGRESS ENERGY RIGHTOF WAYDB. 453 PG. 206S 20°38'33" W984.06'SURVEY LINES 20°38'33" W125'
EX. STR#192
(TO BE REMOVED BY
OTHERS)
STA:581+57.25
EX. STR#193
(TO BE REPLACED
BY OTHERS)
STA:575+06.56
GRID TIE
N:552581.31 E:2070380.51 ELEV:114.78'
DERIVED FROM GPS POST PROCESSED THROUGH
"OPUS" NAD 83(2011) NGVD 29 DATUM
RSK FAMILY PROPERTIES LLC
PIN:0575-03-9001
PID:120565 0050
850 HORSESHOE BEND RD.
PB. 2015 PG. 137
DB. 2230 PG. 742
90'
GRAVEL
DRIVE
WOODED
AREA
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE
10' SIDE SETBACK35' FRONT SETBACK
10' SIDE SETBACKDYH
WV
N 84°39'00" E
252.88'
L1(TIE)
HORSESHOE BEND ROAD
60' PUBLIC R/W(S.R. 2027)
EA
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BA
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H1H2H3X0X1X2X32XXXXXXXX
X
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XXXXXXXXXXXXXXH1H2H3X0X1X2X3SW 192-1
FUT SW
192-5
NORTH-SOUTHBASELINESTR 192-4
STR 192
STR 192-6
STR 192-2
SW 192-3
TRA
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BUI
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G
GATE
(TYP)
7' CHAIN-LINK-FENCE
WITH 1' BARBED WIRE
(BY OTHERS)
SEE SHEET 13
PROPOSED PERMANENT
SPOIL AREA FOR OTHERS
PROPOSED ASPHALT
PAVEMENT
ROAD ARO
A
D

B
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD
LOD
LODLODLOD LOD LODLOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD LODLODLODLODLODLODLOD LOD LOD LODLOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODX
X20' WIDE ABC STONE
ACCESS DRIVE (TYP)
20' WIDE ABC STONE
PERIMETER DRIVE
(TYP)
PROJECT LIMITS/LIMITS
OF DISTURBANCE (TYP)
PROPOSED ACCESS
GATE AND FENCE
(BY OTHERS)
PROJECT LIMITS/LIMITS
OF DISTURBANCE (TYP)
ED
G
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SEE SHEET 13
SEE SHEET 14
SEE NOTE 2
PROPOSED CONTROL
BUILDING, BY OTHERS
FUTURE SWITCH
STRUCTURE, BY OTHERS
PROPOSED SWITCH
STRUCTURE, BY OTHERS
PROPOSED POLE STRUCTURE,
BY OTHERS (TYP.)
BASELINE INTERSECTION
N=552,204.020
E=2,070,784.602
LAT: N35.268127
LONG: W-78.763922
ED
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PERMANENT ABC
STONE LAYDOWN
AREA/PARKING
PROPOSED 6' WIDE
STONE DITCH (TYP)
PROPOSED LANDSCAPING, TYP
(SEE LANDSCAPE PLAN)
PROPOSED LANDSCAPING, TYP
(SEE LANDSCAPE PLAN)
TRAVEL WAY
(STONE
SHOULDER)
TURNING RADIUS IS PART
OF STONE SHOULDER (6"
THICK ABC STONE) (TYP)
PROPOSED 6' WIDE
STONE DITCH (TYP)
PROPOSED 6' WIDE
STONE DITCH (TYP)
4
OVERALL SITE PLAN
NOTES:
1. ALL BEARINGS AND DISTANCES ARE GRID BEARINGS AND GROUND
DISTANCES UNLESS OTHERWISE NOTED.
2. SUBSTATION WILL BE FENCED (7' CHAIN-LINK W/ 1' BARBED WIRE) AND PAD
COVERED WITH 6" STONE, EXTENDING 6' OUTSIDE FENCED AREA UNLESS
SHOWN OTHERWISE.
3. SITE LIGHTING INSTALLED WITHIN FENCED AREA WILL EMIT LESS THAN 1
FT-CANDLE AT ANY PROPERTY LINE.
4. NO WATER SERVICE OR SEWER SERVICE REQUIRED.
5. NO HAZARDOUS MATERIALS WILL BE USED OR STORED ON SITE.
6. SPILL PREVENTION, CONTROL, AND COUNTERMEASURE (SPCC) PLAN IN
ACCORDANCE WITH EPA REQUIREMENTS WILL BE LOCATED ON SITE.
7. SUBSTATION WILL BE IN OPERATION 24 HOURS A DAY, SEVEN DAYS A
WEEK.
8. CONDITIONAL USE PERMIT #BA-CU-13-18, APPROVED MAY 14, 2018
WITHOUT CONDITIONS.
APP.CK.BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO 1:1
MM JSS
NO.DATE REVISION
AS NOTED
RDC-73163 SHT OF 17
HARNETT COUNTY, NORTH CAROLINA
LINDEN 230kV SUBSTATION
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451074
05-25-2018
CALL 1-800-632-4949
IT'S THE LAW !
BEFORE YOU DIG !
RSJ100% SUBMITTAL FOR PERMITTING
NOT FOR CONSTRUCTION
RSJJSS14-17-18 ADDED PARKING LABEL & REVISED LANDSCAPE PER
COUNTY DRB COMMENTS
KV
ROAD ARO
A
D

B
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD
LOD
LODLODLOD LOD LODLOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD LODLODLODLODLODLODLOD LOD LOD LODLOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD20'20'90°90°90°90°33.25'217.5'33.25'20'142'142'284'R30'
R3
0
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R75'R50'R75'
R55'20'175'
46'
221'
90°
90°
14+7
5
.
2
510+0011+0012+0013+001
4
+
0
0
PC: 13+56.62
PT: 14+31.34S3°29'47.74"E356.62'S69°
2
1
'
2
6
.
8
2
"
E
43.9
2
'
L
=97.46
R
=
8
5.00
S69°
2
1
'
2
7
.
4
5
"
E
128.
4
3
'L=74.72R=65.0090°
44'
20'R45'R
6
5
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R65'
X
X30'R3
0
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R30'R65'105'43.25'10+0011+0
0
12+
0
0
12+2
5
.
8
9
BP: 10+00.00
PT: 10+97.46R15'
TYP
X X X X X X
X X X X X X X X X X X X X XXXXXXN 00°00'00" W841.55'N 85°33'27" E
246.24'
L5
L4
L3
L2
90' DUKE PROGRESS ENERGY RIGHTOF WAYDB. 453 PG. 206S 20°38'33" W984.06'SURVEY LINES 20°38'33" W125'
EX. STR#192
(TO BE REMOVED BY
OTHERS)
STA:581+57.25
EX. STR#193
(TO BE REPLACED
BY OTHERS)
STA:575+06.56
GRID TIE
N:552581.31 E:2070380.51 ELEV:114.78'
DERIVED FROM GPS POST PROCESSED THROUGH
"OPUS" NAD 83(2011) NGVD 29 DATUM
RSK FAMILY PROPERTIES LLC
PIN:0575-03-9001
PID:120565 0050
850 HORSESHOE BEND RD.
PB. 2015 PG. 137
DB. 2230 PG. 742
90'
GRAVEL
DRIVE
WOODED
AREA
WOODED
AREA
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE
10' SIDE SETBACK35' FRONT SETBACK
10' SIDE SETBACKDYH
WV
N 84°39'00" E
252.88'
L1(TIE)
HORSESHOE BEND ROAD
60' PUBLIC R/W(S.R. 2027)
EA
S
T
-
W
E
S
T
BA
S
E
L
I
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H1H2H3X0X1X2X32XXXXXXXX
X
X
X
X
X
XXXXXXXXXXXXXXH1H2H3X0X1X2X3SW 192-1
FUT SW
192-5
NORTH-SOUTHBASELINESTR 192-4
STR 192
STR 192-6
STR 192-2
SW 192-3
TRA
N
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F
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M
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FUT
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TRA
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BUI
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PROJECT LIMITS/LIMITS
OF DISTURBANCE (TYP)
PROPOSED CONTROL
BUILDING, BY OTHERS
FUTURE SWITCH
STRUCTURE, BY OTHERS
PROPOSED SWITCH
STRUCTURE, BY OTHERS
PROPOSED POLE STRUCTURE,
BY OTHERS (TYP.)
ROAD A STA: 11+05.58
ROAD B STA: 10+00.00
5
DIMENSION LAYOUT PLAN
APP.CK.BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO 1:1
MM JSS
NO.DATE REVISION
AS NOTED
RDC-73163 SHT OF 17
HARNETT COUNTY, NORTH CAROLINA
LINDEN 230kV SUBSTATION
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451074
05-25-2018
CALL 1-800-632-4949
IT'S THE LAW !
BEFORE YOU DIG !
RSJ100% SUBMITTAL FOR PERMITTING
NOT FOR CONSTRUCTION
EAST-WESTBASELINEH1
H2
H3 X0
X1
X2
X3
2
A`
B`
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STR 192-4STR 192STR 192-6STR 192-2SW 192-3TRANSFORMERFUTURETRANSFORMERCONTROLBUILDING115115N 00°00'00" W 841.55'N 85°33'27" E246.24'L5L4L3L2 90'
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WEX. STR#192(TO BE REMOVED BYOTHERS)STA:581+57.25EX. STR#193(TO BE REPLACEDBY OTHERS)STA:575+06.56GRID TIEN:552581.31 E:2070380.51 ELEV:114.78'DERIVED FROM GPS POST PROCESSED THROUGH"OPUS" NAD 83(2011) NGVD 29 DATUMRSK FAMILY PROPERTIES LLCPIN:0575-03-9001PID:120565 0050850 HORSESHOE BEND RD.PB. 2015 PG. 137DB. 2230 PG. 742GRAVELDRIVEWOODEDAREAWOODEDAREA18"RCP113113113
113113113114114114114114114114114114114114114114114114115115115115115115115115115115115115115115116116116116116116116116117117114DYHWV18" CULVERTINV.: 111.90'18" CULVERTINV.: 111.36'112
115114114.44114.71115.15115.45115.73116.47116.67115.05113.66115.27117.00117.17116.09115.35115.03114.87114.75114.72114.50114.57114.55114.62114.33114.26114.36114.42114.63114.65114.40114.63114.45115.34114.79115.52116.12116.80115.65116.17117.27115.10115.06114.80114.30114.18114.40114.32114.14113.89114.17113.66113.45113.68114.22114.15113.93113.63113.70113.93114.44114.12113.76113.48113.55113.69114.06114.03113.61113.30113.67114.57114.38114.44114.32114.73114.29114.35114.23114.27114.75114.73113.43113.41113.34113.18113.03113.22113.93113.87113.99113.84113.04113.26112.85112.93112.84112.87113.49113.27113.77113.75113.61113.52113.35113.50113.54113.32112.91113.03113.26113.57114.03113.86113.61113.48113.50113.55113.71114.09113.73113.27113.10113.58114.33115.94N 84°39'00" E252.88'114L1(TIE) HORSESHOE BEND ROAD60' PUBLIC R/W(S.R. 2027)EDGE OF STONEEDGE OF STONEEDGE OF GRADE/EDGEOF STONE SHOULDERPROPOSED PERMANENTSPOIL AREA FOR OTHERS.PROVIDE POSITIVEDRAINAGE AROUND SPOILAREA TO PROPOSEDDITCHPROPOSED STONE DITCH(D#2), SEE NOTE 6PROPOSED STONEDITCH (D#3), SEENOTE 6PROPOSED STONEDITCH (D#1), SEENOTE 6PROJECT LIMITS/LIMITSOF DISTURBANCE (TYP)TIE TO EXISTINGGRADE, TYP.RIPRAP OUTLETPROTECTIONLa=10'W=12'RIPRAP OUTLETPROTECTIONLa=10'W=11.25'PROJECT LIMITS/LIMITSOF DISTURBANCE (TYP)P-3, 30" RCP, PIPE IS BURIED 1'BELOW TOP OF STONE DITCHELEVATION TO ALLOW CONVEYANCEOF STORMWATER RUNOFF THATREACHES SAND LAYER IN STONEDITCH SECTION, SEE NOTE 6EDGE OF GRADE/EDGE OF STONE SHOULDERPROPOSED OIL SPILL DRAINLINE (BY OTHERS), INV ATSTONE DITCH = 113.60, SEESUBSTATION PLANSPROPOSED CABLE TRENCH DRAIN LINE(BY OTHERS), INV AT STONE DITCH =113.60, SEE SUBSTATION PLANSRIPRAP OUTLETPROTECTIONLa=10'W=11.25'SD2%B-4SDFG=117.29'SG=116.79'FG=117.29'SG=116.79'FG=117.46'SG=116.96'114.05'114.25'2%2%2%2%1%1%VARIES
0.5%0.5%116.42'116.42'116.39'116.39'116.39'115.57'FINISHED GRADE (FG)ELEV. 118.00'SUBGRADE (SG)ELEV. 117.5'HP117.75'FG=117.29'SG=116.79'FG=117.29'SG=116.79'115.88'117HP117.50'ROAD AROAD BLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
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4 114114.25'P-1, 15" RCP,SEE NOTE 6P-2, 24" RCP, PIPE IS BURIED 1'BELOW TOP OF STONE DITCHELEVATION TO ALLOW CONVEYANCEOF STORMWATER RUNOFF THATREACHES SAND LAYER IN STONEDITCH SECTION, SEE NOTE 6SEE NOTE 7 (TYP)PROPOSED CABLE TRENCH DRAIN LINE(BY OTHERS), INV AT STONE DITCH =114.10, SEE SUBSTATION PLANSRIPRAP OUTLETPROTECTIONLa=6'W=6.5'SEE NOTE 10 (TYP)SEE NOTE 10 (TYP)RIPRAP OUTLETPROTECTIONLa=14'W=16.5'6GRADING AND DRAINAGE PLANNOTES:1. EXISTING UNDERGROUND UTILITY LOCATIONS WERE NOT LOCATED.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIORTO BEGINNING CONSTRUCTION. ANY UTILITIES DAMAGED DURINGCONSTRUCTION SHALL BE REPAIRED IMMEDIATELY WITH NO ADDITIONAL COSTTO THE OWNER. CONTRACTOR SHALL NOTIFY THE NC ONE CALL CENTER ORTHEIR SUCCESSORS AT 1-800-632-4949 PRIOR TO EXCAVATION. CONTRACTORSHALL NOTIFY ENGINEER IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANYUNDERGROUND OBSTACLE REQUIRING A DEVIATION FROM THE PLANS.2. EARTHWORK ESTIMATED QUANTITIES (TOTAL SITE):CUT: 0 CYFILL: 12,700 CYA FILL FACTOR OF 1.15 HAS BEEN APPLIEDCONTRACTOR SHALL PROVIDE THEIR OWN CALCULATED QUANTITIES AND NOTBASE THEIR BIDS ON ESTIMATED QUANTITIES PROVIDED.3. CUT AND FILL SLOPES WILL BE 4:1 (H:V) UNLESS OTHERWISE NOTED. EXCEPT ASNOTED IN NOTE 4 THIS SHEET, COMPACT FILL TO 98% STANDARD PROCTORMAXIMUM DENSITY (ASTM-698) IN MAXIMUM 8" LIFTS.4. FOR AREAS WITHIN NCDOT RIGHT-OF-WAY, ALL FILL AREAS/BACKFILL SHALL BECOMPACTED TO 95% DENSITY IN ACCORDANCE WITH AASHTO T99 AS MODIFIEDBY THE NCDOT. ALL MATERIAL TO A DEPTH OF 8 INCHES BELOW THE FINISHEDSURFACE OF THE SUBGRADE SHALL BE COMPACTED TO A DENSITY EQUAL TO100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL INACCORDANCE WITH AASHTO T99 AS MODIFIED BY THE DEPARTMENT. THECONTRACTOR SHALL DRY OR ADD MOISTURE TO THE SUBGRADE WHENREQUIRED TO PROVIDE A UNIFORMLY COMPACTED AND ACCEPTABLESUBGRADE. ALL MATERIAL PLACED IN A MAXIMUM OF 6” LIFTS.5. FOR AREAS OUTSIDE THE SUBSTATION FENCE, PROPOSED CONTOURS ANDSPOT ELEVATIONS REFLECT FINISHED GRADE (TOP OF ABC STONE, OR TOP OFGRASS). FOR AREAS INSIDE THE SUBSTATION FENCE, PROPOSED CONTOURSREFLECT SUBGRADE ELEVATION. FOR AREAS INSIDE THE SUBSTATION FENCE,FINISHED GRADE (FG) AND SUBGRADE (SG) SPOT ELEVATIONS ARE SHOWN.6. STONE DITCH D#1 - D#3 SHALL BE STABILIZED WITHIN 7 DAYS FROM LAST LANDDISTURBING ACTIVITY. REFER TO DITCH SCHEDULE SHOWN ON SHEET 13.REFER TO PIPE SCHEDULE SHOWN ON SHEET 13.7. ALL SITE PREPARATION AND EARTHWORK CONSTRUCTION SHALL BE INACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS. THEREVISED REPORT WAS COMPLETED BY ECS SOUTHEAST, LLP, DATED 2 MAY,2018. BORINGS B-# AND I-# WERE PERFORMED BY ECS SOUTHEAST, LLP.BORINGS 191-193 AND S-# WERE PERFORED BY S&ME, INC. FOR TRANSMISSIONAND SUBSTATION ENGINEERING. IN ORDER TO AVOID CONFUSION BETWEENTHE MULTIPLE BORINGS, ECS SOUTHEAST, LLP INFILTRATION TEST BORINGS B-#WERE RELABELED I-#, AND S&ME, INC. B-# WERE RELABELED S-#. ECSSOUTHEAST, LLP REPORT LABELS I-# BORINGS AS B-#. REFER TO ECSSOUTHEAST, LLP INFILTRATION TESTING REPORT DATED 23 MARCH 2018. S&ME,INC. REPORT LABELS S-# BORINGS AS B-# BORINGS. REFER TO S&ME, INC.GEOTECHNICAL REPORT DATED 12 FEBRUARY 2018.8. PROPOSED STONE SURFACE SHALL EXTEND 6' BEYOND PROPOSED PERIMETERFENCE UNLESS OTHERWISE NOTED.9. WHENEVER RUTS OF TWO (2) INCHES OR MORE IN DEPTH ARE FORMED, THESUBGRADE SHALL BE BROUGHT TO GRADE, RESHAPED, AND RECOMPACTEDPRIOR TO PLACEMENT OF AGGREGATE. IN NO CASE SHALL ANY AGGREGRATESURFACING BE PLACED ON UNSUITABLE SUBGRADE.10. DURING INITIAL GRADING OPERATIONS PRIOR TO INSTALLING THE STONEDITCHES, ALL PROPOSED LINE ENGINEERING STRUCTURES (POLES AND GUYANCHORS) SHALL BE STAKED TO ENSURE CONSTRUCTION COORDINATIONBETWEEN GRADING CONTRACTOR AND LINE ENGINEERING CONTRACTOR.COORDINATE WITH DUKE ENERGY.APP.CK.BYLOCATIONSCALEDRAWNDATECHK.DWG. NO.APP.SCALE RATIO1:1MMJSSNO.DATEREVISIONAS NOTEDRDC-73163 SHT OF 17HARNETT COUNTY, NORTH CAROLINALINDEN 230kV SUBSTATION801 JONES FRANKLIN RD, SUITE 300RALEIGH, NC 27606(919)851-6866(919) 851-7024 FAXLICENSE # F-0672PROJECT NUMBER: 17845107405-25-2018CALL 1-800-632-4949IT'S THE LAW !BEFORE YOU DIG !RSJ100% SUBMITTAL FOR PERMITTINGNOT FOR CONSTRUCTION
7EROSION AND SEDIMENT CONTROL NOTESCONSTRUCTION SEQUENCE:1. OBTAIN EROSION AND SEDIMENT CONTROL, NCDOT DRIVEWAY, STORMWATERMANAGEMENT PERMIT, AND HARNETT COUNTY SITE PLAN APPROVAL BEFOREBEGINNING PROJECT. NOTIFY NCDEQ LAND QUALITY SECTION AT LEAST 48HOURS PRIOR TO START OF CONSTRUCTION.2. IN COORDINATION WITH THE PROJECT EROSION CONTROL INSPECTOR,INSTALL SILT FENCE AND TEMPORARY SILT FENCE OUTLETS ONLY ALONG THEPROJECT PERIMETER AS SHOWN ON THE EROSION AND SEDIMENT CONTROLPLAN - PHASE I. INSTALL TEMPORARY CONSTRUCTION ENTRANCE,CONSTRUCTION FENCE, STORM DRAIN PIPE, RIP RAP OUTLET PROTECTION,AND TEMPORARY PIPE INLET PROTECTION AS SHOWN ON THE EROSION ANDSEDIMENT CONTROL PLAN - PHASE I. CLEAR AND GRUB ONLY AS NECESSARYFOR THE INSTALLATION OF THESE DEVICES.3. CALL PROJECT EROSION CONTROL INSPECTOR FOR ONSITE INSPECTION.4. IF APPROVED, INSTALL PERMANENT STONE DITCH (D#1, D#2 & D#3) WITHCHECK DAMS. INSTALL STORM DRAIN CULVERT P-3 WITH RIP RAP OUTLETPROTECTION AND TEMPORARY PIPE INLET PROTECTION.5. CALL PROJECT EROSION CONTROL INSPECTOR FOR ONSITE INSPECTION. IFAPPROVED, EROSION AND SEDIMENT CONTROL PLAN - PHASE I IS COMPLETE.6. INSTALL SILT FENCE, TEMPORARY SILT FENCE OUTLETS, AND TEMPORARYCHECK DAMS FOR VEHICLE CROSSINGS ALONG THE INTERIORAREAS/UPSLOPE AREAS OF D#1, D#2 & D#3. CALL PROJECT EROSIONCONTROL INSPECTOR FOR ONSITE INSPECTION. IF APPROVED, COMPLETEREMAINING CLEARING AND GRUBBING AND GRADE THE SITE PER EROSIONAND SEDIMENT CONTROL PLAN - PHASE II. GRADE THE NEW SUBSTATIONYARD PAD. INSTALL ABC STONE ACCESS DRIVES, PERIMETER DRIVE, ANDLAYDOWN AREA. INSTALL ABC STONE SUBGRADE WITHIN SUBSTATION YARD.INSTALL ABC STONE SUBSTATION SHOULDERS. INSTALL CONCRETE TRUCKWASHOUT.7. MAINTAIN DEVICES AS NEEDED PER NCDEQ MAINTENANCE INSTRUCTIONS.8. FOLLOW TEMPORARY SEEDING INSTRUCTIONS AS SHOWN ON SHEET 15 ASCONSTRUCTION PROGRESSES.9. INSTALL SUBSTATION PERIMETER FENCE WITH GATES AND ENTRANCE DRIVEGATE AND FENCE.10. INSTALL TRANSMISSION STRUCTURES, SUBSTATION EQUIPMENT, POLESTRUCTURES, UNDERGROUND CONDUITS, DRAIN LINES, AND UTILITIES. ADDFINAL 6" DEPTH STONE (3" #57 ON TOP OF 3" ABC) WITHIN SUBSTATION YARD.ADD REMAINING ABC STONE FOR ACCESS DRIVES AT SUBSTATIONFENCE/GATE AREAS IN ORDER TO PROPERLY TRANSITION TO FINISHED GRADEELEVATIONS AT SUBSTATION YARD.11. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITHVEGETATION, AGGREGATE BASE, ETC.12. FINALIZE CONSTRUCTION. INSTALL ASPHALT PAVEMENT FOR ACCESS DRIVEENTRANCE. STABILIZE REMAINING AREAS. INSTALL LANDSCAPING.13. ALL SILT FENCE, CONSTRUCTION FENCE, TEMPORARY SILT FENCE OUTLETS,TEMPORARY CHECK DAMS, AND TEMPORARY PIPE INLET PROTECTION SHALLREMAIN IN PLACE AS SHOWN ON THE DRAWINGS UNTIL THE ENTIRE SITE ISPERMANENTLY STABILIZED AND APPROVED BY THE PROJECT EROSIONCONTROL INSPECTOR.14. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZEDCOMPLETELY, ARRANGE FOR INSPECTION BY PROJECT EROSION CONTROLINSPECTOR.15. IF SITE IS APPROVED REMOVE REMAINING EROSION MEASURES ANDTEMPORARY SITE MEASURES. SEED OR PAVE RESULTING BARE AREAS.REFER TO SEEDING SCHEDULE SHOWN ON SHEET 15.GENERAL EROSION AND SEDIMENT CONTROL NOTES1. CONTRACTOR MUST COMPLY WITH THE LATEST VERSIONS OF ALL FEDERAL,STATE, AND LOCAL EROSION AND SEDIMENT CONTROL LAWS.2. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSIONAND SEDIMENTATION CONTROLS MUST BE REMOVED. AREAS DISTURBEDDURING REMOVAL OF THE CONTROLS MUST BE STABILIZED.3. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENTATION CONTROLSMUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDEINSPECTIONS OF ALL EROSION AND SEDIMENTATION CONTROLS AFTER EACHSTORM EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIALMAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT,REGRADING, RESEEDING, REMULCHING, AND RENETTING MUST BEPERFORMED IMMEDIATELY.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER CONSTRUCTION,STABILIZATION, AND MAINTENANCE OF ALL EROSION AND SEDIMENTATIONCONTROLS AND RELATED ITEMS INCLUDED WITHIN THE PLAN.5. SHOULD ANY MEASURES CONTAINED WITHIN THE PLAN PROVE INCAPABLE OFADEQUATELY REMOVING SEDIMENT FROM ON-SITE FLOWS PRIOR TODISCHARGE OR OF STABILIZING THE SURFACES INVOLVED, ADDITIONALMEASURES MUST BE IMMEDIATELY IMPLEMENTED BY THE CONTRACTOR TOELIMINATE ALL SUCH PROBLEMS.6. IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION,THE CONTRACTOR MUST TAKE ACTION TO REMEDY SUCH CONDITIONS AND TOPREVENT DAMAGE TO ADJACENT PROPERTIES AS A RESULT OF INCREASEDRUNOFF AND/OR SEDIMENT DISPLACEMENT.7. SITE STABILIZATION MUST BE APPROVED BY NCDEQ PROJECT EROSIONCONTROL INSPECTOR PRIOR TO REMOVING EROSION CONTROL MEASURES.8. UNLESS SHOWN OTHERWISE, THE CONTRACTOR WILL PROVIDEGROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BEPLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENTGROUNDCOVER DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAINEROSION. REFER TO THE SEEDING SCHEDULE SHOWN ON SHEET 15.PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREASWITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS(WHICHEVER IS SHORTER).9. FOR PROJECT SPECIFIC EROSION AND SEDIMENT CONTROL CONSTRUCTIONSEQUENCE SEE NOTES THIS SHEET.10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING THESELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BYNCGS 113A-54.1. THE CONTRACTOR WILL BE RESPONSIBLE FOR ENSURINGTHAT THEY HAVE THE LATEST STATUTE REQUIREMENTS. THESELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLYSELF-MONITORING PROGRAM OF THE NPDES STORM WATER PERMIT FORCONSTRUCTION ACTIVITIES.11. APPROVED PERMIT SHALL BE KEPT ONSITE IN PROJECT PERMIT BOX.INSTALL RAIN GAUGE ONSITE.STORMWATER NOTES:1. CONTRACTOR MUST COMPLY WITH THE LATEST VERSIONS OF ALL FEDERAL,STATE, AND LOCAL STORMWATER LAWS.2. THE CONTRACTOR SHALL COMPLY WITH THE PROVISION OF NORTH CAROLINAGENERAL STATUTE 143-215.1, OTHER LAWFUL STANDARDS AND REGULATIONSPROMULGATED AND ADOPTED BY NORTH CAROLINA ENVIRONMENTALMANAGEMENT COMMISSION AND THE FEDERAL WATER POLLUTION CONTROLACT AS AMENDED: "ALL OWNERS OR OPERATORS OF STORMWATER POINTSOURCE DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIESINCLUDING CLEARING, GRADING AND EXCAVATION ACTIVITIES RESULTING INTHE DISTURBANCE OF LAND ARE HEREBY AUTHORIZED TO DISCHARGESTORMWATER TO THE SURFACE WATERS OF NORTH CAROLINA OR TO ASEPARATE STORM SEWER SYSTEM CONVEYING STORMWATER TO THESURFACE WATERS IN ACCORDANCE WITH THE TERMS AND CONDITIONS SETFORTH HEREIN." IN ADDITION THE CONTRACTOR SHALL RECORD THEREQUIRED RAINFALL AND NPDES MONITORING OBSERVATIONS ON THE"INSPECTION RECORD FOR ACTIVITIES UNDER STORMWATER GENERALPERMIT NCG010000" FORM PROVIDED BY THE DIVISION OF WATER QUALITY.INSPECTION RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENTAND FOR EACH DISCHARGE LOCATION IN ACCORDANCE WITH THE GENERALPERMIT - NCG 0100001. THE PERSON WHO PERFORMS THE INSPECTION SHALL MAKE A RECORD OFTHE SITE INSPECTION BY DOCUMENTING THE FOLLOWING ITEMS:A. ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES,PRACTICES AND DEVICES, AS CALLED FOR IN A CONSTRUCTION SEQUENCECONSISTENT WITH THE APPROVED EROSION AND SEDIMENTATIONCONTROL PLAN, INCLUDING BUT NOT LIMITED TO SEDIMENTATIONCONTROL BASINS, SEDIMENTATION TRAPS, SEDIMENTATION PONDS, ROCKDAMS, TEMPORARY DIVERSIONS, TEMPORARY SLOPE DRAINS, ROCKCHECK DAMS, SEDIMENT FENCE OR BARRIERS, ALL FORMS OF INLETPROTECTION, STORM DRAINAGE FACILITIES, ENERGY DISSIPATERS, ANDSTABILIZATION METHODS OF OPEN CHANNELS, HAVE INITIALLY BEENINSTALLED AND DO NOT SIGNIFICANTLY DEVIATE (AS DEFINED IN SUB-ITEM(1)(E) OF THIS RULE) FROM THE LOCATIONS, DIMENSIONS AND RELATIVEELEVATIONS SHOWN ON THE APPROVED EROSION AND SEDIMENTATIONPLAN. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALINGAND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THEAPPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BYCOMPLETING, DATING AND SIGNING AN INSPECTION REPORT THAT LISTSEACH MEASURE, PRACTICE OR DEVICE SHOWN ON THE APPROVEDEROSION AND SEDIMENTATION CONTROL PLAN. THIS DOCUMENTATION ISREQUIRED ONLY UPON THE INITIAL INSTALLATION OF THE EROSION ANDSEDIMENTATION CONTROL MEASURES, PRACTICES AND DEVICES AS SETFORTH BY THE APPROVED EROSION AND SEDIMENTATION CONTROL PLANOR IF THE MEASURES, PRACTICES AND DEVICES ARE MODIFIED AFTERINITIAL INSTALLATION;B. THE COMPLETION OF ANY PHASE OF GRADING FOR ALL GRADED SLOPESAND FILLS SHOWN ON THE APPROVED EROSION AND SEDIMENTATIONCONTROL PLAN, SPECIFICALLY NOTING THE LOCATION AND CONDITION OFTHE GRADED SLOPES AND FILLS. SUCH DOCUMENTATION SHALL BEACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVEDEROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,DATING AND SIGNING AN INSPECTION REPORT;C. THE LOCATION OF TEMPORARY OR PERMANENT GROUND COVER, ANDTHAT THE INSTALLATION OF THE GROUND COVER DOES NOTSIGNIFICANTLY DEVIATE (AS DEFINED IN SUB-ITEM (1)(E) OF THIS RULE)FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING ANDDATING A COPY OF THE APPROVED EROSION AND SEDIMENTATIONCONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTIONREPORT;D. THAT MAINTENANCE AND REPAIR REQUIREMENTS FOR ALL TEMPORARYAND PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES,PRACTICES AND DEVICES HAVE BEEN PERFORMED. SUCH DOCUMENTATIONSHALL BE ACCOMPLISHED BY COMPLETING, DATING AND SIGNING ANINSPECTION REPORT (THE GENERAL STORM WATER PERMIT MONITORINGFORM MAY BE USED TO VERIFY THE MAINTENANCE AND REPAIRREQUIREMENTS); ANDE. ANY SIGNIFICANT DEVIATIONS FROM THE APPROVED EROSION ANDSEDIMENTATION CONTROL PLAN, CORRECTIVE ACTIONS REQUIRED TOCORRECT THE DEVIATION AND COMPLETION OF THE CORRECTIVE ACTIONS.SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING ANDDATING A COPY OF THE APPROVED EROSION AND SEDIMENTATIONCONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTIONREPORT. A SIGNIFICANT DEVIATION MEANS AN OMISSION, ALTERATION ORRELOCATION OF AN EROSION OR SEDIMENTATION CONTROL MEASURETHAT PREVENTS THE MEASURE FROM PERFORMING AS INTENDED.2. THE DOCUMENTATION, WHETHER ON A COPY OF THE APPROVED EROSIONAND SEDIMENTATION CONTROL PLAN OR AN INSPECTION REPORT, SHALLINCLUDE THE NAME, ADDRESS, AFFILIATION, TELEPHONE NUMBER, ANDSIGNATURE OF THE PERSON CONDUCTING THE INSPECTION AND THE DATEOF THE INSPECTION. ANY RELEVANT LICENSES AND CERTIFICATIONS MAYALSO BE INCLUDED. ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR ONA COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLANSHALL OCCUR ON A SINGLE COPY OF THE PLAN AND THAT PLAN SHALL BEMADE AVAILABLE ON THE SITE. ANY INSPECTION REPORTS SHALL ALSO BEMADE AVAILABLE ON THE SITE.3. THE INSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THEFOLLOWING PHASES OF A PLAN:A. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROLMEASURES;B. CLEARING AND GRUBBING OF EXISTING GROUND COVER;C. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS THATREQUIRES PROVISION OF TEMPORARY OR PERMANENT GROUND COVERPURSUANT TO G.S. 113A-57(2);D. COMPLETION OF STORM DRAINAGE FACILITIES;E. COMPLETION OF CONSTRUCTION OR DEVELOPMENT; ANDF. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUNDCOVER SUFFICIENT TO RESTRAIN EROSION AND THE REGULATORYAGENCY THAT APPROVED THE PLAN HAS BEEN NOTIFIED AND HASANNOTATED IN THE FINAL INSPECTION REPORT THE PROJECT IS SUITABLEFOR CLOSURE.SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BYNCGS 113A-54.1(LATEST VERSION)15A NCAC 04B .0131 SELF-INSPECTIONSWHERE INSPECTIONS ARE REQUIRED BY G.S. 113A-54.1(E), THE FOLLOWINGAPPLY:APP.CK.BYLOCATIONSCALEDRAWNDATECHK.DWG. NO.APP.SCALE RATIO1:1MMJSSNO.DATEREVISIONAS NOTEDRDC-73163 SHT OF 17HARNETT COUNTY, NORTH CAROLINALINDEN 230kV SUBSTATION801 JONES FRANKLIN RD, SUITE 300RALEIGH, NC 27606(919)851-6866(919) 851-7024 FAXLICENSE # F-0672PROJECT NUMBER: 17845107405-25-2018CALL 1-800-632-4949IT'S THE LAW !BEFORE YOU DIG !RSJ100% SUBMITTAL FOR PERMITTINGNOT FOR CONSTRUCTION
HORSESHOE BEND ROAD60' PUBLIC R/W(S.R. 2027)LAND DISTURBANCE FORCONSTRUCTION ACTIVITYONLY. NO GRADINGPROPOSED, (TYP).APPROXIMATE LIMITSOF CLEARING/GRADINGWORK (TYP)APPROXIMATE LIMITSOF CLEARING/GRADINGWORK (TYP)SDSDLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
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5116 116116116116116116116117117114DYHWV18" CULVERTINV.: 111.90'115114114.44114.71115.15115.45115.73116.47116.67115.05113.66113.75113.16115.27117.00117.17116.09115.35115.03114.87114.75114.72114.50114.57114.55114.62114.33114.26114.36114.42114.63114.65114.40114.63114.45115.34114.79115.52116.12116.80115.65116.17117.27116.27116.52115.33115.10115.06114.80114.30114.18114.40114.32114.14113.89114.17113.66113.45113.68114.22114.15113.93113.63113.70113.93114.44114.66114.49114.12113.76113.48113.55113.69114.06114.03113.61113.30113.67114.57114.38114.44114.32114.73114.29114.35114.23114.27114.75114.73114.92113.75113.43113.41113.34113.18113.03113.22113.93113.87113.99113.84113.04113.26112.85112.93112.84112.87113.49113.27113.77113.75113.61113.52113.35113.50113.54113.32112.91113.03113.26113.57114.44114.44114.03113.86113.61113.48113.50113.55113.71114.09113.73113.27113.10113.58114.33115.94N 84°39'00" E252.88'114L1(TIE)115WOODEDAREAPROPOSED STONEDITCH (D#2), SEE NOTE 2PROPOSED STONEDITCH (D#3), SEENOTE 2PROPOSED STONEDITCH (D#1), SEENOTE 2PROJECTLIMITS/LIMITS OFDISTURBANCE (TYP)TEMPORARY SILTFENCE (TYP)PROPOSED CONSTRUCTIONFENCE (TYP)PROPOSEDCONSTRUCTIONFENCE (TYP)TEMPORARY SILTFENCE (TYP)TEMPORARY STOCKPILEFOR EXCAVATED SOILSTEMPORARYSILT FENCEOUTLET (TYP)TEMPORARYSILT FENCEOUTLET (TYP)TEMPORARYCHECK DAM (TYP)TEMPORARY CHECKDAM (TYP)PROJECT LIMITS/LIMITSOF DISTURBANCE (TYP)TEMPORARY PIPEINLET PROTECTIONTEMPORARYCONSTRUCTIONENTRANCETEMPORARY PIPEINLET PROTECTIONLAND DISTURBANCE FORCONSTRUCTION ACTIVITYONLY. NO GRADINGPROPOSED, (TYP).TEMPORARY SILTFENCE (TYP)CLEARING (TYP)CLEARING (TYP)PROVIDE TEMPORARYCONSTRUCTION ENTRANCE FORLINE CONTRACTOR IF REQUIRED,COORDINATE WITH DUKE ENERGY8EROSION AND SEDIMENT CONTROL PLAN - PHASE INOTES:1.REFER TO RDC-73163, SHEET 7 FOR CONSTRUCTION SEQUENCEAND GENERAL EROSION AND SEDIMENT CONTROL NOTES.2.PERMANENT STONE DITCH (D#1 - D#3) SHALL BE STABILIZEDWITHIN 7 DAYS FROM LAST LAND DISTURBING ACTIVITY.3.REFER TO DITCH SCHEDULE SHOWN ON SHEET 13.DISTURBED AREA = 12.25 ACAPP.CK.BYLOCATIONSCALEDRAWNDATECHK.DWG. NO.APP.SCALE RATIO1:1MMJSSNO.DATEREVISIONAS NOTEDRDC-73163 SHT OF 17HARNETT COUNTY, NORTH CAROLINALINDEN 230kV SUBSTATION801 JONES FRANKLIN RD, SUITE 300RALEIGH, NC 27606(919)851-6866(919) 851-7024 FAXLICENSE # F-0672PROJECT NUMBER: 17845107405-25-2018CALL 1-800-632-4949IT'S THE LAW !BEFORE YOU DIG !RSJ100% SUBMITTAL FOR PERMITTINGNOT FOR CONSTRUCTION
TEMPORARYSTOCKPILE FOREXCAVATEDSOILSTEMPORARY SILTFENCE (TYP)EAST-WESTBASELINEH1
H2
H3 X0
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2
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WEX. STR#192(TO BE REMOVED BYOTHERS)STA:581+57.25EX. STR#193(TO BE REPLACEDBY OTHERS)STA:575+06.56GRID TIEN:552581.31 E:2070380.51 ELEV:114.78'DERIVED FROM GPS POST PROCESSED THROUGH"OPUS" NAD 83(2011) NGVD 29 DATUMRSK FAMILY PROPERTIES LLCPIN:0575-03-9001PID:120565 0050850 HORSESHOE BEND RD.PB. 2015 PG. 137DB. 2230 PG. 742GRAVELDRIVEWOODEDAREAWOODEDAREA18"RCP113113113
113113113114114114114114114114114114114114114114115115115115115115115115115115115115115115116116116116116116116116117117114DYHWV18" CULVERTINV.: 111.90'18" CULVERTINV.: 111.36'112
115114114.44114.71115.15115.45115.73116.47116.67115.05115.27117.00117.17116.09115.35115.03114.87114.75114.72114.50114.57114.55114.62114.33114.26114.36114.42114.63114.65114.40114.63114.45115.34114.79115.52116.12116.80115.65116.17117.27115.10115.06114.80114.30114.18114.40114.32114.14113.89114.17113.66113.45113.68114.22114.15113.93113.63113.70113.93114.44114.12113.76113.48113.55113.69114.06114.03113.61113.30113.67114.57114.38114.44114.32114.73114.29114.35114.23114.27114.75114.73114.92113.75113.43113.41113.34113.18113.03113.22113.93113.87113.99113.84113.04113.26112.85112.93112.84112.87113.49113.27113.77113.75113.61113.52113.35113.50113.54113.32112.91113.03113.26113.57114.03113.86113.61113.48113.50113.55113.71114.09113.73113.27113.10113.58114.33115.94N 84°39'00" E252.88'114L1(TIE) HORSESHOE BEND ROAD60' PUBLIC R/W(S.R. 2027)PROPOSED STONEDITCH (D#2) SEENOTE 2PROPOSED STONEDITCH (D#3) SEENOTE 2PROPOSED STONEDITCH (D#1) SEENOTE 2PROJECT LIMITS/LIMITSOF DISTURBANCE (TYP)CONCRETE TRUCKWASHOUTSDSD117ROAD AROAD BLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD
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SF
SF
SF
SF
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SF 11711
7
117 11611411611611
6
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114 116114114SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
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1
1
4 114TEMPORARY PIPEINLET PROTECTIONTEMPORARYCONSTRUCTIONENTRANCEPROPOSED CONSTRUCTIONFENCE (TYP)PROJECT LIMITS/LIMITSOF DISTURBANCE (TYP)TEMPORARY CHECKDAM (TYP)TEMPORARY SILT FENCE(TYP)TEMPORARY SILTFENCE OUTLET (TYP)TEMPORARY SILTFENCE OUTLET (TYP)PERMANENT CONTRACTORLAYDOWN AREA - PARKING AREAPROPOSED PERMANENTSPOIL AREA FOR OTHERS.PROVIDE POSITIVEDRAINAGE AROUND SPOILAREA TO PROPOSED DITCHTEMPORARY SILTFENCE (TYP)TEMPORARY SILT FENCE(TYP)TEMPORARY PIPEINLET PROTECTIONTEMPORARY SILTFENCE (TYP)FOR CONTINUATION REFERTO EROSION AND SEDIMENTCONTROL PLAN - PHASE ITEMPORARY SILTFENCE OUTLET (TYP)TEMPORARY SILTFENCE (TYP)TEMPORARY SILTFENCE (TYP)TEMPORARY SILTFENCE OUTLET (TYP)TEMPORARY CHECK DAM TO BEUSED FOR VEHICLE CROSSING TOACCESS RIGHT-OF-WAY FOR LINECONTRACTOR (MAX 4:1 SIDE SLOPES,USE 2-3" COURSE AGGREGATE TOFORM CHECK DAM), COORDINATELOCATION WITH DUKE ENERGYTEMPORARY CHECK DAM TO BEUSED FOR VEHICLE CROSSING TOACCESS RIGHT-OF-WAY FOR LINECONTRACTOR (MAX 4:1 SIDE SLOPES,USE 2-3" COURSE AGGREGATE TOFORM CHECK DAM), COORDINATELOCATION WITH DUKE ENERGYPROVIDE TEMPORARYCONSTRUCTION ENTRANCE FORLINE CONTRACTOR IF REQUIRED,COORDINATE WITH DUKE ENERGY9EROSION AND SEDIMENT CONTROL PLAN - PHASE IIAPP.CK.BYLOCATIONSCALEDRAWNDATECHK.DWG. NO.APP.SCALE RATIO1:1MMJSSNO.DATEREVISIONAS NOTEDRDC-73163 SHT OF 17HARNETT COUNTY, NORTH CAROLINALINDEN 230kV SUBSTATION801 JONES FRANKLIN RD, SUITE 300RALEIGH, NC 27606(919)851-6866(919) 851-7024 FAXLICENSE # F-0672PROJECT NUMBER: 17845107405-25-2018CALL 1-800-632-4949IT'S THE LAW !BEFORE YOU DIG !RSJ100% SUBMITTAL FOR PERMITTINGNOT FOR CONSTRUCTIONNOTES:1.REFER TO RDC-73163, SHEET 7 FOR CONSTRUCTIONSEQUENCE AND GENERAL EROSION AND SEDIMENTCONTROL NOTES.2.PERMANENT STONE DITCH (D#1 - D#3) SHALL BESTABILIZED WITHIN 7 DAYS FROM LAST LAND DISTURBINGACTIVITY.3.REFER TO DITCH SCHEDULE SHOWN ON SHEET 13.DISTURBED AREA = 12.25 AC
ELEVATIONELEVATIONSTATION
ROAD A
HORZ. SCALE 1"= 40'
VERT. SCALE 1"= 4'
110
120
110
120
10+00 11+00 12+00 13+00 14+00 15+00 15+20
1.48%1.52%0.50%PVI STA: 10+00.00ELEV: 115.55PVI STA: 14+75.25ELEV: 116.96LOW PT STA: 14+24.90
LOW PT ELEV: 116.42
PVI STA: 14+35.00
PVI ELEV: 116.35
K: 19.86
LVC: 40.00
BVCS: 14+15.00BVCE: 116.45EVCS: 14+55.00EVCE: 116.65HIGH PT STA: 11+59.93
HIGH PT ELEV: 117.70
PVI STA: 11+50.00
PVI ELEV: 117.77
K: 20.21
LVC: 40.00
BVCS: 11+30.00BVCE: 117.47EVCS: 11+70.00EVCE: 117.67EXISTING GROUND
(TYP.)
PROPOSED ROAD (TYP.)
(SEE GRADING PLAN)
TIE TO EXISTING EDGE
OF ASPHALT ROAD
15" STORM DRAIN PIPE (P-1)
INV. IN=113.15'
INV. OUT=112.79'
24" STORM DRAIN PIPE (P-2)
BURIED 1' DEPTH (SEE
GRADING PLAN)
INV. IN=113.25'
INV. OUT=113.05'ELEVATIONELEVATIONSTATION
ROAD B
HORZ. SCALE 1"= 40'
VERT. SCALE 1"= 4'
110
120
110
120
10+00 11+00 12+00 13+00 13+25
1.10%1.06%1.38%PVI STA: 10+00.00ELEV: 117.11PVI STA: 12+25.89ELEV: 116.96LOW PT STA: 11+75.41
LOW PT ELEV: 116.42
PVI STA: 11+78.00
PVI ELEV: 116.30
K: 16.39
LVC: 40.00
BVCS: 11+58.00BVCE: 116.51EVCS: 11+98.00EVCE: 116.58HIGH PT STA: 10+50.31
HIGH PT ELEV: 117.55
PVI STA: 10+50.00
PVI ELEV: 117.66
K: 18.53
LVC: 40.00
BVCS: 10+30.00BVCE: 117.44EVCS: 10+70.00EVCE: 117.4524" STORM DRAIN PIPE (P-2)
BURIED 1' DEPTH (SEE
GRADING PLAN)
INV. IN=113.25'
INV. OUT=113.05'
EXISTING GROUND
(TYP.)
PROPOSED ROAD (TYP.)
(SEE GRADING PLAN)
10
ACCESS DRIVE PROFILE
APP.CK.BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO 1:1
MM JSS
NO.DATE REVISION
AS NOTED
RDC-73163 SHT OF 17
HARNETT COUNTY, NORTH CAROLINA
LINDEN 230kV SUBSTATION
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451074
05-25-2018
CALL 1-800-632-4949
IT'S THE LAW !
BEFORE YOU DIG !
RSJ100% SUBMITTAL FOR PERMITTING
NOT FOR CONSTRUCTION
13
SCHEDULES AND SECTIONS
NOTES:
SCALE: NOT TO SCALE
TYPICAL ACCESS DRIVE SECTION
PIPE SCHEDULE
PIPE NO.FROM TO
PATH
SIZE MATERIALSLOPELENGTHINV. IN INV. OUT
15"72 0.50%INLET 113.15 112.79
1. ALL CUT & FILL SLOPES SHALL BE GRADED
TO A 4:1 HORIZONTAL TO VERTICAL SLOPE
OR FLATTER UNLESS OTHERWISE NOTED ON
THE GRADING PLAN.
2. ALL SLOPES SHALL BE COMPOSTED &
SEEDED UNLESS OTHERWISE NOTED ON
THE GRADING PLAN.
*
OUTLET RCP
CLASS IV
NOTES:1. LENGTH FOR ALL PIPES "INLET" AND "OUTLET" INCLUDES LENGTH OF FLARED END SECTION.
2. INVERTS ARE TAKEN AT ENDS OF FLARED END SECTIONS.
DITCH SCHEDULE
CHANNEL
NO.
DRAINAGE
AREA (AC.)
INTENSITY
(IN/HR)
RUNOFF
COEFF.
CHANNEL
SLOPE (%)
LENGTH
(FT)
BEGIN
ELEV.
END
ELEV.
"N"
VALUE
VELOCITY
(FT/SEC)
SIDE
SLOPE
PERMANENT / TEMPORARY
LINING REQUIRED
Q 10
CFS
DEPTH
(FT)
BOTTOM
WIDTH (FT)P-1
D#2 4:1 113.103.48 0.38 10.47 475 114.05 0.033 1.411.006
D#3 4:1 113.565.83 0.34 15.69 545 114.65 0.033 1.581.006
D#1 4:1 PERMANENT STONE DITCH114.251.40 0.34 3.78 200 114.65 0.033 1.041.0060.20%
SHOULDERROADBED
C ACCESS ROAD
COMPACTED SOIL
ROADBEDSHOULDER
2'-0"10'-0"
12'-0"
24'-0"
L
2'-0"2 1/2"10'-0"3"12" ABC STONE (TYP)C STONE DITCH
SEEDED SLOPES
(TYPICAL)
L
1
4
SLOPE VARIES, 2% SIDE SLOPE
WHERE ROAD CROWN,
SEE GRADING PLAN
12" COMPACTED ABC STONE
1
4
VARIES, SEE
GRADING PLAN
NOTE: DITCH, ONLY WHERE
SHOWN ON THE GRADING PLAN,
OTHERWISE CONTINUE
POSITIVE SLOPE
1
4:1 MAX
CONTINUE PROPOSED
GRADES, SEE
GRADING PLAN
SECTION A-A
YARD TRANSITION - GRAVEL YARD TO GRASS
1" = 20' HORIZ.
1" = 2' VERT.
0.50%
FENCE GRAVEL YARD
GRASS
COMPACTED
SUBGRADE
GRASS
3" COMPACTED ABC STONE
(SUBGRADE)
3" COMPACTED ABC
STONE
3" #57 STONE
EAST/WEST BASELINE
CROWN
FINISHED GRADE (FG) EL=118.00'
SUBGRADE (SG) EL=117.50'
2.00%
6' OUTSIDE FENCE
FINISHED GRADE (FG)
ELEVATION
INLET OUTLET 7.91
7.91
7.91
24"50 0.40%113.25 113.05 RCP
CLASS IV
SUBGRADE (SG)
P-2
APP.CK.BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO 1:1
MM JSS
NO.DATE REVISION
AS NOTED
RDC-73163 SHT OF 17
HARNETT COUNTY, NORTH CAROLINA
LINDEN 230kV SUBSTATION
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451074
05-25-2018
CALL 1-800-632-4949
IT'S THE LAW !
BEFORE YOU DIG !
RSJ100% SUBMITTAL FOR PERMITTING
NOT FOR CONSTRUCTION
0.20%
0.20%
20'
X
X
X
142'
X
0.50%
FENCEGRAVEL YARD
2.00%
6' OUTSIDE FENCE
20'
X
X
X
142'
X
±3.15%
±5.
0
0
%
20'X
X
X
175'
X
X
X
20'
46'
SECTION B-B
YARD TRANSITION - GRAVEL YARD TO GRASS
1" = 20' HORIZ.
1" = 2' VERT.
X X
NORTH/SOUTH BASELINE
FINISHED GRADE (FG) EL= VARIES
SUBGRADE (SG) EL= -0.50'
SEE GRADING PLAN
FENCE
±0.84%
6' OUTSIDE FENCE
GRAVEL YARD
0.00%
GRAVEL YARD
0.00%
COMPACTED
SUBGRADE3" COMPACTED ABC STONE
(SUBGRADE)
3" COMPACTED ABC
STONE3" #57 STONE
FINISHED GRADE (FG)
ELEVATION
SUBGRADE (SG)
FENCE
2.00%
6' OUTSIDE FENCE
C STONE DITCHL
2.00%
6" COMPACTED ABC STONE
(PERIMETER DRIVE)
GRASS
30"
±2.70
%
112.72
GRASS
RCP
CLASS IV
GRASS
SLOPE VARIES
±0.00%
6" COMPACTED ABC
STONE (SHOULDER)
6" COMPACTED ABC
STONE (SHOULDER)
6" COMPACTED ABC
STONE (SHOULDER)
6" COMPACTED ABC
STONE (SHOULDER)
INLET OUTLET 40
VARIES, ±16.66%
4:1 MAX
0.25%112.62P-3 PERMANENT STONE DITCH
PERMANENT STONE DITCH
±4.4
0
%
VA
R
I
E
S
,
VARIE
S
,
SLOPE VARIES
±5.25
%
14
SECTIONS
NTS
ACCESS DRIVE SECTION NTS
3-INCH ABC STONE (COMPACTED
IN PLACE AND PROOF-ROLLED)
YARD SECTION
3-INCH #57 STONE
COMPACTED STRUCTURAL FILL WHERE
REQUIRED TO 98%
12-INCH ABC STONE (COMPACTED IN
PLACE AND PROOF-ROLLED). PLACE IN
2 EQUAL THICKNESS LIFTS
3-INCH ABC STONE (COMPACTED IN PLACE
AND PROOF-ROLLED) (SUBGRADE)
GRAVEL YARD
GATE
EDGE OF STONE
EDGE OF
GRADE/EDGE
OF ABC STONE
SHOULDER
FENCE
EDGE OF ABC DRIVE
SECTION C-C
1" = 10' HORIZ.
1" = 1' VERT.
3" #57 STONE ON TOP OF
3" ABC STONE ON TOP OF
3" ABC STONE SUBGRADE
GRASS
15'
FENCE
X
X
X
6' OUTSIDE FENCE
GRAVEL YARD
3" COMPACTED ABC
STONE (SUBGRADE)
1
30
1
6
3" COMPACTED ABC
STONE
3" #57 STONE
12" ABC STONE
ACCESS DRIVE
ABC STONE TO TRANSITION
FROM ACCESS DRIVE
ELEVATION TO GRAVEL YARD
FINISHED GRADE ELEVATION
COMPACTED
SUBGRADE
FINISHED GRADE (FG)
ELEVATION
PROFILE VIEW
PLAN VIEW
ACCESS DRIVE TRANSITION
ABC DRIVE TO GRAVEL YARD
NTS
ASPHALT PAVEMENT SECTION
3-INCH SURFACE COURSE ASPHALT
PAVEMENT (S9.5B). PLACE IN 2 EQUAL
1.5-INCH THICKNESS LIFTS.
8-INCH ABC STONE (COMPACTED IN
PLACE AND PROOF-ROLLED)
COMPACTED SUBGRADE TO 100%
FOR UPPER 8-INCHES AND 95%
BELOW UPPER 8-INCHES
COMPACTED SUBGRADE TO 98%
COMPACTED STRUCTURAL FILL WHERE
REQUIRED TO 98%
COMPACTED SUBGRADE TO 98%
SUBGRADE (SG)
APP.CK.BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO 1:1
MM JSS
NO.DATE REVISION
AS NOTED
RDC-73163 SHT OF 17
HARNETT COUNTY, NORTH CAROLINA
LINDEN 230kV SUBSTATION
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451074
05-25-2018
CALL 1-800-632-4949
IT'S THE LAW !
BEFORE YOU DIG !
RSJ100% SUBMITTAL FOR PERMITTING
NOT FOR CONSTRUCTION
NTS
SHOULDER/PERIMETER
DRIVE/LAYDOWN AREA SECTION
COMPACTED STRUCTURAL FILL WHERE
REQUIRED TO 98%
6-INCH ABC STONE (COMPACTED IN
PLACE AND PROOF-ROLLED).
COMPACTED SUBGRADE TO 98%
160N NONWOVEN POLYPROPYLENE
GEOTEXTILE PRODUCT FROM MIRAFI OR
APPROVED EQUAL.
ABC STONE
20'
6'
6'
6'
GRASS
15'
NTS
4-INCH #4 STONE
STONE DITCH SECTION
6-INCH CLEAN WASHED SAND
SUBGRADE
160N NONWOVEN POLYPROPYLENE GEOTEXTILE
PRODUCT FROM MIRAFI OR APPROVED EQUAL.
WRAP BOTTOM AND SIDES OF STONE AND KEY
IN GEOTEXTILE ALONG THE PERIMETER AT THE
TOP OF DITCH TO NATIVE SOIL.
15
EROSION CONTROL DETAILS
APP.CK.BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO 1:1
MM JSS
NO.DATE REVISION
AS NOTED
RDC-73163 SHT OF 17
HARNETT COUNTY, NORTH CAROLINA
LINDEN 230kV SUBSTATION
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451074
05-25-2018
CALL 1-800-632-4949
IT'S THE LAW !
BEFORE YOU DIG !
RSJ100% SUBMITTAL FOR PERMITTING
NOT FOR CONSTRUCTION RSJJSS15-11-18 ADDED MAINTENANCE REQUIREMENTS TO MATTING DETAIL JSS
MAINTENANCE:
1. INSPECT BLANKETS AND MATTING AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT REPAIR
IMMEDIATELY.
2.GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION
MUST NOT OCCUR BENEATH THE BLANKETS.
3.ANY AREAS OF THE BLANKETS THAT ARE DAMAGED OR NOT IN CLOSE
CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
4.IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE
PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
5.MONITOR AND REPAIR THE BLANKETS AS NECESSARY UNTIL GROUND
COVER IS ESTABLISHED.
16
EROSION CONTROL DETAILS
GRADE
FRONT VIEW
CONSTRUCTION SPECIFICATIONS:MAINTENANCE:
SIDE VIEW
GRADE
2'-0"NTS
10'-0" O.C. MAX
CONSTRUCTION FENCE DETAIL6'-0"5'-0" (MIN)2"X2" WOODEN OR STEEL POSTS
2"X2" WOODEN OR STEEL POSTS
2" GALVANIZED WIRE STAPLE
POLYETHYLENE OR POLYPROPYLENE
GEOTEXTILE, ORANGE, HIGHLY
VISIBLE FENCING, ULTRAVIOLET
COATING
1. INSPECT CONSTRUCTION FENCE DURING THE REQUIRED EROSION
AND SEDIMENT CONTROL INSPECTIONS.
2. REPAIR FENCE AS REQUIRED.
3. MAINTAIN FENCE THROUGHTOUT DURATION OF PROJECT.
POLYETHYLENE OR POLYPROPYLENE
GEOTEXTILE, ORANGE, HIGHLY
VISIBLE FENCING, ULTRAVIOLET
COATING
1. ADDITIONAL CLEARING AND GRUBBING IS NOT REQUIRED TO INSTALL THE CONSTRUCTION
FENCE.
2. THE CONSTRUCTION FENCE SHALL CONFORM TO THE GENERAL CONTOUR OF THE EXISTING
GROUND.
3. THE TOPS OF ALL WOOD POSTS SHALL BE CUT AT A 30-DEGREE ANGLE.
4. PLACE CONSTRUCTION FENCE TO THE INSIDE OF THE PROJECT LIMITS/LIMITS OF
DISTURBANCE BOUNDARY (APPROX. 0.5' INSIDE THE PROJECT LIMITS/LIMITS OF
DISTURBANCE) WHEREVER TREE PROTECTION FENCE IS NOT INSTALLED.
5. FENCE MATERIAL SHALL BE POLYETHYLENE OR POLYPROPYLENE GEOTEXTILE, ORANGE,
HIGHLY VISIBLE FENCING, AND HAVE AN ULTRAVIOLET COATING. FENCE MATERIAL SHALL
BE AS APPROVED BY DEP.
6. ATTACH GEOTEXTILE TO WOOD POSTS WITH ONE 2-INCH GALVANIZED WIRE STAPLE
ACROSS EACH CABLE OR TO THE STEEL POSTS WITH WIRE OR OTHER ACCEPTABLE MEANS.
7. DURING FINAL SITE CLEANUP, REMOVE CONSTRUCTION FENCE TO INCLUDE ALL POSTS.
WHICHEVER IS LESS.
SOIL FOUNDATION.
CHANNEL BANKS TO AN
ELEVATION OF 6" ABOVE THE
MAXIMUM TALLWATER DEPTH OR
TO TOP OF THE BANK,
BETWEEN THE RIP-RAP AND
do
A3do
1. La IS THE LENGTH OF RIPRAP
3. IN A WELL-DEFINED CHANNEL
EXTEND THE APRON UP ON THE
SECTION A-A
d
La
APRON
FILTER
NOTES
PLAN
A
W
2. DEPTH (d) = 18" MINIMUM, FOR NCDOT
CLASS 'B' RIP-RAP, d50= 8", dMAX= 12".
NTS
RIP-RAP OUTLET PROTECTION
FABRIC
4. FILTER FABRIC SHOULD BE INSTALLEDSLOPE
SLOPEMAKE MOWED SLOPES NO STEEPER THAN 4:1.
ROUGHEN THESE AREAS TO SHALLOW GROOVES BY NORMAL TILLING,
DISKING, HARROWING, OR USE OF CULTIPACKER-SEEDER. MAKE THE FINAL
PASS OF ANY SUCH TILAGE IMPLEMENT ON THE CONTOUR.
MAKE GROOVES, FORMED BY SUCH IMPLEMENTS, CLOSE TOGETHER (LESS
THATN 10 INCHES) AND NOT LESS THAN 1 INCH DEEP.
EXCESSIVE ROUGHNESS IS UNDESIRABLE WHERE MOWING IS PLANNED.
NTS
SURFACE ROUGHENING
ROUGHENING WITH TRACKED MACHINERY
CUTS, FILLS, AND GRADED AREAS THAT WILL BE MOWED
LIMITED ROUGHENING WITH TRACKED MACHINERY TO SANDY SOILS TO
AVOID UNDUE COMAPACTION OF THE SOIL SURFACE. TRACKING IS
GENRALLY NOT AS EFFECTIVE AS THE OTHER ROUGHENING METHODS
DESCRIBED.
OPERATE TRACKED MACHINERY UP AND DOWN THE SLOPE TO LEAVE
HORIZONTAL DEPRESSIONS IN THE SOIL. DO NOT BACK-BLADE DURING THE
FINAL GRADING OPERATION.
MAINTENANCE:
INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS
TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS
TO PREVENT FURTHER DAMAGE.
EXTEND FILTER FABRIC
UNDER STORM PIPE 5'
FLARED END SECTION
(FES) OR STORM PIPE
DITCH AND BURY FILTER
FABRIC (ALL 4 SIDES)
(MIN. 12" DEEP AND EXTEND
MIN. 12" FROM TOP EDGE
OF RIPRAP (TYP)
APP.CK.BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO 1:1
MM JSS
NO.DATE REVISION
AS NOTED
RDC-73163 SHT OF 17
HARNETT COUNTY, NORTH CAROLINA
LINDEN 230kV SUBSTATION
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451074
05-25-2018
CALL 1-800-632-4949
IT'S THE LAW !
BEFORE YOU DIG !
RSJ100% SUBMITTAL FOR PERMITTING
NOT FOR CONSTRUCTION
17
EROSION CONTROL AND DRAINAGE DETAILS
APP.CK.BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO 1:1
MM JSS
NO.DATE REVISION
AS NOTED
RDC-73163 SHT OF 17
HARNETT COUNTY, NORTH CAROLINA
LINDEN 230kV SUBSTATION
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451074
05-25-2018
CALL 1-800-632-4949
IT'S THE LAW !
BEFORE YOU DIG !
RSJ100% SUBMITTAL FOR PERMITTING
NOT FOR CONSTRUCTION
FLARED END SECTION DETAIL
REINFORCING
BAR OR STEEL FABRIC
E
HUB END ON OUTLET END SECTIONS
SPIGOT END ON INLET END SECTIONS
FRONT ELEVATION
PLAN
SECTION A-A
AA
C B
ED
A
DIA
PIPE
DIA
12"
15"
18"
30"
24"
36"
48"
42"
54"
60"2'-11"
2'-3"
2'-0"
1'-9"
1'-3"
1'-0"
9 1/2"
9"
6"
4"
A B
2'-0"
2'-3"
2'-3"
3'-7"
4'-6"
5'-3"
5'-3"
6'-0"
5'-5"
5'-0"3'-3"
2'-9 1/4"
2'-2"
2'-11"
2'-10 3/4"
1'-7 3/4"
2'-6"
1'-9"
1'-9"
2'-0"
C D
4'-0"
4'-0"
4'-0"
6'-1"
6'-1 3/4"
8'-1 3/4"
8'-2"
8'-2"
8'-2 1/4"
8'-3"8'-0"
7'-6"
7'-0"
6'-6"
6'-0"
5'-0"
4'-0"
3'-0"
2'-6"
2'-0"
E
END SECTION DIMENSIONS
NOT TO SCALE
18" TO 21"
"D"
PIPE DIA
18"
15"
12"
10"
8"
48" & LARGER
33" TO 42"
24" TO 30"
6" TO 15"
"A"
MAXIMUM
AODA
W
D
TRENCH FOR NON-PLASTIC STORM DRAIN PIPE
NOT TO SCALE
4" MIN. BEDDING THICKNESS FOR
NON-PLASTIC PIPE #67 STONE
NOTE: MAXIMUM TRENCH WIDTH "W"
TAKEN AT TOP OF PIPE