20190120 Ver 1_R-5779_EC_Planset_011036358_erp_20190128

2130.132130.172130.022128.6115' WATER LINE EASEMENT PER DB 510 PG 413
15' WATER LINE EASEMENT PER DB 510 PG 413
20' WATER LINE EASEMENT PER DB 510 PG 412
AT&T EASEMENT
TRACT NC-MA-002800
15
.00'15.00'TRACT NC-MA-002800
AT&T EASEMENT
15.00'10/15/2018K:\RAL_Roadway\011036358 - R-5779\Environmental\Proj\011036358_ec_tsh.dgnGRAPHIC SCALE
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
0
0
0
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
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest
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
5025
5025
105
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
PLAN FOR PROPOSED
HIGHWAY EROSION CONTROL
LOCATION:
TYPE OF WORK:CONTRACT:TIP PROJECT: R-5779ROADSIDE ENVIRONMENTAL UNIT
Raleigh, NC 27611
1 South Wilmington St.
2012 STANDARD SPECIFICATIONS
Prepared in the Office of:
NAME LEVEL III CERTIFICATION NO.
Reviewed by:
Reviewed in the Office of:
Designed by:

XXXXX
C 2017
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27636
P.O. BOX 33068
NC LICENSE #F-0102
RESOURCES.
RESOURCES DIVISION OF WATER
OF ENVIRONMENT AND NATURAL
THE NORTH CAROLINA DEPARTMENT
AUGUST 3, 2011 AND ISSUED BY
CONSTRUCTION PERMIT EFFECTIVE
BY THE NCG-010000 GENERAL
THE REGULATIONS SET FORTH
CONTROL PLANS COMPLY WITH
THESE EROSION AND SEDIMENT
R-5779
Vance Blanton 3708(D
R
IV
EW
A
Y
)-Y
1-4
5
U
S-23
A
L
T
T
O

U
S
-19/
-Y1- Sta. 10+95.00
BEGIN CONSTRUCTION
-L- Sta. 10+13.18
BEGIN TIP PROJECT R-5779
-Y2-
I-26 WB
-L- Sta. 28+45.00
END TIP PROJECT R-5779
MADISON COUNTY
GRADING, DRAINAGE, PAVING, AND SIGNALS
SR-1549 (CALVIN EDNEY ROAD)
EXTENSION OF SR-1631 (CROSSROADS PARKWAY) SOUTH TO
-DR1- Sta. 10+20.00
END CONSTRUCTION
(CALVIN
EDNEY
ROAD)
SR
1549
-Y-
TO SR 1605
TO SR 1548(CROSSROADS PARKWAY)
SR 1631
-L-
UT to BIG BRANCH
BIG BRANCH
6.55 AC
DISTURBED AREA
ADP-1631 (004)44834.1.1 PE
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
C 20175/14/99R-5779
10/15/2018K:\RAL_Roadway\011036358 - R-5779\Environmental\Proj\011036358_ec_psh_details.dgnE&SC PLANS
STEEL POST - 2'-0" DEPTH
BAFFLE MATERIAL
AND ON WIRE EVERY 12"
AND SECURE WITH PLASTIC TIES AT POSTS
DRAPE BAFFLE MATERIAL OVER WIRE STRAND
BAFFLE MATERIAL
STAPLE
LANDSCAPE
11 GAUGE
SECURE TO VERTICAL POST
BAFFLE TO SIDE OF BASIN AND
INSTALL T-POST TO ANCHOR
VARIABLE DEPTH
3'
4' MAX.
CONSTRUCTION DETAIL ENGLISH
USING 12" LANDSCAPE STAPLES
TO THE BOTTOM AND SIDES OF BASIN
BAFFLE MATERIAL SHALL BE SECURED
AT 12" MAXIMUM SPACING
TO GROUND WITH 12" STAPLES
SECURE BOTTOM OF BAFFLE
12"
COIR FIBER BAFFLE DETAIL
BAFFLE MATERIAL
TO POST TO SUPPORT
SHALL BE SECURED
TENSION WIRE STRAND
9 GAUGE MIN HIGH
NOTES:
SPILLWAY ELEVATION.
SHALL NOT BE BELOW BASE OF EMERGENCY
3. TOP HEIGHT OF COIR FIBER BAFFLES
SPACING OF 1/3 THE BASIN LENGTH.
LESS THAN 20 FT. IN LENGTH WITH A
INSTALLED IN SILT BASINS AND DAMS
2. TWO(2) COIR FIBER BAFFLES CAN BE
SPACING OF ‚ THE BASIN LENGTH.
DAMS AT DRAINAGE OUTLETS WITH A
BAFFLES IN SILT BASINS AND SEDIMENT
1. INSTALL THREE(3) COIR FIBER
EC-2
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
C 20175/14/99R-5779
10/15/2018K:\RAL_Roadway\011036358 - R-5779\Environmental\Proj\011036358_ec_psh_details.dgnNATURAL GROUND
NATURAL GROUND
FLOW
2'(MAX.)
CROSS SECTION
CROSS SECTION
TRAPEZOIDAL DITCH
VEE DITCH
EDGE OF PAVEMENT
ISOMETRIC VIEW
PAVEMENT
SHLD.
SLOPE
BACK
SLOPEDITCH
STAKE
2' UPSLOPE
MATTING
STAKE
2' DOWNSLOPE
STAKE
2' UPSLOPE
MATTING
STAKE
2' DOWNSLOPE
TOP VIEW
6'(MIN.)
12"(MIN.)
STAKE
UPSLOPE
STAKE
DOWNSLOPE
MATTING
MATTING
See Inset B
INSET B
STAPLES
VAR.
2'(MIN.)
2 IN.
See Inset A
INSET A
STAKES
COIR FIBER WATTLE DETAIL
STANDARD SPECIFICATIONS.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
CROSS SECTION.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE.
NOTES:
COIR FIBER WATTLE
EC-2A
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
C 20175/14/99R-5779
10/15/2018K:\RAL_Roadway\011036358 - R-5779\Environmental\Proj\011036358_ec_psh_details.dgnMATTING INSTALLATION DETAIL
NOTES:
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION.
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
MATTING IN DITCHES
MATTING ON SLOPES
BACKFILL
MATTING SHALL BE
PLACED IN TRENCH
AND BACKFILLED
18"
(MIN.)
6" MIN
STAPLES ON
1' CENTERS
IN TRENCH
EXISTING
GROUND
6"
(MIN.)
S L OP E
STAPLES ON
1' CENTERS
IN TRENCH
NOT TO SCALE
A
B
A
B
A
4"
4"
10"
10"
10"
DIAGRAM B
DIAGRAM A
10"
6"
30'
C
4"
4"
30'
C
STAPLE
CHECK
10"
4"
4"
Staple
Check
Staple
Staple Check Pattern
DIAGRAM c1 1/2'6'
3'
3'
Staple
EC-2B
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
C 20175/14/99R-5779
10/15/2018K:\RAL_Roadway\011036358 - R-5779\Environmental\Proj\011036358_ec_psh_details.dgnNOTES
NOT TO SCALE

W
DD
D DROPE
PERMANENT DITCH
TEMPORARY OR
D
MIN.
MIN.
STEEL POSTS (QUANTITY VAR.)
SKIMMER (SIZE VAR.)
STONE PAD
PIPE (12 IN.)
PLASTIC SLOPE DRAIN
1'
1.5'
4' (MAX.)AD
SECTIONAL VIEW
E
TRASH RACK
PIPE
TOP OF EMBANKMENT
4' MIN.
1' MIN.
MIN.
1'
SKIMMER
CLASS B STONE PAD
(4' x 4' x 1' MIN.)
PLAN VIEW
.NIM '6A4'DMAX.
4"
MAX.
12"
STORMWATER BASIN WITH SKIMMER
VARI
ABLEVARIABLE
RISER STRUCTURE
EMBANKMENT
DISSIPATOR
STONE ENERGY
(SEE ROADWAY STANDARD DRAWING NO. 1640.01)
COIR FIBER BAFFLES
RISER STRUCTURE
6. THE DIFFERENCE BETWEEN LENGTHS "D" AND "E" REPRESENT THE FREEBOARD AND SHOULD BE 1 FT. MINIMUM.
5. PLASTIC SLOPE DRAIN PIPE AT INLET OF BASIN MAY BE REPLACED BY FILTRATION GEOTEXTILE AS DIRECTED.
4. THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND COUPLING.
3. INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT 1 FT. FROM BOTTOM OF BASIN.
2. INSTALL A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH ROADWAY STD. DRAWING 1640.01.
1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES.
PROPOSED BASIN SPECIFICATIONS.
CONSTRUCT EMBANKMENT TO PERMANENT
COUPLING
RIGID
OR STAPLE
METAL POST
WOOD STAKE,
EC-2C
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
C 20175/14/99R-5779
10/15/2018K:\RAL_Roadway\011036358 - R-5779\Environmental\Proj\011036358_ec_psh_details.dgnELEVATION VIEW
NATURAL GROUND
NATURAL GROUND
FLOW
1' MIN.
1' MIN.
CROSS SECTION
CROSS SECTION
TRAPEZOIDAL DITCH
VEE DITCH
12" MIN.
SILT BASIN
OPTIONAL TYPE "B"4'-6"
EDGE OF PAVEMENT
ISOMETRIC VIEW
PAVEMENT
SHLD.
DITCH CHECK
TEMP. STONE
SLOPE
BACK
SLOPEDITCH
TRAP
SEDIMENT
12"
STRUCTURAL STONE
BASE OF DITCH
TEMPORARY ROCK SILT CHECK TYPE 'B' DETAIL
GRADE LESS THAN 3%.
ONE (1) ACRE DRAINAGE AREA AND A DITCH
CLASS "A" STONE FOR SITES HAVING LESS THAN
THE ENGINEER MAY DIRECT THE OPTION OF
STRUCTURAL STONE.
USE CLASS 'B' EROSION CONTROL STONE FOR
NOTES:
EC-2D
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
C 20175/14/99R-5779
10/15/2018K:\RAL_Roadway\011036358 - R-5779\Environmental\Proj\011036358_ec_psh_details.dgnNATURAL GROUND
NATURAL GROUND
FLOW
2'(MAX.)
CROSS SECTION
CROSS SECTION
TRAPEZOIDAL DITCH
VEE DITCH
EDGE OF PAVEMENT
ISOMETRIC VIEW
PAVEMENT
SHLD.
SLOPE
BACK
SLOPEDITCH
STAKE
2' UPSLOPE
MATTING
STAKE
2' DOWNSLOPE
STAKE
2' UPSLOPE
MATTING
STAKE
2' DOWNSLOPE
TOP VIEW
6'(MIN.)
12"(MIN.)
EXCELSIOR WATTLE
STAKE
UPSLOPE
STAKE
DOWNSLOPE
MATTING
MATTING
See Inset B
INSET B
STAPLES
VAR.
2'(MIN.)
2 IN.
See Inset A
INSET A
STAKES
WATTLE DETAIL
STANDARD SPECIFICATIONS.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
CROSS SECTION.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
NOTES:
EC-2E
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
C 20175/14/99R-5779
10/15/2018K:\RAL_Roadway\011036358 - R-5779\Environmental\Proj\011036358_ec_psh_details.dgn1 1 1 1GRAVEL CONSTRUCTION ENTRANCEGRAVEL CONSTRUCTION ENTRANCE

1607.01 1607.01RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FORNOTE: PLACE FILTER FABRIC BENEATH STONE7-067-0650 FT.12 FT. PUBLIC ROAD
CLASS "A" STONE
8 IN. MIN. DEPTH
BY THE ENGINEER.
7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
BE DETERMINED BY THE ENGINEER.
6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
MAINTENANCE.
PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY
ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT
CLEANED UP IMMEDIATELY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
BY ALL CONSTRUCTION VEHICLES.
2. LOCATE ENTRANCE(S) TO PROVIDE FOR UTILIZATION
TRUCKS.
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
NOTES:
AA
SECTION A-A 7'-6"
1'-6"
1'-6"
4'-8"
6"
1'-2"2' MIN.
STONE
CONTROL
SEDIMENT
STONE
STRUCTURAL
WATER
FILTERED
12"
1632.01 1632.01
1 1 1 1ROCK INLET SEDIMENT TRAP TYPE `A'ROCK INLET SEDIMENT TRAP TYPE `A'RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FORANY DIVERSION POINT.
BELOW THE SHOULDER OR
A MINIMUM OF ONE FOOT
CONSTRUCT TOP OF BERM
STRUCTURAL STONE.
USE CLASS 'B' STONE FOR
FOR SEDIMENT CONTROL.
USE NO. 5 OR NO. 57 STONE
BY ENGINEER.
FULL OR AS DIRECTED
CLEAN SEDIMENT WHEN
NOTE:7-067-06 AA 5'-0"
1'-0"
1'-6"
4'-8"
6"
1'-2"
STONE
CONTROL
SEDIMENT
STONE
STRUCTURAL
WATER
FILTERED
12"
SECTION A-A
1'-6"
1632.02 1632.02
1 1 1 1ROCK INLET SEDIMENT TRAP TYPE `B'ROCK INLET SEDIMENT TRAP TYPE `B'RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FORDIVERSION POINT.
THE SHOULDER OR ANY
MINIMUM OF ONE FOOT BELOW
CONSTRUCT TOP OF BERM A
THE ENGINEER.
OTHERWISE SPECIFIED BY
MINIMUM ACCEPTABLE UNLESS
DIMENSIONS SHOWN ARE
FOR SEDIMENT CONTROL.
USE NO. 5 OR NO. 57 STONE
STRUCTURAL STONE.
USE CLASS 'A' STONE FOR
NOTE:7-067-06WIRE MESH
AA
SECTION A-A
YY
SECTION Y-Y
MULTI-DIRECTIONAL FLOW SINGLE-DIRECTIONAL FLOW
2'
2'
2'
6"
1'-6"
‚" WIRE MESH
‚" WIRE MESH
CONTROL STONE
SEDIMENT
WATER
FILTERED
12"
2'
2'
6"
1'-6"
CONTROL STONE
SEDIMENT
WATER
FILTERED
FLOW FLOW
*
MAXIMUM POST SPACING 4 FT.
**
SEE NOTE FOR POST DESCRIPTION
DIMENSION VARIABLE
AVERAGE BOX
DIMENSION VARIABLE
AVERAGE BOX
1632.03 1632.03
1 1 1 1ROCK INLET SEDIMENT TRAP TYPE `C'ROCK INLET SEDIMENT TRAP TYPE `C'RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FOR‚" WIRE MESH
OF 4'.
SPACE POST A MAXIMUM
ANGLE STEEL TYPE.
OF THE SELF-FASTENER
1.5' DEEP MINIMUM, AND
USE 5' STEEL POST, INSTALLED
SEDIMENT CONTROL STONE.
INSTALL WIRE MESH UNDER
DIVERSION POINT.
THE SHOULDER OR ANY
A MINIMUM OF ONE FOOT BELOW
PLACE TOP OF WIRE MESH
1/4 INCH MESH OPENINGS.
MESH HARDWARE CLOTH WITH
USE 24 GAUGE MINIMUM WIRE
FOR SEDIMENT CONTROL STONE.
USE NO. 5 OR NO. 57 STONE
NOTE
EC-2F
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
C 20175/14/99R-5779
10/15/2018K:\RAL_Roadway\011036358 - R-5779\Environmental\Proj\011036358_ec_psh_details.dgn1606.01 1606.01
1 1 1 1SPECIAL SEDIMENT CONTROL FENCESPECIAL SEDIMENT CONTROL FENCESEDIMENT CONTROL STONE

SEDIMENT CONTROL STONE
WATER FLOW
STEEL POST - 2 ft DEPTH
2:1
*DIMENSION
VARIABLE RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FOR2 ft
3 ft
‚ WIRE MESH
1 ft min
‚ WIRE MESH
1 ft min
2 ft
‚ WIRE MESH DD
DDD SPACE POST A MAXIMUM OF 3 FT.
POST 2 FT. DEEP MINIMUM.
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
WITH 1/4 INCH MESH OPENINGS.
USE HARDWARE CLOTH 24 GAUGE WIRE MESH

CONTROL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
GENERAL NOTES:
COMPACTED SOIL
FLOW
CROSS SECTIONAL VIEW
2' MINIMUM
1'-6"
MINIMUM
6' TYPICAL
TEMPORARY DIVERSIONTEMPORARY DIVERSION1630.05 1630.05
1 1 1 1RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FOR

FLOW
A A
*T = 12" MIN., 18" MAX.
H
WIDTH
*T
PLAN
SECTION A-A
SECTION B-B
B
B
2/3 CHANNEL
STRUCTURAL STONE
SEDIMENT CONTROL STONE
2' MIN
2' MIN
L=3xH
12"
1633.01 1633.01
1 1 1 1TEMPORARY ROCK SILT CHECK TYPE `A'TEMPORARY ROCK SILT CHECK TYPE `A'RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FORCONTROL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
FOR STRUCTURAL STONE.
USE CLASS 'B' EROSION CONTROL STONE
NOTE
FILTER FABRIC
COMPACTED FILL
WIRE
NOTES
OF 6 LINE WIRES WITH 12" STAY
SPACING.
DIRECTED BY THE ENGINEER.
FILTER FABRIC
8"
4"
WIRE INTO TRENCH
EXTENSION OF FABRIC AND
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)TEMPORARY SILT FENCETEMPORARY SILT FENCE1 1 1 1
SHALL BE 12• GAUGE MIN.
MIDDLE AND VERTICAL WIRES
SHALL BE 10 GAUGE MIN.
TOP AND BOTTOM STRANDRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FOR1605.01 1605.01
STEEL POST - 2'-0" DEPTH
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
USE FILTER FABRIC A MINIMUM
OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRE AS
PROVIDE 5'-0" STEEL POST OF THE
SELF-FASTENER ANGLE STEEL TYPE.
EC-2G
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
C 20175/14/99R-5779
10/15/2018K:\RAL_Roadway\011036358 - R-5779\Environmental\Proj\011036358_ec_psh_details.dgnNATURAL GROUND LINE
AA5' MIN.
ASTAGE BUILDUP OF FILL
TEMPORARY SLOPE DRAIN
ELBOW
ELBOW
FINISHED EMBANKMENT
COINCIDE WITH HEIGHT OF
EXTEND DRAIN AS REQUIRED TO
A
A
A
FUTURE E.O.P
AA
AAAASHOULDERA
FUTURE PAVEMENT
AA
A
A
A
A
FUTURE E.O.P.AAAAAELBOW AAATEMP. SLOPE DRAIN
NOTE:
ANCHOR STAKES 30" LONG
AND SET MINIMUM 12" DEEP.
10' MAX.MIN.
12"
MIN.
12"
AA
A
A
A
A
FUTURE E.O.P.AAATEMP. SLOPE DRAIN
MATERIAL
FILL
OF FILL
TOE
POINT
SHOULDER
BASIN TYPE B. SEE NOTES.
CLASS "B" STONE OR SILT
TEMP. EARTH SHOULDER BERMTEMP. EARTH SHOULDER BERM
BERM DITCH
TEMP. SHOULDER
EARTH BERM DITCH BLOCK
EROSION CONTROL
CLASS "B" STONE FOR
EROSION CONTROL
CLASS "B" STONE FOR
TEMP. SHOULDER BERM DITCH
ANCHOR STAKES
TEMP. EARTH SHOULDER BERM
ANCHOR STAKE
TEMP. EARTH SHOULDER BERM
TOE OF FILL
ANCHOR STAKE
DITCHTEMP. SHOULDER
TEMP. EARTH SHOULDER BERM
DITCH BLOCK
EARTH BERM
A
DITCH BLOCK
EARTH BERM
ISOMETRIC VIEW
OPTION #1
INLET PROTECTION
OPTION #2
INLET PROTECTION
SECTION A-A
TEMPORARY SLOPE DRAIN
DITCH BLOCK
EARTH BERM
AND SLOPE DRAINGUIDE FOR TEMPORARY BERMSAND SLOPE DRAINGUIDE FOR TEMPORARY BERMS1622.01 1622.01
1 1 1 1RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FOR1-021-02EARTH BERM DITCH BLOCK
SILT BASIN LOCATION
CUBIC FEET OF SEDIMENT STORAGE PER DISTURBED ACRE.
SILT BASIN VOLUME SHALL BE DESIGNED FOR 1800
CLASS B STONE
ASEDIMENT CONTROL STONE
SILT BASIN LOCATION
5. USE MAXIMUM SLOPE DRAIN SPACING OF 200 FT.
AT OUTLET LOCATIONS.
SILT BASINS AND/OR OTHER EROSION CONTROL DEVICES MAY ALSO BE UTILIZED TO PREVENT SCOUR
4. USE CLASS B STONE FOR EROSION CONTROL AT OUTLET LOCATIONS SUBJECT TO SCOURING.
3. DESIGN SILT BASINS WITH A 2:1 LENGTH TO WIDTH RATIO MINIMUM.
DISTURBED ACRE.
2. DESIGN INLET PROTECTION OPTION #2 FOR 1800 CUBIC FOOT OF SEDIMENT STORAGE PER
FOR STAGED CONSTRUCTION WHEN NOT LEFT IN PLACE FOR MORE THAN 30 DAYS.
1. OPEN END PIPE WITH MINIMUM SETBACK AND PROPER COMPACTION IS AN ACCEPTABLE INLET TREATMENT
NOTES:
EC-2H
FLOW
FLOW
PLAN
SECTION A-A
A
STRUCTURAL STONE
SEDIMENT CONTROL STONE 18" PIPE MAX.
12"
A
ROADWAY SHOULDER
12" MIN12" MIN
DIVERSION POINT
D
D2:12:1MIN.
18"
7'-6" MIN.
MIN.
18"
PIPE
SEDIMENT CONTROL STONE
STRUCTURAL STONE
1635.02 1635.02
1 1 1 1ROCK PIPE INLET SEDIMENT TRAP TYPE `B'ROCK PIPE INLET SEDIMENT TRAP TYPE `B'RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FORCONTROLS.
OTHER UP OR DOWNSTREAM
VOLUME MAY BE PROVIDED BY
AREA. SOME OF THE REQUIRED
FEET PER ACRE OF DISTURBED
TRAP VOLUME OF 1800± CUBIC
PROVIDE A TOTAL SEDIMENT
DIVERSION POINT.
BELOW THE SHOULDER OR
A MINIMUM OF ONE FOOT
CONSTRUCT TOP OF BERM
FOR SEDIMENT CONTROL.
USE NO. 5 OR NO. 57 STONE
STRUCTURAL STONE.
CONTROL STON FOR
USE CLASS 'A' EROSION
NOTE:7-067-06
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
C 20175/14/99R-5779
10/15/2018K:\RAL_Roadway\011036358 - R-5779\Environmental\Proj\011036358_ec_psh_details.dgnSIDESTATION
TO
STATION
FROM
LINESHEET NO.
CONST
ESTIMATE (SY)
MATTING FOR EROSION CONTROL
SUBTOTAL
TOTAL
SAY
ADDITIONAL PSRM TO BE INSTALLED
-L-11+50 15+00 RT4
SOIL STABILIZATION SUMMARY SHEET
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
DITCHES
STATION
TO
SIDESTATION
FROM
LINE
SHEET NO.
CONST
ESTIMATE (SY)
PERMANENT SOIL REINFORCEMENT MAT
DITCHES
14+0012+004
RT11+5510+50-L-4
950
1100
1100
EC-3
E&SC PLANS
SLOPES:
4 -L-12+00 13+50 LT
-L-16+00 25+50 RT
4 -L-18+25 19+50 LT 385
5 -L-23+50 25+00 LT 380
-L/DR1-RT/LT 85
4 18+50-L-RT 660
MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER
SUBTOTAL 10085
TOTAL
SAY
4/5
70
4 -L-11+55 12+50 RT 70
4 -L-12+50 13+00 RT
4 11+00 11+50 RT 30
4 12+00 12+11 RT 15
4 11+78 12+00 LT 20
35
-DR1-
-DR1-
-DR1-
4 -L-12+50 13+00 RT 35
4 -DR1-11+50 12+12 RT 75
5 -L-21+00 24+50 RT 265
5 -L-25+00 25+08 RT
5 -L-25+08 26+60 RT 315
20
845
24+75
1000
11085
11100
150
1830
5900
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
C 20175/14/99R-5779
10/15/2018K:\RAL_Roadway\011036358 - R-5779\Environmental\Proj\011036358_ec_psh_details.dgnSITE DESCRIPTION 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 TIMEFRAMES
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
E&SC PLANS
EC-3A
15" RCP
24" CMP15" RCP18" RCP15" CMP15" CMP15" CMP66" CMPINV.= 2117.35
INV.= 2117.38
1SBKD
CANOPY
MTL
INV.=2121.958" CMPDI
RECTI
ONAL ONLY6" CMP
DI
JBW
VWV
CONC DITCHBSTMTL
12" C
MP 24" CMPSEPTIC SYSTEM
SELF SANITIZED
BST15" CMP48"WW 1SBW C/A
48" WW 1SBW
4
8" WW
1
SBW48" WW 1SBWN 77°38'27" W257.70'S
10°56
'23" W
508
.29
'N 77°35'39" W208.27'96.46'
N 00°56'13" E
55.96'
N 04°30'47" W
74.65'
N 12°27'47" W
145.90'N 73°32'47" W229.50'GPS2
CULVERT #1
ONE BARREL
NORTH EAST ELEV.
CUL1 770914.16 952186.91 2102.41
CUL2 770909.82 952194.09 2102.48
CE1 770912.12 952190.71 2111.44
HW1 770911.48 952190.68 2113.84
CUL3 770743.16 952096.80 2100.28
CUL4 770747.40 952089.51 2100.09
CE2 770745.43 952093.14 2109.19
HW2 770745.57 952093.18 2111.01
12" CMP
12" CMP
MTL
MTL
MTL
15" CM
PGR
CULVERT #2
ONE BARREL
NORTH EAST ELEV.
CUL1 771385.50 952557.79 2110.89
CUL2 771377.77 952562.40 2110.90
CE1 771378.97 952557.83 2117.85
HW1 771380.45 952560.37 2119.71
CUL3 771289.53 952477.12 2109.54
CUL4 771277.51 952478.54 2109.58
CE2 771285.81 952477.72 2116.55
HW2 771282.52 952478.17 2118.34
CUL2
CE1
HW1
INVERT UNATTAINABLE
UNDERGROUND JUCTION BOX
DIRECTIONAL ONLY
DIRECTIONAL ONLY
INVERT UNATTAINABLE
DIRECTIONAL ONLY
9
X9 ONE BARRELD
R
AI
N
FIE
L
D
TANK
SEPTIC
OWNER
PROPERTY
SHOWN BY
EXI
STI
NG R/WEXI
STI
NG R/WEXI
STI
NG R/
W
EXISTING R/W
EXISTING R/W
I-26 WB
23.5' BST
SR
15
49
CALV
IN
EDNEY
ROAD
WOODS LINE
WOODS LINE
WOODS LINEWOODS LINE
BARREL
7X9 ONE
HW
HW
BST
INV. =2125.16
INV.= 2117.65
WOODS LINE
ESTATE
JAMES D. WALLIN
DB 510 PG 413
REF. DB 88 PG 640
DB 127 PG 553
PB 3 PG 53
RONNIE L. & JUDY E. WALLIN
DB 131 PG 381
PB 3 PG 53
INV.= 2134.58
TOP= 2139.38
INV.= 2134.39
TOP= 2140.94
INV.= 2137.51
DI
TOP= 2125.55
INV.= 2123.84
INV.= 2122.97
TOP= 2128.24
DI
INV.= 2122.95
DI
TOP= 2124.45
INV.= 2120.38
DI
INV.= 2128.99
H & K PROPERTIES, LLC
PB 5 PG 722
DB 499 PG 483
CONC
1SBKD
CUL3
CE2
CUL4 HW2
BST
BST
GR
CUL1
CUL1
CE1
HW1
CUL2 2130.132130.172130.02BST
4" PVC 4" PVC
8" D
IP
8" DIP
8" DIP15' WATER LINE EASEMENT PER DB 510 PG 413
15
' WATER
LINE
EASEMENT
PER
DB
510
PG
413
15
.00'
8" DIP
8" D
IP
8" DIP
2105210521052110211021102110
2110
2
11021102110 2110
2110
211021102110211521152
1
15
2
115211521152115
211521152120212021202120212021202
1
2
0
2120
2120212021202120
2125212521252125212521252125 21252125212521252125
2125
2
1
2
5
2125
21252125
2125
21252125 212521302130
2130
2
1
3
0
2130 2130
2130213021302130213021302
13
0
2
13
0
21302130 2130213021302
1
3
02130 2130
2135
2135
2135
2135
2135
21352135213521352135213521352
13
5
21352135
2135
21352
1
3
5
213521352140 2140
2140
2140
214021402140214021402140214021402
14
0
2140214021402140
2
1
4
0
2
14
0
214021402145
2
14
52145214521452145214521452145214521452145
2145
21452145215021502150215021502150215021502150
215021502150215521552155215521552155215521552155
2155
2155
21552160216021602160216021602160216021602
1
6
0
2160216521652165216521652165216521652165
2165217021702170217021702170217021702170217521752175217521752175
2175 218021802180218021802180 218521852185218521852190219021902200SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
C 20175/14/99R-5779
10/15/2018K:\RAL_Roadway\011036358 - R-5779\Environmental\Proj\011036358_ec_psh_4.dgnNAD 83 / NA 2011
SEE SHEET PLAN SHEET EC-5MATCHLINE -L- STA 20+00.00EC-4/CONST.4
CONSTRUCTION SHEET 4
EROSION CONTROL FOR
CLEARING AND GRUBBING
INSTALLED DURING CLEARING AND GRUBBING PHASE.
PERIMETER EROSION CONTROL MEASURES SHALL BE
NOTE:
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
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
INTO EXISTING
TIE ROADSIDE DITCH
EXISTING
INTODITCH
TIE ROADSIDE
15" CMP
REMOVE 36 L.F.
15" RCP-IV
ELBOWS
15" W/
SHEET 2D-1
SEE DETAIL 1
BERM 'V' DITCH
SEE DETAIL 6, SHEET 2D-1
EST 200 SY PSRM
ROADSIDE CUT DITCH W/ PSRM
SEE DETAIL 6, SHEET 2D-1
EST 310 SY PSRM
ROADSIDE CUT DITCH W/ PSRM
15" RCP-III
WING WALL
EXISTING
TIE 18" INTO
SEE DETAIL 6, SHEET 2D-1
EST 130 SY PSRM
ROADSIDE CUT DITCH W/ PSRM
SEE DETAIL 6, SHEET 2D-1
EST 140 SY PSRM
ROADSIDE CUT DITCH W/ PSRM
SHEET 2D-1
SEE DETAIL 1
BERM 'V' DITCH
18" RCP-IV
18"
SHEET 2D-1
SEE DETAIL 3
FALSE SUMP
W/ ELBOWS
18"
18" RCP-IV
2GI
18" W/ ELBOWS
STA. 17+20 -L- (LT)
BEGIN SBG
TB2GI TB2GI
2GI
SHEET 2D-1
SEE DETAIL 3
FALSE SUMP
W/ ELBOWS15"
BDO
15"
18" RCP-IV
2GI
2GI
2GI
2GI
2GI
2GI
BDO
15"
W/ ELBOWS
15"
DRAIN
GRADE TO
SEE DETAIL 4, SHEET 2D-1
EST 170 SY PSRM
BERM 'V' DITCH W/ PSRM
SEE DETAIL 4, SHEET 2D-1
EST 100 SY PSRM
BERM 'V' DITCH W/ PSRM
SHEET 2D-1
SEE DETAIL 7
EST 115 SY PSRM
TOE PROTECTION
BDO
15"
SEE DETAIL 3, SHEET 2D-1
FALSE SUMP
15" RCP-IV
SEE DETAIL 8, SHEET 2D-1
EST 35 SY GFD
EST 25 TONS
CLASS I RIP RAP
RIP RAP EMBANKMENT PROTECTIONSEE DETAIL 8, SHEET 2D-1
EST 35 SY GFD
EST 25 TONS
CLASS I RIP RAP
RIP RAP EMBANKMENT PROTECTION
2GI
15" RCP-III
RCP-III
15"
SYSTEM
RETAIN
SATISFACTORY)
(CONDITION
RETAIN 24"
SATISFACTORY)
(CONDITION
RETAIN 15"SATISFACTORY)
(CONDITION
RETAIN 8"
SYSTEM
RETAIN
SEE DETAIL 6, SHEET 2D-1
EST 105 SY PSRM
ROADSIDE CUT DITCH W/ PSRM
SEE DETAIL 1, SHEET 2D-1
BERM 'V' DITCH
SHEET 2D-1
SEE DETAIL 6,
EST 85 SY PSRM
DITCH W/ PSRM
ROADSIDE CUT
CONFLICT
DRAIN FIELD
8'
STA 10+60 -L- LT
A-A
3'
A
12'
3'
CONDITION SATISFACTORY
5'
STA 14+20 -L- LT
B-B
3'3'
CONDITION SATISFACTORY
B
9'
A
RETAIN 15"
RETAIN 15"
TIE TO EXIST DITCH
SHEET 2D-1
SEE DETAIL 3
FALSE SUMP 1015201010B
B

PIPE
SLOPE DRAIN
15 INCH
ID 4.1
4 ft. weir
Orifice Diameter
with 0.875 inch
1.5 inch Skimmer
48 x 20 x 3
ID 4.2
8 ft. weir
Orifice Diameter
with 1.25 inch
1.5 inch Skimmer
70 x 33 x 3
FCCCCCC
C
F
C
C C
F
C
C
FF
F
F FFF
F CCCCF
60" CMP
24"
RCP12" RCP18" CMP8" CMP18" RCP15" CMPINV.= 2148.64
INV.= 2154.62
INV.= 2147.22
INV.= 2163.32
DI
DI
4
8
"WW
1SBW
CAMTL
15622194.29WV
WV
H
N 55°34'27" E
441.07'
L=
4
7
3
.6
4'
R
=
2
6
8
9
.2
7'S
3
0°
0
4'
3
4" W2
7
0.
8
1'S
3
0°
0
3'
0
3" W2
0
1.
2
6'
BL-4 BL-5
GPS3
TOP= 2149.35
INV.= 2145.82
DIRECTIONAL ONLY
TOP= 2159.02
INV.=2155.79
48" WW
1SBW
EXISTING R/W
EXISTING R/W
C
R
O
S
S
R
O
A
D

P
A
R
KW
A
Y
24
.5' BST
37
.5
' BST
WOODS LI
NECONC
BST
CONC
H & K PROPERTIES, LLC
PB 5 PG 722
DB 499 PG 483
DI INV.= 2144.05
TOP= 2148.93
INV.= 2144.06
INV.= 2140.40
WOODS LINE
INV.= 2152.73
TOP= 2158.24DI
INV.= 2152.31
BST
CONC
1SFD
G
4" PVC
8" DIP
8" DIP
20' WATER LINE EASEMENT PER DB 510 PG 412
AT&T EASEMENT
TRACT NC-MA-002800
15.00'TRACT
NC-MA-002800
AT&T
EASEMENT
15.00'8" DIP
8" DIP
8" DIP
8" DIP
2140
21402145
2145
2145
2145214521452150
2150
2
15
0
2150
2
1
5
0
21502150215021502150215021552155
21552155
21552155215521552155216021602
16
0
21602160216021602160216021602165216521652165216521652165216521652170217021702170217021702170
2175217521752175217521752
175218021802180218021802185218521852185218521902190219021902190219521952195219521952195220022002200220022052205220522052210221022102215SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
C 20175/14/99R-5779
10/15/2018K:\RAL_Roadway\011036358 - R-5779\Environmental\Proj\011036358_ec_psh_5.dgnNAD 83 / NA 2011
SEE PLAN SHEET EC-4MATCHLINE -L- STA 20+00.00EC-5/CONST.5
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
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
INSTALLED DURING CLEARING AND GRUBBING PHASE.
PERIMETER EROSION CONTROL MEASURES SHALL BE
NOTE:
CONSTRUCTION SHEET 5
EROSION CONTROL FOR
CLEARING AND GRUBBING
2GI-A
2GI-A25
B

PIPE
SLOPE DRAIN
30 INCH
C
F
C
F
F
F
C
C
C
C
C
C C
C
F
C
F
F
C
F F
C
C
C
C
15" RCP
24" CMP15" RCP18" RCP15" CMP15" CMP15" CMP66" CMPINV.= 2117.35
INV.= 2117.38
1SBKD
CANOPY
MTL
INV.=2121.958" CMPDI
RECTI
ONAL ONLY6" CMP
DI
JBW
VWV
CONC DITCHBSTMTL
12" C
MP 24" CMPSEPTIC SYSTEM
SELF SANITIZED
BST15" CMP48"WW 1SBW C/A
48" WW 1SBW
4
8" WW
1
SBW48" WW 1SBWN 77°38'27" W257.70'S
10°56
'23" W
508
.29
'N 77°35'39" W208.27'96.46'
N 00°56'13" E
55.96'
N 04°30'47" W
74.65'
N 12°27'47" W
145.90'N 73°32'47" W229.50'GPS2
CULVERT #1
ONE BARREL
NORTH EAST ELEV.
CUL1 770914.16 952186.91 2102.41
CUL2 770909.82 952194.09 2102.48
CE1 770912.12 952190.71 2111.44
HW1 770911.48 952190.68 2113.84
CUL3 770743.16 952096.80 2100.28
CUL4 770747.40 952089.51 2100.09
CE2 770745.43 952093.14 2109.19
HW2 770745.57 952093.18 2111.01
12" CMP
12" CMP
MTL
MTL
MTL
15" CM
PGR
CULVERT #2
ONE BARREL
NORTH EAST ELEV.
CUL1 771385.50 952557.79 2110.89
CUL2 771377.77 952562.40 2110.90
CE1 771378.97 952557.83 2117.85
HW1 771380.45 952560.37 2119.71
CUL3 771289.53 952477.12 2109.54
CUL4 771277.51 952478.54 2109.58
CE2 771285.81 952477.72 2116.55
HW2 771282.52 952478.17 2118.34
CUL2
CE1
HW1
INVERT UNATTAINABLE
UNDERGROUND JUCTION BOX
DIRECTIONAL ONLY
DIRECTIONAL ONLY
INVERT UNATTAINABLE
DIRECTIONAL ONLY
9
X9 ONE BARRELD
R
AI
N
FIE
L
D
TANK
SEPTIC
OWNER
PROPERTY
SHOWN BY
EXI
STI
NG R/WEXI
STI
NG R/WEXI
STI
NG R/
W
EXISTING R/W
EXISTING R/W
I-26 WB
23.5' BST
SR
15
49
CALV
IN
EDNEY
ROAD
WOODS LINE
WOODS LINE
WOODS LINEWOODS LINE
BARREL
7X9 ONE
HW
HW
BST
INV. =2125.16
INV.= 2117.65
WOODS LINE
ESTATE
JAMES D. WALLIN
DB 510 PG 413
REF. DB 88 PG 640
DB 127 PG 553
PB 3 PG 53
RONNIE L. & JUDY E. WALLIN
DB 131 PG 381
PB 3 PG 53
INV.= 2134.58
TOP= 2139.38
INV.= 2134.39
TOP= 2140.94
INV.= 2137.51
DI
TOP= 2125.55
INV.= 2123.84
INV.= 2122.97
TOP= 2128.24
DI
INV.= 2122.95
DI
TOP= 2124.45
INV.= 2120.38
DI
INV.= 2128.99
H & K PROPERTIES, LLC
PB 5 PG 722
DB 499 PG 483
CONC
1SBKD
CUL3
CE2
CUL4 HW2
BST
BST
GR
CUL1
CUL1
CE1
HW1
CUL2 2130.132130.172130.022128.61BST
4" PVC 4" PVC
8" D
IP
8" DIP
8" DIP15' WATER LINE EASEMENT PER DB 510 PG 413
15
' WATER
LINE
EASEMENT
PER
DB
510
PG
413
15
.00'
8" DIP
8" D
IP
8" DIP
2105210521052110211021102110
2110
2
11021102110 2110
2110
211021102110211521152
1
15
2
115211521152115
211521152120212021202120212021202
1
2
0
2120
2120212021202120
2125212521252125212521252125 21252125212521252125
2125
2
1
2
5
2125
21252125
2125
21252125 212521302130
2130
2
1
3
0
2130 2130
21302130213021302130213021302
13
0
2
13
0
21302130 2130213021302
1
3
02130 2130
2135
2135
2135
2135
2135
21352135213521352135213521352
13
5
21352135
2135
21352
1
3
5
213521352140 2140
2140
2140
214021402140214021402140214021402
14
0
2140214021402140
2
1
4
0
2
14
0
214021402145
2
14
52145214521452145214521452145214521452145
2145
21452145215021502150215021502150215021502150
215021502150215521552155215521552155215521552155
2155
2155
21552160216021602160216021602160216021602
1
6
0
2160216521652165216521652165216521652165
2165217021702170217021702170217021702170217521752175217521752175
2175 218021802180218021802180 218521852185218521852190219021902195220030'
30'
30'
+88
30'
+29
EXIST R/W
+58.13
EXIST R/W
+35.93
30'
+69.24
95.66'
+85.63
102.95'
+36.88
145.56'
+20.60 176.04'
+21.21
1
3
2
87.37'
+56.50
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
C 20175/14/99R-5779
10/15/2018K:\RAL_Roadway\011036358 - R-5779\Environmental\Proj\011036358_ec_psh_6.dgnNAD 83 / NA 2011
SEE SHEET PLAN SHEET EC-7MATCHLINE -L- STA 20+00.00EC-6/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
Entire Slope as Work Allows.
Install Matting for Erosion Control on
For Slopes Excavated Greater Than 10 feet
PROPOSED DITCH LINE.
EROSION CONTROL IN THE
INSTALL MATTING FOR

PROPOSED DITCH LINE.
INSTALL PSRM IN THE
2GI
TB2GI TB2GI
2GI
BDO
15"
2GI
2GI
2GI
2GI
2GI
2GI
BDO
15"
BDO
15"
2GI
15" RCP-III
8'
STA 10+60 -L- LT
A-A
3'
A
12'
3'
CONDITION SATISFACTORY
5'
STA 14+20 -L- LT
B-B
3'3'
CONDITION SATISFACTORY
B
B
9'
A
B
B
B
B
B
B B
B
B
B
B
B
B
A
-L- Sta. 12+00 to Sta. 13+50
on Slope as Work Allows.
Place Matting for Erosion Control
-L- Sta. 11+50 to Sta. 15+00
on Slope as Work Allows.
Place Matting for Erosion Control
-L- Sta. 18+25 to Sta. 19+50
on Slope as Work Allows.
Place Matting for Erosion Control
FCCCCCC
C
F
C
C C
F
C
C
FF
F
F FFF
F CCCCF
60" CMP
24"
RCP12" RCP18" CMP8" CMP18" RCP15" CMPINV.= 2148.64
INV.= 2154.62
INV.= 2147.22
INV.= 2163.32
DI
DI
4
8
"WW
1SBW
CAMTL
15622194.29WV
WV
H
N 55°34'27" E
441.07'
L=
4
7
3
.6
4'
R
=
2
6
8
9
.2
7'S
3
0°
0
4'
3
4" W2
7
0.
8
1'S
3
0°
0
3'
0
3" W2
0
1.
2
6'
TOP= 2149.35
INV.= 2145.82
DIRECTIONAL ONLY
TOP= 2159.02
INV.=2155.79
48" WW
1SBW
EXISTING R/W
EXISTING R/W
C
R
O
S
S
R
O
A
D

P
A
R
KW
A
Y
24
.5' BST
37
.5
' BST
WOODS LI
NECONC
BST
CONC
H & K PROPERTIES, LLC
PB 5 PG 722
DB 499 PG 483
DI INV.= 2144.05
TOP= 2148.93
INV.= 2144.06
INV.= 2140.40
WOODS LINE
INV.= 2152.73
TOP= 2158.24DI
INV.= 2152.31
BST
CONC
1SFD
G
4" PVC
8" DIP
8" DIP
20' WATER LINE EASEMENT PER DB 510 PG 412
AT&T EASEMENT
TRACT NC-MA-002800
15.00'TRACT
NC-MA-002800
AT&T
EASEMENT
15.00'8" DIP
8" DIP
8" DIP
8" DIP
2140
21402145
2145
2145
2145214521452150
2150
2
15
0
2150
2
1
5
0
21502150215021502150215021552155
21552155
21552155215521552155216021602
16
0
21602160216021602160216021602165216521652165216521652165216521652170217021702170217021702170
2175217521752175217521752
175218021802180218021802185218521852185218521902190219021902195219521952195219521952200220022002200220522052205220522102210221022153
SHEET NO.PROJECT REFERENCE NO.
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
C 20175/14/99R-5779
10/15/2018K:\RAL_Roadway\011036358 - R-5779\Environmental\Proj\011036358_ec_psh_7.dgnNAD 83 / NA 2011
SEE PLAN SHEET EC-6MATCHLINE -L- STA 20+00.00EC-7
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
Entire Slope as Work Allows.
Install Matting for Erosion Control on
For Slopes Excavated Greater Than 10 feet
PROPOSED DITCH LINE.
EROSION CONTROL IN THE
INSTALL MATTING FOR

PROPOSED DITCH LINE.
INSTALL PSRM IN THE
EST 80 SY GFD
EST 45 TONS
CLASS I RIP RAP
OUTLET PROTECTION
COUNTER-SUNK
2GI-A
2GI-A
24" RCP
REMOVE 96 L.F.
INTO PROP 2GI-A
TIE EX 60" CMP
60" CMP
REMOVE 93 L.F.
EST 235 SY PSRM
SEE DETAIL 2, SHEET 2D-1
SPECIAL CUT 3' BASE DITCH W/ PSRM
SEE DETAIL 4, SHEET 2D-1
EST 280 SY PSRM
BERM 'V' DITCH W/ PSRM
48" RCP-IV
SHEET 2D-1
SEE DETAIL 7
EST 80 SY PSRM
TOE PROTECTION
NCDOT STD. 838.01
INSTALL HEADWALL
-L- STA. 24+70 (LT)
END SBG
SHEET 2D-1
SEE DETAIL 5
2' TALL FALSE SUMP
SATISFACTORY)
(CONDITION
RETAIN 60"
RETAIN 18"
RETAIN 8"
RETAIN 18"
60" RCP-III
60" RCP-III
30" RCP-IV25B
B
B
A
-L- Sta. 23+50 to Sta. 25+00
on Slope as Work Allows.
Place Matting for Erosion Control
-L- Sta. 18+50 to Sta. 24+75
on Slope as Work Allows.
Place Matting for Erosion Control
-L- Sta. 16+00 to Sta. 25+50
on Slope as Work Allows.
Place Matting for Erosion Control
C
F
C
F
F
F
C
C
C
C
C
C C
C
F
C
F
F
C
F F
C
C
C
C
60" CMP
24"
RCP12" RCP18" CMP8" CMPINV.= 2148.64
INV.= 2154.62
INV.= 2147.22
DI
4
8
"WW
1SBW
CAMTL WV
WV
H
N 55°34'27" E
441.07'
L
=
4
7
3
.6
4'
R=
2
6
8
9
.2
7'S
3
0°
0
3'
0
3" W2
0
1.
2
6'
BL-5
GPS3
DIRECTIONAL ONLY
TOP= 2159.02
INV.=2155.79
48" WW
1SBW
EXISTING R/W
C
R
O
S
S
R
O
A
D

P
A
R
KW
A
Y
24
.5
' BST
37
.5
' BST
BST
CONC
H & K PROPERTIES, LLC
PB 5 PG 722
DB 499 PG 483
INV.= 2152.73
TOP= 2158.24DI
INV.= 2152.31
BST
CONC
1SFD
G
8" DIP
8" DIP
20' WATER LINE EASEMENT PER DB 510 PG 412
TRACT
NC-MA-002800
AT&T
EASEMENT
15.00'8" DIP
8" DIP
8" DIP
8" DIP
60" CMP
24"
RCP12" RCP18" CMP8" CMPINV.= 2148.64
INV.= 2154.62
INV.= 2147.22
DI
4
8
"WW
1SBW
CAMTL WV
WV
H
N 55°34'27" E
441.07'
L
=
4
7
3
.6
4'
R=
2
6
8
9
.2
7'S
3
0°
0
3'
0
3" W2
0
1.
2
6'
BL-5
GPS3
DIRECTIONAL ONLY
TOP= 2159.02
INV.=2155.79
48" WW
1SBW
EXISTING R/W
C
R
O
S
S
R
O
A
D

P
A
R
KW
A
Y
24
.5
' BST
37
.5
' BST
BST
CONC
H & K PROPERTIES, LLC
PB 5 PG 722
DB 499 PG 483
INV.= 2152.73
TOP= 2158.24DI
INV.= 2152.31
BST
CONC
1SFD
G
8" DIP
8" DIP
20' WATER LINE EASEMENT PER DB 510 PG 412
TRACT
NC-MA-002800
AT&T
EASEMENT
15.00'8" DIP
8" DIP
8" DIP
8" DIP
2145
21452
15
0
2150
2
1
5
0
2150215021502155
21552155
215521552155216021602
16
0
21602160216021602160216521652165216521652165216521702170217021702170
2175217521752175217521802180218021852185218521902190219021952195219521952200220022052205221022152145
21452
15
0
2150
2
1
5
0
2150215021502155
21552155
215521552155216021602
16
0
21602160216021602160216521652165216521652165216521702170217021702170
217521752175217521752180218021802185218521852190219021902195219521952195220022002205220522102215HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
CULVERT CONSTRUCTION SEQUENCE
PHASE I PHASE II
R-5779 EC-8/CONST. 4
NAD 83 / NA 2011
EC-8/CONST.5
NAD 83 / NA 2011
2. INSTALL OFFLINE 60" PIPE FROM #502 TO #501, STRUCTURE #502, AND 60" PIPE FROM #501 TO #502
1. INSTALL PERIMETER CLEARING AND GRUBBING EROSION CONTROL MEASURES
CULVERT CONSTRUCTION SEQUENCE - PHASE I
2. INSTALL 48" PIPE FROM #505 TO #501
1. INSTALL STRUCTURE #501 WITH DIVERSION AROUND STRUCTURE DURING CONSTRUCTION, AS NECESSARY
CULVERT CONSTRUCTION SEQUENCE - PHASE II
EST 80 SY GFD
EST 45 TONS
CLASS I RIP RAP
OUTLET PROTECTION
COUNTER-SUNK
0502
0500
0501
0503
05040505
2GI-A
2GI-A
24" RCP
REMOVE 96 L.F.
INTO PROP 2GI-A
TIE EX 60" CMP
60" CMP
REMOVE 93 L.F.
EST 235 SY PSRM
SEE DETAIL 2, SHEET 2D-1
SPECIAL CUT 3' BASE DITCH W/ PSRM
SEE DETAIL 4, SHEET 2D-1
EST 280 SY PSRM
BERM 'V' DITCH W/ PSRM
48" RCP-IV
SHEET 2D-1
SEE DETAIL 7
EST 80 SY PSRM
TOE PROTECTION
NCDOT STD. 838.01
INSTALL HEADWALL
-L- STA. 24+70 (LT)
END SBG
SHEET 2D-1
SEE DETAIL 5
2' TALL FALSE SUMP
SATISFACTORY)
(CONDITION
RETAIN 60"
RETAIN 18"
RETAIN 8"
60" RCP-III
60" RCP-III
30" RCP-IV
EST 80 SY GFD
EST 45 TONS
CLASS I RIP RAP
OUTLET PROTECTION
COUNTER-SUNK
0502
0500
0501
0503
05040505
2GI-A
2GI-A
24" RCP
REMOVE 96 L.F.
INTO PROP 2GI-A
TIE EX 60" CMP
60" CMP
REMOVE 93 L.F.
EST 235 SY PSRM
SEE DETAIL 2, SHEET 2D-1
SPECIAL CUT 3' BASE DITCH W/ PSRM
SEE DETAIL 4, SHEET 2D-1
EST 280 SY PSRM
BERM 'V' DITCH W/ PSRM
48" RCP-IV
SHEET 2D-1
SEE DETAIL 7
EST 80 SY PSRM
TOE PROTECTION
NCDOT STD. 838.01
INSTALL HEADWALL
-L- STA. 24+70 (LT)
END SBG
SHEET 2D-1
SEE DETAIL 5
2' TALL FALSE SUMP
SATISFACTORY)
(CONDITION
RETAIN 60"
RETAIN 18"
RETAIN 8"
60" RCP-III
60" RCP-III
30" RCP-IV25B

PIPE
SLOPE DRAIN
30 INCH 25B

PIPE
SLOPE DRAIN
30 INCH
F
C
F
F
F
C
C
C
C
F
C
F
F
C
F F
C
C
C
C
F
C
F
F
F
C
C
C
C
F
C
F
F
C
F F
C
C
C
C