20201640 Ver 1_C17_EC and Construction Seq_20201202

NA 2011NAD 83/CREEK(SR 2736)
TO BALDWIN RD
(SR 1500)
OSSIPEE RD
TO GIBSONVILLE
-L- STA. 11+50.00
BEGIN PROJECT 17BP.7.C.17
-L- STA. 13+25.00
END PROJECT 17BP.7.C.17
-L- STA. 12+50.00
PROP CULVERT
-L- SR 2735 (SOCKWELL RD)-L- SR 2735 (SOCKWELL RD)
NFRASTRUCTURE
CHARLOTTE, NORTH CAROLINA 28273
IUS IUS
OF CAROLINA, INC.
N.C. LICENSE # C-1950
9140 ARROWPOINT BLVD, SUITE 200
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
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PLAN FOR PROPOSED
HIGHWAY EROSION CONTROL EROSION AND SEDIMENT CONTROL MEASURES
Temporary Silt Ditch
Temporary Silt Fence
Silt Basin Type B
Stilling Basin
TDTemporary Diversion
Temporary Rock Silt Check Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Sediment Dam Type-A
Temporary Rock Sediment Dam Type-B
Type A
Type B
Type C
A
B
C
Temporary Silt Fence
TSD
Std. #Description Symbol

Temporary Berms and Slope Drains
Rock Inlet Sediment Trap:
1630.03
1630.05
1605.01
1622.01
1633.01
1634.01
1634.02
1635.01
1635.02
1630.04
1632.01
1632.02
1632.03
Rock Pipe Inlet Sediment Trap Type-A
Rock Pipe Inlet Sediment Trap Type-B
Temporary Rock Sediment Dam Type A
Temporary Rock Sediment Dam Type B
Temporary Silt Fence
Roadway Standard Drawings

The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
Rock Pipe Inlet Sediment Trap Type A
EC-1
1606.01 Special Sediment Control Fence
1634.01
1634.02
1635.01
1605.01
1630.01
Temporary Berms and Slope Drains
1606.01
1622.01
Special Sediment Control Fence
Riser Basin
1635.02 Rock Pipe Inlet Sediment Trap Type B
1604.01 Railroad Erosion Control Detail
1607.01 Gravel Construction Entrance
Skimmer Basin

Tiered Skimmer Basin
Infiltration Basin
Special Stilling Basin1630.06
Temporary Rock Silt Check Type-A with
Matting and Polyacrylamide (PAM)
Wattle/Coir Fiber Wattle
Wattle/Coir Fiber Wattle
with Polyacrylamide (PAM)
1630.02
1633.02
1630.05 Temporary Diversion
1630.04 Stilling Basin
1630.03 Temporary Silt Ditch
1630.02 Silt Basin Type B
1630.06 Special Stilling Basin
1631.01 Matting Installation
1632.02
1632.01
Rock Inlet Sediment Trap Type B
Rock Inlet Sediment Trap Type A
1632.03 Rock Inlet Sediment Trap Type C
1633.01
1633.02 Temporary Rock Silt Check Type B
Temporary Rock Silt Check Type A
1640.01 Coir Fiber Baffle
1645.01 Temporary Stream Crossing
EW
CFW
ROADSIDE ENVIRONMENTAL UNIT
Raleigh, NC 27611
1 South Wilmington St.
Prepared in the Office of:
NAME LEVEL III CERTIFICATION NO.
Reviewed by:
Reviewed in the Office of:
Designed by:
SANDRA P. HAYES, PE
GUILFORD COUNTY
2018 STANDARD DRAWINGS
3280
LOCATION:
TYPE OF WORK:
CONSTRUCTION.
GRUBBING PHASE OF
FOR CLEARING AND
EROSION CONTROL PLANS
THIS PROJECT CONTAINS
GRAPHIC SCALE
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
10 20
10 20
2 4
0
0
0
RESOURCES.
RESOURCES DIVISION OF WATER
OF ENVIRONMENT AND NATURAL
THE NORTH CAROLINA DEPARTMENT
AUGUST 1, 2016 AND ISSUED BY
CONSTRUCTION PERMIT EFFECTIVE
BY THE NCG-010000 GENERAL
THE REGULATIONS SET FORTH
CONTROL PLANS COMPLY WITH
THESE EROSION AND SEDIMENT
GRADING, PAVING, SHOULDER CONSTRUCTION,
GUARDRAIL, & CULVERT
17BP.7.C.17
WBS PROJECT: 17BP.7.C.17REPLACE PIPE #40 2112 ON
SR 2735 (SOCKWELL RD) -
1.2 MI. E. JCT. NC 61
AARON HARPER
2018 STANDARD SPECIFICATIONS
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest
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

FLOW
A A
WIDTH
PLAN
SECTION A-A
SECTION B-B
B
B
2/3 CHANNEL
STRUCTURAL STONE
SEDIMENT CONTROL STONE
12"
EXCELSIOR
MATTING
EXCELSIOR
MATTING
CLASS B STONE
PAM
INSET A
See Inset A
USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
EXCELSIOR
MATTING CLASS B STONE
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
NOT TO SCALE
TEMPORARY ROCK SILT CHECK TYPE 'A' WITH
EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE
MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
TO BE APPLIED TO EACH ROCK SILT CHECK.
INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
(4 OZ.)
H = 2' MIN
1' MIN
1' MIN
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01.
NOTES:
EC-217BP.7.C.17
4
SUBTOTAL
MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER
TOTAL
SAY
SIDESTATION
TO
STATION
FROM
LINESHEET NO.
CONST
ESTIMATE (SY)STATION
TO
SIDESTATION
FROM
LINE
SHEET NO.
CONST
ESTIMATE (SY)
MATTING FOR EROSION CONTROL PERMANENT SOIL REINFORCEMENT MAT
SUBTOTAL
TOTAL
SAY
ADDITIONAL PSRM TO BE INSTALLED

SHEET NO.PROJECT REFERENCE NO.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
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.
SOIL STABILIZATION SUMMARY SHEET
4
-L-
-L-
11+50 lt 490
EC-3
11+50
13+25
13+25 rt 430
920
950
950
30
17BP.7.C.17
NA 2011NAD 83/B
STN
STN
10'10'10'10'++++10'10'GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
1
1
GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
690 685
680 675675680685690695700670666686
6 8 4
6 8 2
674672672674682684686695SR 2735 (SOCKWELL RD) 20' BST
2
3
4
S
S
S1-9
S1-8
S1-7
12' SOILS1-4
S1-5
S1-3
W1-4
S1-6
S1-1
S1-2
WOODS
WOODS 48" W/WW/W ELECTRIC FENCE
W-5
& CAP
REBAR
60.00'60.00'DB 4486 PG 1855
DB 4486 PG 1855
DB 4486 PG 1851
DB 4486 PG 1851
NAIL SET IN POWER POLE
TBM #2 EL=692.43'
BL-100
NAIL SET IN 23" HICKORY
TBM #1 EL=684.43'
WITH FLAGGING
1" PVC
24" CEDAR
WD POST 16' SOIL PATHWD POST
WD POST
15" RCP
CONC.
CONC.
WOODS
15" DIP48" W/WS
S EX. 72" ATPEX. INV=667.22'
EX. INV=667.32'
-L- -L-
EXISTING R/W & CAP
REBAR
PB 185 PG 118
CONSERVATION EASEMENT
NORTH CAROLINA
EXISTING R/W
EXISTING R/W
EXISTING R/W
WOODS
(SR 2736)
TO BALDWIN RD
(SR 1500)
OSSIPEE RD
TO GIBSONVILLE
WOODSPOT Sta. 10+00.00PI Sta. 13+96.87POT Sta. 14+97.15
EXEX0.020.020.020.02EXEXSKEW=95
W/ HEADWALL & ENDWALL
87"x63" CAAPA
C ELEV.=677.64'
C STA. 12+50.00 -L-L
L
GREU TL-3 GREU TL-3
GREU TL-3
GREU TL-3
+62
30'
+13
45'
+56
53'+89
30'
+44
52'
+09
30'
+84
30'
48" W/W FENCE
RESET 160 LF OF
EX. 72" ATP
REMOVE
EST 13 SY GEOTEXTILE
EST 4 TONS
SEE DETAIL A
TOE PROTECTION
EST 30 SY GEOTEXTILE
EST 10 TONS
SEE DETAIL A
TOE PROTECTION
EST 15 SY GEOTEXTILE
EST 10 TONS
SEE DETAIL B
W/CLASS I RIP RAP
OUTLET CHANNEL BANKS
EST 15 SY GEOTEXTILE
EST 10 TONS
SEE DETAIL B
W/CLASS I RIP RAP
INLET CHANNEL BANKS
RETAIN
RETAIN
REMOVE CONCRETE
-L- STA. 11+50.00
BEGIN PROJECT 17BP.7.C.17
-L- STA. 13+25.00
END PROJECT 17BP.7.C.17REVISIONS
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/990
GRAPHIC SCALE
20 401020
EC-4/CONST.4
ENGINEER.
NEED TO BE INSTALLED AS DIRECTED BY THE
ADDITIONAL EROSION CONTROL DEVICES MAY
REQUIRE PRIOR APPROVAL BY ENGINEER.
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
NOTE:
UTILIZE TEMPORARY SEDIMENT BASIN OR SPECIAL STILLING
BASIN(S) AS STILLING BASIN WHERE APPLICABLE.
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B
DRAINAGE OUTLETS.
AND TEMPORARY ROCK SILT CHECKS TYPE - A AT INSTALLED DURING CLEARING AND GRUBBING PHASE.
PERIMETER EROSION CONTROL MEASURES SHALL BE
NOTE:
LOCATED WITHIN EXISTING R/W OR EASEMENT.
ALL EROSION CONTROL DEVICES SHOWN ARE
NOTE:
12,870 SF
DISTURBED AREA
CONSTRUCTION SHEET 4
EROSION CONTROL FOR
CLEARING AND GRUBBING
17BP.7.C.17
SILL & CHANNEL DETAIL B
INLET/OUTLET
NOT TO SCALE
INLET & OUTLET
SILL INSET 2 ft MIN
INLET & OUTLET
SILL INSET 2 ft MIN
FLOW
SILL
PLAN VIEW
PROFILE VIEWX-SECTION VIEW
TO TOP OF BANK
@ 1.5:1 OR FLATTER
CLASS I RIP RAP
1 ft SILL
NOTES:
-SILL DIMENSIONS THE SAME @ INLET AND OUTLET
87"x63" CAAPA
FROM STA. 12+58 TO STA. 12+76 -L- RT
FROM STA. 11+86 TO STA. 12+35 -L- LT
Fill Slope2:1 or Flatter
b= 2 Ft.
d= 1 Ft.
Type of Liner= CLASS B Rip-Rap
b
DETAIL A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
F
F
F
F
F
F
NA 2011NAD 83/B
STN
STN
10'10'10'10'++++10'10'GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
SR 2735 (SOCKWELL RD) 20' BST
2
3
S
S 12' SOILWOODS 48" W/WW/W ELECTRIC FENCE
& CAP
REBAR
60.00'DB 4486 PG 1855
DB 4486 PG 1855
DB 4486 PG 1851
NAIL SET IN POWER POLE
TBM #2 EL=692.43'
BL-100
NAIL SET IN 23" HICKORY
TBM #1 EL=684.43'
WITH FLAGGING
1" PVC
24" CEDAR
WD POST 16' SOIL PATHWD POST
WD POST
15" RCP
CONC.
CONC.
WOODS
15" DIP48" W/WS
S EX. 72" ATPEX. INV=667.22'
EX. INV=667.32'
-L-
EXISTING R/W & CAP
REBAR
PB 185 PG 118
CONSERVATION EASEMENT
NORTH CAROLINA
EXISTING R/W
WOODS
WOODSEXEX 0.020.020.020.02EXEXSKEW=95
W/ HEADWALL & ENDWALL
87"x63" CAAPA
C ELEV.=677.64'
C STA. 12+50.00 -L-L
L
GREU TL-3 GREU TL-3
GREU TL-3
GREU TL-3
48" W/W FENCE
RESET 160 LF OF
EX. 72" ATP
REMOVE
DIKE 2
IMPERVIOUS
DIKE 1
IMPERVIOUS
EST 13 SY GEOTEXTILE
EST 4 TONS
SEE DETAIL A
TOE PROTECTION
EST 30 SY GEOTEXTILE
EST 10 TONS
SEE DETAIL A
TOE PROTECTION
EST 15 SY GEOTEXTILE
EST 10 TONS
SEE DETAIL B
W/CLASS I RIP RAP
OUTLET CHANNEL BANKS
EST 15 SY GEOTEXTILE
EST 10 TONS
SEE DETAIL B
W/CLASS I RIP RAP
INLET CHANNEL BANKS
RETAIN
RETAIN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
CONSTRUCTION SEQUENCE PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
0
GRAPHIC SCALE
20 401020
LOCATED WITHIN EXISTING R/W OR EASEMENT.
ALL EROSION CONTROL DEVICES SHOWN ARE
NOTE:
EC-4A/CONST.417BP.7.C.17
12
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
UPON STABILIZATION OF ALL DISTURBED AREAS, REMOVE ALL TEMPORARY SEDIMENT CONTROL DEVICES.
CONDITIONS.
PREPARE AND STABILIZE SLOPES AND ALL OTHER DISTURBED AREAS. AREAS WITHIN JURISDICTIONAL WATERS SHALL BE RESTORED TO THE PRE-PROJECT
CULVERT(S).
REMOVE DOWNSTREAM, THEN UPSTREAM DIKE(S), ALL PUMPS, HOSES, AND STABILIZED OUTLETS. ALLOW FLOW THROUGH NEWLY CONSTRUCTED
UPON COMPLETION OF WORK, REMOVE ANY SEDIMENT ACCUMULATION BEHIND IMPERVIOUS DIKES.
PLANS.
CONSTRUCT PROPOSED CULVERT(S), HEADWALL & ENDWALL (AS REQUIRED BY PLANS), BACKFILL, CHANNEL IMPROVEMENTS, AND PROPOSED ROADWAY PER
PERFORM REQUIRED EXCAVATION FOR PROPOSED CULVERT(S) INCLUDING REMOVAL OF EXISTING CULVERT(S).
DE-WATER THE WORKING AREA, AS NEEDED FOR CONSTRUCTION, INTO THE SPECIAL STILLING BASIN AND TEMPORARY STABILIZED OUTLET.
INSTALL DOWNSTREAM IMPERVIOUS DIKE(S), DE-WATERING PUMP(S), AND TEMPORARY FLEXIBLE HOSE(S).
INSTALL UPSTREAM IMPERVIOUS DIKE(S) AND BEGIN PUMPING (CLEAN WATER EFFLUENT) DOWNSTREAM TO TEMPORARY STABILIZED OUTLET.
INSTALL CLEAN WATER PUMP-AROUND PUMP(S) AND TEMPORARY FLEXIBLE HOSE(S).
REFER TO STD. DRAWING 1630.06.
INSTALL SPECIAL STILLING BASIN (DE-WATERING BAG) AND TEMPORARY STABILIZED OUTLET(S) AT THE DOWNSTREAM END OF THE WORKING AREA.
INSTALL TEMPORARY SEDIMENT CONTROL DEVICES: PERIMETER EROSION CONTROL, SAFETY FENCING, AND JURISDICTIONAL FLAGGING.
RESIDENT ENGINEER.
DIRECTED, AND IN SUCH A MANNER APPROVED BY THE
MATERIAL, IN LOCATIONS NOTED ON THE PLANS OR AS
DIKES SHALL BE CONSTRUCTED OF AN ACCEPTABLE
CONTRIBUTE TO SILTATION OF THE STREAM. IMPERVIOUS
SEEPAGE OF WATER INTO THE CONSTRUCTION SITE OR
THE IN-STREAM WORKING AREA AND SHALL NOT PERMIT
IMPERVIOUS DIKES SHALL BE CONSTRUCTED TO ISOLATE2.
DIKES AND KEPT DE-WATERED.
OR IN CHANNEL SECTIONS ISOLATED BY IMPERVIOUS
EXCAVATION SHALL BE PERFORMED IN DRY CONDITIONS
ALL CULVERT AND CHANNEL WORK INVOLVING 1.

NOTES:
-L- STA. 11+50.00
BEGIN PROJECT 17BP.7.C.17
-L- STA. 13+25.00
END PROJECT 17BP.7.C.17
F
F
F
F
F
F
NA 2011NAD 83/B
STN
STN
10'10'10'10'++++10'10'GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
1
1
GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
SR 2735 (SOCKWELL RD) 20' BST
2
3
S
S
S1-9
S1-8
S1-7
12' SOILS1-4
S1-5
S1-3
W1-4
S1-6
S1-2
WOODS 48" W/WW/W ELECTRIC FENCE
W-5
& CAP
REBAR
60.00'60.00'DB 4486 PG 1855
DB 4486 PG 1855
DB 4486 PG 1851
DB 4486 PG 1851
NAIL SET IN POWER POLE
TBM #2 EL=692.43'
BL-100
NAIL SET IN 23" HICKORY
TBM #1 EL=684.43'
WITH FLAGGING
1" PVC
24" CEDAR
WD POST 16' SOIL PATHWD POST
WD POST
15" RCP
CONC.
CONC.
WOODS
15" DIP48" W/WS
S EX. 72" ATPEX. INV=667.22'
EX. INV=667.32'
-L- -L-
EXISTING R/W & CAP
REBAR
PB 185 PG 118
CONSERVATION EASEMENT
NORTH CAROLINA
EXISTING R/W
EXISTING R/W
EXISTING R/W
WOODS
(SR 2736)
TO BALDWIN RD
(SR 1500)
OSSIPEE RD
TO GIBSONVILLE
WOODSPOT Sta. 10+00.00PI Sta. 13+96.87POT Sta. 14+97.15
EXEX0.020.020.020.02EXEXSKEW=95
W/ HEADWALL & ENDWALL
87"x63" CAAPA
C ELEV.=677.64'
C STA. 12+50.00 -L-L
L
GREU TL-3 GREU TL-3
GREU TL-3
GREU TL-3
+62
30'
+13
45'
+56
53'+89
30'
+44
52'
+09
30'
+84
30'
48" W/W FENCE
RESET 160 LF OF
EX. 72" ATP
REMOVE
EST 13 SY GEOTEXTILE
EST 4 TONS
SEE DETAIL A
TOE PROTECTION
EST 30 SY GEOTEXTILE
EST 10 TONS
SEE DETAIL A
TOE PROTECTION
EST 15 SY GEOTEXTILE
EST 10 TONS
SEE DETAIL B
W/CLASS I RIP RAP
OUTLET CHANNEL BANKS
EST 15 SY GEOTEXTILE
EST 10 TONS
SEE DETAIL B
W/CLASS I RIP RAP
INLET CHANNEL BANKS
RETAIN
RETAIN
W/HW & EW
87" x 63" CAAPA
REMOVE CONCRETE
-L- STA. 11+50.00
BEGIN PROJECT 17BP.7.C.17
-L- STA. 13+25.00
END PROJECT 17BP.7.C.17REVISIONS
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 ENGINEER.
NEED TO BE INSTALLED AS DIRECTED BY THE
ADDITIONAL EROSION CONTROL DEVICES MAY
REQUIRE PRIOR APPROVAL BY ENGINEER.
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
0
GRAPHIC SCALE
20 401020
Sta. 11+50 to Sta. 13+25
on Slope as Work Allows.
Place Matting for Erosion Control
EC-5/CONST.4
SHEET 4
FOR CONSTRUCTION
FINAL EROSION CONTROL
LOCATED WITHIN EXISTING R/W OR EASEMENT.
ALL EROSION CONTROL DEVICES SHOWN ARE
NOTE:
17BP.7.C.17
F
F
F
F
F
F