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STATE STATE PROJECT REFERENCE NO. ��E�� �����
N�. 5����5
�T��a 17 B P.11. R.118 �Cpl
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
17BP.11.R.118 N/A PE
176P.11.R.118 N/A ROW & UTIL.
176P.11.R.118 N/A CONST.
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LENGTH ROADWAY PROJECT 17BP.11.R.118
LENGTH STRUCTURE PROJECT 176P.11.R.118
TOTAL LENGTH OF PROJECT 17BP.11.R.118
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BEGIN PROJECT 17BP.11.R.118
-L- STA. 10 + 55.00
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BEGIN BRIDGE
-L- STA. 11 + 94.38 +/-
�TB TB S��,S
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TO ELK KNOB
STATE PARK
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0.055 MI.
0.006 MI.
0.061 MI.
THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO
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LOCA TI01�: BRIDGE 1�0. 940083 O VER 1�OR TH FORK 1�E W RI T�ER
01� SR 1340 (MEAT CAMP ROAD)
T YPE OF W�RI�: GRADII�G, DRAII�A GE, PA VI1�G � S TR UCT URE
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-L- STA. 12 + 24.93 +/
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END PROJECT 17BP.11.R.118
-L- STA. 13 + 75.00
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THIS PROJECT CONTAINS
EROSION CONTROL PLANS
FOR CLF.ARING AND
GRUBBING PHASE OF
CONSTRUCTION.
� xouT wa�r�:x�s> �ans�
ON TIIIS PROJECT
Trout Water Zone(s) Exist
From Sta. Begin
to Sta. End
Refer To E. C. Special Provisions
for Special Considerations.
THIS PROJECT HAS
BEEN DESIGNED TO
SENSITIVE WATERSHED
STANDARDS.
ENVIRONMENTALLY
SENSITNE ARFA(S) EXIST
ON THIS PROJECT
Refer To E. C. Special Provisions
for Special Considerations.
THE LIMITS ESTABLISHED BY METHOD III
HIGH QtiALITY WATER(S) EX[ST
ON THIS PROJECT
High Quality Water Zone(s) Exist
From Begin
to End
Refer To E. C. Special Provisions
for Special Considerations.
GRAPHIC SCALE
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PLANS
THESE EROSI0IV AND SEDIMENT
CONTROL PLANS COMPLY WITH
THE REGULATI0111S SET FORTH
BY THE 11ICG-010000 GENERAL
CONSTRUCTION PERMIT EFFECTIVE
AUGUST 1, 2016 A111D ISSUED BY
THE NORTH CAROLINA DEPARTMENT
OF ENVIROIVMEIVTAL QUALITY
DIVISIOIV OF WATER RESOURCES.
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Prepared ln the Offlce of:
E N G I N E E R I N G &
C 0 N S T R U C T I 0 N
Deslgned by.
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:919-789-9591
License: C-2197
anaki P. Bhagat, P.E. 3979
NAME LEVEL III CERTIFICATI0111 NO.
Revlewed by,
Jeremy Goodwin, PE
Roadway Standard Drawings
The following roadway english standards as appear in "Roadway Standard Drawin�s"- Roadwav Desi�n
Unit - N. C. Department of Transportation - Raleigh, N. C., dated Januar� 2(112 a„�l rhP larP�r
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 B
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 Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B
1630.01 Riser Basin 1634.01 Temporary Rock Sediment Dam Type A
1630.02 Silt Basin Type B 1634.02 Temporary Rock Sediment Dam Type B
1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A
1630.04 Stilling Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B
1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle
1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing
1631.01 Matting Installation
_-- - -
RevTewed in the Offlce of:
ROADSIDE E1�VIR01�ME1�TAL U1�IT
1 South Wilmington St.
Raleigh, 111C 27611
2012 STAI�DARD SPECIFICATI0I�S
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EXCELSIOR
MATTING
FLOW
B��ll
SEDIMENT CONTROL STONE
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
E N G I N E E R I N G 8� Fax:919-789-9591
CONSTRUCTION License:G2197
I I
NOTES:
PROJECT REFERENCE NO. SHEET NO.
l7BPolloRollB EC —2
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1633.01.
USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
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STRUCTURAL STONE
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PLAN
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
TO TOP OF MATTING
EVENT THAT EQUALS
4 OUNCES OF
SECTION AND
OR EXCEEDS
INSET A
See Inset A
CLASS B STONE
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WIDTH
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iii—iii—iii �liii—iii—
SECTION B—B
EXCELSIOR
MATTING
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CLASS B STONE
�IOT TO SCQ�E
POLYACRYLAMIDE (PAM)
AFTER EVERY RAINFALL
0.50 INCHES.
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NOTES:
PROJECT REFERENCE NO. SHEET NO.
l7BPelleRollB EC —2A
USE MINIMUM 18 IN. NOMINAL DIAMETER COIR FIBER (COCONUT)
WATTLE AND LENGTH OF 10 FT.
ISOMETRIC VIEW
EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED.
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DO NOT PLACE WATTLES 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.
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INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
FOR BREAKS ALONG LARGE SLOPES, USE MAXIMUM SPACING OF 25 FT.
FILL �
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
E N G I N E E R I N G 8� Fax:919-789-9591
CONSTRUCTION License:G2197
INSET A
2"-3" TRENCH
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15"-16►►
2' WOODEN
FRONT VIEW
SEE INSET A
TOP VIEW
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DETAI L 1
SPECIAL LATERAL BASE DITCH
( Not to Scale)
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Ground ?• j �' ��e'� Slope I \
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Geotextile B
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Min. D= 1 Ft. � I I � � �
EST 110 S.Y. GEOTEXTILE Max. d= 1 Ft. I I I � I l
EST. 106 TONS 6= 3 Ft. / � � � �
Type of Liner= CI. 'I' Rip—Rap � �° � � / / /
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FROM STA. 10 + 55 TO STA. 11 + 75 -L- RT J� / / � � ��
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D ETAI L 2
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch 1.0'min. 2
Grade „
GEOTEXTILE
Type of Liner= 12 TONS,CL II Rip-Rap
Geotexti le = 14sy
STA. 11 + 75 —L— RT
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NOTE:
UTILIZE TEMPORARY SEDIMENT BASIN OR SPECIAL STILLING
BASIN(S) AS STILLING BASIN WHERE APPLICABLE.
ENVIRONMENTALLY SENSITIVE AREA
SEE PROJECT SPECIAL PROVISIONS
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CLASS 'B' RIP RAP
2 TONS RR
7 SY GEOTEXTILE
EXCAVATION
CLASS 'II' RIP RAP � I
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DIKE 3
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EROSION CONTROL FOR AS NEEDED FOR REMOVAL � � �
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SEE DETAIL 4 / � � �
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—DR— P ae 11+35e42 C/0 STATE PROPERTY OFFICE ���
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SEEADETAIL 3 ANGE �MPERVIOUS �� i� ��/
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EXCAVATION DIKE 2 � � � � � � �
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° ,�� - " \—DR — PT Stae 10+56e39
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Outside Ditch
TrafFic Flow
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S = Ditch Slope
� Proposed Ditch
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CLASS I RI RAP --� /
SEE DETAI 1 0����
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F A Y E M o W A R D �o� I M P E RV I O U S -oR - Pc stoo l0 f24e30
�� D I K E 1 -oR - POT sto, io +oo,00
� " STREAM PLUG TO BE
STA. 12 + 93 —L— RT
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�� �� �� STA. 10 + 42 OFFSET 7' RT
� TO STA. 10 + 60 OFFSET 11' RT
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SEE DETAIL 2 / �/ / �� �� ��
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GRAPHIC SCALE
30 0 30 60
PLANS
NOTE: TROUT BUFFER 25 FT LANDWARD FROM
TOP OF BANK;
ENVIRONMENTALLY SENSITIVE AREA 50 FT
LAN DWARD F ROM TO P O F BAN K
DETAIL 3
CHANNEL CHANGE
( Not to Scale)
Natural Ground b Roadway
--------� Natural
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Min. D =1 Ft.
COIR FIBER B B=1 Ft.
MATTI N G
Edge of b= 4-7 Ft.
Pavement Line entire Front and Back Slope with
Type of Liner=155 SY Coir Fiber Matting matting; Do not line base of channel
FROM STA. 10 + 50 TO STA. 11 + 25 —DR— RT
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DETAIL 6
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
1.0'min• �
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GEOTEXTILE
Type of Liner= 15 TONS,CL I Rip-Rap
Geotextile = 17sy
FROM STA. 11 + 00 TO STA. 11 + 14 -DET- RT
C�AYTON �o MAIN
DETAIL 4
FALSE SUMP
( Not to Scale)
Outside Ditch
TrafFic Flow
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S= Ditch Slope � Proposed Ditch
STA. 12 + 93 -L- RT
TO ELK KNOB
MEAT CAMP
RI P RAP @ EMBAN KME NT
SEE DETAIL 6
EXTEND CHANNEL BLOCK —� ��
MIN. OF 5' BEYOND LIMITS
OF EXISTING CHANNEL
� PLAN VIEW
1
DAVID
NEW STREAMBANK SHALL
BE THEATED AS
SPECIFIED IN PLANS
XTEND CHANNEL BLOCK
IIN. OF 2' BEYOND INVERT
�F EXISTING CHANNEL FLOW
T
CHANNEL � �
INVERT
COMPACTED
BACKFILL
UNCOMPACTED
BACKFILL
5' Min. ���
SECTION A-A
1 . 5'
FINISH GRAUE
�COMPACTED
BACKFILL
IMPERVIOUS SELECT
MATERIAL (SEE PROJECT
SPECIAL PROVISIONS)
20' MIN.
LENGTH UNCOMPACTED
BACKFILL
:OMPACTED
3ACKFILL
SECTION B-B
DETAIL 5 STREAM PLUG
NOT TO SCALE
T ' TB
Q
NOTES:
t) CHANNEL BLOCK SHALL BE INSTALLED IN ACCORDANCE WITH THE
PROJECT SPECIFICATIONS.
2) BLOCK SHOULD BE INSTALLED AT THE INTERFACE BETWEEN EXISTING
CHANNEL AND PHOPOSED CHANNEL.
3) BOTTOM OF BLOCK SHOULD BE A MINIMUM OF 2' BELOW THE INVERT
OF THE EXISTING CHANNEL.
4) BLOCK SHOULD EXTEND A MINIMUM OF 5' BEYOND THE LIMITS OF THE
EXISTING STREAM CHANNEL.
5) INSTALL EROSION CONTROL MATTING AND SEED IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS IMMEDIATELY AFTEH GHADING.
6) COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE DIRECTION OF
THE ENGINEER.
TB '��
--- i
GRAPHIC SCALE
Oo JACKSON
�
�
R �� P R�i
�/ S � � P��
��S-�ME%
- 8/
/
i
/
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1 1 1 • �
1 1 1 1 1
. �
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�� �
SR 13
R� �� I�
R� �
P��-� E
-� 0
EXCAVATE PROPOSED CHANNEL
CHANGE ACCORDING TO DETAIL 3 FROM
-DR- STA. 10 + 50 to STA. 11 + 25 RT
Place Matting for Erosion Control
on Slope as Work Allows.
-D ET- Sta . 10 + 00 to Sta . 12 + 94
INSTALL GEOTEXTILE
UNDERLAYMENT
UNDER TEMPORARY PIPES.
STATE OF
COLLAR AND EXTEND C/0 STATE
�CHANNEL CHANGE
SEE DETAIL 3
PROPOSED
2@60" CSP
STREAM PLUG TO BE
INSTALLED FROM -DR-
STA. 10 + 42 OFFSET 7' RT
TO STA. 10 + 60 OFFSET 11' R'
SEE DETAIL 5
FRED WoJOHNSON
'�9� ��'
��'/� �O
9
��/
FALSE SUMP
SEE DETAIL 4
3
NORTH CARO�INA
PROPERTY OFFICE
STA. 10 + 5 0 TO STA. 11 + 2 5-D R- RT
� PROJECT REFERENCE NO. SHEET NO.
�
� l7BPelleR.11B EC-6 /CONST.4
�
�
�
1025 Wade Avenue
Raleigh, NC 27605
TeI:919-789-9977
E N G I N E E R I N G & Fax:919-789-9591
CONSTRUCTION License:C-2197
� �
�
P H AS E I P H AS E I I
1. UTILIZE SPECIAL STILLING BASINS DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER. 1. UTILIZE SPECIAL STILLING BASINS DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER.
2. INSTALL PERIMETER EROSION CONTROL MEASURES AS SHOWN ON SHEET EC-5. 2. INSTALL IMPERVIOUS DIKES 3 AND 4. REMOVE EXISTING BRIDGE STRUCTURE.
3. EXTEND EXISTING 18" CMP AS SHOWN. INSTALL IMPERVIOUS DIKES 1 AND 2. DIVERT FLOW THROUGH 18 INCH TEMPORARY PIPE. 3. REMOVE IMPERVIOUS DIKE 2. INSTALL IMPERVIOUS DIKE 7, BYPASS PUMP, AND TEMPORARY FLEXIBLE HOSE DIVERTING FLOW TO
4. INSTALL IMPERVIOUS DIKES 5 AND 6 AS SHOWN IN PHASE I, BYPASS PUMP, AND TEMPORARY FLEXIBLE HOSE DIVERTING FLOW A POINT DOWNSTREAM OF 18" CMP. REPLACE 18" CMP WITH 24" RCP.
TO A POINT DOWNSTREAM OF THE DUAL TEMPORARY PIPES. 4. CONSTRUCT ROADWAY BRIDGE AND -L- LINE ACCORDING TO APPROVED PLANS. REMOVE IMPERVIOUS DIKES 3 AND 4.
5. INSTALL 2@60" CSP TEMPORARY PIPES ALONG DETOUR AND CONSTRUCT DETOUR AS SHOWN ON APPROVED PLANS. SHIFT
TRAFFIC ONTO DETOUR.
6. REMOVE IMPERVIOUS DIKES 5 AND 6.
, . IMPERVIOUS
� � � DIKE 7 �
�� �� WISTER � �� WISTER
� � � �
- � ��// . � ��//
� � �
,� . � �� , IMPERVIOUS � ��
� � � ,� IMPERVIOUS � � �
�\�� ��`�� � D I KE 3 D I KE 4 ,'�, �`'�° �
, , � , ,� � , , ��, ,� �
�i '�� ''� � �� � �� \'� �� �
�� � �° � -���� �� � �° � ����
�s� F \ � �� / �s� F � �� /
/"�' ' s / /"�' ' s �
- - � � 9 � o _ - � k. �y o 0
� � � �
-�l� 6 \ � �� � � �— � � � �� � -
S a �c \ � �� / S �c \ � /� /
� s� �� � � s� �� . -
X _ _ / / , . X ' TB TB '�� �� /
� �S �TB E gRANCH _ _ _ JS _ _ � � � � , " �I� _ �B JS _ _ _ _ _ � , "
�
\ MAIN . -� � JS \TB _ _ E BRAN �_ _ �o � -� ���
S � JS _ _ - E �= � � I I / � ���5 S � —�S� _ _ _ 81�J , �, �., �, ���s
/ W - S g i� X � I� / � � / W � i� � �
1� i i� X � /% �/ / / / , 1�91 X � ,
— 81 � / , /� � � � � �
_ �� l8' — — � � '�� � _ � � � l8' — � '�� "
_E , �� —E o M o o N ��
� I340 �T — _� , —
' �, 1340 �T � _ , �,
° � ° __
� ---�� \ '�'-- � - F --�� ,�, / -" FALSE SUMP � --- - - � / -" FALSE SUMP
15 C� - J�`� G�� SEE DETAIL 4 ' � � SEE DETAIL 4
EXIST R/W F � GRFv �\ .- ' ' j/ p EXIST R/W F GRFU .- ' C�� / p�
�2 , � 2 �
����--__ -- � , � �' c � ��_ —� � --__ -- � , , � °�_
I Im C — � � ��� � m C — � .
�E � E > ' , / - - REMC�VE I �E � E '� � ,' � . - - -
� I � �� . � I � � �ay
BLK �� BLK � 2
�OUNDATI N , �OUNDATI N ,
� q -�� � � IMPERVIOUS IMPERVIOUS � q �,,� �
I �` / '� DIKE 2 I � � ,� �, CHANNEL CHANGE
I I �/�'' DIKE 6 I I ���y SEE DETAIL 3
���� � E E SED i��� � � E E PROPOSED
� I 2@60" CSP � I �' 2@60" CSP
—__� IMPERVIOUS m F — _� �
— ���t:� F
DIKE 5 � 18 INCH �o � �
� � . � TEMPO RARY � � � � . �
� Y E M o W A R D `�� � IMPERVIOUS PI PE � Y E M o W A R D o� , IMPERVIOUS
� � 7 � DIKE 1 � � � � DIKE 1
� � - � -"
� 2 y 2
�
� �9� �� �9� ��
� � �'.'' �,p � �'�'' �,p
� NOTE: THE 11' CLEAR ROADWAY ` �9� NOTE: THE 11' CLEAR ROADWAY ` �9�
� M
� C°� *������������*������������*�������� o, � ���������������*����������*�������� �i
v��
� BM #1 E�EVATION = 35540918�' BM #1 E�EVRTION = 35540�18�'
�o N�56546 o E 121(�2(�� o GRAPHIC SCALES N�56546 o E 121 �J2�� o GRAPHIC SCALES
�� 8" SP I KE I N � 12 " MRP�E 30 0 30 60 8" SP I KE I N � 12 " MRP�E 30 0 30 60
wfPr * x � � x � * � x * � � x � x x x � � � x * � � x � x x � � � * � � � � x x � � x � * � x x x � x x � � � x x � * � � * � x � x � � � � x �
��
�� PLANS PLANS
v�� � �
��
��
��
��
��
��
� PROJECT REFERENCE NO. SHEET NO.
�
� l7BPelleR.11B EC-6A/CONST.4
�
�
�
1025 Wade Avenue
Raleigh, NC 27605
TeI:919-789-9977
E N G I N E E R I N G & Fax:919-789-9591
CONSTRUCTION License:C-2197
� �
�
PHASE III
1. UTILIZE SPECIAL STILLING BASINS DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER.
2. SHIFT TRAFFIC BACK ONTO —L— LINE.
3. INSTALL IMPERVIOUS DIKES 5 AND 6. REMOVE DETOUR AND TEMPORARY PIPES.
4. CONSTRUCT —DR— ACCORDING TO APPROVED PLANS AND CHANNEL CHANGE ACCORDING TO DETAIL 3 FROM STA. 10+50
TO STA. 11 + 2 5 RT.
5. REMOVE IMPERVIOUS DIKES 1, 5, 6, AND 7.
, IMPERVIOUS
� DIKE 7 �
�� �� WISTER
� �
- � ��//
�
� � � �� ��
.\ >��o
�
,`���;, � �w
� �
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� /�� \ ����J � ���j
�'ss F � �� /
TOP= 3551e31 � /
INV= 3548e56 �, 9 0 0
_ _ � INV= 354504 6- �� \
��
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040 �S F � � � /
s�' '� �
X ' TB TB � � �o / . - .
16 JS -- � ,A/ '/ — �/ c�� o
� �S �TB E gRAN _-- ____ _ � I�
r�
__` � _-- J �G � _ � / i o� �o // . � ��\S� F�
�W S � 91� 6 0 �
F� � —F — —� F � ! ��
��81 __—� — � �
1 � o
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r � i �- ,
� � � /8' = 040 � ,� .
_E�- � - � �
I340 � � � BST � � , �
— � G � �,
� --- - � � -" FALSE SUMP
\ �� F� o�� �� SEE DETAIL 4
EXIST R/W . - C ,� ��
� ` �
� C � -
� c ' '
m ,�� � 'J �
REMC�VE I �E o � E � � � � � ,' . . - - -
� , � ��y
BLK I � �
� �,
� OUNDATI N � � �
I � � � �
,�� , /' � / �
I I �' �'� �y � E c IMPERVIOUS
� � ��� '� E DIKE 6
—��J �`,�m F
� � -
IMPERVIOUS `�� � -
�YE Mo WARD DIKE 5 �
�o , IMPERVIOUS
� ° DIKE 1
� � -"
� ��
� �
Es 90 �C�
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� BM #1 E�EVATION = 35540918�'
�o N�56546 o E 121(�2(�� o GRAPHIC SCALES
�� 8" SP I KE I N � 12 " MRP�E 30 0 30 60
wffr * x � � x � * � x * � � x � x x x � � � x * � � x � x x � � � * � � �
��
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�� PLANS
�� ,
��
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�
DETAI L 1
SPECIAL LATERAL BASE DITCH
( Not to Scale)
\
NEW STREAMBANK SHALL
BE THEATED AS
SPECIFIED IN PLANS
XTEND CHANNEL BLOCK
IIN. OF 2' BEYOND INVERT
�F EXISTING CHANNEL FLOW
T
CHANNEL � �
INVERT
COMPACTED
BACKFILL
20' MIN.
LENGTH UNCOMPACTED
BACKFILL
:OMPACTED
3ACKFILL
SECTION B-B
PLAN VIEW
Natural
Ground ?•�
d
Geotextile —
�
EST 110 S.Y. GEOTEXTILE
EST.106 TONS
Type of Liner= CI. 'I' Rip-Rap
FROM STA. 10 + 55 TO
�L �`a,��e�c
F
Min. D = 1 Ft.
Max. d = 1 Ft.
6 = 3 Ft.
Fill
Slope
STA. 11 + 75 -L- RT
D ETAI L 2
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
� �
Ditch 1.0'min.
Grade „
GEOTEXTILE
2
Type of Liner= 12 TONS,CL II Rip-Rap
Geotexti le = 14s�
STA. 11 + 75 -L- RT
�
TO
1�
■
C�AYTON �o MAIN
SPECIAL
C LASS ' I'
SEE DET�
�r
�
I IV J I/"�LLCU rKVM —V I(—
STA. 10 + 42 OFFSET 7' RT
TO STA. 10 + 60 OFFSET 11' R'
SEE DETAIL 5
'�9� ��'
��'/� �O
9
��/
GRAPHIC SCALE
ACKSON
1 1 � • 1
1 1 1 1 1
� �
R���N
i P��� �
/ -� 0
R �� P R�i
,��5 �cP�'/
�gS-� ME%
�
/
�� �
SR 13
R� �
Place Matting for Erosion Control
on Slope as Work Allows.
—L— Sta. 10 + 50 to 13 + 75 Lt
—DR— Sta. 10 + 50 to 11 + 25 Lt
Est 230 SY
NOTE:
INSTALL TEMPORARY SLOPE DRAINS TO CONVEY RUNOFF
FROM ROAD GRADE INTO PROPOSED DITCHES WITH
A SPACING OF 1000 FT. OR AS DIRECTED.
STATE OF
�/0 STATE
3
NORTH CARO�INA
PROPERTY OFFICE
FROM STA. 10 + 50 TO STA. 11 + 25 -DR- RT
STA. 12 + 93 -L- RT
DETAIL 5 STREAM PLUG
NOT TO SCALE
UNCOMPACTED
BACKFILL
5' Min. ���
SECTION A-A
1 . 5'
FINISH GRAUE
�COMPACTED
BACKFILL
IMPERVIOUS SELECT
MATERIAL (SEE PROJECT
SPECIAL PROVISIONS)
NOTES:
t) CHANNEL BLOCK SHALL BE INSTALLED IN ACCORDANCE WITH THE
PROJECT SPECIFICATIONS.
2) BLOCK SHOULD BE INSTALLED AT THE INTERFACE BETWEEN EXISTING
CHANNEL AND PHOPOSED CHANNEL.
3) BOTTOM OF BLOCK SHOULD BE A MINIMUM OF 2' BELOW THE INVERT
OF THE EXISTING CHANNEL.
4) BLOCK SHOULD EXTEND A MINIMUM OF 5' BEYOND THE LIMITS OF THE
EXISTING STREAM CHANNEL.
5) INSTALL EROSION CONTROL MATTING AND SEED IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS IMMEDIATELY AFTEH GHADING.
6) COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE DIRECTION OF
THE ENGINEER.
� FRED WoJOHNSON
i n �n�c� n n�iir� n� n i�i .
EXTEND CHANNEL BLOCK —� ��
MIN. OF 5' BEYOND LIMITS
OF EXISTING CHANNEL
D ETAI L 1
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural
Ground ?•�
d
Geotextile —
C
�` ,�e�c
Fill
Slope
EST 110 S.Y. GEOTEXTI LE
EST.106 TONS
Type of Liner= CI. 'I' Rip-Rap
FROM STA. 10 + 55 TO
Min. D = 1 Ft.
Max. d = 1 Ft.
B = 3 Ft.
STA. 11 + 75 -L- RT
D ETAI L 2
RI P RAP AT EMBAN KME NT
( Not to Scale)
10'min.
—�
Ditch 1.0'min.
Grade „ '
GEOTEXTILE
I:
Type of Liner= 12 TONS,CL II Rip—Rap
Geotextile = 14s�
STA. 11 + 75 -L- RT
�
TO
ME
C�AYTON �o MAIN
SPECIAL
C LASS ' I'
SEE DET�
STA. 12 + 93 -L- RT
\
EXTEND CHANNEL BLOCK � ��
MIN. OF 5' BEYOND LIMITS
OF EXISTING CHANNEL
PLAN VIEW
NEW STREAMBANK SHALL
BE TREATED AS
SPECIFIED IN PLANS
iXTEND CHANNEL BLOCK
IIN. OF 2' BEYOND INVERT
IF EXISTING GHANNEL FLOW
�
CHANNEL � �
INVERT
COMPACTED
BACKFILL
20' MIN.
LENGTH UNCOMPACTED
BACKFILL
"OMPACTED
3ACKFILL
SECTION B-B
DETAIL 5 STREAM PLUG
NOT TO SCALE
UNCOMPACTEO
BACKFILL
5' Min. ���
SECTION A-A
1.5'
FINISH GHADE
` COMPACTED
BACKFILL
IMPERVIOUS SELECi
MATERIAL (SEE PROJECT
SPECIAL PHOVISIONS)
NOTES:
1) CHANNEL BLOCK SHALL BE INSTALLED IN ACCORDANCE WITH THE
PROJECT SPECIFICATIONS.
2) BLOCK SHOULD BE INSTALLED AT THE INTERFACE BETWEEN EXISTING
CHANNEL AND PROPOSED CHANNEL.
3) BOTTOM OF BLOCK SHOULD BE A MINIMUM OF 2' BELOW THE INVENT
OF THE EXISTING CHANNEL.
4) BLOCK SHOULD EXTEND A ININIIYIUM OF 5' BEYOND THE LII'AITS OF THE
EXISTING STREAM CHANNEL.
5) INSTALL EROSION CONTROL MATTING AND SEED IN ACCORDANCE WITH
THE PNOJECT SPECIFICATIONS IMMEDIATELY AFTER GRADING.
6) COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE DINECTION OF
THE ENGINEER.
J 1 RC/'"'UV1 r LV V I V DC
INSTALLED FROM —DR—
STA. 10 + 42 OFFSET 7' RT
TO STA. 10 + 60 OFFSET 11' RT
SEE DETAIL 5
�G,90 �C,
�� �
9�0
�O%
ACKSON
GRAPHIC SCALE
, / / � /
1 1 1 1 1
� �
/
�
R 3�� P R��
,��s �cP�'/
�gs-� ��%
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SR �3
R� �
R���N
P��� E
-� 0
TYPE 1 STRE�►MBAN K
RE FO RESTATI O N
TYPE 2 STRE�►MBANK
REFORESTATION
STATE OF
�/0 STATE
3
NORTH CARO�INA
PROPERTY OFFICE
FROM STA. 10 + 50 TO STA. 11 + 25 -DR- RT
� FRED WoJOHNSON
i n ���� n n�iin �� n i�i �
� �
P TING DETAILS
SEEDLING / LINER BAREROOT PI.ANTING DETAIL
HEALING IN
1. Locate a healing-in site in a shady, well
protected area.
2. Excavate a flat bottorn trench
12 inches deep and provide drainage.
3. Backfill the trench with 2 inches well
rotted sawdust. Place a 2 inch layer of
well rotted sawdust at a sloping angle
at one end of the trench. ,�
4. Place a single layer of plants
against the sloping end so that
the root collar is at ground level.
/ ,. ,{ ./.,: � . :.;f 1 . L 1 .:1
���"����'�' � �'�'����
%
/
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
1. Insert planting bar 2. Remove planting bar
as shown and pull handle and place seedling at
toward planter. correct depth.
/
4. Pull handle of bar 5. Push handle forward
toward planter, firming firming soil at top.
soil at bottom.
PLANTING NOTES:
�
5. Place a 2 inch layer of well rottedy '', Y , ' i �
sawdust over the roots maintaining , i /
a sloping angle. �
,,
�j�i
, ,,��j
i��i
�j\\//��/
,\,,,,/
,\�i\
a.:
6. Repeat layers of plants and sawdust
as necessary and water thoroughly.
PLANTING BAG
During planting, seedlings
shall be kept in a moist
canvas bag or similar
container to prevent the
root systems from drying.
KBC PLANTING BAR
Planting bar shall have a
blade with a triangular
cross section, and shall
be 12 inches long,
4 inches wide and
1 inch thick at center.
ROOT PRUNING
All seedlings shall be root
pruned, if necessary, so that
no roots extend more than
10 inches below the
root collar.
3. Insert planting bar
2 inches toward planter
from seedling.
6. Lea�e cornpaction
hole open. Water
thoroughly.
❑ TYPE 1 STR,EAMBANK REFORESTATION SHALL BE PLANTED 3 FT. TO 5 FT.
ON CENTER, RANDOM SPACING, AVERAGING 4 FT. ON CENTER,
P TING
APPROXIMATELY 2724 PLANTS PER ACRE.
❑ T'YPE 2 STR�,AMBANK REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT.
LIVE STA►KES PLANTING DETAIL
ON CENTER, RANDOM SPACING, AVERAGING 8 FT. ON CENTER,
APPROXIMATELY 680 PLANTS PER ACRE.
❑ NOTE: TYPE 1 AND TYPE 2 STR,E�MBANK REFORESTATION SHALL BE
PROJECT REFERENCE NO.
l7BP.11.R,llB
WW SHEET NO.
ROADWAY DESIGN
ENGINEER
PAID FOR AS "STR,EAMBANK REFORESTATION"
LIVE STAKE
SQUARE CUT
BUDS (FACING l
LIVE CUTTING
(I/2'-2' DIAMETER)
3. Insert planting bar
2 inches toward planter
from seedling.
ST BANK REFORESTATION TYPICAL
TYPE II
TYPE I
:
ANGLE CUT 3
'-3Feet
4�
I �� I
$TRT:AM
DETAILS
BAREROOT PLANTING DETAIL
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
1. Insert planting bar 2. Remove planting bar
as shown and pull handle and place seedling at
toward planter. correct depth.
�
4. Pull handle of bar
toward planter, firming
soil at bottom.
BANK STABILIZATION WITH LIVE STAKES
NOTE:
LIVE STAKES SHALL BE SPACED APPROXIMATELY 4 FEET
ON CENTER
LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 3/4
OF LIVE STAKE IS WITHIN GROUND
ED
5. Push handle forward
firming soil at top.
PLANTING NOTES:
PLANTING BAG
During planting, seedlings
shall be kept in a moist
canvas bag or similar
container to prevent the
root systems frorn drying.
KBC PLANTING BAR
Planting bar shall have a
blade with a triangular
cross section, and shall
be 12 inches long,
4 inches wide and
1 inch thick at center.
ROOT PRUNING
All seedlings sha11 be root
pruned, if necessary, so that
no roots extend more than
10 inches below the
root collar.
�
STREAMBANK REFORESTATION
MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING:
TYPE 1
50% SALIX NIGRA BLACK WILLOW 2 ft - 3 ft LIVE STAKES
50% CORNUS AMOMUM
TI'PE 2
25% LIRIODENDRON TULIPIFERA
25% PLATANUS O�CIDENTALIS
25% PRUNUS SEROTINA
25% BETULA NIGRA
SILKY DOGWOOD 2 ft - 3 ft LIVE STAKES
TULIP POPLAR
SYCAMORE
BLACK CHERRY
RIVER BIRCH
12 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR
❑ SEE PLAN SHEETS FOR AREAS TO BE PLANTED
SHEET NO.
RF -2
HYDRAULICS
ENGINEER
ST BANK REFORESTATION
DETAIL SHEET 1 OF 2
N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT
6. Lea�e compaction
hole open. Water
thoroughly.
EXISTING/PROPOSED
STREAMBED
DIRECTION
OF FLOW
��
ANCHORS ON
1 CENTERS
MATTING
IN TRENCH
OVERLAY(MIN)
COIR FIBER
MATTING
ANCHORS ON
3' CENTERS
EXTEND MATTIN
TO NWSEL
_.. _.. _.. _.. _.. _.. _.. _.7 .. _.. _.. _.. _.. _.. _. �
STREAM BED
ANCHORS ON
1' CENTERS
IN TRENCH
� MATTING SHALL BE
PLACED IN TRENCH
AND BACKFILLED
ANCHORS ON
1 CENTERS
1 g ►►
(TYP)
NOT TO SCALE
ANCHOR TRENCH
ON 1' CENTERS
ANCHOR OVERLAP
AA1 i � �`CAITCQC
ANCHORS ON
3' CENTERS
ANCHORS ON
1 CENTERS
FLOODPLAIN/
EXISTING
GROUND
MIN
PROJECT REFERENCE NO.
l7BP.11.R,llB
WW SHEET NO.
ROADWAY DESIGN
ENGINEER
2 ►► X 2 ►► � nominal )
WOODEN STAKE
1"
1 _ 2 ►►
1-2
12-24►►
#10 STEEL
REINFORCEMENT BAR
4 ►►
DIAMETER BEND
4 ►►
24 ►►
1 " ( nominal )
STAPLE
1►►
12 ►►
AN H R PTI N
SHEET NO.
HYDRAULICS
ENGINEER
ST BANK REFORESTATION
DETAIL SHEET 2 OF
N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT
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