Madison 152_EC_Pset_Color

GRAPHIC SCALE
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET

DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
4/19/2024
X:\NCDOT\Division 13 M
adison 2019\M
adison 152\Drainage\Erosion Control\M
adison 152_EC_dsn_TSH.dgn
User:acochrane

PLAN FOR PROPOSED
HIGHWAY EROSION CONTROL

EC-1

Prepared in the Office of:
NAME LEVEL III CERTIFICATION NO.
0
PLANS
VICINITY MAP
NOT TO SCALE
Designed by:
TGS ENGINEERS
PRO
JECT: BP13.R024
for Special Considerations.
Refer To E. C. Special Provisions
to Sta.
From Sta.
High Quality Water Zone(s) Exist
ON THIS PROJECT
HIGH QUALITY WATER(S) EXIST
for Special Considerations.
Refer To E. C. Special Provisions
ON THIS PROJECT
SENSITIVE AREA(S) EXIST
ENVIRONMENTALLY
STANDARDS.
SENSITIVE WATERSHED
BEEN DESIGNED TO
THIS PROJECT HAS
End
Begin
CONSTRUCTION.
GRUBBING PHASE OF
FOR CLEARING AND
EROSION CONTROL PLANS
THIS PROJECT CONTAINS
Andrew H. Cochrane, PE 3015
ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES.
AND ISSUED BY THE NORTH CAROLINA DEPARTMENT OF
GENERAL CONSTRUCTION PERMIT EFFECTIVE APRIL 1, 2024
THE APPLICABLE REGULATIONS SET FORTH BY THE NCG-010000
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH
SHELBY, NC 28150
201 W. MARION ST-STE 200
20 401020
MADISON COUNTY
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
ON SR 1318 (BIG LAUREL RD)
LOCATION: BRIDGE NO. 560152 OVER SPILLCORN CREEK
BP13.R024
BP13.R024.1
BP13.R024.2
BP13.R024.3
N/A
N/A
N/A
PE
R/W & UTIL
CONST.
reference hereby are considered a part of these plans.
and the latest revison 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
EROSION & SEDIMENT CONTROL LEGEND
VICINITY MAP
DOCUMENT NOT CONSIDERED FINAL
GRADING, DRAINAGE, PAVING, AND STRUCTURE
PRO
JECT:
BRIDGE #560152 OVER SPILLCORN CREEK
DESIGN EXCEPTION IS REQUIRED FOR DESIGN SPEED
D
M
00427
IA-MASH TL-2
VICINITY MAP
See Sheet 1A For Index of Sheets
PRO
JECT:BP13.R024
1434
1316
1316
1319
1318
1327 1328
1318
1329
1330
1318
1334
(212
(212
FIN
AL PLAN
S
-L-
SR 1318
BIG LAUREL RD
SPILLCORN CREEK
SPILLCORN CREEK
(BARNES BRANCH RD)
TO SR 1329
(SPILLCORN RD)TO SR 1330
BEGIN PROJECT
-L- STA. 10+50.00
BEGIN PROJECT
-L- STA. 14+50.00
-L- STA. 12+77.55
END BRIDGE
-L- STA. 12+19.90
BEGIN BRIDGE 4
-DET-
LOCATION
PROJECT
NAD 83/ 2011

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
EC-02
PROJECT REFERENCE NO.SHEET NO.
ENGINEER
ROADWAY DESIGN HYDRAULICS
ENGINEER
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
BP13.R024
EROSION & SEDIMENT CONTROL LEGEND
STRUCTURE WITH LINER
ONSITE CONCRETE WASHOUT
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" M
IN.
10'-0" MIN.
10'-0" M
IN.
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.
BP13.R024

SHEET NO.PROJECT REFERENCE NO.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
BP13.R024
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
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
EC-3
SLOPES 3:1 TO 4:1
LENGTH WITH SLOPES STEEPER THAN 4:1.
7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES
PERIMETER SLOPES, AND HQW ZONES
7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES
PERIMETER SLOPES, AND HQW ZONES
14 DAYS
PI Sta 10+40.03
D
L = 79.33'
T = 40.03'
R = 240.00'
PI Sta 12+09.40
D
L = 34.94'
T = 17.75'
R = 80.00'
PI Sta 13+06.72
D
L = 77.86'
T = 42.33'
R = 80.00'
PI Sta 14+35.60
D
L = 81.89'
T = 41.30'
R = 255.00'
-L- CURVE DATA
-L- PC 10+00.00
-L- PT 10+79.33
-L- PC 11+91.65
-L- PT 12+26.59
-L- PC 12+64.39 -L- PC 13+94.30
-L- PT 14+76.18
03 037
02
02
-L- STA 10+50.00
BEGIN PROJECT
-L- STA 14+50.00
END PROJECT
9.6'
9.8'
SE = EXISTSE = EXIST SE = NC SE = NC
022
022
018
01
02
R=25'
SHOP CURVE
TYPE-III
AT-1
AT-1
R=15'
SHOP CURVE
TYPE-III AT-1
IA-MASH TL-2
-L- STA 12+19.90
BEGIN BRIDGE -L- STA 12+77.55
END BRIDGE
PROP. ASPHALT DRIVE
R=7'
R=60'
10'
10'
10'
10'
TO EXIST
50' TAPER
+
65
TYP.
15'
+
30.00
TYP.15'
+35.00
TO EXIST50' TAPER
+
00
9.6'
9.5'
8:1
8:1
8:1
END FDPS
-L- 13+50.00
END FDPS
-L- 11+85.80
BEGIN FDPS
-L- 11+33.62
BEGIN FDPS
-L- PT 13+42.25
02
02
01
R=10'
SHOP CURVE
B-83
+
15MILLING & RESURFACING ONLY
MILLING & RESURFACING ONLY
DS = < 15 MPH DS = < 15 MPH
RIGHT OF WAY
INSIDE PROPOSED NCDOT
ALL OF ROCK FOUNDATION
CONTRACTOR TO REMOVE
0.73 MI TO
SR 1329 BARNES BRANCH RD.
WOODS
SR 1318 BIG LAUREL RD. 19' BST
EXISTING R/W
EXISTING R/W
WOODS
SECONDARY
GROWTH
4SBW
WOODS
RK&CONC WW
EXISTING R/W
RK&CONC WW
SR 1318 BIG LAUREL RD. 19' BST
RK FOUNDATION
WD RUINS
EXISTING R/W
EXISTING R/W
0.07 MI TO
SR 1330 SPILLCORN RD.
SECONDARY
GROWTH
LOW LINE
ELEV=2063.89'
MCKINLEY RICE
ET AL
WOODS
WOODS
SACRED MOUNTAIN WATERS, LLC
9' GR
MTL
13' GR
18' ACCESS EASEMENT PER DB 140 PG 101
EXISTING R/W
RK&CONC WW
MTL WW
11.00'
14.00'
14.00'
11.00'
18.00'
14.00'
16.00'
MCKINLEY RICE
ET AL
PATRICK HENNESSEY
PATRICK HENNESSEY
1990
2000
2000
2000
2000
2000
2000
2000
2000
2000
20002000
2000
2000
2000
2010
2010
20102010
2010
2010
2010
2010
2010
2010
2010
2010
2020
2020
2020
2020
2020
2020
2020
2020
2020
2020
2020
2020
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2040
2040
2040
2040
2040
2040
2040
2040
2040
2040
2040
2050
2050
2050
2050
2050
2050
2050
2050
2050
2050
2050
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2070
2070
2070
2070
2070
2070
2070
2070
2080
2080
2080
2080
2080
2080
2080
2090
2090
2090
2100
ITEM)
(STRUCTURES
RIPRAP (TYP.)
CLASS II
1
2
2
1
EX. R/W
+79.00
EX. R/W
+79.00
33.00'
+20.00
EX. R/W
+62.00
EX. R/W
+62.00
20.00'
+24.00
64.00'
+28.00
37.93'
+50.00
28.00'
+15.00
53.00'
+75.00
43.00'
+73.00
40.00'
+40.00
C
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
FC
C
C
F
F
F
F
C
C
C
C
F C C
C
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
NCDOT BEST MANAGEMENTAREA STABILIZED AND ACCORDING TO
INSTALL PIPE(S) IN JURISDICTIONAL AREAS WITHOUT IMPACTING STREAM UNTIL
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
NOTE: UTILIZE TEMPORARY SEDIMENT BASIN OR SPECIAL STILLING
BASIN(S) AS STILLING BASIN WHERE APPLICABLE.
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
201 W. MARION ST-STE 200
TGS ENGINEERS
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B
AND TEMPORARY ROCK SILT CHECKS TYPE - A AT
DRAINAGE OUTLETS.
NAD 83/2011
Bridge #560152
Madison County BP13.R024 EC-04/CONST.4
CONSTRUCTION SHEET 4
EROSION CONTROL FOR
CLEARING AND GRUBBING
SPILLCORN CREEK
SPILLCORN CREEK
WA
-DET- PC 11+13.68
-DET- STA 13+14.10
END DETOUR
-DET- STA 11+35.58
BEGIN DETOUR
-DET- PT 10+79.33-DET- PT 10+79.33
-DET- PT 11+42.60
-DET- PC 14+06.40
12'
12'
02
0102
-DET- PC 12+97.99
-DET- PC 12+55.25
GREU TL-2
TEMP.
GREU TL-2
TEMP
BEAM GUARDRAIL
TEMP. STEEL
10'
TYP.+
75 PROP. GRAVEL DRIVE
CUSHION
TEMP. CRASH
TO 11+75±)
(-DET- STA. 11+20±
CONC. BARRIER
TEMP. PORTABLE
TO 13+65±)
(-DET- STA. 12+75±
CONC. BARRIER
TEMP. PORTABLE
5'
TO 12+75±)
(-DET- STA. 11+75±
(ANCHORED)
CONC. BARRIER
TEMP. PORTABLE
13+15±, 11'LT)
(-DET- STA. 12+75±, 11'LT TO
12+75±, 11'LT)
(-DET- STA. 11+87±, 11'LT TO
TEMP. SHORING No. 1 & 2
-DET- PC 11+13.68
-DET- STA 13+14.10
END DETOUR
-DET- STA 11+35.58
BEGIN DETOUR
-DET- PT 10+79.33-DET- PT 10+79.33
-DET- PT 11+42.60
-DET- PC 14+06.40
12'
12'
02
0102
-DET- PC 12+97.99
-DET- PC 12+55.25
GREU TL-2
TEMP.
GREU TL-2
TEMP
BEAM GUARDRAIL
TEMP. STEEL
10'
TYP.+
75 PROP. GRAVEL DRIVE
CUSHION
TEMP. CRASH
TO 11+75±)
(-DET- STA. 11+20±
CONC. BARRIER
TEMP. PORTABLE
TO 13+65±)
(-DET- STA. 12+75±
CONC. BARRIER
TEMP. PORTABLE
5'
TO 12+75±)
(-DET- STA. 11+75±
(ANCHORED)
CONC. BARRIER
TEMP. PORTABLE
13+15±, 11'LT)
(-DET- STA. 12+75±, 11'LT TO
12+75±, 11'LT)
(-DET- STA. 11+87±, 11'LT TO
TEMP. SHORING No. 1 & 2
WOODS
SR 1318 BIG LAUREL RD. 19' BST
EXISTING R/W
EXISTING R/W
WOODS
SECONDARY
GROWTH
4SBW
WOODS
RK&CONC WW
EXISTING R/W
RK&CONC WW
SR 1318 BIG LAUREL RD. 19' BST
RK FOUNDATION
WD RUINS
MCKINLEY RICE
ET AL
WOODS
SACRED MOUNTAIN WATERS, LLC
MTL
13' GR
18' ACCESS EASEMENT PER DB 140 PG 101
EXISTING R/W
RK&CONC WW
MTL WW
14.00'
18.00'
14.00'
16.00'
PATRICK HENNESSEY
PATRICK HENNESSEY WOODS
SR 1318 BIG LAUREL RD. 19' BST
EXISTING R/W
EXISTING R/W
WOODS
SECONDARY
GROWTH
4SBW
WOODS
RK&CONC WW
EXISTING R/W
RK&CONC WW
SR 1318 BIG LAUREL RD. 19' BST
RK FOUNDATION
WD RUINS
MCKINLEY RICE
ET AL
WOODS
SACRED MOUNTAIN WATERS, LLC
MTL
13' GR
18' ACCESS EASEMENT PER DB 140 PG 101
EXISTING R/W
RK&CONC WW
MTL WW
14.00'
18.00'
14.00'
16.00'
PATRICK HENNESSEY
PATRICK HENNESSEY
TEMP 2@78" CSP
2B01
2B02
CONDITIONS.
RESTORE STREAM TO PRECONSTRUCTION
TEMPORARY FILL AND GEOTEXTILE AND
AFTER DETOUR PHASE, REMOVE ALL
EST=107 SY
TEMPORARY FILL.
INSTALL GEOTEXTILE IN STREAM UNDER
TEMP 2@78" CSP
2B01
2B02
CONDITIONS.
RESTORE STREAM TO PRECONSTRUCTION
TEMPORARY FILL AND GEOTEXTILE AND
AFTER DETOUR PHASE, REMOVE ALL
EST=107 SY
TEMPORARY FILL.
INSTALL GEOTEXTILE IN STREAM UNDER
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
BP13.R024 EC-05/CONST.4
NAD 83/2011
NAD 83/2011
PHASE 2PHASE 1
PIPE CONSTRUCTION SEQUENCE STA. 12+31 -L-
PIPE CONSTRUCTION SEQUENCE STA. 12+31 -L-
P1 P1
P2
4. INSTALL TEMPORARY 78" DRAINAGE PIPE P1 PER NCDOT RDY STD. 1645.01.
3. DEWATER WORK SITE AS NEEDED INTO SPECIAL STILLING BASIN(S).
2. INSTALL IMPERVIOUS DIKE #1.
1. INSTALL TRAFFIC CONTROL DEVICES AND TEMPORARY PAVEMENT AS DESCRIBED ON TMP-2B-1.
FINAL GRADE EROSION CONTROL.
5. COMPLETE DETOUR ROADWAY AND DIVERT TRAFFIC. SEE EC-06/CONST. 2B-1 FOR DETOUR
78" DRAINAGE PIPES.
4. REMOVE IMPERVIOUS DIKES #2 & #3, RESTORING FLOW THROUGH BOTH TEMPORARY
3. INSTALL TEMPORARY 78" DRAINAGE PIPE P2 PER NCDOT RDY STD. 1645.01.
2. INSTALL IMPERVIOUS DIKES #2 & #3, DIVERTING FLOW THRU TEMPORARY 78" DRAINAGE PIPE P1.
1. REMOVE IMPERVIOUS DIKE #1.
SPILLCORN CREEK
SPILLCORN CREEK
WA
SPILLCORN CREEK
SPILLCORN CREEK
WA
DIKE #1
IMPERVIOUS
DIKE #3
IMPERVIOUS
DIKE #2
IMPERVIOUS
-DET- PC 11+13.68
-DET- STA 13+14.10
END DETOUR
-DET- STA 11+35.58
BEGIN DETOUR
-DET- PT 10+79.33-DET- PT 10+79.33
-DET- PT 11+42.60
-DET- PC 14+06.40
12'
12'
02
0102
-DET- PC 12+97.99
-DET- PC 12+55.25
GREU TL-2
TEMP.
GREU TL-2
TEMP
BEAM GUARDRAIL
TEMP. STEEL
10'
TYP.+
75 PROP. GRAVEL DRIVE
CUSHION
TEMP. CRASH
TO 11+75±)
(-DET- STA. 11+20±
CONC. BARRIER
TEMP. PORTABLE
TO 13+65±)
(-DET- STA. 12+75±
CONC. BARRIER
TEMP. PORTABLE
5'
TO 12+75±)
(-DET- STA. 11+75±
(ANCHORED)
CONC. BARRIER
TEMP. PORTABLE
13+15±, 11'LT)
(-DET- STA. 12+75±, 11'LT TO
12+75±, 11'LT)
(-DET- STA. 11+87±, 11'LT TO
TEMP. SHORING No. 1 & 2
-L- PT 10+79.33
-L- PC 11+91.65
-L- PT 12+26.59
-L- PC 12+64.39 -L- PC 13+94.30
03 037
02
02
-L- STA 10+50.00
BEGIN PROJECT
9.6'
9.8'022
022
018
01
02
R=25'
SHOP CURVE
TYPE-III
AT-1
AT-1
R=15'
SHOP CURVE
TYPE-III AT-1
IA-MASH TL-2
-L- STA 12+19.90
BEGIN BRIDGE -L- STA 12+77.55
END BRIDGE
PROP. ASPHALT DRIVE
R=7'
R=60'
10'
10'
10'
10'
TO EXIST
50' TAPER
+
65
TYP.
15'
+
30.00
TYP.15'
+35.00
TO EXIST50' TAPER
+
00
9.6'
9.5'
8:1
8:1
8:1
END FDPS
-L- 13+50.00
END FDPS
-L- 11+85.80
BEGIN FDPS
-L- 11+33.62
BEGIN FDPS
-L- PT 13+42.25
02
02
01
R=10'
SHOP CURVE
B-83
+
15MILLING & RESURFACING ONLY
RIGHT OF WAY
INSIDE PROPOSED NCDOT
ALL OF ROCK FOUNDATION
CONTRACTOR TO REMOVE
-L- PT 10+79.33
-L- PC 11+91.65
-L- PT 12+26.59
-L- PC 12+64.39 -L- PC 13+94.30
03 037
02
02
-L- STA 10+50.00
BEGIN PROJECT
9.6'
9.8'022
022
018
01
02
R=25'
SHOP CURVE
TYPE-III
AT-1
AT-1
R=15'
SHOP CURVE
TYPE-III AT-1
IA-MASH TL-2
-L- STA 12+19.90
BEGIN BRIDGE -L- STA 12+77.55
END BRIDGE
PROP. ASPHALT DRIVE
R=7'
R=60'
10'
10'
10'
10'
TO EXIST
50' TAPER
+
65
TYP.
15'
+
30.00
TYP.15'
+35.00
TO EXIST50' TAPER
+
00
9.6'
9.5'
8:1
8:1
8:1
END FDPS
-L- 13+50.00
END FDPS
-L- 11+85.80
BEGIN FDPS
-L- 11+33.62
BEGIN FDPS
-L- PT 13+42.25
02
02
01
R=10'
SHOP CURVE
B-83
+
15MILLING & RESURFACING ONLY
RIGHT OF WAY
INSIDE PROPOSED NCDOT
ALL OF ROCK FOUNDATION
CONTRACTOR TO REMOVE
WOODS
SR 1318 BIG LAUREL RD. 19' BST
EXISTING R/W
EXISTING R/W
WOODS
SECONDARY
GROWTH
4SBW
WOODS
RK&CONC WW
EXISTING R/W
RK&CONC WW
SR 1318 BIG LAUREL RD. 19' BST
RK FOUNDATION
WD RUINS
MCKINLEY RICE
ET AL
WOODS
SACRED MOUNTAIN WATERS, LLC
MTL
13' GR
18' ACCESS EASEMENT PER DB 140 PG 101
EXISTING R/W
RK&CONC WW
MTL WW
14.00'
18.00'
14.00'
16.00'
PATRICK HENNESSEY
PATRICK HENNESSEY WOODS
SR 1318 BIG LAUREL RD. 19' BST
EXISTING R/W
EXISTING R/W
WOODS
SECONDARY
GROWTH
4SBW
WOODS
RK&CONC WW
EXISTING R/W
RK&CONC WW
SR 1318 BIG LAUREL RD. 19' BST
RK FOUNDATION
WD RUINS
MCKINLEY RICE
ET AL
WOODS
SACRED MOUNTAIN WATERS, LLC
MTL
13' GR
18' ACCESS EASEMENT PER DB 140 PG 101
EXISTING R/W
RK&CONC WW
MTL WW
14.00'
18.00'
14.00'
16.00'
PATRICK HENNESSEY
PATRICK HENNESSEY
TEMP 2@78" CSP
2B01
2B02
CONDITIONS.
RESTORE STREAM TO PRECONSTRUCTION
TEMPORARY FILL AND GEOTEXTILE AND
AFTER DETOUR PHASE, REMOVE ALL
EST=107 SY
TEMPORARY FILL.
INSTALL GEOTEXTILE IN STREAM UNDER
ITEM)
(STRUCTURES
RIPRAP (TYP.)
CLASS II
ITEM)
(STRUCTURES
RIPRAP (TYP.)
CLASS II
F
F
F
F
F
F
F
F
C
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
FC
C
C
F
F
F
F
C
C
C
C
F C C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
FC
C
C
F
F
F
F
C
C
C
C
F C C
C
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
BP13.R024 EC-05A/CONST.4
NAD 83/2011
NAD 83/2011
PHASE 3 PHASE 4
4. COMPLETE ROADWAY AND SHIFT TRAFFIC FROM DETOUR.
3. REMOVE IMPERVIOUS DIKES #4 & #5.
2. REMOVE EXISTING BRIDGE AND CONSTRUCT PROPOSED BRIDGE.
1. INSTALL IMPERVIOUS DIKES #4 & #5.
PIPE CONSTRUCTION SEQUENCE STA. 12+31 -L-
P2
P1
STREAM ACCORDING TO CONST. PLANS.
2. COMPLETE ANY NECESSARY INLET/OUTLET CHANNEL IMPROVEMENTS AND REESTABLISH
1. DISPOSE OF TEMPORARY 78" DRAINAGE PIPES AS DESCRIBED IN DRAINAGE PLANS.
SPILLCORN CREEK
SPILLCORN CREEK
WA
SPILLCORN CREEK
SPILLCORN CREEK
WA
DIKE #4
IMPERVIOUS
DIKE #5
IMPERVIOUS
-DET- CURVE DATA
PI Sta 10+40.03
D
L = 79.33'
T = 40.03'
R = 240.00'
PI Sta 11+28.35
D
L = 28.92'
T = 14.67'
R = 70.00'
PI Sta 12+78.39
D
L = 42.74'
T = 23.13'
R = 45.00'
PI Sta 14+47.70
D
L = 81.89'
T = 41.30'
R = 255.00'
-DET- PC 11+13.68
-DET- STA 13+14.10
END DETOUR
-DET- STA 11+35.58
BEGIN DETOUR
-DET- PT 10+79.33-DET- PT 10+79.33
10+00
-DET- PT 11+42.60
-DET- PT 14+88.28
-DET- PC 14+06.40
12'
12'
02
0102
-DET- PC 12+97.99
-DET- PC 12+55.25
GREU TL-2
TEMP.
GREU TL-2
TEMP
BEAM GUARDRAIL
TEMP. STEEL
10'
TYP.+
75 PROP. GRAVEL DRIVE
CUSHION
TEMP. CRASH
TO 11+75±)
(-DET- STA. 11+20±
CONC. BARRIER
TEMP. PORTABLE
TO 13+65±)
(-DET- STA. 12+75±
CONC. BARRIER
TEMP. PORTABLE
5'
TO 12+75±)
(-DET- STA. 11+75±
(ANCHORED)
CONC. BARRIER
TEMP. PORTABLE
13+15±, 11'LT)
(-DET- STA. 12+75±, 11'LT TO
12+75±, 11'LT)
(-DET- STA. 11+87±, 11'LT TO
TEMP. SHORING No. 1 & 2
0.73 MI TO
SR 1329 BARNES BRANCH RD.
WOODS
SR 1318 BIG LAUREL RD. 19' BST
EXISTING R/W
EXISTING R/W
WOODS
SECONDARY
GROWTH
4SBW
WOODS
RK&CONC WW
EXISTING R/W
RK&CONC WW
SR 1318 BIG LAUREL RD. 19' BST
RK FOUNDATION
WD RUINS
EXISTING R/W
EXISTING R/W
0.07 MI TO
SR 1330 SPILLCORN RD.
SECONDARY
GROWTH
LOW LINE
ELEV=2063.89'
MCKINLEY RICE
ET AL
WOODS
WOODS
SACRED MOUNTAIN WATERS, LLC
9' GR
MTL
13' GR
18' ACCESS EASEMENT PER DB 140 PG 101
EXISTING R/W
RK&CONC WW
MTL WW
11.00'
14.00'
14.00'
11.00'
18.00'
14.00'
16.00'
MCKINLEY RICE
ET AL
PATRICK HENNESSEY
PATRICK HENNESSEY
TEMP 2@78" CSP
2B01
2B02
CONDITIONS.
RESTORE STREAM TO PRECONSTRUCTION
TEMPORARY FILL AND GEOTEXTILE AND
AFTER DETOUR PHASE, REMOVE ALL
EST=107 SY
TEMPORARY FILL.
INSTALL GEOTEXTILE IN STREAM UNDER
1
2
2
1
EX. R/W
+79.00
EX. R/W
+79.00
33.00'
+20.00
EX. R/W
+62.00
EX. R/W
+62.00
20.00'
+24.00
64.00'
+28.00
37.93'
+50.00
28.00'
+15.00
53.00'
+75.00
43.00'
+73.00
40.00'
+40.00
F
F
F
F
F
F
F
F
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
201 W. MARION ST-STE 200
TGS ENGINEERS
NAD 83/2011
Bridge #560152
Madison County BP13.R024
DETOUR APPROPRIATE FOR FINAL DETOUR PHASE.
PROTECTION FROM EC-04/CONST.4 AS
MAINTAIN EROSION CONTROL PERIMETER
-L-
-DET-
EC-06/CONST.2B-1
EST. 201 SY
-DET- Sta. 11+50 to 12+50 RT
Control on Slope as Work Allows.
Place Coir Fiber Matting for Erosion
SPILLCORN CREEK
SPILLCORN CREEK
WA
PI Sta 10+40.03
D
L = 79.33'
T = 40.03'
R = 240.00'
PI Sta 12+09.40
D
L = 34.94'
T = 17.75'
R = 80.00'
PI Sta 13+06.72
D
L = 77.86'
T = 42.33'
R = 80.00'
PI Sta 14+35.60
D
L = 81.89'
T = 41.30'
R = 255.00'
-L- CURVE DATA
-L- PC 10+00.00
-L- PT 10+79.33
-L- PC 11+91.65
-L- PT 12+26.59
-L- PC 12+64.39 -L- PC 13+94.30
-L- PT 14+76.18
03 037
02
02
-L- STA 10+50.00
BEGIN PROJECT
-L- STA 14+50.00
END PROJECT
9.6'
9.8'
SE = EXISTSE = EXIST SE = NC SE = NC
022
022
018
01
02
R=25'
SHOP CURVE
TYPE-III
AT-1
AT-1
R=15'
SHOP CURVE
TYPE-III AT-1
IA-MASH TL-2
-L- STA 12+19.90
BEGIN BRIDGE -L- STA 12+77.55
END BRIDGE
PROP. ASPHALT DRIVE
R=7'
R=60'
10'
10'
10'
10'
TO EXIST
50' TAPER
+
65
TYP.
15'
+
30.00
TYP.15'
+35.00
TO EXIST50' TAPER
+
00
9.6'
9.5'
8:1
8:1
8:1
END FDPS
-L- 13+50.00
END FDPS
-L- 11+85.80
BEGIN FDPS
-L- 11+33.62
BEGIN FDPS
-L- PT 13+42.25
02
02
01
R=10'
SHOP CURVE
B-83
+
15MILLING & RESURFACING ONLY
MILLING & RESURFACING ONLY
DS = < 15 MPH DS = < 15 MPH
RIGHT OF WAY
INSIDE PROPOSED NCDOT
ALL OF ROCK FOUNDATION
CONTRACTOR TO REMOVE
0.73 MI TO
SR 1329 BARNES BRANCH RD.
WOODS
SR 1318 BIG LAUREL RD. 19' BST
EXISTING R/W
EXISTING R/W
WOODS
SECONDARY
GROWTH
4SBW
WOODS
RK&CONC WW
EXISTING R/W
RK&CONC WW
SR 1318 BIG LAUREL RD. 19' BST
RK FOUNDATION
WD RUINS
EXISTING R/W
EXISTING R/W
0.07 MI TO
SR 1330 SPILLCORN RD.
SECONDARY
GROWTH
LOW LINE
ELEV=2063.89'
MCKINLEY RICE
ET AL
WOODS
WOODS
SACRED MOUNTAIN WATERS, LLC
9' GR
MTL
13' GR
18' ACCESS EASEMENT PER DB 140 PG 101
EXISTING R/W
RK&CONC WW
MTL WW
11.00'
14.00'
14.00'
11.00'
18.00'
14.00'
16.00'
MCKINLEY RICE
ET AL
PATRICK HENNESSEY
PATRICK HENNESSEY
ITEM)
(STRUCTURES
RIPRAP (TYP.)
CLASS II
1
2
2
1
EX. R/W
+79.00
EX. R/W
+79.00
33.00'
+20.00
EX. R/W
+62.00
EX. R/W
+62.00
20.00'
+24.00
64.00'
+28.00
37.93'
+50.00
28.00'
+15.00
53.00'
+75.00
43.00'
+73.00
40.00'
+40.00
C
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
FC
C
C
F
F
F
F
C
C
C
C
F C C
C
EC-07/CONST.4
WILL NOT BE PLATED WITH STONE.
EXPOSED SOIL UNDER BRIDGE WHICH
PLACE COIR FIBER MATTING ON
WILL NOT BE PLATED WITH STONE.
EXPOSED SOIL UNDER BRIDGE WHICH
PLACE COIR FIBER MATTING ON
EST. 142 SY
-L- Sta. 11+25 to 12+20 RT
Control on Slope as Work Allows.
Place Straw Matting for Erosion
EST. 117 SY
-L- Sta. 12+78 to 13+25 LT
Control on Slope as Work Allows.
Place Straw Matting for Erosion
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
NOTE: UTILIZE TEMPORARY SEDIMENT BASIN OR SPECIAL STILLING
BASIN(S) AS STILLING BASIN WHERE APPLICABLE.
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
201 W. MARION ST-STE 200
TGS ENGINEERS
NAD 83/2011
Bridge #560152
Madison County BP13.R024 EC-04/CONST.4
SPILLCORN CREEK
SPILLCORN CREEK
WA
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
SHEET
HEALING IN DIBBLE PLANTING METHOD
firming soil at top.
5. Push handle forward
PLANTING NOTES:
N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT
protected area.
1. Locate a healing-in site in a shady, well
the root collar is at ground level.
against the sloping end so that
4. Place a single layer of plants
as necessary and water thoroughly.
6. Repeat layers of plants and sawdust
correct depth.
and place seedling at
2. Remove planting bar
USING THE KBC PLANTING BAR
SEEDLING / LINER BAREROOT PLANTING DETAIL
PLANTING DETAILS
MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING:
toward planter.
as shown and pull handle
1. Insert planting bar
root systems from drying.
container to prevent the
canvas bag or similar
shall be kept in a moist
During planting, seedlings
PLANTING BAG
soil at bottom.
toward planter, firming
4. Pull handle of bar
thoroughly.
hole open. Water
6. Leave compaction
12 inches deep and provide drainage.
2. Excavate a flat bottom trench
a sloping angle.
sawdust over the roots maintaining
5. Place a 2 inch layer of well rotted
at one end of the trench.
well rotted sawdust at a sloping angle
rotted sawdust. Place a 2 inch layer of
3. Backfill the trench with 2 inches well
2 inch
from seedling.
2 inches toward planter
3. Insert planting bar
1 inch thick at center.
4 inches wide and
be 12 inches long,
cross section, and shall
blade with a triangular
Planting bar shall have a
KBC PLANTING BAR
root collar.
10 inches below the
no roots extend more than
pruned, if necessary, so that
All seedlings shall be root
ROOT PRUNING
REFORESTATION
AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE.
TREE REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT. ON CENTER, RANDOM SPACING,
REFORESTATION
REFORESTATION DETAIL SHEET
RF-1BP13.R024N.C.
25% NYSSA SYLVATICA
25% BETULA NIGRA
25% PLATANUS OCCIDENTALIS
25% LIRIODENDRON TULIPIFERA
BLACK GUM
RIVER BIRCH
SYCAMORE
TULIP POPLAR
12 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR