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See Sheet 9 A For Index of Sheets
See Sheet 9 B For Conventional Symbols
See Sheet RW02C- l For Survey Control Sheet
1103
Maul's �Q pRirnj
Pt. Rd `� Creek 'o
RZUer
1112
Mouth Of War reek �P
1 11 Cr Rd. urch �rJ
Ware Creek
Ger w School
P
St.Francis
1100 1100
S. FI Lll 0
Swa Rd.
11 4 1104 1971 0
H g Elizabeth PROJECT 1956 Durham
n Rd Chapel Gerards CCreek
11 hapel LOCATION Neelk Rd. ord
Flat Rd Cra f
mp Rd Ill
Coxes
ssroads
Durha a
Warren r °
P \ Chapel
E
1954 n erton
Smyrna ley -'-aChurch P TO n St. J hn's
19 5 2 Ch rch
St. Anna R
Church Stihley
atldn 33 P h pea Ro e❑
Rd. Ceme ery
P
s vTti `Stl e y 1971 1936
Triumph F'QN ` rh Du
Bonnerton
Church I�l�igy \ Cre ethel Rd.
St. uke Church
C urch
1100 P` -+
S. Flat
r
Swamp Rd OjSeAe gw
VICINITY MAP
OFFSITE DETOUR
GRAPHIC SCALE
PLANS
BEGIN
-L- PC
THESE EROSION AND SEDIMENT
CONTROL PLANS COMPLY WITH
THE REGULATIONS SET FORTH
BY THE NCG-010000 GENERAL
CONSTRUCTION PERMIT EFFECTIVE
APRIL 1, 2019 AND ISSUED BY
THE NORTH CAROLINA DEPARTMENT
OF ENVIRONMENT AND NATURAL
RESOURCES DIVISION OF WATER
RESOURCES.
BEA UFOR T COUNTY
LOCATION. REPLACE BRIDGE NO.14 ON SR 1971
OVER BRANCH OF D URHAM CREED
TYPE OF WORK: GRADING, DRAINAGE, STRUCTURE AND PAVING
BEGIN BRIDGE
-L- STA. 16 + 33.81
SR 1971 (DURHAM CREEK ROAD)
TO SR 1957
WHITLEY FARM RD.
Prepared in the Office of:
END BRIDGE
-L- STA. 17 + 26.19
ND
�Q:��
J,
�a Qa
T G S TGS ENGINEERS
ENGINEERS PH (919) 733-8887
� 706 HILLSBOROUGH ST.
SUITE 200 CORP. LICENSE NO.:
t� RALEIGH, NC 27603 C-0275
Designed by.
BRIANA JAMES, EI 4041
NAME LEVEL III CERTIFICATION NO.
END STATE PROJECT 17BP.2.R.95
-L- POC STA. 19 + 50.00
10 SR 19oN Rp.
BONNERT
Reviewed in the Office of.
ROADSIDE ENVIRONMENTAL UNIT
1 South Wilmington St.
Raleigh, NC 27611
2018 STANDARD SPECIFICATIONS
Reviewed by:
ANDY BLANKENSHIP, PE, CPESC
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N. (7" o
13PIRX
EN
STATE PROD. NO.
F. A. PROD. NO.
DESCRIPTION
EROSION AND SEDIMENT CONTROL MEASURES
Di6soripfioift Symbol
1630.03 Temporary Snlf Ditch- - - - - - - - - - - - - - - TO
1630,05 Temporary Diversionn-------------------- - TD
14001 Temporary Silt Fence - - - - - - - - - - - - - -
1606.01 Special Sediment Control Fence - - - - -
162101 Temporary Berms and Slope Drains - - - - - - - - - - - - - � `-
1650.02 Silt Basin Type B -----------------------
A55.101 Temporary Rock Silt Check Type -A_ - - - - - - - - - - -
Temporary Rock Sile Check Type -A with
Matting and Polyacrylamnde (PAM) - - - - - - - - - - - - - -
1655.02 Temporary Rock Silt Check Type-B - - - - - - - -*
WaffleCoir Fiber Wattle------------------ --- � Ew
CF W -
Wattle Coir Fiber Waffle
with Polyacryl mile (PAM)--------------------------
Nq
1 634.01 Temporary Rock Sediment Dam Type -A- - - - - - - - �
I
1634.02 Temporary Rock Sediment Dam Type-B- - -
000
1655.01 Rock Pipe Inlet SedimentTrap Type -A - - - - - - - - - - Dof 0 o
16502 00\
Rock Pipe Inlet Sediment TrapType-S o °°°
1650.051 StIlllllIlIl7lg Basin ---- -------------
1630,04 Special Stilling Basin -- - - ---
Rock Inlet Sediment °Drape
163101 Type A ------------------------------------ A
1652.02 Type B ------------- Blu
1632.03 Type C - - - A3
Shimmer Basinn---------------------------------
Tiered Skimmer Basin _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Innfiltrationn Basin -------------------------------
THIS PROJECT CONTAINS
EROSION CONTROL PLANS
FOR CLEARING AND
GRUBBING PHASE OF
CONSTRUCTION.
ENVIRONMENTALLY
SENSITIVE AREA(S) EXIST
ON THIS PROJECT
Refer To E. C. Special Provisions
for Special Considerations.
THIS PROJECT HAS
BEEN DESIGNED TO
SENSITIVE WATERSHED
STANDARDS.
Roadway Standard Drawings
The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
Unit - N. C. Department of Transportation - Raleigh, N. C., dated
January 2018 and the latest
revison
thereto are applicable to this project and
by reference hereby are considered a part of
these plans.
1604.01
Railroad Erosion Control Detail
1632.01
Rock Inlet Sediment Trap Type A
1605.01
Temporary Silt Fence
1632.02
Rock Inlet Sediment Trap Type 3
1606.01
Special Sediment Control Fence
1632.03
Rock Inlet Sediment Trap Type C
1607.01
Gravel Construction Entrance
1633.01
Temporary Rock Silt Check Type A
1622.01
Temporary 3erms and Slope Drains
1633.02
Temporary Rock Silt Check Type 3
1630.01
Riser 3asin
1634.01
Temporary Rock Sediment Dam Type A
1630.02
Silt 3asin Type 3
1634.02
Temporary Rock Sediment Dam Type 3
1630.03
Temporary Silt Ditch
1635.01
Rock Pipe Inlet Sediment Trap Type A
1630.04
Stilling 3asin
1635.02
Rock Pipe Inlet Sediment Trap Type 3
1630.05
Temporary Diversion
1640.01
Coir Fiber 3affle
1630.06
Special Stilling 3asin
1645.01
Temporary Stream Crossing
1631.01
Matting Installation
PROJECT REFERENCE NO. SHEET NO.
17BF.2.R.95 EC -2A
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
C01
Fl
WATTL
A I TAI L
NOTES:
USE MINIMUM 18 IN. NOMINAL DIAMETER COIR FIBER (COCONUT)
WATTLE AND LENGTH OF 10 FT.
EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED.
ROAD
GRADE
FILL
DO NOT PLACE WATTLES ON TOE OF SLOPE.
MATERIAL
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
WATT L E
FOR BREAKS ALONG LARGE SLOPES, USE MAXIMUM SPACING OF 25 FT.
TOE
OF FILL
FILL SLOPE
INSET A
ISOMETRIC
VIEW
2"-3" TRENCH
2' WOODEN
STAKE
TOE OF FILL-
4
2 18" WATTLE
FT.
UPSLOPE STAKE
15"-16"
-I 11 ITI I_I I_EI I -III -I ITI I I_1 I-111-1 I -I 1 I -I I I -I I -I IITTf_1Tf_1Tf_�-I
ITI I I_I I I�_I ITI I I_I I_I I_1Tf-I I I -I III _I 11_I I ITI 1 -I_I-I I_I ICI
I_�-III-III-I I-
2 FT.
SEE INSET A
1 8 ►► WATTLE
DOWNSLOPE STAKE
FRONT VIEW
TOP VIEW
SILT
nTI T cCKlnr!
FENCE
ISOMETRIC VIEW
iwl�'rj,mm■mlmq
VIEW FROM SLOPE
FIBER WATTLE
FILL C
BREAK DETAIL
NOTFS-
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE AND
LENGTH OF 10 FT.
EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED.
DO NOT PLACE WATTLE ON TOE OF SLOPE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN
ANGLE TO WEDGE WATTLE TO GROUND.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF
WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
WATTLE INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENCE AS DIRECTED.
INSTALL TEMPORARY SILT FENCE IN ACCORDANCE WITH SECTION
STANDARD SPFrTFTrATTnNiR
INSET A
1"-2" TRENCH
1605 OF THE
J LT FENCE POST
INSET A
DOWNSLOPE STAKE
SIDE VIEW
OF HIGHWAYS
NORTH CAROLINA
SOIL STABIL.IZATION
TIMEFRAMES
SITE DESCRIFT101V
STABILIZAT101V TIME
TIVEFRAVE EXCEFTIOIVS
PERIMETER DIKES9 SWALES9 DITCHES AND SCOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 301
7 DAYS
IF SCOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 201914 DAYS ARE ALLOWED.
SLOPES 3olOR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN qol
14 DAYS
NONE9 EXCEPT FOR PERIMETERS AND HQW ZONES.
SOIL STABILIZATION SUMMARY
MATTING FOR EROSION CONTROL
SHEET
CONST
SHEET NO.
LINE
FROM
STATION
TO
STATION
SIDE
ESTIMATE (SY)
5U
TOTAL
IVI16GE��ANWU6
MAffINb TQ 6E MfAl/�EP
A5 OIKE
1E0 6Y THE
014EK
500
TCITA�-
5AY
500
Beaufort County
Bridge #060014
CLEARING AND GRUBBING
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PH (919) 773-8887
CORP. LICENSE NO.: C-0275
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