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801 JONES FRANKLIN RD, SUITE 300RALEIGH, NC 27606(919) 851-6866(919) 851-7024 FAXLICENSE # F-0672PROJECT NUMBER: 178451074
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PROJECT INFORMATION:1. OWNER:DUKE ENERGY PROGRESS410 S. WILMINGTON STREETRALEIGH, NC 276012. ENGINEER:STANTEC CONSULTING SERVICES INC.801 JONES FRANKLIN ROAD, SUITE #300RALEIGH, NC 276063. PARCEL INFORMATION: STREET ADDRESS: 0 HORSESHOE BEND ROAD PIN#: 0575-02-7108.000 ZONING: RA-20R TOTAL 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: 379,000 SF (8.70 AC)5. IMPERVIOUS AREA: EXISTING: 500 SF (0.01 AC) PROPOSED: 28,150 SF (0.65 AC) FUTURE: 1,350 SF (0.03 AC) TOTAL: 30,000 SF (0.69 AC) PERCENT IMPERVIOUS = 3.86% 24% MAXIMUM IMPERVIOUS LIMITATIONS FOR LOW DENSITY6. SITE IS NOT WITHIN A FEMA 100 YR FLOODPLAIN PER FIRM MAP #3720056400K EFFECTIVE 01/05/2007.7. PARCEL IS LOCATED WITHIN THE CAPE FEAR RIVER BASIN (NO BUFFERRULES), CLASSIFICATION C.8. EXISTING USE: AGRICULTURE.9. PROPOSED USE: ELECTRIC TRANSMISSION / DISTRIBUTION SUBSTATION.
X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
N 90°00'00" W 720.97'
N
0
0
°
0
0
'
0
0
"
W
84
1
.
5
5
'
NEW TRACT 1
17.83 AC.
RSK FAMILY PROPERTIES LLC
PIN:0575-03-9001
PID:120565 0050
850 HORSESHOE BEND RD.
PB. 2015 PG. 137
DB. 2230 PG. 742
N 85°33'27" E
246.24'L5
L4
L3L2
9
0
'
D
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K
E
P
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OF
W
A
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DB
.
4
5
3
P
G
.
2
0
6
S 2
0
°
3
8
'
3
3
"
W
98
4
.
0
6
'
HORSESHOE BEND ROAD
60' PUBLIC R/W(S.R. 2027)
SU
R
V
E
Y
L
I
N
E
S 2
0
°
3
8
'
3
3
"
W
125'
EX. STR#192
STA:581+57.25
EX. STR#193
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'
N 84°39'00" E
252.88'
L1(TIE)
GRAVEL
DRIVE
OPEN FIELD
OPEN FIELD
WOODED
AREA
WOODED
AREA
WOODED
AREA
18
"
R
C
P
113
113
113
113 113
113
113
113
114
114
114 114
114
114
114
114
11
4
114
114
1
1
4
114
11411
4
1
1
4
1141
1
4
114
115
115
115
115
115
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115
115 115
115
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115
115
1
1
5
115
1
1
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115
1
1
5
115
115
116 116
116
116
116
1
1
6
1
1
6
1
1
6
1
1
6
11
6
117
11
7
115
114
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
114
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LOD
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LOD LOD LOD
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LOD LOD LOD LOD LOD
LOD
LOD
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LOD
LOD
LOD
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LO
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LO
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L
O
D
REMOVE TREES AND BRUSH
INCLUDING ROOT BALLS AS
REQUIRED TO CONSTRUCT
PROPOSED ACCESS DRIVE
AND PROPOSED SUBSTATION
YARD (TYP)
PROTECT EXISTING POLE
STRUCTURE TO REMAIN (TYP)
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
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. 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
(919)851-6866
(919) 851-7024 FAX
LICENSE # F-0672
PROJECT NUMBER: 178451074
02-14-2018
RSJJSS0X-X-18 -
CALL 1-800-632-4949
IT'S THE LAW !
BEFORE YOU DIG !
RSJMM
TECHNICAL SITE PLAN REVIEW
NOT FOR CONSTRUCTION
X X X X X X
X X X X X X X X X X X X X
X
X
X
X
X
N
0
0
°
0
0
'
0
0
"
W
84
1
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5
5
'
N 85°33'27" E
246.24'L5
L4
L3L2
9
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3
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2
0
6
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0
°
3
8
'
3
3
"
W
98
4
.
0
6
'
HORSESHOE BEND ROAD
60' PUBLIC R/W(S.R. 2027)
SU
R
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E
Y
L
I
N
E
S 2
0
°
3
8
'
3
3
"
W
125'
EX. STR#192
STA:581+57.25
EX. STR#193
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'
N 84°39'00" E
252.88'
L1(TIE)
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
10
'
S
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E
S
E
T
B
A
C
K
35' FRONT SETBACK
10
'
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B
A
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K
EAS
T
-
W
E
S
T
BAS
E
L
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E
H1
H2
H3
X0
X1
X2
X3
2X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X
X
H1
H2
H3
X0
X1
X2
X3
SW 192-1
FUT SW
192-5
NO
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T
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-
S
O
U
T
H
BA
S
E
L
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N
E
STR 192-4
STR 192
STR 192-6
STR 192-2
STR 192-3
GATE
(TYP)
7' CHAIN-LINK-FENCE
WITH 1' BARBED WIRE
(BY OTHERS)
SEE SHEET 13
PROPOSED PERMANENT
SPOIL AREA FOR OTHERS
R
O
A
D
A
ROA
D
B
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
LOD
LO
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD
L
O
D
L
O
D
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
LOD
L
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L
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D
L
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L
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L
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LOD
LOD
L
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D
L
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L
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L
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L
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D
L
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L
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L
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L
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L
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D
L
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L
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D
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L
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LO
D
LO
D
LO
D
L
O
D
L
O
D
20' 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)
EDG
E
O
F
G
R
A
D
E
EDG
E
O
F
S
T
O
N
E
EDG
E
O
F
G
R
A
D
E
EDG
E
O
F
S
T
O
N
E
B
B
A
A
C
C
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
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.
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
(919)851-6866
(919) 851-7024 FAX
LICENSE # F-0672
PROJECT NUMBER: 178451074
02-14-2018
RSJJSS0X-X-18 -
CALL 1-800-632-4949
IT'S THE LAW !
BEFORE YOU DIG !
RSJMM
TECHNICAL SITE PLAN REVIEW
NOT FOR CONSTRUCTION
X X X X X X
X X X X X X X X X X X X X
X
X
X
X
X
N
0
0
°
0
0
'
0
0
"
W
84
1
.
5
5
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N 85°33'27" E
246.24'L5
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9
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HORSESHOE BEND ROAD
60' PUBLIC R/W(S.R. 2027)
SU
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L
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0
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3
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3
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125'
EX. STR#192
STA:581+57.25
EX. STR#193
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'
N 84°39'00" E
252.88'
L1(TIE)
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
10
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S
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B
A
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35' FRONT SETBACK
10
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PC: 13+56.62
Mid:
1
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PROJECT LIMITS/LIMITS
OF DISTURBANCE (TYP)
ROAD A STA: 11+05.58
ROAD B STA: 10+00.00
PROPOSED CONTROL
BUILDING, BY OTHERS
FUTURE SWITCH
STRUCTURE, BY OTHERS
PROPOSED SWITCH
STRUCTURE, BY OTHERS
PROPOSED POLE STRUCTURE,
BY OTHERS (TYP.)
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
(919)851-6866
(919) 851-7024 FAX
LICENSE # F-0672
PROJECT NUMBER: 178451074
02-14-2018
RSJJSS0X-X-18 -
CALL 1-800-632-4949
IT'S THE LAW !
BEFORE YOU DIG !
RSJMM
TECHNICAL SITE PLAN REVIEW
NOT FOR CONSTRUCTION
PROPOSED PERMANENTSPOIL AREA FOR OTHERS.PROVIDE POSITIVEDRAINAGE AROUND SPOILAREA TO PROPOSEDDITCH SD2%SD
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115.42'11
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114.88'116 116.50'ROAD A ROAD BLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD
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GRID TIEN:552581.31 E:2070380.51 ELEV:114.78'DERIVED FROM GPS POST PROCESSED THROUGH"OPUS" NAD 83(2011) NGVD 29 DATUM
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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 010000 1. THE PE
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STATION
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+0015+20
1.51%0.67%3.41%
PV
I
S
T
A
:
1
0
+
0
0
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0
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EL
E
V
:
1
1
5
.
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4
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5
.
2
5
EL
E
V
:
1
1
6
.
4
6
LOW PT STA: 14+14.85
LOW PT ELEV: 114.97
PVI STA: 14+28.28
PVI ELEV: 114.86
K: 9.80
LVC: 40.00
BV
C
S
:
1
4
+
0
8
.
2
8
BV
C
E
:
1
1
4
.
9
9
EV
C
S
:
1
4
+
4
8
.
2
8
EV
C
E
:
1
1
5
.
5
4
HIGH PT STA: 11+07.70
HIGH PT ELEV: 116.97
PVI STA: 11+00.00
PVI ELEV: 117.06
K: 18.32
LVC: 40.00
BV
C
S
:
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0
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0
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E
:
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1
6
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7
6
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S
:
1
1
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E
:
1
1
6
.
9
3
EXISTING GROUND
(TYP.)
PROPOSED ROAD (TYP.)
(SEE GRADING PLAN)
TIE TO EXISTING EDGE
OF ASPHALT ROAD
15" STORM DRAIN PIPE (P-1)
INV. IN=112.79'
INV. OUT=113.15'
15" STORM DRAIN PIPE (P-2)
INV. IN=114.05'
INV. OUT=114.30'
EL
E
V
A
T
I
O
N
EL
E
V
A
T
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STATION
ROAD B
HORZ. SCALE 1"= 40'
VERT. SCALE 1"= 4'
110
120
110
120
9+00 10+00 11+00 12+00 13+00 13+25
1.97%1.13%3.30%
PV
I
S
T
A
:
9
+
6
0
.
0
0
EL
E
V
:
1
1
6
.
5
4
PV
I
S
T
A
:
1
2
+
2
5
.
8
9
EL
E
V
:
1
1
6
.
4
6
LOW PT STA: 11+71.83
LOW PT ELEV: 115.17
PVI STA: 11+81.62
PVI ELEV: 115.00
K: 9.04
LVC: 40.00
BV
C
S
:
1
1
+
6
1
.
6
2
BV
C
E
:
1
1
5
.
2
3
EV
C
S
:
1
2
+
0
1
.
6
2
EV
C
E
:
1
1
5
.
6
6
HIGH PT STA: 9+96.53
HIGH PT ELEV: 117.01
PVI STA: 9+91.13
PVI ELEV: 117.15
K: 12.92
LVC: 40.00
BV
C
S
:
9
+
7
1
.
1
3
BV
C
E
:
1
1
6
.
7
6
EV
C
S
:
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0
+
1
1
.
1
3
EV
C
E
:
1
1
6
.
9
3
15" STORM DRAIN PIPE (P-2)
INV. IN=114.05'
INV. OUT=114.30'
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
(919)851-6866
(919) 851-7024 FAX
LICENSE # F-0672
PROJECT NUMBER: 178451074
02-14-2018
RSJJSS0X-X-18 -
CALL 1-800-632-4949
IT'S THE LAW !
BEFORE YOU DIG !
RSJMM
TECHNICAL SITE PLAN REVIEW
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 AND DITCHES SHALL BE
COMPOSTED & SEEDED UNLESS OTHERWISE
NOTED ON THE GRADING PLAN.
*
NOTE:
1. TEMPORARY STRAW WITH NET LINING SHALL BE ERONET S75 DITCH LINER PRODUCT FROM TENSAR NORTH
AMERICAN GREEN OR EQUIVALENT.
OUTLET RCP
CLASS IV
NOTES:1. LENGTH FOR P-1 AND P-2 "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 TEMPORARY STRAW WITH NET113.30----114.05 --1.000
D#3 4:1 TEMPORARY STRAW WITH NET113.50----114.60 --1.000
D#1 4:1 TEMPORARY STRAW WITH NET114.30----114.60 --1.0000.20%
SHOULDERROADBED
C ACCESS ROAD
COMPACTED SOIL
ROADBEDSHOULDER
2'-0"10'-0"
12'-0"
24'-0"
L
2'-0"
2
1
/
2
"
10'-0"
3
"
1
2
"
A
B
C
S
T
O
N
E
(
T
Y
P
)
C 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 4
:
1
M
A
X
COMPACTED
SUBGRADE GRASS
3" COMPACTED ABC STONE
(SUBGRADE)
3" COMPACTED ABC
STONE
3" #57 STONE
EAST/WEST BASELINE
CROWN
FINISHED GRADE (FG) EL=117.00'
SUBGRADE (SG) EL=116.50'
2.00%
6' OUTSIDE FENCE
FINISHED GRADE (FG)
ELEVATION
INLET OUTLET -
-
-
15"50 0.50%114.30 114.05 RCP
CLASS IV
SUBGRADE (SG)
P-2
RBTJSS1X-XX-18 -NJ
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
(919)851-6866
(919) 851-7024 FAX
LICENSE # F-0672
PROJECT NUMBER: 178451074
02-14-2018
RSJJSS0X-X-18 -
CALL 1-800-632-4949
IT'S THE LAW !
BEFORE YOU DIG !
RSJMM
TECHNICAL SITE PLAN REVIEW
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
±2.67%
±2.30%
±
1
2
.
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
±1.42%
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 DITCHL
2.00%
6" COMPACTED ABC STONE
(PERIMETER DRIVE)
GRASS
±1.60%
GRASS
GRASS
SLOPE VARIES
±0.00%
6" COMPACTED ABC STONE
(PERIMETER DRIVE)
14
SCHEDULES AND 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
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'
FENCEX
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
COMPACTED SUBGRADE TO 98%
COMPACTED STRUCTURAL FILL WHERE
REQUIRED TO 98%
COMPACTED SUBGRADE TO 98%
SUBGRADE (SG)
RBTJSS1X-XX-18 -NJ
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
(919)851-6866
(919) 851-7024 FAX
LICENSE # F-0672
PROJECT NUMBER: 178451074
02-14-2018
RSJJSS0X-X-18 -
CALL 1-800-632-4949
IT'S THE LAW !
BEFORE YOU DIG !
RSJMM
TECHNICAL SITE PLAN REVIEW
NOT FOR CONSTRUCTION
NTS
PERIMETER DRIVE 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.
15'
ABC STONE
20'
6'
6'
6'
GRASS