HE0013_EC_Plans

PROJECT
BEGIN
PROJECT
END
SOUTHERN RR
LAURINBURG &
-L- POC Sta. 13+00.00
BEGIN CONSTRUCTION
BEGIN TIP PROJECT HE-0013
-L- POT Sta. 43+00
END CONSTRUCTION
END TIP PROJECT HE-0013
-SR2- POT Sta. 10+00.00
-L- POT Sta. 35+30.58=
-SR2- POT Sta. 13+48.42
-SR1- POT Sta. 27+10.13=
-SR1- POT Sta. 10+00.00
-L- POC Sta. 21+52.82=
-DR1- POT Sta. 10+00.00
-L- POC Sta. 15+57.20=
TO LAURINBURG
-
D
R1-
TO ABERDEEN
ABERDEEN ROAD
US 15-501
-L--SR2-R
AILR
O
A
D C
O
MP
A
N
Y
L
A
URINB
UR
G
& S
O
UT
HER
N
SCOTLAND COUNTY
US 15-501 (ABERDEEN RD) NORTH OF
DRAINAGE, PAVING, AND GRADING

LOCATION:
TYPE OF WORK:
-DR1- Sta. 10+85.00
END CONSTRUCTION
LAURINBURG
pop. 15,895
CI
TY LI
MI
TS
(
I
N)LAURI
NBURG
CITY LIMITS (IN)
LAURINBURG
-SR1-
-SR2- Sta. 13+92.69
END CONSTRUCTION
-SR1- Sta. 30+57.32
END CONSTRUCTION
SR 1301 (PLANT RD)
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
PLAN FOR PROPOSED
HIGHWAY EROSION CONTROL
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
11/13/2023HE-0013_EC_dsn_psh_01.dgnMEdwards
EC-1

Prepared in the Office of:
NAME LEVEL III CERTIFICATION NO.
Designed by:
MATTHEW C. EDWARDS, PE 3992
2024 STANDARD SPECIFICATIONS
NATURAL RESOURCES DIVISION OF WATER QUALITY.
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE APRIL 1, 2019
WITH THE REGULATIONS SET FORTH BY THE
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
CONSTRUCTION.
GRUBBING PHASE OF
FOR CLEARING AND
EROSION CONTROL PLANS
THIS PROJECT CONTAINS
reference hereby are considered a part of these plans.
and the latest revision thereto are applicable to this project and by
Department of Transportation - Raleigh, N. C., dated January 2024
The "Roadway Standard Drawings"- Roadway Design Unit - N. C.
Roadway Standard Drawings
VICINITY MAP
NOT TO SCALE
GRAPHIC SCALE

2550 0 50 100
PLANS

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROADTIP PROJECT: HE-0013HE-0013
50700.1.1 PE
Cemetery
Memorial
Hillside
Cemetery
Campbell
Church
First
of Prophecy
Church of God
Baptist
First FreewillShaw Cur
ri
e RdMcFarland Rd
Laurel Hill Church Rd
Sn
e
a
d
s Gr
o
v
e Rd
Sneads Grove Rd
Rea Magnet Rd
S Turnpike RdN King StPl
a
nt RdMcGirts Bridge Rd
Lee's Mill Rd
Log Cabin Rd
Snea
ds Gro
ve Rd
Plant Rd
Highland RdN Gill StN Gill St
McGirts Bridge Rd
Lee's Mill Rd
Morris DrHurley Dr
Barnes Dr
Highland Rd
Pr
o
d
u
ce Mark
et Rd
Lee's Mill RdN Wilkinson DrMcGirts Bridge Rd Hig
hla
n
d RdHeck Norton RdHeck Norton RdW Railroad St
Elementary
I.E. Johnson
Hillside
501
15
Ministries
Harvest
Northview
401
Baptist
Grove
Union
in Christ
Church of God
Temple
Graham's
of Prophecy
of God
Church
401
BYP
401
BUS
BUS
School
Charter
Laurinburg
15
BUS
501
Cemetery
Elementary
Laurinburg
North
15
BYP
501
DrWilkinson N 501
15
15
-EY1- POT Sta. 10+00.00
-EY1- POT Sta. 15+40.43
-L- POC Sta. 11+40.96 =
4
5 6
NAD 83/ 2011

EC-02
PROJECT REFERENCE NO.SHEET NO.
ENGINEER
ROADWAY DESIGN HYDRAULICS
ENGINEER
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
Temporary Silt Ditch
Temporary Diversion
Temporary Silt Fence
Special Sediment Control Fence
Temporary Berms and Slope Drains
Silt Basin Type B
1630.03
1630.05
1605.01
1606.01
1622.01
1630.02
1633.01
1633.02
1634.01
Description SymbolStd. #
1636.01
1636.02
Excelsior Matting and Flocculant
1633.03
A
B
C

Stilling Basin
Special Stilling Basin
Skimmer Basin
Tiered Skimmer Basin
Infiltration Basin
1634.02
1635.01
1635.02
1630.04
1630.06
1632.01
1632.02
1632.03

Type A
Type B
Type C
1630.07
1630.08
1630.09 Earthen Dam with Skimmer
1636.03
Rock Inlet Sediment Trap:
A
B
FCW
EW
1636.01
1636.01
1636.01
1636.03
Description SymbolStd. #
TSD
TD
Temporary Rock Silt Check Type A
Temporary Rock Silt Check Type B
Temporary Rock Silt Check Type A with
Temporary Rock Sediment Dam Type A
Temporary Rock Sediment Dam Type B
Rock Pipe Inlet Sediment Trap Type A
Rock Pipe Inlet Sediment Trap Type B
CFW
Coir Fiber Wattle Check
CFW CFW
EW EW EW
Excelsior Wattle Check
Silt Fence Coir Fiber Wattle Break
Excelsior Wattle Barrier
Coir Fiber Wattle Barrier
Silt Fence Excelsior Wattle Break
Coir Fiber Wattle Check with Flocculant
Excelsior Wattle Check with Flocculant
EROSION & SEDIMENT CONTROL LEGEND
HE-0013
A
A
BELOW GRADE WASHOUT STRUCTURE
(TYP.)
SIDE SLOPE
1:1
10 MIL
PLASTIC
LINING
SECTION A-A
NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
PLAN
SECTION B-B
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
8"6"
2'-0"
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
(TYP.)
1:1 SIDE SLOPE
PLASTIC LINING
10 MIL
B
B
A
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
STRUCTURE WITH LINER
ONSITE CONCRETE WASHOUT
WASHOUT
CONCRETE
WASHOUT
CONCRETE
PLAN
NOTING DEVICE (18"X24" MIN.)
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
CLEARLY MARKED SIGNAGE
10'-0" MIN.10'-0" MIN.10'-0" MIN.10'-0" MIN.3'-0"
MIN.
MIN.
3'-0"
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
INCHES OF FREEBOARD.
ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12
75% OF THE STRUCTURES CAPACITY TO PROVIDE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
1. ACTUAL LOCATION DETERMINED IN FIELD
NOTES:
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
INCHES OF FREEBOARD.
ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12
75% OF THE STRUCTURES CAPACITY TO PROVIDE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
1. ACTUAL LOCATION DETERMINED IN FIELD
NOTES:
EC-2A
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
HE-0013
EXAMPLE OF PUMP-AROUND OPERATION
CHANNEL
STREAM
EXISTING(SEE PROJECT SPECIAL PROVISIONS)
IMPERVIOUS DIKE
(SEE PROJECT SPECIAL PROVISIONS)
SPECIAL STILLING BASIN
(SEE PROJECT SPECIAL PROVISIONS)
IMPERVIOUS DIKE
FLOW
FLEXIBLE HOSE
TEMPORARY
PUMP-AROUND PUMP
DEWATERING PUMP
the work area.
5) Pumps and hoses shall be of sufficicient size to dewater
sheeting, diversion pipes, pumps and hoses.
to the work. This includes polyethylene
4) Maintenance of stream flow operations shall be incidental
3) All graded areas shall be stabilized within 24 hours.
stream flow when necessary.
2) Impervious dikes are to be used to isolate work from
sections of channel.
1) All excavation shall be performed in only dry or isolated
NOTES:
(SEE PROJECT SPECIAL PROVISIONS)
IMPERVIOUS DIKE
Clean Water
a Special Stilling Basin If Pumping
Utilize a Stabilized Outlet Instead of
(SEE PROJECT SPECIAL PROVISIONS)
SPECIAL STILLING BASIN
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
WITH SEED AND MULCH.
8. REMOVE SPECIAL STILLING BASIN(S) AND BACKFILL. STABILIZE DISTURBED AREA
OF THE IMPERVIOUS DIKE(S) FOR EACH DAY'S WORK.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION
UPPER AND LOWER EXTENT OF WORK FOR EACH STREAM SEGMENT. THE
THE IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET ONLY SHOW THE
THE PUMP AROUND AREAS BETWEEN THE IMPERVIOUS DIKES.
7. ALL GRADING AND STABILIZATION MUST BE COMPLETED IN ONE DAY WITHIN
TEMPORARY FLEXIBLE HOSE. (DOWNSTREAM IMPERVIOUS DIKES FIRST).
OF IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES, PUMPS, AND
6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL
5. PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLANS.
BE EQUAL TO ONE DAY'S WORK.
APPARATUS. DEWATER ENTRAPPED AREA. AREA TO BE DEWATERED SHALL
4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING
OPERATIONS FOR STREAM DIVERSION.
3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
1. INSTALL SPECIAL STILLING BASIN(S).
SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA
HE-0013 EC-2B

SHEET NO.PROJECT REFERENCE NO.
EC-3
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
SOIL STABILIZATION SUMMARY SHEET
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4
SIDESTATION
TO
STATION
FROM
LINESHEET NO.
CONST
ESTIMATE (SY)STATION
TO
SIDESTATION
FROM
LINE
SHEET NO.
CONST
ESTIMATE (SY)
MATTING FOR EROSION CONTROL (STRAW)
MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER
TOTAL
SAY
LT15+00 15+20
HE-0013
SUBTOTAL for straw
SUBTOTAL for excelsior
-l-
rt13+24 16+00 6454
0
MATTING FOR EROSION CONTROL (STRAW)
30
-sr1-
lt13+58 15+50 2254-sr1-
rt10+50 13+16 4004-sr1-
rt16+00 17+50 3055-sr1-
rt23+15 2055-sr1-
rt27+50 28+50 1605-sr1-
rt18+00 23+405-sr1-1,785
rt24+00 26+695-sr1-805
rt32+90 34+215 105-l-
lt28+50 30+005 240-l-
lt28+60 29+005 55-sr1-
4,960
6,760
11,720
12,000

SHEET NO.PROJECT REFERENCE NO.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
HE-0013
SITE DESCRIPTION
SOIL STABILIZATION TIMEFRAMES
STABILIZATION TIME
7 DAYS
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
NONE
SLOPES 3:1 OR FLATTER 14 DAYS
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
EC-3A
11/13/2023HE-0013_EC_dsn_psh_04_cg.dgnMEdwards EC-04/CONST.04
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
HE-0013
CONSTRUCTION SHEET 04
EROSION CONTROL FOR
CLEARING AND GRUBBING
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B
DRAINAGE OUTLETS.
AND TEMPORARY ROCK SILT CHECKS TYPE - A AT
NOTE:
CONSTRUCT SPECIAL 2' BASE DITCH DURING
CLEARING AND GRUBBING PHASE. STA. 13+24.4
TO 16+00 -SR1- RT.
PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
NCDOT BEST MANAGEMENTAREA STABILIZED AND ACCORDING TO
INSTALL PIPE(S) IN JURISDICTIONAL AREAS WITHOUT IMPACTING STREAM UNTIL
NAD 83/ 2011
POC Sta. 24+00.00 - SHEET 5MATCH TO -L- POT Sta. 16+00 - SHEET 5MATCH TO -SR1- 221221221222222222222
222223223223
223
223224224224
224
2242
2
4 224224224225225225
22522
5225225225225
225 225225
225225226226226
226226226226226226226226226 226226226226226227227227227
227227
227227227
227227
227227227
227227227227227
227 2272
2
7
228228
228
228
228228228228228
228
228
228
228228228228228
228
2282282
2
8
228228 228228228228229229229 229229229229
229
2292292292292292
2
9
229229229
229229229229
2
3
0
2
3
0 230230230230230230
230
230
2302302302
3
0230230230230230
230230230230230230
230230231
231
2312312312
3
1
231231231231
231231231231
231232
232
232
2
3
2
2
3
2
232232 232232
232232
2322322
3
2
2
3
2
232232
232232232233
233
233
2
3
3233 233233 233233233
233233
233233233233233 233
233233233233233233234
234234234234
234
234
234234234234234 234234234 234
2342342342342
3
4
2
3
4234234234234
234234234
234
234
2342342342342342342342342342342342
3
4 234234234234234
234234234234234
2
3
4 234234234234234234234234234234234234235
235
235235235 235235235235235235
235235235235
2
3
5
2352352
3
5 235235235235235
2
3
5 235235235235235235235
235235
235235235235
235235235 235235235235235
235235235235236236236236
2362362362362362362
3
6236
237237
237237237237237
2372382
3
8
238
2382382382
3
8
239239
23923924024024024124124224218" RCP
18" RCP
24" RCP
15" RCP 15" RCP
15" RCP 18" RCP24" RCP
FOOT BRIDGE72" CHL72" CHL
CONC36" CHL36" CHL72" C
HL
18"
RCP
15"
R
C
P
48" CMP
48" RCP18" RCP
BURIED
JB
LT
STEPS
2' WD WALL
LT
LT
CONC
G
GR
STEPS
STEPS
1SFD
DECK GRGR
BST
BST 39' BSTSR 1301 (PLANT ROAD) 22' BST
LTLTLTLT
BSTCONC
GR
G
R
S
CONC
SWING
WOODS
WOODS
WOODS
WOODS24" RCPHW
CONC
2' WD WALLMON
CONC
NC 15/501 (ABERDEEN ROAD) 27' BST
S
SSS
METER
POWER
72" C
HL
LA
URINB
UR
G
& S
O
UT
HER
N R
AILR
O
A
D C
O
MP
A
N
Y
2
3
20
21
23
24
25
NEW WILL LLC
JOEL D & REBECCA LUCAS
DANIEL A MADDEN
CHARLES D NICHOLS
CHARLES D NICHOLS
1001 CAROLINE DR LLC
JOHN & JEFF SCHWARZ LLC S 88°11'07" W218.72'N 01°48'53" W
103.20'
N 39°19'26" W255.67'
N 50°45'15" E
366.05'
N 39°19'26" W
60.02'
S 15°29'09" E199.67'
S 15°29'09" E426.27'S 86°05'17" W305.45'EIP
EIP
EIP S 70°54'32" W399.65'
MON
CONC
EIP
24.85'
80.00'
EXISTING R/W
EXISTING R/W
E
XISTIN
G R
AILR
O
A
D R/WE
XISTIN
G R
AILR
O
A
D R/WE
XISTIN
G R
AILR
O
A
D R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
MON
CONC
N 39°23'19" W
60.12'
N 50°46'12" E
341.27'
S 52°45'46" W448.54'
L
A
U
RIN
B
U
R
G
CIT
Y
LI
MITS LAURI
NBURG CI
TY LI
MI
TSEND NOT FOUNDBL-101
BL-102
TTTHHTT
CHHTTSEOI
EOI EOIEOIEOIEOIAT&T, COPPER, UNK. S
PNG, 2", STEEL
AT&T, COPPER, UNK. S
AT
&T, C
OPPE
R, U
N
K. S
AT&T DUCT BANK
SPECTRUM, CONDUIT, UNK. S
AT&T, COPPER, UNK. S
12
", AC
P
PNG, 2", STEEL
60.00'D
B 1561 P
G 41
60' E
ASE
ME
NT
SCOTLAND COUNTY, 6", PVC
19
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
18
SCOTLAND COUNTY ECONOMIC DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC DEVELOPMENT CORPORATION
4
RYDER TRUCK
R
AILR
O
A
D R/WE
XISTIN
G
INV=N/A
JB
18" RCP
30" CMP18" CMP
18" RCP
18" R
CP
GI
P
A
VE
D
D
RIVE
-SR1- POT Sta. 10+00.00
-L- POC Sta. 21+52.82=
-L-
-L- POC Sta. 13+00.00
BEGIN CONSTRUCTION
BEGIN TIP PROJECT HE-0013
-DR1- POT Sta. 10+00.00
-L- POC Sta. 15+57.20=
100.00' STORAGE
100.00' TAPER
250.00' DECELERATION15 20-L- PC Sta. 10+00.00
-DR1- PC Sta. 14+79.17
-DR1- PT Sta. 15+66.4212'12'12'12'12'12'12'12'12'12'12'12'12'12'PS2'PS2'PS2'PS2'PS2'PS2'PS2'GUTTER
EXPRESSWAY
PROP. CONC.
11'11'
PS2'PS2'
12'12'12'
PS
2'
PS
2'
.003
.003
.00
.01.01
.02.02EXIST.EXIST..02.0212'12'12'PS2'PS2'+40.06(TYP.)19'(TYP.)19'15.02
.02
.01
.01
.00
.02-SR1- PC Sta. 11+85.68
-SR1- PT Sta. 15+79.79
(TYP.)
19'(TYP.)19'15'R
1
4'R10'R
10'R 12'
10'
10'R
68'33'46'20'R20'R(TYP.)(TYP.)(TYP.)(TYP.)
+62.30
5
0'
R
50'R
2
5'R+42.70
.03
.04
+16.01
+54.46.03.04100' TAPER
NOITARELECED
'051
12'12'PS2'PS2'12'TAPER
100'
+67.31
-DR1- POT Sta. 10+85.00
END CONSTRUCTION
EGAROTS
'84.26415
-EY1- POT Sta. 10+00.00
-EY1- POT Sta. 15+40.43
-L- POC Sta. 11+40.96 =
63.11' RT
+30.67 -EY1-
83.14' RT
+19.82 -EY1-
45.00' RT
+35.00 -DR1-
61.00' LT
+80.00 -DR1-
67.25' LT
+67.63 -DR1-
64.00' RT
+05.00 -L-
67.80' RT
+63.29 -L-
EX. R/W
+77.66 -L-
EX. R/W
+81.75 -L-
EX. R/W
+83.24 -EY1-
102.07' LT
+28.48 -L-
EX. R/W
+19.51 -L-
EX. R/W
+40.59 -L-
95.73' LT
+47.45 -L-
66" RCP-IV
FROM STA. 24+00 TO STA. 26+69 -SR1- RT
FROM STA. 18+00 TO STA. 23+40 -SR1- RT
SEE DETAIL 4-1
SPECIAL 2' BASE DITCH
GTD GTD
GTD
GTD
RETAIN
RETAIN
RETAINRETAINRETAIN
REMOVE
REMOVE REMOVE
REMOVE18"TB 2GI
TB 2GI
TB 2GI
RE
MO
VE
RCP-V
2@48"
RETAIN
SEE DETAIL 4-7
W/ CL 'I' RIP RAP
BANK STABILIZATION
PIPE OUTLET
REMOVE
18" RCP-IV 18" RCP-IV
SEE DETAIL 4-3
W/ CL 'I' RIP RAP
BANK STABILIZATION
PIPE INLET
RETAIN
3:1
3:1D
( Not to Scale)
TAIL DITCH
B
d
FROM STA. 11+82 -L- LT
DETAIL 4-6
Ground
Natural
Ground
Natural
Geotextile
B= 6 Ft.
d= 4.0 Ft.
Min. D= 4.0 Ft.
(TYP)
a Minimum of 1ft
Tuck Geotextile
On Banks Only
Type of Liner= CL 'I' Rip-Rap
SEE DETAIL 4-6
SLOPE=0.333%
EST 240 CY DDE
EST 361 SY GF
EST 220 TONS
ON BANKS ONLY
W/CL 'I' RIP RAP
TAIL DITCH
RETAIN
GTD
30" RCP-VCAPA
2@83"X57"
d 3:1B
D
( Not to Scale)
3:1
FROM STA. 15+30 TO STA. 15+64.5 -L- LT
FROM STA. 10+90 TO STA. 12+00 -DR1- LT
DETAIL 4-2
Ground
Natural
Ditch
Slope
Front
Geotextile
B=5.0 Ft.
d=3.5 Ft.
Min. D=3.5 Ft.
Minimum of 1ft (TYP)
Tuck Geotextile a
Type of Liner= CL 'I' Rip-Rap, Keyed-In
SPECIAL 5' BASE DITCH
d 3:1B
D
( Not to Scale)
3:1
FROM STA. 13+03.7 TO STA. 15+30 -L- LT
DETAIL 4-4
Ground
Natural
B=5.0 Ft.
d=3.5 Ft.
Min. D=3.5 Ft.
SPECIAL 5' BASE DITCH
Ditch
Slope
Front
Geotextile Minimum of 1ft (TYP)
Tuck Geotextile a
On Banks Only
Type of Liner= CL 'I' Rip-Rap, Keyed-In
SEE DETAIL 4-2
W/CL 'I' RIP RAP
EST 537 SY GF
EST 329 TONS
BASE DITCH
SPECIAL 5'
SEE DETAIL 4-5
EST 367 SY GF
EST 200 TONS
W/CL 'I' RIPRAP
BASE DITCH
SPECIAL 2'
SEE DETAIL 4-4
EST 810 SY GF
EST 485 TONS
ON BANKS ONLY
W/CL 'I' RIPRAP
BASE DITCH
SPECIAL 5'
SEE DETAIL 4-2
EST 124 SY GF
EST 88 TONS
W/CL 'I' RIPRAP
BASE DITCH
SPECIAL 5'
( Not to Scale)
DETAIL 4-3
Ground
Natural
Ground
Natural
d*
PIPE INLET BANK STABILIZATION
of Ditch Slopes on Jurisdictional Streams
*Rip-Rap to be Installed to 2ft Outside Top
Directed by Engineer
Riprap in Locations
Place Geotextile Under
(Typ)
a Minimum of 1ft
Tuck Geotextile
Until Refusal (Typ)
Channel Bottom
Press Riprap into BANKEXI
STI
NG BANKEXISTING
(MATCH EXTG.)
CHANNEL BED
STA. 13+48.7 -SR1- LT
Est.= 17 Tons Class 'I' Rip-Rap, Keyed-In.
d=4.0 Ft.
Length=15.0 Ft.
Est. 32 SY Geotextile
(Variable)
Channel Bed
(TYP)
a Minimum of 1ft
Tuck Geotextile
(TYP)
2ft
RCP-IV
15"
d 3:1B
D
( Not to Scale)
OR FLATTER3:1
FROM STA. 16+46.9 TO STA. 17+44 -L- RT
FROM STA. 15+64.5 TO STA. 17+18 -L- LT
DETAIL 4-5
Ground
Natural
Ditch
Slope
Front
Geotextile
B=2.0 Ft.
d=1.5 Ft.
Min. D=1.5 Ft.
Minimum of 1ft (TYP)
Tuck Geotextile a
Type of Liner= CL 'I' Rip-Rap, Keyed-In
SPECIAL 2' BASE DITCH
SEE DETAIL 4-5
EST 210 SY GF
EST 126 TONS
W/CL 'I' RIPRAP
BASE DITCH
SPECIAL 2'Flatter3:1 or D
B
( Not to Scale)
Flatter3:1 or
FROM STA. 13+24.4 TO STA. 16+00 -SR1- RT
FROM STA. 10+50 TO STA. 13+16 -SR1- RT
FROM STA. 13+57.8 TO STA. 15+50 -SR1- LT
FROM STA. 10+50 TO STA. 13+48 -SR1- LT
FROM STA. 15+00 TO STA. 15+36.6 -L- RT
FROM STA. 10+67 TO 11+25 -DR1- RT
DETAIL 4-1
B= 2.0 Ft.
Min. D= 1.5 Ft.
Ground
Natural
SPECIAL 2' BASE DITCH
Slope
Ditch
Front
SEE DETAIL 4-1
BASE DITCH
SPECIAL 2'
SEE DETAIL 4-1
BASE DITCH
SPECIAL 2'
SEE DETAIL 4-1
BASE DITCH
SPECIAL 2'
SEE DETAIL 4-1
BASE DITCH
SPECIAL 2'
TB 2GI
TB 2GI-D
( Not to Scale)
Elevation
Natural Bed
STA. 13+21 -SR1- RT
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 4-7
1.5'

Type of Liner= CL 'I' Rip-Rap - Keyed-In, Est. 33 Tons, Est. 52 SY Geotextile
Length= 20 Ft.
Geotextile*
in Locations Directed by Engineer
*Place Geotextile Under Riprap
HW
HW
HW
HW
C
F
F
F
F
F
C
F
F
F F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
CCC
C
C
C
C
C
C C
C C
C
C F
C
C
C
F
CCCCCCC
FCCCC
CCC
CC C
C
F
F
C
C
C
CC
CC
ID 4.1
2 ft. weir height
8 ft. weir with
Orifice Diameter
with 0.75 inch
1.5 inch Skimmer
D
0401
REMOVE
0 20'10'20'
SCALE: 1"=20'
40'
NAD 83/ 2011
DIKE #2
IMPERVIOUS
DIKE #1
IMPERVIOUS
DIKE #3
IMPERVIOUS
SEE DETAIL 4-4
ON BANKS ONLY
W/CL 'I' RIPRAP
BASE DITCH
SPECIAL 5'
SEE DETAIL 4-6
SLOPE=0.333%
ON BANKS ONLY
W/CL 'I' RIP RAP
TAIL DITCH
DDDSEE DETAIL 4-2
W/CL 'I' RIPRAP
BASE DITCH
SPECIAL 5'
6.) EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES.
DITCH W/CL 'I' RIP RAP.
CONSTRUCT SPECIAL 5' BASE DITCH W/CL 'I' RIP RAP ON BANKS ONLY; AND SPECIAL 5' BASE
5.) CONSTRUCT TAIL DITCH W/CL 'I' RIP RAP; INSTALL 2@48" RCP-V'S AND ASSOCIATED HEADWALL;
4.) REMOVE EXISTING 18" RCP.
3.) INSTALL IMPERVIOUS DIKES #1, #2, AND #3 AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.
2.) INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
1.) UTILIZE SPECIAL STILLING BASIN(S) DURING PIPE INSTALLATION.
BASIN(S)
SPECIAL STILLING D8.) COMPLETE ROADWAY.
AND DIVERT FLOW THROUGH 2@48" RCP-V'S.
7.) REMOVE IMPERVIOUS DIKES, ANY REMAINING SPECIAL STILLING BASIN(S),
RCP-V
2@48"
HYDRAULICS
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
PHASE I
HE-0013
ROADWAY DESIGN
EC-04A/CONST.04
UT TO LEITH CREEK (JOHNS POND)
2@48" RCP-V'S INSTALLATION SEQUENCE UNDER PLANT RD
0401A
18" R
CP
18" RCP
18"
RCP
15"
R
C
P
18" RCP
BURIED
JB
LT
BST
BST
SR 1301 (PLANT ROAD) 22' BST
LT
NC 15/501 (ABERDEEN ROAD) 27' BST
S S
METER
POWER
L
A
URINB
UR
G
& S
O
UT
HE
R
N R
AILR
O
A
D C
O
MP
A
N
Y
EXISTING R/W
EXISTING R/W
EXISTING R/W
BL-101
HHTT
CHHTTSEOI
EOI EOIEOIAT&T DUCT BANK
SPECTRUM, CONDUIT, UNK. S
AT&T, COPPER, UNK. S
1
2
", A
C
P
PNG, 2", STEEL
INV=N/A
JB
18" RCP
30" CMP-L- POC Sta. 13+00.00
BEGIN CONSTRUCTION
BEGIN TIP PROJECT HE-0013
12'12'12'PS2'PS2'11'11'
PS2'PS2'EXIST.EXIST.15'R
1
4'R10'R
68'33'2
5'RBURIED 0.8'
INV=221.3
HWBURIED 0.8'
INV=220.9
C
C
C
C
C
C
C
C C
CC
C
F
C
0 20'10'20'
SCALE: 1"=20'
40'
NAD 83/ 2011
DIKE #4
IMPERVIOUS
SEE DETAIL 4-4
ON BANKS ONLY
W/CL 'I' RIPRAP
BASE DITCH
SPECIAL 5'DSEE DETAIL 4-2
W/CL 'I' RIPRAP
BASE DITCH
SPECIAL 5'
HYDRAULICS
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
PHASE I
HE-0013
ROADWAY DESIGN
EC-04B/CONST.04
CAPA
2@83"X57"
0405
SEE DETAIL 4-2
W/CL 'I' RIP RAP
BASE DITCH
SPECIAL 5'
DIKE #5
IMPERVIOUS
DBASIN(S)
SPECIAL STILLING
D
UT TO LEITH CREEK (JOHNS POND)
2@83"X57" CAPA'S UNDER -L- STA. 15+96
7.) COMPLETE ROADWAY.
2@83"X57" CAPA'S.
6.) REMOVE IMPERVIOUS DIKES, ANY REMAINING SPECIAL STILLING BASIN(S), AND DIVERT FLOW THROUGH
5.) EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES.
4.) INSTALL 2@83"X57" CAPA'S AND CONSTRUCT SPECIAL 5' BASE DITCH W/CL 'I' RIP RAP.
4.) UTILIZE EXISTING 18" RCP FOR PUMP-AROUND OPERATION.
3.) INSTALL IMPERVIOUS DIKES #4 AND #5 AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.
2.) INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
1.) UTILIZE SPECIAL STILLING BASIN(S) DURING PIPE INSTALLATION.
0405A
0406A
0406
18" R
CP
18" RCP
24" RCP
15" RCP36" CHL36" CHL72" C
HL
18" RCP
LT
GR
BST 39' BSTSR 1301 (PLANT ROAD) 22' BST
LTLTLTLT
2' WD WALLNC 15/501 (ABERDEEN ROAD) 27' BST
S S
24 S 88°11'07" W218.72'EXISTING R/W
EXISTING R/W
L
A
U
RIN
B
U
R
G
CIT
Y
LI
MITS
BL-101TT
EOIEOIEOIAT&T, COPPER, UNK. S
PNG, 2", STEEL
AT
&T, C
OPPE
R, U
N
K. S
SCOTLAND COUNTY, 6", PVC
-L-
100.00' TAPER
250.00' DECELERATION12'12'12'12'12'12'12'12'12'12'PS2'PS2'PS2'PS2'PS2'11'11'
PS2'PS2'+40.0615'R
1
4'R10'R
10'R 12'
68'33'46'20'R(TYP.)(TYP.)2
5'R-DR1- POT Sta. 10+85.00
END CONSTRUCTION
BURIED 1.0'
INV=222.3
HW
BURIED 1.0'
INV=222.3
HW
BURIED 1.0'
INV=221.9
BURIED 1.0'
INV=221.9
C
F
F
F
F
F
C
C
C
C
C C
C C
C
C F
C
C
CC
F
C
C
C
0 20'10'20'
SCALE: 1"=20'
40'
NAD 83/ 2011
DIKE #1
IMPERVIOUSD HYDRAULICS
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
PHASE I
HE-0013
ROADWAY DESIGN
EC-04C/CONST.04
DIKE #2
IMPERVIOUS
DBASIN(S)
SPECIAL STILLING DUT TO LEITH CREEK (JOHNS POND)
1@66" RCP-IV INSTALLATION SEQUENCE -SR1- STA. 13+34
SEE DETAIL 4-7
W/ CL 'I' RIP RAP
BANK STABILIZATION
PIPE OUTLET
0412
66" RCP-IV
0411
SEE DETAIL 4-3
W/ CL 'I' RIP RAP
BANK STABILIZATION
PIPE INLET
7.) COMPLETE ROADWAY.
1@66" RCP-IV.
6.) REMOVE IMPERVIOUS DIKES, ANY REMAINING SPECIAL STILLING BASIN(S), AND DIVERT FLOW THROUGH
5.) EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES.
AND PIPE INLET BANK STABILIZATION W/CL 'I' RIP RAP.
4.) INSTALL 1@66" RCP-IV, CONSTRUCT PIPE OUTLET BANK STABILIZATION W/CL 'I' RIP RAP,
3.) INSTALL IMPERVIOUS DIKES #1 AND #2 AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.
2.) INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
1.) UTILIZE SPECIAL STILLING BASIN(S) DURING PIPE INSTALLATION.
FOOT BRIDGE72" CHL72" CHL
2' WD WALL
LT
LT
CONC
G
GR
STEPS
S
CONC
20
DANIEL A MADDEN
DB 1722 PG 139
N 50°45'15" E
S 15°29'09" E199.67'
S 15°29'09" E426.27'305.45'MON
CONC
22
S 15°29'09" E426.27'
INV=226.56'
-DR1- PC Sta. 14+79.17
-DR1- PT Sta. 15+66.42
.00.01.01.02(TYP.)
19'
(TYP.)
19'
.03
.04
+11.46+54.46.03.04100' TAPER
150' DECELERATION
NOITARELECED
'051
12'12'PS2'PS2'12'TAPER
100' EGAROTS
'84.264BURIED 1.0'
INV=226.5
HW
BURIED 1.0'
INV=226.6
FCCCCC
F
FCC
CC
CFCC
C
11/13/2023HE-0013_EC_dsn_psh_05_cg.dgnMEdwards EC-05/CONST.05
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
HE-0013
CONSTRUCTION SHEET 05
EROSION CONTROL FOR
CLEARING AND GRUBBING
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B
DRAINAGE OUTLETS.
AND TEMPORARY ROCK SILT CHECKS TYPE - A AT
NAD 83/ 2011
POC Sta. 24+00.00 - SHEET 4MATCH TO -L- POT Sta. 37+00.00 - SHEET 6MATCH TO -L- POT Sta. 16+00 - SHEET 4MATCH TO -SR1- POT Sta. 29+00 - SHEET 6MATCH TO -SR1- 228228228
228228229229229 229229
229229229229 229229229230230230 230230230
230230230230230230230230230230
230230230230230230230230230
230230230230230230
230 2302
3
0
231231231231231
231231231231231231
231
231231231231231231
231
2 3 1231
231 231231231
231231 232232232232232232232
232
232232232232232232
232 232232232232
232232232232232
232232232232232232232 2322332332332332332
3
3
233
233
233233233233
2
3
3
233
233
233 233233233 233233233233233233
233233233 2332332332
3
3
233233233233233233233233233233
233
233 233233
233234
234234234234234
2342342342342342
34234234234
234234234234234
234234234
234234234234234234 234234234234234234
234234234234234234
234234
2342
3
4
2342342342342342342342342342342342342342342342 3 4
234
234234234234 234234234 2342342342342342
3
4
234234 2 3 4 234234234234234
2 3 4
234234234
234234234
2342
3
4
234234234234234234234234234234234234
234
234
234 2342342342342342342342342342342342342342342342
3
42342342342
3
4
234234234234
234234
234234 2
3
4
234234234234234234
2342342342
3
4
234234234234234234
234234234
234
234
234234234 234234234234234234234
234234234234234234234234234234
234
234234234234
234
2342342342342342342342342
3
4
234234234234
234234234234234234234234
234234234234234234235235
235235235235
235
235
235235
235235
235235 235235235235235235235235235235235235235235235235235235235235235235235235235235235235235 235235235235235235235235235235235235235235235235235235235235 2352352352352352352352352
3
5
235
235235
235
2352
3
5
2352352352
35235235235236
236236 236236236
236236236
236
2362362362362362
3
6
236
236236236236236236236236 236236237237
2372372372372
3
7
23823823823823923924" RCP
18" RCP18" RCP18" RCP18" HDPE
12" H
DPE
15" RCP
AREA UNDER CONSTRUCTIONSOIL36" WD
BSTSOILSOIL SOIL
WOODS
WOODS
WOODS WOODS
SSS
15" RCP
4
5
6
7
8
18
19
SCOTLAND COUNTY ECONOMIC DEVELOPMENT CORPORATION N 66°41'14" W32.88'S 82°49'49" W
24.52'
N 01°13'24" E
290.16'N 18°48'20" E410.37'
EIP
MON
CONC
S
6
2
°
2
5'
3
2
" W12
3
8.
9
9'S 87°56'02" E383.37'EIP
EIP
EIP
EIP S 88°48'32" W671.78'EXISTING R/W
EXISTING R/W
EIP MON
CONCS 89°09'57" W162.40'N 01°22'06" W
158.84'S 89°09'57" W162.90'0.09' R/W-EIPEIP3.70' R/W-EIPN 46°46'09" W382.62'
BL-103
TTEOIPNG, 2", STEEL
AT&T, COPPER, UNK. S
PNG, 2", STEEL
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
DB 14Z PG 282PIEDMONT NATURAL GAS COMPANY, INC.50.00'
SCOTLAND COUNTY, 6", PVC
SCOTLAND COUNTY, 6", PVC
RYDER TRUCK
WESTWOOD ASSOCIATES
JAMES SMITH
JAMES SMITH
WESTWOOD ASSOCIATES
18A
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
S 15°29'09" E426.27'
N 01°14'12" W
453.04'
18" RCP
FESFES
GRAVEL DRGR DRGR DR18" RCP
18" RCP
FES FES
FES FES
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
INV=224.88'87"x63" CMAPINV=226.24'
WITH INV=224.88'
PROPOSED 87"X63" CMAP
-SR2- POT Sta. 10+00.00
-L- POT Sta. 35+30.58=
-SR2- POT Sta. 13+48.42
-SR1- POT Sta. 27+10.13=
100.00' TAPER2530 35250.00' DECELERATION
-L- PT Sta. 25+25.29
12'12'12'12'12'12'12'12'12'12'12'PS2'PS2'PS2'PS2'PS2'PS2'12'12'12'
PS
2'
PS
2'
12'12'12'
PS
2'
PS
2'-SR2-12'12'PS2'PS2'.02.02
.02.02
.02.0212'12'12'PS2'PS2'-L-.02.0212'12'12'PS2'PS2'.02.02+00.872025-SR1- PC Sta. 22+99.74
-SR1- PRC Sta. 24+78.30
-SR1-.00.01.01.02.02.01.01.01.00.00.003.003.00.01.01.02.0212'12'PS2'PS2'12'12'PS2'PS2'(TYP.)
19'
(TYP.)
19'
(TYP.)
19'
(TYP.)
19'
-SR1- PT Sta. 26+53.97
23'20'R(TYP.)30'R3
0'R30'R
30'R20'
R20'R
27'
26'
20'R
10
'R
(TYP.)
40'
18'10'R(TYP.)(TYP.)
1
0'R(
T
YP.)
9'10'R(TYP.)10'
10'R
55'R200'R 200'R60'R
+11.46100' TAPER
.02+11.07.03.04.04.04.03.03.02.02.01.01(TYP.)19'.02.03.04(TYP.)
19'+25.51+68.77+80.17150' DECELERATION
+79.79NOITARELECED
15'R
9'
100.00'
STORAGE
-SR2- POT Sta. 13+92.69
END CONSTRUCTION
20'R
135.00' LT
+65.00 -SR1-
150.00' LT
+90.00 -SR1-
35.00' LT
+40.00 -SR1-
35.00' LT
+05.00 -SR1-
75.00' RT
+00.00 -SR1-
170.00' RT
+20.00 -SR1-
160.00' RT
+50.00 -SR1-
60.00' RT
+50.00 -SR1-
60.00' RT
95.00' RT
+90.00 -SR1-
95.00' RT
+20.00 -SR1-
60.00' RT
+55.00 -SR1-
45.00' LT
35.00' LT
+20.00 -SR1-
60.00' LT
+50.00 -SR2-
45.00' LT
+90.00 -SR1-
EX. R/W
+95.00 -L-30" RCP-VSEE DETAIL 5-2
SPECIAL 4' BASE DITCH3:1D
B
( Not to Scale)
Flatter4:1 or
FROM STA. 24+00 TO STA. 26+69 -SR1- RT
FROM STA. 18+00 TO STA. 23+40 -SR1- RT
DETAIL 5-2
B= 4.0 Ft.
Min. D= 3.0 Ft.
Ground
Natural
SPECIAL 4' BASE DITCH
Slope
Ditch
Front
SEE DETAIL 5-2
SPECIAL 4' BASE DITCH SEE DETAIL 5-2
SPECIAL 4' BASE DITCH
SEE DETAIL 5-1
SPECIAL 2' BASE DITCH
RETAIN
RETAIN
RETAIN RETAIN 15" RCP-III
RETAIN
RE
MO
VE
18" RCP-III
EST 22 SY GF
EST 11 TONS
CL 'I' RIP RAP
24" RCP-V
30" RCP-IV
24" RCP-IV
SEE DETAIL 5-4
SLOPE=8.08%
EST 22 CY DDE
EST 75 SY GF
EST 42 TONS
W/CL 'I' RIP RAP
HEAD DITCH
SEE DETAIL 5-9
EST 327 SY GF
EST 102 TONS
W/CL 'B' RIP RAP
SPECIAL 2' BASE DITCHRETAINDITCH
18" RCP AND
CLEANOUT
RETAIN AND
SEE DETAIL 5-5
SLOPE=1.36%
EST 58 SY GF
EST 86 CY DDE
EST 33 TONS
LENGTH=22'
W/CL 'I' RIP RAP
TAIL DITCH
3:1
3:1D
( Not to Scale)
TAIL DITCH
B
d
STA. 20+67 -SR1- LT
DETAIL 5-5
Ground
Natural
Ground
Natural
Geotextile
B= 4 Ft.
d= 3 Ft.
Min. D= 2.5 Ft.
(TYP)
a Minimum of 1ft
Tuck Geotextile
Type of Liner= CL 'I' Rip-Rap
SEE DETAIL 5-10
SLOPE=0.28%
EST 39 CY DDE
HEAD DITCH
SEE DETAIL 5-1
BASE DITCH
SPECIAL 2'
EST 37 CY
CHANNEL
EXISTING
FILL IN
EST 270 CY
CHANNEL
EXISTING
FILL IN
SEE DETAIL 5-10
SLOPE=0.64%
EST 240 CY DDE
HEAD DITCH
B
3:13:1D
( Not to Scale)
HEAD DITCH
STA. 23+15 -SR1- RT
STA. 17+13 -SR1- RT
DETAIL 5-10
B= 3.0 Ft.
Min. D= 2.0 Ft.
Ground
Natural
Ground
Natural
3:1
3:1D
( Not to Scale)
HEAD DITCH
B
d
FROM STA. 29+12.7 -L- LT
DETAIL 5-4
Ground
Natural
Ground
Natural
Geotextile
B= 3 Ft.
d= 1.5 Ft.
Min. D= 1.5 Ft.
(TYP)
a Minimum of 1ft
Tuck Geotextile
Type of Liner= CL 'I' Rip-Rap
d 3:1B
D
( Not to Scale)
OR FLATTER4:1
FROM STA. 35+79.1 TO STA. 37+00 -L- RT
DETAIL 5-9
Ground
Natural
Ditch
Slope
Front
Geotextile
B=2.0 Ft.
d=1.5 Ft.
Min. D=1.5 Ft.
Minimum of 1ft (TYP)
Tuck Geotextile a
Type of Liner= CL 'B' Rip-Rap, Keyed-In
SPECIAL 2' BASE DITCH
(Variable)
Channel Bed
(TYP)
a Minimum of 1ft
Tuck Geotextile
(TYP)
2ft
SEE DETAIL 5-1
BASE DITCH
SPECIAL 2'
SEE DETAIL 4-1
BASE DITCH
SPECIAL 2'
SEE DETAIL 5-1
BASE DITCH
SPECIAL 2'
BY OTHERS
INSTALLED
87"X67" CMPA
SEE DETAIL 5-7
EST 155 SY GF
EST 85 TONS
W/CL 'I' RIP RAP
BASE DITCH
SPECIAL 2'
d 3:1B
D
( Not to Scale)
OR FLATTER3:1
FROM STA. 34+32.8 TO STA. 34+60.8 -L- RT
FROM STA. 34+80 TO STA. 35+00 -L- LT
FROM STA. 34+15.5 TO STA. 34+60 -L- LT
DETAIL 5-7
Ground
Natural
Ditch
Slope
Front
Geotextile
B=2.0 Ft.
d=2.0 Ft.
Min. D=2.0 Ft.
Minimum of 1ft (TYP)
Tuck Geotextile a
Type of Liner= CL 'I' Rip-Rap, Keyed-In
SPECIAL 2' BASE DITCH
( Not to Scale)
DETAIL 5-3
Ground
Natural
Ground
Natural
d*
PIPE INLET BANK STABILIZATION
of Ditch Slopes on Jurisdictional Streams
*Rip-Rap to be Installed to 2ft Outside Top
Directed by Engineer
Riprap in Locations
Place Geotextile Under
(Typ)
a Minimum of 1ft
Tuck Geotextile
Until Refusal (Typ)
Channel Bottom
Press Riprap into BANKEXI
STI
NG BANKEXISTING
(MATCH EXTG.)
CHANNEL BED
STA. 21+00 -L- RT
d=3.0 Ft.
Length=16.0 Ft.
SEE DETAIL 5-8
EST 41 SY GF
EST 20 TONS
W/CL 'I' RIP RAP
BANK STABILIZATION
( Not to Scale)
STA. 20+67 -L- LT
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
EXI
STI
NG BANKd*
BANK STABILIZATION
of Ditch Slopes on Jurisdictional Streams
*Rip-Rap to be Installed to 2ft Outside Top
Directed by Engineer
Riprap in Locations
Place Geotextile Under
(Typ)
a Minimum of 1ft
Tuck Geotextile
Until Refusal (Typ)
Channel Bottom
Press Riprap into
Keyed-In
Est.= 20 Tons of Class 'I' Rip-Rap,
d= 4.0 Ft.
Length= 33 Ft.
48" RCP-IV
SEE DETAIL 5-5
TAIL DITCH
DETAIL 5-8
4
8" RCP-I
V3:1D
B
( Not to Scale)
Flatter4:1 or
FROM STA. 10+62.6 TO STA. 13+15 -SR2- LT
FROM STA. 27+50 TO STA. 28+50 -SR1- RT
FROM STA. 16+00 TO STA. 17+50 -SR1- RT
FROM STA. 28+60 TO STA. 29+00 -SR1- LT
FROM STA. 27+56 TO STA. 28+12 -SR1- LT
FROM STA. 28+50 TO STA. 30+00 -L- LT
DETAIL 5-1
B= 2.0 Ft.
Min. D= 1.5 Ft.
Ground
Natural
SPECIAL 2' BASE DITCH
Slope
Ditch
Front
REMOVE
SEE DETAIL 5-6
EST 46 SY GF
EST 29 TONS
LENGTH=15'
W/CL 'I' RIP RAP
BANK STABILIZATION
PIPE OUTLET
SEE DETAIL 5-7
EST 87 SY GF
EST 50 TONS
W/CL 'I' RIP RAP
BASE DITCH
SPECIAL 2'
18" RCP-III
SEE DETAIL 5-11
DITCH
SPECIAL 'V'SEE DETAIL 5-11
DITCH
SPECIAL 'V'
Flatter3:1 or
D3:1( Not to Scale)
SPECIAL 'V' DITCH
FROM STA. 32+90 TO STA. 34+26.3 -L- RT
FROM STA. 31+00 TO STA. 32+50 -L- RT
DETAIL 5-11
Min. D= 0.6 Ft.
Ground
Natural Slope
Ditch
Front
SEE DETAIL 5-3
EST 59 SY GF
EST 35 TONS
LENGTH=18'
W/ CL 'I' RIP RAP
BANK STABILIZATION
PIPE INLET
15" RCP-V
SEE DETAIL 5-1
BASE DITCH
SPECIAL 2'
( Not to Scale)
Elevation
Natural Bed
STA. 34+27.6 -L- RT
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 5-6
1.5'

Type of Liner= CL 'I' Rip-Rap - Keyed-In
Geotextile*
in Locations Directed by Engineer
*Place Geotextile Under Riprap
HW
HW
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F F
F F
F
F
F F F F
F F
F F
FFFF
F
F
FCF
F
F
C
F F F F F F F F
F
F F
F F
F F
F
F
F
F F FFC
F
F
C
C
F
F
C
C C C C
C C
F
C
C
C
C
C
F
C C
C C
C
C
C C
C
C
C C C C
C CC
C
C
C
C
C CCCCCC C
C
C
C
C
F
CC C
11/13/2023HE-0013_EC_dsn_psh_06_cg.dgnMEdwards EC-06/CONST.06
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
HE-0013
CONSTRUCTION SHEET 06
EROSION CONTROL FOR
CLEARING AND GRUBBING
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B
DRAINAGE OUTLETS.
AND TEMPORARY ROCK SILT CHECKS TYPE - A AT
NAD 83/2011
POT Sta. 37+00.00 - SHEET 5MATCH TO -L- POT Sta. 29+00 - SHEET 5MATCH TO -SR1- 233
233 234234
234234234234
234
234234234
234234234234234
234
234234234234
2342342342342342342342342 3 4
234
234234234
2342342
3
4
234
234234234234234235235235235235
235235 235235235235235235235235235
2352
3
5
2352352352352352
3
5 235235235
235
235235235235235235
235
235235235
235235235
235235236236236236236236236236236236236236236236 236
236236236236236236236236
236236236236237237 23723715" RCP
15" RCP 15" RCP 15" RCP
15" RCP
15" RCP
15" RCP
18" RCP
AREA UNDER CONSTRUCTION
SOIL
9' GR10' GRNC 15/501 (ABERDEEN ROAD) 27' BST
9' GR9' GR9' GR12' SOILWOODS
EIP EIP EIP
9
10
1112
13
14
15
16
17
18A 150.00'1.31' R/W-EIP1.77' R/W-EIPN 51°04'03" W126.11'N 88°10'51" W288.35'S 88°47'14" W166.93'N 34°18'13"
E
45.98'N 34°18'13"
E
244.83'N 34°18'13"
E
175.58'N 34°18'13"
E
99.27'
S
5
7°0
8'50" W310.48'N
6
7
°
1
3'
5
6
" E1
0
1.
7
2'
N 01°14'12" W
453.04'N
6
7
°
1
4'
5
8
" E2
7
5.
3
0'0.70' R/W-EIPS 62°13'03" E898.03'N 82°50'18" W551.17'EIP
EIP
EIPN 76°14'47" E129.44'
EIP
EXISTING R/W
EXISTING R/W
N 01°22'06" W
88.91'N 89°09'52" E163.18'N 51°04'03" W662.39'N 75°51'11" W226.64'N 83°04'03" W447.88'S 88°47'36" W274.55'S 88°47'14" W301.24'S 88°47'14" W131.89'N 01°12'46" W
200.00'24.18'BL-104 BL-105
TTTPNG, 2", STEELPNG, 2", STEEL
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S15' SOILN 34°18'13"
E
227.17'
70.00'
70.00'MB 12 PG 362PIEDMONT NATURAL GAS COMPANY, INC.MB 12 PG 362PIEDMONT NATURAL GAS COMPANY, INC.SCOTLAND COUNTY, 6", PVC
SCOTLAND COUNTY, 6", PVC
50.00'PER CITY OF LAURINBURG UTILITIES DIRECTOR50' UTILITY EASEMENTCRAIG & DIANE VAN PELT
PHILIP H MCRAE
WALTER & GAIL MCRAE
WALTER & GAIL MCRAE ROBIN S OSWALD SAMUEL E & ELEANOR SNEAD
WALTER & GAIL MCRAE
WALTER & GAIL MCRAE
WALTER & GAIL MCRAE
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
18
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
8
JAMES SMITH
6
WESTWOOD ASSOCIATES
CONC FLOOR
FES FES
18" RCP
-L-
-L- POT Sta. 43+00.00
END CONSTRUCTION
END TIP PROJECT HE-00134045
12'12'12'12'12'PS2'PS2'PS2'-L- POT Sta. 49+69.02
3015 12'PS2'12'PS2'.02.0212'12'12'PS2'PS2'.02.02EXIST.EXIST.300' TRANSITION
+50.12PS2'30-SR1-
-SR1- POT Sta. 31+37.46
-SR1- POT Sta. 30+57.32
END CONSTRUCTION30'R15'R(TYP.)
12'
98'
97'30'R(TYP.)
14'10'R30'R
45.00' LT
35.00' LT
+20.00 -SR1-
15" RCP
CLEANOUT
RETAIN AND
SEE DETAIL 6-1
SPECIAL 2' BASE DITCH
ELEV=233.1
18" RCP FES
TIE TO EXISTING
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAINRETAINRETAIN3:1D
B
( Not to Scale)
Flatter4:1 or
FROM STA. 38+57.2 TO STA. 40+00 -L- RT
DETAIL 6-1
B= 2.0 Ft.
Min. D= 2.5 Ft.
Ground
Natural
SPECIAL 2' BASE DITCH
Slope
Ditch
Front
d 3:1B
D
( Not to Scale)
OR FLATTER4:1
FROM STA. 37+00 TO STA. 37+18 -L- RT
DETAIL 5-9
Ground
Natural
Ditch
Slope
Front
Geotextile
B=2.0 Ft.
d=1.5 Ft.
Min. D=1.5 Ft.
Minimum of 1ft (TYP)
Tuck Geotextile a
Type of Liner= CL 'B' Rip-Rap, Keyed-In
SPECIAL 2' BASE DITCH
SEE DETAIL 5-9
EST 327 SY GF
EST 102 TONS
W/CL 'B' RIP RAP
SPECIAL 2' BASE DITCH
F F F F F F F F F F
F
F
F
F
F F
F
F
CF
F
F
F
F F
C
F
C C C
F F
F
C
C
11/13/2023HE-0013_EC_dsn_psh_07_fg.dgnMEdwards EC-07/CONST.04
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
HE-0013
CONSTRUCTION SHEET 04
EROSION CONTROL FOR
FINAL GRADING
NOTE:
IMPOUNDMENT OF RUNOFF IN ROADWAY OPEN TO TRAFFIC.
ROCK INLET SEDIMENT TRAPS, TYPE-C AS DIRECTED TO AVOID
UTILIZE FABRIC INSERT INLET PROTECTION DEVICES IN LIEU OF
NAD 83/ 2011
POC Sta. 24+00.00 - SHEET 5MATCH TO -L- POT Sta. 16+00 - SHEET 5MATCH TO -SR1- 18" RCP
18" RCP
24" RCP
15" RCP 15" RCP
15" RCP 18" RCP24" RCP
FOOT BRIDGE72" CHL72" CHL
CONC36" CHL36" CHL72" C
HL
18"
RCP
15"
R
C
P
48" CMP
48" RCP18" RCP
BURIED
JB
LT
STEPS
2' WD WALL
LT
LT
CONC
G
GR
STEPS
STEPS
1SFD
DECK GRGR
BST
BST 39' BSTSR 1301 (PLANT ROAD) 22' BST
LTLTLTLT
BSTCONC
GR
G
R
S
CONC
SWING
WOODS
WOODS
WOODS
WOODS24" RCPHW
CONC
2' WD WALLMON
CONC
NC 15/501 (ABERDEEN ROAD) 27' BST
S
SSS
METER
POWER
72" C
HL
LA
URINB
UR
G
& S
O
UT
HER
N R
AILR
O
A
D C
O
MP
A
N
Y
2
3
20
21
23
24
25
NEW WILL LLC
JOEL D & REBECCA LUCAS
DANIEL A MADDEN
CHARLES D NICHOLS
CHARLES D NICHOLS
1001 CAROLINE DR LLC
JOHN & JEFF SCHWARZ LLC S 88°11'07" W218.72'N 01°48'53" W
103.20'
N 39°19'26" W255.67'
N 50°45'15" E
366.05'
N 39°19'26" W
60.02'
S 15°29'09" E199.67'
S 15°29'09" E426.27'S 86°05'17" W305.45'EIP
EIP
EIP S 70°54'32" W399.65'
MON
CONC
EIP
24.85'
80.00'
EXISTING R/W
EXISTING R/W
E
XISTIN
G R
AILR
O
A
D R/WE
XISTIN
G R
AILR
O
A
D R/WE
XISTIN
G R
AILR
O
A
D R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
MON
CONC
N 39°23'19" W
60.12'
N 50°46'12" E
341.27'
S 52°45'46" W448.54'
L
A
U
RIN
B
U
R
G
CIT
Y
LI
MITS LAURI
NBURG CI
TY LI
MI
TSEND NOT FOUNDBL-101
BL-102
TTTHHTT
CHHTTSEOI
EOI EOIEOIEOIEOIAT&T, COPPER, UNK. S
PNG, 2", STEEL
AT&T, COPPER, UNK. S
AT
&T, C
OPPE
R, U
N
K. S
AT&T DUCT BANK
SPECTRUM, CONDUIT, UNK. S
AT&T, COPPER, UNK. S
12
", AC
P
PNG, 2", STEEL
60.00'D
B 1561 P
G 41
60' E
ASE
ME
NT
SCOTLAND COUNTY, 6", PVC
19
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
18
SCOTLAND COUNTY ECONOMIC DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC DEVELOPMENT CORPORATION
4
RYDER TRUCK
R
AILR
O
A
D R/WE
XISTIN
G
INV=N/A
JB
18" RCP
30" CMP18" CMP
INV=226.56'
INV=225.95'
18" RCP
18" R
CP
GI
P
A
VE
D
D
RIVE
-SR1- POT Sta. 10+00.00
-L- POC Sta. 21+52.82=
-L-
-L- POC Sta. 13+00.00
BEGIN CONSTRUCTION
BEGIN TIP PROJECT HE-0013
-DR1- POT Sta. 10+00.00
-L- POC Sta. 15+57.20=
100.00' STORAGE
100.00' TAPER
250.00' DECELERATION15 20-L- PC Sta. 10+00.00
-DR1- PC Sta. 14+79.17
-DR1- PT Sta. 15+66.4212'12'12'12'12'12'12'12'12'12'12'12'12'12'PS2'PS2'PS2'PS2'PS2'PS2'PS2'GUTTER
EXPRESSWAY
PROP. CONC.
11'11'
PS2'PS2'
12'12'12'
PS
2'
PS
2'
.003
.003
.00
.01.01
.02.02EXIST.EXIST..02.0212'12'12'PS2'PS2'+40.06(TYP.)19'(TYP.)19'15.02
.02
.01
.01
.00
.02-SR1- PC Sta. 11+85.68
-SR1- PT Sta. 15+79.79
(TYP.)
19'(TYP.)19'15'R
1
4'R10'R
10'R 12'
10'
10'R
68'33'46'20'R20'R(TYP.)(TYP.)(TYP.)(TYP.)
+62.30
5
0'
R
50'R
2
5'R+42.70
.03
.04
+16.01
+54.46.03.04100' TAPER
NOITARELECED
'051
12'12'PS2'PS2'12'TAPER
100'
+67.31
-DR1- POT Sta. 10+85.00
END CONSTRUCTION
EGAROTS
'84.26415
-EY1- POT Sta. 10+00.00
-EY1- POT Sta. 15+40.43
-L- POC Sta. 11+40.96 =
63.11' RT
+30.67 -EY1-
83.14' RT
+19.82 -EY1-
45.00' RT
+35.00 -DR1-
61.00' LT
+80.00 -DR1-
67.25' LT
+67.63 -DR1-
64.00' RT
+05.00 -L-
67.80' RT
+63.29 -L-
EX. R/W
+77.66 -L-
EX. R/W
+81.75 -L-
EX. R/W
+83.24 -EY1-
102.07' LT
+28.48 -L-
EX. R/W
+19.51 -L-
EX. R/W
+40.59 -L-
95.73' LT
+47.45 -L-
66" RCP-IV
FROM STA. 24+00 TO STA. 26+69 -SR1- RT
FROM STA. 18+00 TO STA. 23+40 -SR1- RT
SEE DETAIL 4-1
SPECIAL 2' BASE DITCH
GTD GTD
GTD
GTD
RETAIN
RETAIN
RETAINRETAINRETAIN
REMOVE
REMOVE REMOVE
REMOVE18"TB 2GI
TB 2GI
TB 2GI
RE
MO
VE
RCP-V
2@48"
RETAIN
SEE DETAIL 4-7
W/ CL 'I' RIP RAP
BANK STABILIZATION
PIPE OUTLET
REMOVE
18" RCP-IV 18" RCP-IV
SEE DETAIL 4-3
W/ CL 'I' RIP RAP
BANK STABILIZATION
PIPE INLET
RETAIN
3:1
3:1D
( Not to Scale)
TAIL DITCH
B
d
FROM STA. 11+82 -L- LT
DETAIL 4-6
Ground
Natural
Ground
Natural
Geotextile
B= 6 Ft.
d= 4.0 Ft.
Min. D= 4.0 Ft.
(TYP)
a Minimum of 1ft
Tuck Geotextile
On Banks Only
Type of Liner= CL 'I' Rip-Rap
SEE DETAIL 4-6
SLOPE=0.333%
EST 240 CY DDE
EST 361 SY GF
EST 220 TONS
ON BANKS ONLY
W/CL 'I' RIP RAP
TAIL DITCH
RETAIN
GTD
30" RCP-VCAPA
2@83"X57"
d 3:1B
D
( Not to Scale)
3:1
FROM STA. 15+30 TO STA. 15+64.5 -L- LT
FROM STA. 10+90 TO STA. 12+00 -DR1- LT
DETAIL 4-2
Ground
Natural
Ditch
Slope
Front
Geotextile
B=5.0 Ft.
d=3.5 Ft.
Min. D=3.5 Ft.
Minimum of 1ft (TYP)
Tuck Geotextile a
Type of Liner= CL 'I' Rip-Rap, Keyed-In
SPECIAL 5' BASE DITCH
d 3:1B
D
( Not to Scale)
3:1
FROM STA. 13+03.7 TO STA. 15+30 -L- LT
DETAIL 4-4
Ground
Natural
B=5.0 Ft.
d=3.5 Ft.
Min. D=3.5 Ft.
SPECIAL 5' BASE DITCH
Ditch
Slope
Front
Geotextile Minimum of 1ft (TYP)
Tuck Geotextile a
On Banks Only
Type of Liner= CL 'I' Rip-Rap, Keyed-In
SEE DETAIL 4-2
W/CL 'I' RIP RAP
EST 537 SY GF
EST 329 TONS
BASE DITCH
SPECIAL 5'
SEE DETAIL 4-5
EST 367 SY GF
EST 200 TONS
W/CL 'I' RIPRAP
BASE DITCH
SPECIAL 2'
SEE DETAIL 4-4
EST 810 SY GF
EST 485 TONS
ON BANKS ONLY
W/CL 'I' RIPRAP
BASE DITCH
SPECIAL 5'
SEE DETAIL 4-2
EST 124 SY GF
EST 88 TONS
W/CL 'I' RIPRAP
BASE DITCH
SPECIAL 5'
( Not to Scale)
DETAIL 4-3
Ground
Natural
Ground
Natural
d*
PIPE INLET BANK STABILIZATION
of Ditch Slopes on Jurisdictional Streams
*Rip-Rap to be Installed to 2ft Outside Top
Directed by Engineer
Riprap in Locations
Place Geotextile Under
(Typ)
a Minimum of 1ft
Tuck Geotextile
Until Refusal (Typ)
Channel Bottom
Press Riprap into BANKEXI
STI
NG BANKEXISTING
(MATCH EXTG.)
CHANNEL BED
STA. 13+48.7 -SR1- LT
Est.= 17 Tons Class 'I' Rip-Rap, Keyed-In.
d=4.0 Ft.
Length=15.0 Ft.
Est. 32 SY Geotextile
(Variable)
Channel Bed
(TYP)
a Minimum of 1ft
Tuck Geotextile
(TYP)
2ft
RCP-IV
15"
d 3:1B
D
( Not to Scale)
OR FLATTER3:1
FROM STA. 16+46.9 TO STA. 17+44 -L- RT
FROM STA. 15+64.5 TO STA. 17+18 -L- LT
DETAIL 4-5
Ground
Natural
Ditch
Slope
Front
Geotextile
B=2.0 Ft.
d=1.5 Ft.
Min. D=1.5 Ft.
Minimum of 1ft (TYP)
Tuck Geotextile a
Type of Liner= CL 'I' Rip-Rap, Keyed-In
SPECIAL 2' BASE DITCH
SEE DETAIL 4-5
EST 210 SY GF
EST 126 TONS
W/CL 'I' RIPRAP
BASE DITCH
SPECIAL 2'Flatter3:1 or D
B
( Not to Scale)
Flatter3:1 or
FROM STA. 13+24.4 TO STA. 16+00 -SR1- RT
FROM STA. 10+50 TO STA. 13+16 -SR1- RT
FROM STA. 13+57.8 TO STA. 15+50 -SR1- LT
FROM STA. 10+50 TO STA. 13+48 -SR1- LT
FROM STA. 15+00 TO STA. 15+36.6 -L- RT
FROM STA. 10+67 TO 11+25 -DR1- RT
DETAIL 4-1
B= 2.0 Ft.
Min. D= 1.5 Ft.
Ground
Natural
SPECIAL 2' BASE DITCH
Slope
Ditch
Front
SEE DETAIL 4-1
BASE DITCH
SPECIAL 2'
SEE DETAIL 4-1
BASE DITCH
SPECIAL 2'
SEE DETAIL 4-1
BASE DITCH
SPECIAL 2'
SEE DETAIL 4-1
BASE DITCH
SPECIAL 2'
TB 2GI
TB 2GI-D
( Not to Scale)
Elevation
Natural Bed
STA. 13+21 -SR1- RT
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 4-7
1.5'

Type of Liner= CL 'I' Rip-Rap - Keyed-In, Est. 33 Tons, Est. 52 SY Geotextile
Length= 20 Ft.
Geotextile*
in Locations Directed by Engineer
*Place Geotextile Under Riprap
HW
HW
HW
HW
C
F
F
F
F
F
C
F
F
F F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
CCC
C
C
C
C
C
C C
C C
C
C F
C
C
C
F
CCCCCCC
FCCCC
CCC
CC C
C
F
F
C
C
C
CC
CC
CC C
C C
ID 4.1
2 ft. weir height
8 ft. weir with
Orifice Diameter
with 0.75 inch
1.5 inch Skimmer
D
11/13/2023HE-0013_EC_dsn_psh_08_fg.dgnMEdwards EC-08/CONST.05
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
HE-0013
CONSTRUCTION SHEET 05
EROSION CONTROL FOR
FINAL GRADING
NAD 83/ 2011
POC Sta. 24+00.00 - SHEET 4MATCH TO -L- POT Sta. 37+00.00 - SHEET 6MATCH TO -L- POT Sta. 16+00 - SHEET 4MATCH TO -SR1- POT Sta. 29+00 - SHEET 6MATCH TO -SR1- 24" RCP
18" RCP18" RCP18" RCP18" HDPE
12" H
DPE
15" RCP
AREA UNDER CONSTRUCTIONSOIL36" WD
BSTSOILSOIL SOIL
WOODS
WOODS
WOODS WOODS
SSS
15" RCP
4
5
6
7
8
18
19
SCOTLAND COUNTY ECONOMIC DEVELOPMENT CORPORATION N 66°41'14" W32.88'S 82°49'49" W
24.52'
N 01°13'24" E
290.16'N 18°48'20" E410.37'
EIP
MON
CONC
S
6
2
°
2
5'
3
2
" W12
3
8.
9
9'S 87°56'02" E383.37'EIP
EIP
EIP
EIP S 88°48'32" W671.78'EXISTING R/W
EXISTING R/W
EIP MON
CONCS 89°09'57" W162.40'N 01°22'06" W
158.84'S 89°09'57" W162.90'0.09' R/W-EIPEIP3.70' R/W-EIPN 46°46'09" W382.62'
BL-103
TTEOIPNG, 2", STEEL
AT&T, COPPER, UNK. S
PNG, 2", STEEL
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
DB 14Z PG 282PIEDMONT NATURAL GAS COMPANY, INC.50.00'
SCOTLAND COUNTY, 6", PVC
SCOTLAND COUNTY, 6", PVC
RYDER TRUCK
WESTWOOD ASSOCIATES
JAMES SMITH
JAMES SMITH
WESTWOOD ASSOCIATES
18A
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
S 15°29'09" E426.27'
N 01°14'12" W
453.04'
18" RCP
FESFES
GRAVEL DRGR DRGR DR18" RCP
18" RCP
FES FES
FES FES
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
INV=224.88'87"x63" CMAPINV=226.24'
WITH INV=224.88'
PROPOSED 87"X63" CMAP
-SR2- POT Sta. 10+00.00
-L- POT Sta. 35+30.58=
-SR2- POT Sta. 13+48.42
-SR1- POT Sta. 27+10.13=
100.00' TAPER2530 35250.00' DECELERATION
-L- PT Sta. 25+25.29
12'12'12'12'12'12'12'12'12'12'12'PS2'PS2'PS2'PS2'PS2'PS2'12'12'12'
PS
2'
PS
2'
12'12'12'
PS
2'
PS
2'-SR2-12'12'PS2'PS2'.02.02
.02.02
.02.0212'12'12'PS2'PS2'-L-.02.0212'12'12'PS2'PS2'.02.02+00.872025-SR1- PC Sta. 22+99.74
-SR1- PRC Sta. 24+78.30
-SR1-.00.01.01.02.02.01.01.01.00.00.003.003.00.01.01.02.0212'12'PS2'PS2'12'12'PS2'PS2'(TYP.)
19'
(TYP.)
19'
(TYP.)
19'
(TYP.)
19'
-SR1- PT Sta. 26+53.97
23'20'R(TYP.)30'R3
0'R30'R
30'R20'
R20'R
27'
26'
20'R
10
'R
(TYP.)
40'
18'10'R(TYP.)(TYP.)
1
0'R(
T
YP.)
9'10'R(TYP.)10'
10'R
55'R200'R 200'R60'R
+11.46100' TAPER
.02+11.07.03.04.04.04.03.03.02.02.01.01(TYP.)19'.02.03.04(TYP.)
19'+25.51+68.77+80.17150' DECELERATION
+79.79NOITARELECED
15'R
9'
100.00'
STORAGE
-SR2- POT Sta. 13+92.69
END CONSTRUCTION
20'R
135.00' LT
+65.00 -SR1-
150.00' LT
+90.00 -SR1-
35.00' LT
+40.00 -SR1-
35.00' LT
+05.00 -SR1-
75.00' RT
+00.00 -SR1-
170.00' RT
+20.00 -SR1-
160.00' RT
+50.00 -SR1-
60.00' RT
+50.00 -SR1-
60.00' RT
95.00' RT
+90.00 -SR1-
95.00' RT
+20.00 -SR1-
60.00' RT
+55.00 -SR1-
45.00' LT
35.00' LT
+20.00 -SR1-
60.00' LT
+50.00 -SR2-
45.00' LT
+90.00 -SR1-
EX. R/W
+95.00 -L-30" RCP-VSEE DETAIL 5-2
SPECIAL 4' BASE DITCH3:1D
B
( Not to Scale)
Flatter4:1 or
FROM STA. 24+00 TO STA. 26+69 -SR1- RT
FROM STA. 18+00 TO STA. 23+40 -SR1- RT
DETAIL 5-2
B= 4.0 Ft.
Min. D= 3.0 Ft.
Ground
Natural
SPECIAL 4' BASE DITCH
Slope
Ditch
Front
SEE DETAIL 5-2
SPECIAL 4' BASE DITCH SEE DETAIL 5-2
SPECIAL 4' BASE DITCH
SEE DETAIL 5-1
SPECIAL 2' BASE DITCH
RETAIN
RETAIN
RETAIN RETAIN 15" RCP-III
RETAIN
RE
MO
VE
18" RCP-III
EST 22 SY GF
EST 11 TONS
CL 'I' RIP RAP
24" RCP-V
30" RCP-IV
24" RCP-IV
SEE DETAIL 5-4
SLOPE=8.08%
EST 22 CY DDE
EST 75 SY GF
EST 42 TONS
W/CL 'I' RIP RAP
HEAD DITCH
SEE DETAIL 5-9
EST 327 SY GF
EST 102 TONS
W/CL 'B' RIP RAP
SPECIAL 2' BASE DITCHRETAINDITCH
18" RCP AND
CLEANOUT
RETAIN AND
SEE DETAIL 5-5
SLOPE=1.36%
EST 58 SY GF
EST 86 CY DDE
EST 33 TONS
LENGTH=22'
W/CL 'I' RIP RAP
TAIL DITCH
3:1
3:1D
( Not to Scale)
TAIL DITCH
B
d
STA. 20+67 -SR1- LT
DETAIL 5-5
Ground
Natural
Ground
Natural
Geotextile
B= 4 Ft.
d= 3 Ft.
Min. D= 2.5 Ft.
(TYP)
a Minimum of 1ft
Tuck Geotextile
Type of Liner= CL 'I' Rip-Rap
SEE DETAIL 5-10
SLOPE=0.28%
EST 39 CY DDE
HEAD DITCH
SEE DETAIL 5-1
BASE DITCH
SPECIAL 2'
EST 37 CY
CHANNEL
EXISTING
FILL IN
EST 270 CY
CHANNEL
EXISTING
FILL IN
SEE DETAIL 5-10
SLOPE=0.64%
EST 240 CY DDE
HEAD DITCH
B
3:13:1D
( Not to Scale)
HEAD DITCH
STA. 23+15 -SR1- RT
STA. 17+13 -SR1- RT
DETAIL 5-10
B= 3.0 Ft.
Min. D= 2.0 Ft.
Ground
Natural
Ground
Natural
3:1
3:1D
( Not to Scale)
HEAD DITCH
B
d
FROM STA. 29+12.7 -L- LT
DETAIL 5-4
Ground
Natural
Ground
Natural
Geotextile
B= 3 Ft.
d= 1.5 Ft.
Min. D= 1.5 Ft.
(TYP)
a Minimum of 1ft
Tuck Geotextile
Type of Liner= CL 'I' Rip-Rap
d 3:1B
D
( Not to Scale)
OR FLATTER4:1
FROM STA. 35+79.1 TO STA. 37+00 -L- RT
DETAIL 5-9
Ground
Natural
Ditch
Slope
Front
Geotextile
B=2.0 Ft.
d=1.5 Ft.
Min. D=1.5 Ft.
Minimum of 1ft (TYP)
Tuck Geotextile a
Type of Liner= CL 'B' Rip-Rap, Keyed-In
SPECIAL 2' BASE DITCH
(Variable)
Channel Bed
(TYP)
a Minimum of 1ft
Tuck Geotextile
(TYP)
2ft
SEE DETAIL 5-1
BASE DITCH
SPECIAL 2'
SEE DETAIL 4-1
BASE DITCH
SPECIAL 2'
SEE DETAIL 5-1
BASE DITCH
SPECIAL 2'
BY OTHERS
INSTALLED
87"X67" CMPA
SEE DETAIL 5-7
EST 155 SY GF
EST 85 TONS
W/CL 'I' RIP RAP
BASE DITCH
SPECIAL 2'
d 3:1B
D
( Not to Scale)
OR FLATTER3:1
FROM STA. 34+32.8 TO STA. 34+60.8 -L- RT
FROM STA. 34+80 TO STA. 35+00 -L- LT
FROM STA. 34+15.5 TO STA. 34+60 -L- LT
DETAIL 5-7
Ground
Natural
Ditch
Slope
Front
Geotextile
B=2.0 Ft.
d=2.0 Ft.
Min. D=2.0 Ft.
Minimum of 1ft (TYP)
Tuck Geotextile a
Type of Liner= CL 'I' Rip-Rap, Keyed-In
SPECIAL 2' BASE DITCH
( Not to Scale)
DETAIL 5-3
Ground
Natural
Ground
Natural
d*
PIPE INLET BANK STABILIZATION
of Ditch Slopes on Jurisdictional Streams
*Rip-Rap to be Installed to 2ft Outside Top
Directed by Engineer
Riprap in Locations
Place Geotextile Under
(Typ)
a Minimum of 1ft
Tuck Geotextile
Until Refusal (Typ)
Channel Bottom
Press Riprap into BANKEXI
STI
NG BANKEXISTING
(MATCH EXTG.)
CHANNEL BED
STA. 21+00 -L- RT
d=3.0 Ft.
Length=16.0 Ft.
SEE DETAIL 5-8
EST 41 SY GF
EST 20 TONS
W/CL 'I' RIP RAP
BANK STABILIZATION
( Not to Scale)
STA. 20+67 -L- LT
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
EXI
STI
NG BANKd*
BANK STABILIZATION
of Ditch Slopes on Jurisdictional Streams
*Rip-Rap to be Installed to 2ft Outside Top
Directed by Engineer
Riprap in Locations
Place Geotextile Under
(Typ)
a Minimum of 1ft
Tuck Geotextile
Until Refusal (Typ)
Channel Bottom
Press Riprap into
Keyed-In
Est.= 20 Tons of Class 'I' Rip-Rap,
d= 4.0 Ft.
Length= 33 Ft.
48" RCP-IV
SEE DETAIL 5-5
TAIL DITCH
DETAIL 5-8
4
8" RCP-I
V3:1D
B
( Not to Scale)
Flatter4:1 or
FROM STA. 10+62.6 TO STA. 13+15 -SR2- LT
FROM STA. 27+50 TO STA. 28+50 -SR1- RT
FROM STA. 16+00 TO STA. 17+50 -SR1- RT
FROM STA. 28+60 TO STA. 29+00 -SR1- LT
FROM STA. 27+56 TO STA. 28+12 -SR1- LT
FROM STA. 28+50 TO STA. 30+00 -L- LT
DETAIL 5-1
B= 2.0 Ft.
Min. D= 1.5 Ft.
Ground
Natural
SPECIAL 2' BASE DITCH
Slope
Ditch
Front
REMOVE
SEE DETAIL 5-6
EST 46 SY GF
EST 29 TONS
LENGTH=15'
W/CL 'I' RIP RAP
BANK STABILIZATION
PIPE OUTLET
SEE DETAIL 5-7
EST 87 SY GF
EST 50 TONS
W/CL 'I' RIP RAP
BASE DITCH
SPECIAL 2'
18" RCP-III
SEE DETAIL 5-11
DITCH
SPECIAL 'V'SEE DETAIL 5-11
DITCH
SPECIAL 'V'
Flatter3:1 or
D3:1( Not to Scale)
SPECIAL 'V' DITCH
FROM STA. 32+90 TO STA. 34+26.3 -L- RT
FROM STA. 31+00 TO STA. 32+50 -L- RT
DETAIL 5-11
Min. D= 0.6 Ft.
Ground
Natural Slope
Ditch
Front
SEE DETAIL 5-3
EST 59 SY GF
EST 35 TONS
LENGTH=18'
W/ CL 'I' RIP RAP
BANK STABILIZATION
PIPE INLET
15" RCP-V
SEE DETAIL 5-1
BASE DITCH
SPECIAL 2'
( Not to Scale)
Elevation
Natural Bed
STA. 34+27.6 -L- RT
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 5-6
1.5'

Type of Liner= CL 'I' Rip-Rap - Keyed-In
Geotextile*
in Locations Directed by Engineer
*Place Geotextile Under Riprap
HW
HW
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F F
F F
F
F
F F F F
F F
F F
FFFF
F
F
FCF
F
F
C
F F F F F F F F
F
F F
F F
F F
F
F
F
F F FFC
F
F
C
C
F
F
C
C C C C
C C
F
C
C
C
C
C
F
C C
C C
C
C
C C
C
C
C C C C
C CC
C
C
C
C
C CCCCCC C
C
C
C
C
F
CC C
D
DB
ID 5.1
2.75 ft. weir height
13 ft. weir with
Orifice Diameter
with 0.875 inch
1.5 inch Skimmer
ID 5.2
2.75 ft. weir height
15 ft. weir with
Orifice Diameter
with 0.75 inch
1.5 inch Skimmer
11/13/2023HE-0013_EC_dsn_psh_09_fg.dgnMEdwards EC-09/CONST.06
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
HE-0013
CONSTRUCTION SHEET 06
EROSION CONTROL FOR
FINAL GRADING
NAD 83/2011
POT Sta. 37+00.00 - SHEET 5MATCH TO -L- POT Sta. 29+00 - SHEET 5MATCH TO -SR1- 15" RCP
15" RCP 15" RCP 15" RCP
15" RCP
15" RCP
15" RCP
18" RCP
AREA UNDER CONSTRUCTION
SOIL
9' GR10' GRNC 15/501 (ABERDEEN ROAD) 27' BST
9' GR9' GR9' GR12' SOILWOODS
EIP EIP EIP
9
10
1112
13
14
15
16
17
18A 150.00'1.31' R/W-EIP1.77' R/W-EIPN 51°04'03" W126.11'N 88°10'51" W288.35'S 88°47'14" W166.93'N 34°18'13"
E
45.98'N 34°18'13"
E
244.83'N 34°18'13"
E
175.58'N 34°18'13"
E
99.27'
S
5
7°0
8'50" W310.48'N
6
7
°
1
3'
5
6
" E1
0
1.
7
2'
N 01°14'12" W
453.04'N
6
7
°
1
4'
5
8
" E2
7
5.
3
0'0.70' R/W-EIPS 62°13'03" E898.03'N 82°50'18" W551.17'EIP
EIP
EIPN 76°14'47" E129.44'
EIP
EXISTING R/W
EXISTING R/W
N 01°22'06" W
88.91'N 89°09'52" E163.18'N 51°04'03" W662.39'N 75°51'11" W226.64'N 83°04'03" W447.88'S 88°47'36" W274.55'S 88°47'14" W301.24'S 88°47'14" W131.89'N 01°12'46" W
200.00'24.18'BL-104 BL-105
TTTPNG, 2", STEELPNG, 2", STEEL
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S
AT&T, COPPER, UNK. S15' SOILN 34°18'13"
E
227.17'
70.00'
70.00'MB 12 PG 362PIEDMONT NATURAL GAS COMPANY, INC.MB 12 PG 362PIEDMONT NATURAL GAS COMPANY, INC.SCOTLAND COUNTY, 6", PVC
SCOTLAND COUNTY, 6", PVC
50.00'PER CITY OF LAURINBURG UTILITIES DIRECTOR50' UTILITY EASEMENTCRAIG & DIANE VAN PELT
PHILIP H MCRAE
WALTER & GAIL MCRAE
WALTER & GAIL MCRAE ROBIN S OSWALD SAMUEL E & ELEANOR SNEAD
WALTER & GAIL MCRAE
WALTER & GAIL MCRAE
WALTER & GAIL MCRAE
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
18
DEVELOPMENT CORPORATION
SCOTLAND COUNTY ECONOMIC
8
JAMES SMITH
6
WESTWOOD ASSOCIATES
CONC FLOOR
FES FES
18" RCP
-L-
-L- POT Sta. 43+00.00
END CONSTRUCTION
END TIP PROJECT HE-00134045
12'12'12'12'12'PS2'PS2'PS2'-L- POT Sta. 49+69.02
3015 12'PS2'12'PS2'.02.0212'12'12'PS2'PS2'.02.02EXIST.EXIST.300' TRANSITION
+50.12PS2'30-SR1-
-SR1- POT Sta. 31+37.46
-SR1- POT Sta. 30+57.32
END CONSTRUCTION30'R15'R(TYP.)
12'
98'
97'30'R(TYP.)
14'10'R30'R
45.00' LT
35.00' LT
+20.00 -SR1-
15" RCP
CLEANOUT
RETAIN AND
SEE DETAIL 6-1
SPECIAL 2' BASE DITCH
ELEV=233.1
18" RCP FES
TIE TO EXISTING
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAINRETAINRETAIN3:1D
B
( Not to Scale)
Flatter4:1 or
FROM STA. 38+57.2 TO STA. 40+00 -L- RT
DETAIL 6-1
B= 2.0 Ft.
Min. D= 2.5 Ft.
Ground
Natural
SPECIAL 2' BASE DITCH
Slope
Ditch
Front
d 3:1B
D
( Not to Scale)
OR FLATTER4:1
FROM STA. 37+00 TO STA. 37+18 -L- RT
DETAIL 5-9
Ground
Natural
Ditch
Slope
Front
Geotextile
B=2.0 Ft.
d=1.5 Ft.
Min. D=1.5 Ft.
Minimum of 1ft (TYP)
Tuck Geotextile a
Type of Liner= CL 'B' Rip-Rap, Keyed-In
SPECIAL 2' BASE DITCH
SEE DETAIL 5-9
EST 327 SY GF
EST 102 TONS
W/CL 'B' RIP RAP
SPECIAL 2' BASE DITCH
F F F F F F F F F F
F
F
F
F
F F
F
F
CF
F
F
F
F F
C
F
C C C
F F
F
C
C