20140189 Ver 1_design plans_20180227

�o
Arringtn B`r`idge III Wetland
MitigatiowSR6
17
{` Mar- ac
to
�} r
117
r-
_ fro n_�
VICINITY MAP
NTS
Mitigation Type
Total Acres
Mitigation Ratio
WMUs
Enhancement (High)
5.8
3: 1
1.9
Enhancement (Low)
6.1
5. 1
1.2
Restoration
29.4
1 - 1
29.4
Non -Wetland Buffer
16.16
N/A
N/A
TOTAL
57.4
EROSION & SEDIMENT CONTROL PLAN
32.5
ARRINGTON BRIDGE III WETLAND MITIGATION PROJECT
NEUSE RIVER BASIN: CU 03020201
NOVEMBER 2015
LOCATION: WAYNE, NORTH CAROLINA
RESOURCE ENVIRONMENTAL SOLUTIONS, LLC
302 JEFFERSON ST, SUITE 110
RALEIGH, NC 27605
HORIZ. 1 inch = 300ft.
Sheet List Table
Sheet Number
Sheet Title
--
COVER
E1
EXISTING CONDITIONS
E2
EXISTING CONDITIONS
PC1
PROPOSED CONDITIONS
PC2
PROPOSED CONDITIONS
F1
FENCING PLAN
P1
PLANTING PLAN
M1
MONITORING PLAN
ES1
EROSION & SEDIMENT CONTROL NOTES
ES2
EROSION & SEDIMENT CONTROL PLAN
D1
DETAILS 1
D2
DETAILS 2
D3
DETAILS 3
PERMITTING ONLY -NOT FOR
CONSTRUCTION
DESIGN CONSULTANT
lw'am�WK
WDICKSON
community infrastructure consultants
720 CORPORATE CENTER DR
RALEIGH, NC 27607
[phone]
NC LICENSE NO. F-0374

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: I:\Projects\EBX\2013011400RA - Arrington Bridge III Design\CADD\Plan Set\2013011400 PROPOSED CONDITIONS.dwg - November 19, 2015 - Frasier Mullen
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
SR 1915 -ARRINGTON BRIDGE RD. _ — _ _ _ _ 1
(60' PUBLIC RIW)
720 Corporate Drive
I— — — —
I
T
— — — — — — — — — — — — — —
---- x ----- x ----- x \ \ \
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=100
1 1
\\ I I
1 " = HALF SCALE I`
I
I I
\ \ \
\ ANGELA ANN JONES I
\\ I
C
I
* SCOTT ERIC EASTON
� HELEN McARTHUR JERNIGAN
O ES
DB 2840, PG 445 PC M, SL A GELA ANN JOTT
J r
1 I
\ DB 2572, PG 456 PC M, SL 93-J I
93 -JERIC ON
\I\ \\\\
DB PG 43 PC Irl SL
O
1951,
I
I I
\ I 93-J I
U)
Z
O
I
- — —
`\-------J---
LLz
o O
\ I
U J
I
\\ I
O O
ILL
I 1
\
Y 0 w
Q w w w
Ix Ix 0-
LID
qOz
0
J
Cn N
z
\
\\
Z J 0)
I I I
\ \
I
1000 wo
it 0 z (3)m
W � m
z — z (n w
CQ
JBA PROPERTIES, LLC. I
M
z F -o
DB 2572, PG 448 PC M, SL 93-
0 �
I
o0�
Z N co
Z
��rnrn
U) Ij j Lu
W
z rr Z _j
O Q o0
o_ O ¢��
PROJ. DATE: FEB 2015
Q.C.: FM
Q.C. DATE: AUG 2015
, JBA PROPERTIES, LLC.
+\ \\\
I 1 DB 2572, PG 448 PC M, SL 93-J
I
\\\ \\&
\
PROJ. NO.:
20130114.00. RA
TRUSTEES 0IP
JBA PRC
BAPTIST CHURCH
OH
DB 2572, PG
DB 853, PG 6475PGS
I
I
x\\\ \\
JBA PROPERTIES, LLC.
I , PG-37=C,-SL=—F— - -- -- -- -- -- -- -- -- --
-- -- -- -- -- -- -- -- -- -x-==-x--==-x--
JBA PROPERTIES, LLC.
DB 1982, PG 313 PC L, SL 90-F
\ \(
I
li I
x Y\ X x x X
\\ \\` _`_
x CE
i�l
I CONSTRUCT DEPRESSION
I x , _.�\X X X x X X X x X65
-_
III (ELEVATION 59.50') TO DISSIPATE
I
' � � X X X X , \
1
X X X X x x X X\ X x x x—___ JBA PROPERTIES, LLC. � li
XxxX
i A � ENERGY FROM DITCH ENTERING
x�
x x X X -=�,�; 64.20 x x x x x X X s4--�\ x
x 25' --
___-
-_ _ __-
- INSTALL CHANNEL PLUG AND DB 1982, PG 313 PC L, SL 90-F I
r FROM NORTH. INSTALL MATTING AND
x X iX X\x-A�_
\ � XXX X "'�ive-
;_ X X X x x x X x x x x x x
1 64.20 E_ x x X
I
-- FLOODPLAIN SILL 1
FILL POND USING REMOVE WOODEN ,''\ ' 1
I I I LIVES STAKES ALONG THE
II\ „
x X x x X X x x X x x x x -� �
X _ _ (PROPOSED ELEVATION 61.0) MATERIAL FROM BRIDGE�'4
PERIMETER OF THE DEPRESSION.
62.80_ X
�I
X ��-X X ___ -x_ - - _ - 65 ADJACENT SPOIL PILE-
V _
X'x X x �_vx�X x x x x �xX''-°-X=- __---�_____ _ _ --- '
�x X __\__--
7S�"`Ir x
�I�- - - - - - - 64-65 --�
I�+II
-
\�i�_ ----, �'
---x-._ai \�C� `\X,!\ -X X=-�X= - -�_-----\� 63-=--- ____ REMOVE _ __- i 1
x x X xx X L� `--- -
X=
\__-, -x, __-X__ x x •\___ SPOIL PILE
\ II -_------63-----��\
I
.----_ __
1 I .' ''�♦ --�
♦♦♦♦
_ x X x x X - :=-
' x - X __x __`_-""' _ X iX X
, x x X
A AMP rF �
r _
\\� ♦♦♦♦ \ \
I 1 •♦ __----__ --- -\
` ( \ ♦♦ •—
``` X x X X X ___LCE
`\\ __ ` _ X x x X /X X -i x X %-1�,z X—81�__m� — •—= " . �� —'— ' (' , '• 'i= \_ `.�,,—
�, =� x x X X �- _ - �_---_;.� :-- -� ii
�\ % ��,r ''X�'—r_Y�c(- \ X X X X X '
1 , ,,
X F�� III 1 FILL DITCH TO
I•
_ x'JC X_1Bj
-
♦ _ �. .� \ , ,,� x_-�� r'hC __ _--— X 60.80 `1\\ q
REMOVE PINE TREES AS NEEDED -'-- ♦♦. - _� . \ \ sB =max X'�--��_--= x`��X Y� X \ �' 1 \
I
"
1 , I.\• \.
r I PROPOSED
1 --------___` ♦�� �� ♦
1 TO ACCESS AND GRADE • •
,I
1 \ \ �x-_� x X X 1�1
'x
I 1 \�
ELEVATIONS,
- -
STOCKPILE AREA ---- i' -,
\ \_ ----*x-_
�
I 1 � ,j° -\\ � / 1
1/ / \ •\ �- � /� i --@` �\\tet\' ,1� I�/�=�_ � \- ]ll ,e
-, . � \
61.10
(0
6
�••------- i '
i \ hli rr _�'�'� _;,%s 88"1$'
__�'�
— _-'�••-••-♦---•'� i
I I 1 I � � _ ••
'iNa'
1\ _ i \\4 �> �;,,;,,, X60.70 �� x - �� ,� ,' 'SW INv 58.8.
'� ` �✓,� � � I41 '.' �%
i 11 —
� 1 \ REMOVE 24
,___/ •
1 II i ��=�••••• -63- �
___--- ---- , /
1 I x ___ - =• _ __----- _-_-
I I _ -------- - - --- —/ -
` \\
_-'/
/ � � � / �/ �i / �24 DIF I � 11
INV=59.3 /' REMOVE 24
61.20 '-\ - i W INV= 3'
z-'� , / DIP CULVERT
61 "' �' i , i REMOVE
/,� ' LEAVE ROAD
� i 1 DIP CULVERT _ — — -
I X 60.10 l -
I
1 _-'
I ------ --- _-sz--
/-- .'
- _/ ; _ _� ��
BED +/ ROAD BED
pp�
_\ \
I I I /�' •'
�_� 1 .`$�i� DC 60.80 • %�
v i� 4,i FILL DITCH TO
--' '.� 0/ /''
�
\ - _ _g060.8�
I ------- ___-- -�->!��=�
/ _
,___,' ,-'_-x
,��/ 'x i /'x'' '�' i PROPOSED
3,+' ELEVATION
\ \s�',
\ /
JBA PROPERTIES, PROPERTIES, LLC. X 60.90
I I I----
,,_61_30
1 DB 1982, PG 313 PC L, SL 90-F ' ' r -' �'%/'% ,'
I I I /<'���
90'
60.'/''
I I I PROPOSED STOCKPILE AREA:
/ _/ �� r ��
X 60.90
DB
JBA PROPERTIES, LLC. \\ 1
1982, PG 313 PC L, SL 90-F \ \�
I 1 /�' '%� /'
AREA: 1.9 AC
- x
' HEIGHT: 3.0 FT TO 4.0 FT
I I SIDE SLOPE: 10H 1 V
/ /
FILL DITCH TO / / '�
LEGEND
: _
1 I I VOLUME: 7,000 CYD TO 9,000 CYD ��s��'\-- - __ _,'
JBA PROPERTIES, LLC. / -__ __,-
PROPOSED DB 1982, PG 313 PC L, SL 90-F /
/
EXISTING CONTOUR MAJOR
ELEVATION __�
e 6
X 60.90
i�
EXISTING CONTOUR MINOR---------
46 ---------
-----Ta--------
EXISTING TOP OF BANK I-----Ta---I
I
EXISTING BOTTOM OF BANK -----aa-----ae-----aa-----ea—
I I I JBA PROPERTIES, LLC.
EXISTING CHANNEL CENTERLINE
DB 1982, PG 313 PC L, SL 90-F
`0 ' ''
'' d�/ 6�
EXISTING FENCELINE -----,----- -----,-----x-
,
1
/>
1 I
-
EXISTING TREELINE
I 1
WETLAND ENHANCEMENT (HIGH)
I
1 I
WETLAND ENHANCEMENT (LOW) + + + + +
1
1
JBA PROPERTIES, LLC.
j
DB 1982, PG 313 PC L, SL 90-F
PROPOSED WETLAND
1 I
I
RESTORATION LIMITS J
1
I I
PROPOSED CHANNEL PLUG
' I
NOTES
1 I
I
PROPOSED CHANNEL PLUG WITH
I
1. CHANNEL PLUG TOP ELEVATION SHOULD BE 6" TO 12" ABOVE TOP OF BANK, OR PROPOSED
SPILLWAY
SPOT ELEVATION. PROPOSED CONSERVATION EASEMENT
2. ALL OPEN AREAS PROPOSED FOR WETLAND RESTORATION ARE TO BE RE -GRADED AND
SMOOTHED. CONTRACTOR SHALL GRADE THE SITE SUCH THAT SURFACE RUNOFF IS DIRECTED
PROPOSED CONTOUR MAJOR u,
DOWN VALLEY AND NOT TOWARDS (PERPENDICULAR) DITCHES TO BE FILLED.
PROPOSED CONTOUR MINOR
EARTHWORK QUANTITIES
3. REMOVE ALL EXISTING ROAD BEDS LOCATED WITHIN PROPOSED WETLAND RESTORATION
AREAS, UNLESS NOTED OTHERWISE.
PROPOSED ELEVATION X 58.00
CUT: -16,200 CYD
4. CONTRACTOR MUST DEWATER ANY EXISTING IMPOUNDMENTS THAT ARE TO BE FILLED OR
FLOODPLAIN SILL
FILL: - 6,700 CYD
GRADED.
NET: -- 9,500CYD
5. PRIOR TO PLANTING, CONTOUR RIP ALL AREAS PROPOSED FOR WETLAND RESTORATION.
BRUSH BED SILL
RIPPING ACTIVITIES SHALL BE PERFORMED PERPENDICULAR TO THE EXISTING VALLEY.
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: I:\Projects\EBX\2013011400RA - Arrington Bridge III Design\CADD\Plan Set\2013011400 PROPOSED CONDITIONS.dwg - November 19, 2015 - Frasier Mullen
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=100
0 100 200
2" - FULL SCALE
1 " = HALF SCALE I`
w
Q o
C
T
O�
T
J r
CL
Z
O
I..L
I-
U)
Z
O
M
O
LLz
o O
a Z
U J
w Z
o
oC O
O O
ILL
Z
Q
In Z w I-
Y 0 w
Q w w w
Ix Ix 0-
LID
qOz
0
J
Cn N
z
Y z0 z
Z J 0)
W C00 - 5
Z � z w
0
1000 wo
it 0 z (3)m
W � m
z — z (n w
CQ
F- (3)
( G U W
M
z F -o
Q_So
0
0 �
1 1
Qa �_ =
o0�
Z N co
Z
��rnrn
U) Ij j Lu
W
z rr Z _j
O Q o0
o_ O ¢��
PROJ. DATE: FEB 2015
Q.C.: FM
Q.C. DATE: AUG 2015
DRAWING NUMBER:
PC1
PROJ. NO.:
20130114.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: I:\Projects\EBX\2013011400RA - Arrington Bridge III Design\CADD\Plan Set\2013011400 PROPOSED CONDITIONS.dwg - November 19, 2015 - Frasier Mullen
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
\
www.wkdickson.com
i
I
I
I
1
I
I
I
I
1
I
I
I
1
FULL SCALE: 1 "=100
0- 100 200
2 FULL SCALE
1 " = HALF SCALE I\
W Ln
I
0
CDo
I
Z
O
H
Z
O
IZ
O
ILLz
o O
CL Z
12� >_
U J
Lu Z
' O
IJBA PROPERTIES II, LLC.
a
O U)
`L w
I
z
1 DB 2783, PG 878 PC K, SL 27-C
z L0
0
J r-
N
LU
z
Y z
=ate C) _r_-
'0)
J
m I— D
LU z
np r
Jill
o00 w�
�C H U cn z
w
Z Z U)
I
z O ~o
o
U p nCDLO
0 U �0co
Q LU -)ON
LEAVE
TIE-IN PROPOSED
0 EL Uj
U Z0U) w
W W Lu w J
z Er z
m
a_o� O Q0-
ROAD BED
' FARM PATH INTO
Q.C. DATE: AUG 2015
DRAWING NUMBER:
PATH
3A PROPERTIES, LLC.
PROJ. NO.:
20130114.00. RA
i�_r-_
\EXISTING
I/
372, PG 448 PC M, SL 93-J I
\�\ 'ss,-
\
ICA INC.
UCHIDBn1550
__ x
-61-
60 `x x x x x x
PG
�x x x
x /x �� X x
x x x'x'x I
I
\
INSTALL CHANNEL
x
� X .' /x x x x " x x, x x x
Ix
UCHIYAMA AMERICA, INC. PLUG WITH
/ �,�� x x x x x X X
BELLSOUTH TELECOMMUNICATIONS, INC.
DB 1550, PG 269 SPILLWAY AFTER
_
I���__.� — x x x x x
DB 2783, PG 878 PC K, SL 27-C \
PLANTING
_x
x
1
I
Te
CAROLINA POWER & LIGHT COMPANY
DB 1704, PG 681 PC L, SL 18-C I '
r ����� _ �� _ ���-'-59----_-� ��
NW IN =54?
X 57.003
Ar
�, `\1
x x
X 58.50 „ '
2 RCPT /
`�
_��
_= -`-----'� x x x x x x i �_-�'
xl
- , E INV= 40'
�__\ �I
I,,
/��__-'�___-_-_�g�-�
x
�� '_ i / x /x x
x, xxxxxxxxxxxxlxxXxxxxxxxx
I
1 S I
1
=57.01'
__- _�---__-__-- _ ,� _
x `� // x x x x x x x x x x x,x—x x x x x x
X x `X_x_, x x x x x x x x
_ ,
1
x x x x/-_ X' x x x �'X x x x
/
x x x x x x x x x x x x x x x�x� _xxxxxx x x x x x x x x x x x x x x x x xx x x x x x x x x x 58.10 �
x� x x x x — x x x x i
/
x x x x x x x x x i
x x x x x x x x x x x x xfc x —1 -b1,
-__-
x x a� x x x x x x x x x x x, x x x x x f X I
\ /-x,,� x x x x\xxx xxxxxx x x �x x _x x REMOVE x x x x x xAl
i/� 8•
�
x x x x x x x
x x x x\ ` x_��,x x x X x xX xxx
xxx \ x
---65--+--
--\-=_
---_ --- ---- -----_ — -_- k' --
--- — —=---65 --__ -- \ ,,\ /
-- -,,��
V xx ,xx xx xx
x xxx x x k ROAD BED x X x x 'x /
x x �_X
FILL DITCH TO MATCH x x X xxx
x \x x x\ x x x xxx x x x x '� X 600
x`� xxxx
,/ ^ r�'/�, 5g /
' ' '
r
T
�-------------64 — --
-_ ------
-----------
-' X x \I \� \��--/
'�------ -- ___
��' x �1\
x r xx/ xx _8 5 x'�
EXISTING GROUND xxx x\ x x x x\X\ _'=-� x x x xxx x _L >", x x
x x x x x xl x x i i i
xxx 0
/
/ \ /
--------
----
�, - x x x �.\,�
-------' y'x _
xxxx \
x x �- x x x x
x x��` x x xxxxx x� x x x x �-�' ,
ELEVATION ADJACENT x � x x x x x x -'
N xxx x x x
'60 60 00
_
L-- s _ __----
3>
------
—�
-�
�,,� x x/x x x x \x\k�\\ �\
----- �- -x-x-+ x x ��x\,q\ ,
x x x x x �� \
x`� x x x x �- x x x x/ _-' - X 58.50 /"
TO DITCH. x x xxx x x xxxxx x x ii�l/ll
x. x x x x x x s x60 / x x x x x x x /-
x x k x x x \.9, x x x x �/
` �`\\ \\x
ii -
' "0
_
x
x x x x x 'x x x x x '���� \�
INSTALL CHANNEL x x,*
x x x x x x I\ x x' ��
x x_x x x `" x x X X X x _
xi x k _ x s x X_ x, x
/
— _
x
x x x x x .' x x x x x x�\ �. _X _
x
`�
x x x x x x/,'�
) x x x x x x x x.8 —_ x x 'k x
/x x x
\\
-- 62
- l --.--- -'
�
x x x x x x x x x X x-
PLUG AND x x
tx x x x x
x x
x x X'x x
l x x x x x x x x\
x REMOVE TWIN 12" xxxx x
�\ \ x/x 5s
'
REMOVE
x x x x x x ��`�
FLOODPLAIN SILL x x �'x x x x x X
x x `� k
x /xxxxxxxxx x x x
_
x x
,,,_ x_
x DIP CULVERTS x x I x x - X.57.80
�` x
ROAD BED
x x x x X`�x�'x \�
x `� x x x xxxxxx xxxxxx
x`\ xxxxx' xl x x\ 58.30 ,_-"' , �'
x `� x x \� x , x x - , / ., JBA PROPERTIES
xxx
II, LLC.
REMOVE 12" RCP
J x x xxxx x xxxx k \x x xxxx x x x 58.80 '-X' /�'Sa /� DB 2783, PG 878 PC K, SL 27-C
xxxxx x x x x x x x x\ \x x x -- /
x xxxx x xX� \ \xxxx\ ,, ___ _ S /
x x "'`x x\ _ -, _- �- 8
x x ��
CULVERT. RE -GRADE AND
INSTALL COIR MATTING
x x x x x
� xxxxxxx x
x ,, _ _
x x '
`- \ x \ f
_60_50 5990—
___\--- _-
_ _ \ I V xxxxx
x x x
__�_ x_,-
x x _- _-"'. / REMOVE SPOIL
,/
PILES AND FILL DEPRESSIONAL
AND LIVE STAKES.
_--_
- x
-- xxx x% x x
\ �,
x x `' _-'<-- / X 58.30 /' AREAS. RE -GRADE
AREA SUCH THAT THERE IS
— _�`�� -----
--- __ - - � /
60.5-0-___- ' \' POSITIVE DRAINAGE TOWARDS THE EXISTING DITCH.
---�--_-
_
` SEE PROPOSED CONTOURS
AND SPOT ELEVATIONS
X 60.10
I / /-'--/ - -57.34'
- — �'�
o
6 1
-
------1 T' / / --
/ / j ,' 12" DIP
,i" NV
�\ / /' //� \ SE INV=57.64' �_-
i ' /i' X 59.50
NE INV=57.21' --'
SW INV=57.74%
/, �
�'
X 60.50 i 1 / REMOVE - _';�'
''
60 -_ _6
' * + ROAD BED X 58.80
\
X 59.40
Q
LEGEND
59.3
'
EXISTING CONTOUR MAJOR
50 - — —
/
6f
\\
EXISTING CONTOUR MINOR
-- 46
PROPERTIES II, LLC. INSTALL FARM PATH
EXISTING TOP OF BANK ---- a-----1a-----.a_____.
e—
LEAVE
\ \ f \ / �/ '� \
/,/ \ DB 2783, PG 878 PC K, SL 27-C
EXISTING BOTTOM OF BANK
ROAD BED v
� � ,�/ I
`�
EXISTING CHANNEL CENTERLINE
JBA PROPERTIES,
LLC.
B 1982, PG 313 PC
L, SL 90-F
�
/
L
�/,�/�/ JBA PROPERTIES,
��
LLC. \
\
EXISTING FENCELINE ----- ,
EXISTING TREELINE
----- x ----_
DB 1982, PG 313 PC L, SL 90-F
\
WETLAND ENHANCEMENT (HIGH)
TIE-IN PROPOSED
FARM PATH INTO
+
WETLAND ENHANCEMENT (LOW)
+ + + +
+ + + + +
EXISTING PATH
t
PROPOSED WETLAND f
4
RESTORATION LIMITS
PROPOSED CHANNEL PLUG
/
,
/ � / /
9,30 �, �, ���,
NOTES
PROPOSED CHANNEL PLUG WITH
SPILLWAY
/
;;5,/ % /,- �,' 1,-
PROPOSED CONSERVATION EASEMENT
1. CHANNEL PLUG TOP ELEVATION SHOULD BE 6" TO 12" ABOVE TOP OF BANK, OR PROPOSED
SPOT ELEVATION.
PROPOSED CONTOUR MAJOR
50
2. ALL OPEN AREAS PROPOSED FOR WETLAND RESTORATION ARE TO BE RE -GRADED AND
PROPOSED CONTOUR MINOR
1
SMOOTHED. CONTRACTOR SHALL GRADE THE SITE SUCH THAT SURFACE RUNOFF IS
PROPOSED ELEVATION
X 58.00
DIRECTED DOWN VALLEY AND NOT TOWARDS (PERPENDICULAR) DITCHES TO BE FILLED.
3. REMOVE ALL EXISTING ROAD BEDS LOCATED WITHIN PROPOSED WETLAND RESTORATION
FLOODPLAIN SILL
EARTHWORK QUANTITIES
E
- - �'�
`
AREAS, UNLESS NOTED OTHERWISE.
4. CONTRACTOR MUST DEWATER ANY EXISTING IMPOUNDMENTS THAT ARE TO BE FILLED OR
BRUSH BED SILL
GRADED.
CUT: -16,200 CYD
5. PRIOR TO PLANTING, CONTOUR RIP ALL AREAS PROPOSED FOR WETLAND RESTORATION.
FILL: - 6,700 CYD
RIPPING ACTIVITIES SHALL BE PERFORMED PERPENDICULAR TO THE EXISTING VALLEY.
NET: - 9,500CYD
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: I:\Projects\EBX\2013011400RA - Arrington Bridge III Design\CADD\Plan Set\2013011400 PROPOSED CONDITIONS.dwg - November 19, 2015 - Frasier Mullen
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=100
0- 100 200
2 FULL SCALE
1 " = HALF SCALE I\
W Ln
Q o
N
0
CDo
J r
CL
Z
O
H
Z
O
IZ
O
ILLz
o O
CL Z
12� >_
U J
Lu Z
' O
U O
Lu LL
Z
a
O U)
`L w
Q w w W
z
0
z L0
0
J r-
N
LU
z
Y z
=ate C) _r_-
'0)
J
m I— D
LU z
z W Cc
o00 w�
�C H U cn z
w
Z Z U)
z O ~o
o
U p nCDLO
0 U �0co
Q LU -)ON
2LU
.J
Q NO N r, -
Z ~ N Ch d7 d7
0 EL Uj
U Z0U) w
W W Lu w J
z Er z
m
a_o� O Q0-
PROJ. DATE: FEB 2015
Q.C.: FM
Q.C. DATE: AUG 2015
DRAWING NUMBER:
PC2_
PROJ. NO.:
20130114.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: I:\Projects\EBX\2013011400RA - Arrington Bridge III Design\CADD\Plan Set\2013011400 PROPOSED CONDITIONS.dwg - November 19, 2015 - Frasier Mullen
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
1
1 1
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 200
0 30 60
1 \ 1
1
1 " = HALF SCALE I`
Q o
D
T
1 � 1
1 1
1
J r
IZ
z
O
H
Cn
z
O
rY
O
LL
z I-
0 O
a z
0
U J
U) z
0O
I O
W L.L
z
H
o z Lu I—
O
- -
Q w w W
Ix Ix I-
I
z LO
0
(0
J
N
z
Y z
Q _j
J '0)
_
Im �
Wz z
w
1000 w�
it 0 z (3)
m Q W X
LD w
z z U)
U
z z ~o
M O L000
co
Iii < LLj (L U a) 0 0
Q JV cr�N
H = O
Q Np N I'
z Cl) o) o)
—
v z_U -���
LLI
w w
wz LLi
W z rrzm
O Q LL. C) O
O
w ¢��
PROJ. DATE: FEB 2015
Q.C.: FM
\
DRAWING NUMBER:
F1
I I \\
I
20130114.00. RA
\
I
REMOVE 2,403 LF OF
\\\\
II
EXISTING FENCE
\ \
I
I I
WITHIN EASEMENT
REMOVE 148 LF OF TIE IN TO
REMOVE 76 LF OF \
I I
\
EXISTING FENCE - EXISTING
FENCE
EXISTING FENCE
\ \�
I
I I
WITHIN EASEMENT
TIE IN TO WITHIN EASEMENT
+ \\
EXISTING FENCE
REMOVE 1,992 LF OF
\\\
REMOVE 91 LF OF
EXISTING FENCE
II WITHIN EASEMENT
\`. & \�
\\ \ ��
EXISTING FENCE
WITHIN EASEMENT
J� •--� '� /// � /
- <
_ _ - _ _ -
_ _ -
\\
REMOVE 671 LF OF
F
_
REMOVE 43 LF OF
EXISTING FENCE
WITHIN EASEMENT
EXISTING FENCE
EXISTING FENCE
I
\\
-
I
WITHIN EASEMENT
I� WITHIN EASEMENT REMOVE 2,304 LF OF I i \ ` ��
_-
- _� — — — i
�'� \ � X? ��c' , 12" RCP
REMOVE 86 LF OF
,��;
EXISTING FENCE
_-�__-��--
_,'
NCE EXISTING FE
I WITHIN EASEMENT
;;�•:
Lce----------
WITHIN EASEMENT ; ---- r ---' '
;; •„ : ;�;_ / �� 5
--7
// -��` l - - - r� i;x�= _ ."�.-
I
_ �•�' (• _�.�'
�t.CE
- -� � .�• \/- .�;f"';x _\ \\
;\'" .1,1�;,:;:„�.,�.,.i.; 'jam--'3"�i
+'
1 -
I
'1 .t
x 1
y
i• 1
I _�G _ _-- __-- %
_ / r/
6 6
/ �4P -/ �A/ /
'% r.
/ / NV=5933. / •
-- - -----
\\' — — '�-� \ }/
1 1 _ O r- ) / /
I 1 I / I / / /+ / /NE INV'17.2P
/ dWINV=54
-- S,g
V=57.34'
' \ SE l
/ /
INSTALL 7,506 LF OF WOVEN
/� REMOVE 2,403 LF OF WIRE FENCE. SEE DETAIL
SHEET D4
/---- --' �� \-------- / �' ,�
—
/,� /�� / �� i . •'. •.
\� t \\ %\ /
/
EXISTING FENCE
WITHIN EASEMENT
- i! '� • •'
� �
-\ \ � �,o
` /�J i, �
I , I _ � / ; ; -� j
''�^,/.�,�-r'`
---, •', ;i
,- , \ \ . _,_ J,- , cow
� ,
_
TIE IN TO
1
EXISTING FENCE
TIE IN TO
I I I EXISTING FENCE
=
%'
'
LEGEND
�D�
1 1 I REMOVE 1,313 LF OFEXISTING
I EXISTING FENCE
I WITHIN EASEMENT
I
1
6 '
REMOVE 2,304 LF OF
EXISTING FENCE
INSTALL 7,506 LF OF WOVEN - -,
WIRE FENCE. SEE DETAIL �. i ' ' REMOVE
SHEET D4 /i
/ �yo � � EXISTING
2,403 LF OF \
FENCE
CONTOUR MAJOR —
EXISTING CONTOUR MINOR ------ 46 ---------
/ /
V ( WITHIN EASEMENT
EXISTING TOP OF BANK _
I I INSTALL 7,506 LF OF WOVEN
WITHIN EASEMENT
\ /.
=_---
1 I WIRE FENCE. SEE DETAIL
\ /�1 /
e_____ ------ _____00
EXISTING BOTTOM OF BANK 0a-
1 SHEET D4
i
/ /
EXISTING CHANNEL CENTERLINE
\I y
EXISTING FENCELINE
1
/ I
!
� I
EXISTING TREELINE
EXISTING WETLAND
PROPOSED WETLAND
RESTORATION LIMITS J
PROPOSED FENCE X
PROPOSED CONSERVATION EASEMENT LCE LCE
12' ACCESS GATE •
NOTES
ALL PROPOSED GATES SHALL HAVE A 12' WIDTH.
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: I:\Projects\EBX\2013011400RA - Arrington Bridge III Design\CADD\Plan Set\2013011400 PROPOSED CONDITIONS.dwg - November 19, 2015 - Frasier Mullen
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 200
0 30 60
2"= FULL SCALE
1 " = HALF SCALE I`
Q o
D
T
Or
J r
IZ
z
O
H
Cn
z
O
rY
O
LL
z I-
0 O
a z
0
U J
U) z
0O
I O
W L.L
z
H
o z Lu I—
O
Q
Y w
Q w w W
Ix Ix I-
10
z LO
0
(0
J
N
z
Y z
Q _j
J '0)
_
Im �
Wz z
w
1000 w�
it 0 z (3)
m Q W X
LD w
z z U)
U
z z ~o
M O L000
co
Iii < LLj (L U a) 0 0
Q JV cr�N
H = O
Q Np N I'
z Cl) o) o)
—
v z_U -���
LLI
w w
wz LLi
W z rrzm
O Q LL. C) O
O
w ¢��
PROJ. DATE: FEB 2015
Q.C.: FM
Q.C. DATE: AUG 2015
DRAWING NUMBER:
F1
PROJ. NO.:
20130114.00. RA

PLANTING TABLES
Permanent Wetland Seed Mix
Live Staking Tree Species
Common Name
Scientific Name
Percent
Composition
Virginia Wildrye
Elymus virginicus
25%
Switchgrass
Panicum virgatum
25%
Little Blue Stem
Schizachyrium scoparium
25%
Soft Rush
Juncus effusus
25%
1
1
1
� � 1
1
\ � 1
1 �
1
Bare Root Planting Tree Species
Bottomland Hardwood Forest
Live Staking Tree Species
Common Name
Common Name
Scientific Name
Percent
Composition
Silky dogwood
Cornus amomum
20%
Silky willow
Salix sericea
20%
Black willow
Salix nigra
60%
1
1
1
� � 1
1
\ � 1
1 �
1
Bare Root Planting Tree Species
Bottomland Hardwood Forest
DICKSON
Common Name
Scientific Name
Percent
Composition
Swamp Chestnut Oak
Quercus michauxii
5%
River Birch
Betula nigra
20%
American Sycamore
Platanus occidentalis
20%
Overcup Oak
Quercus lyrata
5%
Red Maple
Acer rubrum
15%
Water Oak
Quercus nigra
5%
Bald Cypress
Taxodium distichum
15%
Swamp Tupelo I
Nyssa biflora
15%
NOTES:
1. Bare root planting is proposed for all areas within the easement not
currently forested.
2. Bare root planting density is approximately 680 stems per acre.
3. Live stakes should be installed at the direction of the engineer.
4. Permanent riparian seed mix shall be applied to all disturbed areas within
the conservation easement at a rate of 15 lbs/acre.
I I
77 ANGEITA ANN
\ \ \ SCOT RIC EASS'
ES
ETON
\ DB 2840, PG 445 PC M, SL A GE AANN JO S HELEN MCARTHUR JERNIGAN
` \ 93-J S OTT ERIC EASIy{���N DB 2512, PG 456 PC M, SL 93-J
1 I \ DB 951, PG 43 PC FA, SL
93-J
I I \ \ I
�\ LEAVE EXISTING
1 ` \\ES, LITC HARDWOOD FOREST
\ \qI I I
\\-F, F\ DB 252, PIS"8 PJBA 'C M, SL I \
I I \ \
JBA PROPERTIES, LLC.
DB 2572, PG 448 PC M, SL 93-J +\ \ \ \ I I I I \\
BA PROPERTIES, LLC.
I 1 \\\ \ \ \\ I TRUSTEESBAPTISOTPCHUROH SHIP
II\ \ \ \ DB 853, PG 647 PC 5, PG 128 I 3132 PG 448 PC M, SL 93J
LIROPE�TIE�1­!­C.J�DF— — —
— _ — — 7B — — — — I BELLSOUTH TELECOMMUNICATIONS, INC. \ UCHIVAMA AMERICA, INC.
DB 2783, PG 878 PC K, SL 27-C DB 1550, PG 269
WEIR &LIGHT COMPANY I ,
PLANTING NOTES
ALL PLANTING AREAS
1. EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED UNTIL PERMANENT
VEGETATION IS ESTABLISHED. THE CONTRACTOR SHALL INSPECT EROSION CONTROL
MEASURES AT THE END OF EACH WORKING DAY TO ENSURE MEASURES ARE FUNCTIONING
PROPERLY.
2. DISTURBED AREAS NOT AT FINAL GRADE SHALL BE TEMPORARILY VEGETATED WITHIN 10
WORKING DAYS. UPON COMPLETION OF FINAL GRADING, PERMANENT VEGETATION SHALL
BE ESTABLISHED FOR ALL DISTURBED AREAS WITHIN 10 WORKING DAYS. SEEDING SHALL
BE IN ACCORDANCE WITH EROSION CONTROL PLAN.
3. ALL DISTURBED AREAS SHALL BE PREPARED PRIOR TO PLANTING BY DISC OR
SPRING -TOOTH CHISEL PLOW TO MINIMUM DEPTH OF 12 INCHES. MULTIPLE PASSES SHALL
BE MADE ACROSS PLANTING AREAS WITH THE IMPLEMENT AND THE FINAL PASS SHALL
FOLLOW TOPOGRAPHIC CONTOURS.
4. COIR FABRIC MATERIALS SHALL NOT BE CUT WITH PLANTING IMPLEMENTS. THE SMALLEST
OPENING NECESSARY TO ACCOMMODATE EACH PLANT SHALL BE CUT INTO COIR FABRIC
USING A SHARP KNIFE OR SHEARS. NO HOLES LARGER THAN 12 INCHES SHALL BE MADE.
5. SPECIES SHALL BE DISTRIBUTED SUCH THAT 3 TO 6 PLANTS OF THE SAME SPECIES ARE
GROUPED TOGETHER.
6. BARE ROOT PLANTINGS SHALL BE PLANTED ACCORDING TO DETAIL SHOWN ON SHEET D3.
LIVE STAKES SHALL BE PLANTED ACCORDING TO DETAIL SHOWN ON SHEET D3.
7. TREATMENT/REMOVAL OF INVASIVE SPECIES, PINES AND SWEET GUMS LESS THAN 6" DBH
SHALL BE PERFORMED THROUGHOUT THE PLANTED AREA.
8. LIVE STAKES SHALL BE INSTALLED ALONG DITCH BANKS THAT ARE TO REMAIN OPEN.
f�
I
1
1
I
I
1
I
I
I
I
JBA PROPERTIES II, LLC.
DB 2783, PG 878 PC K, SL 27-C
I
UCHIVAMA AMERICA, INC. " " 7. 1
DB 1558, PG 269
JBAPROPERTIES, LLC. — De 1]04, 1 P L, SL 18-C
DB 1982,, PG PG 313 313 PC L, SL 90-F
JBA PROPERTIES LLC. _ \ .� — — 1 = —' —' •/x " r ... 7:
\ / "_ •�\ "x"��s''� " \ — — DB 1982, PG 313 PC L, SL 90-F I "I JBA PROPERTIES, LLC. \V I / /— / a i" _— x"="== y"jam
081982. I Y v "_�
I I PG 313 PC L, SL 90-F — — _ " „
� / �- 6•� '�-'^ � � _ — � _ \---------- — — � '/\ 1 III ' � — � � -� 1 J \------_1 it /--' > \ "tea- •� 'J'•��e-"'.\..;�;; "'"`-C"_ "`�"� � .J." �.1,. / / /- ///
_ ---_---------jY: :� ::.�`
— — —_----_---- _ --_ _---_`—-- xv:T.:\� �1 "/x,T•'�"" — ,Y=�=yh
Ir // - � /' / , - -��"_ �,r„r x�"=4/l"i - '\ -- --- _- - - _ _-- �--.-r"" •.r": `\` \ �y"� �"=k" "ice"a �'��"�t,�.�""�__ Js.�� '' / �/ / / �/ �? /
/ / /\1 � _ - � �y_a,� .->,- „\' '/• .\ _ - -� - •�' \/l "�" _� \\ .1,1,"s-r.'=;�.,�. y." 'fes.:- i- //
• lk
_ a
I /` � � / \ \ _ � • I =1, " = s = .� JBA PROPERTIES 11, LLC.
— / / _ ✓' _ _ -\_ " /— DB 2]83 PG 8]8 PC K SL 27-C
.y
I 1/
EINV-57
I ' �' / ' / / i..�— /. / / !/ VyJ9.3 . ./ ; . ' S1 / / / / �/ / / / / �E II•Y�=S D1' /q� \ / ,•/ / ,/'
JBA PROPERTIES, LLC. (I ' / F / /� �/ /' \ / /� - / // •t/' /
DB 1982,PG313PCL,SL90-F _ / \ j., / / / / JT
/ JBA, PG 313 PCL LLC.
DB 1962, PG 313 PC L. SL 90-F
���
JBA PROPERTIES, LLC.
DB 1982, PG 313 PC L, SL 90.F // ' I i/ /� /J� J ` D82783, PG171PC K,SL 27-C
LEAVE EXISTING JBA PROPERTIES, LL
CYPRESS PLANTATION R19fl'Pc33PO1 S10 /'� / �/ / / ( JBA PROPERTIES, LTC \
JBA /
1 DB 1982, PC 313 PIC L, 5 90-F / <% r / DB 1982, PG 313 PC L, SL 90 F \
I "7\V)
L�
—
I
I JBA PROPERTIES, LLC.
DB 1982, PG 313 PC IT, SL 90-F
/
JBA PROPERTIES, LLC.
DB 1982, PG 313 PC L, SL 90-F
7///-,
12'_
PLANTING LEGEND
/I ,
JBA PROPERTIES II, LLC.
DS 2783, PG 878 PC K, SL 27-C
r-'
JB/PROPERTIES II, LLC.
DB 2783, PG 878 PC K, SL 27-C
PLANTING ZONE - BOTTOMLAND HARDWOOD FOREST
(TOTAL AREA= 41.0 ACRES, ±2 ACRES)
PYRIGHT n_ WK _ DICKSON & Cn_ INC_ ALL RIGHTS RESERVED_ REPRnDI1CTInN nR I1SE nF THE CONTENTS nF THIS DnCI1MENT- ADDITIONS nR DELETInNS Tn THIS DOCUMENT_ IN WHOLE nR IN PART_ WITHOUT WRITTEN CONSENT OF W_K_ DICKSON & CO_ INC__ IS PRnHIRITED_ ONLY COPIES FROM THE ORIGINAL nF THIS DnCIJMENT_ MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED Tn RE VALID_ TRUE
FILE NAME: I:\Projects\EBX\2013011400RA - Arrington Bridge III Design\CADD\Plan Set\2013011400 PROPOSED CONDITIONS.dwg - November 19, 2015 - Frasier Mullen
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 200
0 200 400
2" = FULL SCALE
1 " = HALF SCALE I`
W LID
Q
C)
T
0 r
J r
CL
z
0
VJ/I—/�
z
0
M
0
LLz
0 0
a z
U J
I W z
o
I oC 0
O (D
z
a
p Z Lu I—
O u) F-
Y � La
Q
W/�
/Wm /Wm
0
z LID
O
N
z
Y z
=a U=
J '2)
m �
W Cz
z
z w
000 w�
it 0 z (3)
Q
m W X
LD w
Z Z U)
U
F-
C:Z
Z
M 0 (1) co L0
IL U o Cao
Wa J D �oN
Q Z = p N 1\
Z H N M cy) cy)
U ZZ --�rnrn
W W
W
J_
z � Z
O Q� 00 m
o_ O < 2E
PROD. DATE: FEB 2015
Q.C.: FM
Q.C. DATE: AUG 2015
DRAWING NUMBER:
P 1
PROJ. NO.:
20130114.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: I:\Projects\EBX\2013011400RA - Arrington Bridge III Design\CADD\Plan Set\2013011400 Monitoring_E&SC.dwg - November 19, 2015 - Frasier Mullen
VVK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
' 1 1
1
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 200
0 200 400
1
, 1 1
1 1
1
1 1
1 �
1 " = HALF SCALE I`
W Ln
0
Q N
1
1 1 1
1
Z
0
LL
VJ//I—/�
Z
.�10
I..1.
0
LLZ
0 0
a Z
U J
0
1 w Z
1 0
0
0 0
LL
Z
ll/^�
Q 66
0 Z W I—
1
Y O W
Q W W W
10
z LID
0
N
z
Y z
"
J '0)
=a _
m �
W z
z W OC
1000 w�
it 0 Z (3)
Q
m W X
wcn
Z(Z
O Q Z U
C�Q U)
Z_ 0_ co
I
I I I
\ ANGELA ANN JONES
= N �
H N
0 Z Z !�
I
I
1
1 1 SCOTT ERIC EASTON
9 1 UB 2840, PG 445 PC M, SL A GELA ANN JO S HELEN MCARTHUR JERNIGAN 1
ell PROJ. DATE: FEB 2015
Q.C.: FM
Q.C. DATE: AUG 2015
1 1
\ DB 2572, PG 456 PC M, SL 93-J i
` 93-J S OTT ERIC EAS N
\\\\ DB 1951, PG 43 PC SL
M 1
I
I I
\ 11,
93-J
\\ s l
1
1
I I 1
I
\ a
1
1 1
f 1
\
I I
\
JBA PROPERTIES II, LLC.
1
, DB 2783, PG 878 PC K, SL 27-C
1
1 ,
JBA PROPERTIES. LLC. I
I \
i
DB 2572, PG 448 PC M, SL 93-I
I I \
BA
I JPROPERTIES II, LLC.
I \
, DB 2783, PG 878 PC K, SL 27-C
---- I;
I, JBA PROPERTIES, LLC.
1 DB 2572, PG 448 PC M, SL 93-J
`^^o^ 1 I
TRU BAPTISOTFOSHIP
DB 853, PTI fi47 PC 5, CHURCH 128 I
I \
I
JBA PROPERTIES, LLC. I \
DB 2572, PG 448 PC M, SL 93-J I I \
i'' _ •� / - `_^^ \ 1 \`` _ '' —_
\ �\
r----^
I ``�. /_ i / -Uw
I JBA PROPERTIES, LLC. -------------------------------------------------
t
``` `
I \
UCHIVAMA AMERICA, INC.
UCHIVAMAAMERICA, INC.
DB 1550, PG 269
r
� " �'' " i��r ' ''' � �
- __ —T- __a__—_v __a _ r
___w^__ I
__
-----------
BELLSOUTH TELECOMMUNICATIONS, INC.
I \
I DB 2]83, PG 8]8 PC K, SL 27-C \
DB 1550, PG 269
_ \ ♦A/�
-- # x " / • \\ 1 '
1 ^�^_ ! , \ ` ^`
• • _ ��
JBA PROPERTIES, LLC. - •�^- _ �•
----
I-- _ \
CAROLINA POWER R LIGHT COMPANY
I
;,x
♦ ,y
_ �- % t� JB/PROPERTIES II, LLC.
' \
--- •/O\ \
T
_
-_-�
DB 1982. PG 313 PC L. SL 90-F
Y'
DB 1]04, PG 681 PC L, SL 18-C I
`
I \O�
\
/-
.,tom DB 2783, PG 878 PC K, SL 27-C
`^/
/ - ! ` J
-r-=--�'---- \�r___-� � �> ' ' \\�`-
,
-
1 ` --- \
x x --
x„ c
\\ 1� it 11
-
I 1
,_ _
---\
x * x • '
•VID,
I x x„ x x„ x x x x x x„ x ( �=s-i •" \`
�
JBA PROPERTIES, LLC. 1 1 II� �
1982 PG 313 PCL SL 90F I 1
� -
, I
\
JBA PROPERTIES, LLC. r �.(1-\x
1 � _L„_�
/� • " xl" " ,
„ x? x $^'(x *a®>
_ � s�
�'x ”
• 7
*/
/ G
x
, �
.
„ x x x " „ __ -
x " x „ " „ , -
x.x
_______ ______ � 1 1 I)
� � � `—_-_____ -_ 1 1
_________ ________ ' '
' '
OB 1982, PG 313 PC L, SL 90-F 1 �
1 1 � � 1— � 1.
' `_________ -, / . /
/
''
r " x " x . f ..
„ �!x-,.,, :
x, `'�" '�=:.;may
_ yx
"�`
l`„
• �
_
S 8
-- 1
x.xx
I _ _ 1 1
— '
a_y_------------
* , x c `+ " ,� • x x - . -__^-------- --- - --------- ------------ -_'_ 1 ___-_
•--%�/' + �_----^
3, 1 ! -^ _ x . x x x- ------1 II 3
------- '-------- —� � � ,-
-- — _ - __
'
__ - --^ __ --- -----
-_-'-' '- -^------- --------_-
„yi y "
, ,�„ x
: : X`; ; x ,„ ,d''' � VP
'
i •I" " ' +\; " " '� Tx "`_�iK " "� �/� K x x x , /
" /
xlx . "1"a -.e`. "\ "'�*g� �
/
O/
\ , \ _ •
_ -
I ',- •
--- `„_-'_-
" x'T-.
_ _ ----LPJ
, _
• } '""'�„'��'?= =°� - ---- -- -----------
-- -' ------ � I
----- ---- ,
'--- _ ���t5E—�=`-----' _
"
.
i
� 11
1 1
-
-
a u '
SII. 1 I
-
1 1
-
- - 1
-
•�
"Vx •{x
xs
4
\ 1 —
• b tsC
. u
- xls,x „
JBA PROPERTIES
JBA
- DB 2]83 PG
II LLC.
878 PC K L 2]-
5 C
1
' _ m
I 1 '__ __ - _ __ ___�_-
! VP
' • '' , fes.'^ , /'• -8Pj
P. ' , . _I , ----s - --•-�� - -- -- �----'-�---•-
\' ! ' •--• , , ' ! �' ' ' ' '/ ' ' ' , '
' 6J9 , •
P ' , • ' •
, / ,
, --
'
_
ro
1 I I JBA PROPERTIES, LLC. , ------ ' ! �- - -- T', ' -/ x . • C F . '
DB 1982, PC 313 PC L, SL 90-F-('' - - ®• / ' ' . �-
' i_-_ • • , • a� •
y� -_
NJ
, , Q ; ' ; /. / /
1 �/
It
I I _ �' ' _� - �/ �j%' - v
- , ,
M i1
Y, ^`F* , , 9YJ JBA PROPERTIES, LLC.
_•/ T' % ' , )/ 1• ' • ' DB 1962, PG 313 PC L. SL 90-F
J,
' • , . ,(Q i ' •
\ y \ x / _--' ------Ed
1 I ,
,
'
JBA PROPERTIES, LLC. • ' / ' i
'rx0
DB 1982, PG 313 PC L, SL 90-F __-
/ (�'� .'
•
/ ' 1 • ! w 'e /• i / -
•
•- • e
1
J8A PROPERTIES II, LLC.
I
'
,
/
, • !
JBA PROPERTIES, LLC. ' / • !
DB 2783, PG 876 PC K, SL 27-C
/
1
1 __
I 1
.
,' �'
B 1982, PGC 313 313 P PC L, SL 90-F
\
1
1 I JBA PROPERTIES, LLC.
�1 • / T
JgA P ROPERTIES,
'
P ! � • % DB 1982, PG 313 PC
LLC-
L, SL 90-F
;
I
1 L,
I D8 1982, PG 313 PC SL 90-F
I 1
�`7 �'
\ / , • f� `_\
vim/ '
'
1
I 1
3J
• ' �� ! . VP
s
` >
' • ,
1
1 1 I
I I
JBA PROPERTIES, LLC.
DB 1982, PG 313 PC L, SL 90-F
% 1 q
I/
. '
I , , j • / / /
,
LEGEND
EXISTING TREELINE
WETLAND ENHANCEMENT (HIGH)
JBA PROPERTIES, LLC.
DB 1982, PG 313 PC L, SL 90-F
WETLAND ENHANCEMENT (LOW)
PROPOSED WETLAND RESTORATION LIMITS
PROPOSED VEGETATION PLOT (0.02 AC)
PROPOSED GROUNDWATER GAUGE
PROPOSED RAIN GAUGE O
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: I:\Projects\EBX\2013011400RA - Arrington Bridge III Design\CADD\Plan Set\2013011400 Monitoring_E&SC.dwg - November 19, 2015 - Frasier Mullen
VVK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 200
0 200 400
2" — FULL SCALE
1 " = HALF SCALE I`
W Ln
0
Q N
0�
T
J r
CL
Z
0
LL
VJ//I—/�
Z
.�10
I..1.
0
LLZ
0 0
a Z
U J
0
1 w Z
1 0
0
0 0
LL
Z
ll/^�
Q 66
0 Z W I—
Fn F–
Y O W
Q W W W
10
z LID
0
N
z
Y z
"
J '0)
=a _
m �
W z
z W OC
1000 w�
it 0 Z (3)
Q
m W X
wcn
Z(Z
O Q Z U
C�Q U)
Z_ 0_ co
�,ro
C'3 O '`0�
z 0 � o cco
= N �
H N
0 Z Z !�
LL C/) W
0W Lu ILII J
Z
Zrr
O Q� 00 m
Er 0
O
¢1
ell PROJ. DATE: FEB 2015
Q.C.: FM
Q.C. DATE: AUG 2015
DRAWING NUMBER:
M 1
PROJ. NO.:
20130114.00. RA

TEMPORARY SEEDING SCHEDULE - FALL
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS -AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT -AUG. 15 - DEC. 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND
COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR
EARLY MARCH.
EROSION CONTROL:
TEMPORARY SEEDING - LATE WINTER/EARLY SPRING
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
TO EXTEND BEYOND JUNE.
SEEDING DATES
MOUNTAINS - ABOVE 2500 FT: FEB. 15 -MAY 15
BELOW 2500 FT: FEB. 1 -MAY 1
PIEDMONT - JAN. 1 -MAY 1
COASTAL PLAIN - DEC.1-APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IM- MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
GENERAL NOTES
1. REVIEW CONSTRUCTION SEQUENCE FOR ADDITIONAL EROSION CONTROL MEASURES. ALL PERMANENT AND TEMPORARY EROSION
CONTROL STRUCTURES (LE ROCK CHECK DAMS, SILT FENCE AND TEMPORARY CONSTRUCTION ENTRANCES) SHALL BE INSTALLED PRIOR TO
THE START OF CONSTRUCTION OF THE LAND -DISTURBING ACTIVITY.
2. CONSTRUCTION ACCESS AREAS SHOWN ARE TO GUIDE CONTRACTOR DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH
ENGINEER IF ALTERNATIVE CONSTRUCTION ACCESS ROUTES WILL IMPROVE EFFICIENCY OF CONSTRUCTION.
3. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE SEEDED PER THE SPECIFICATIONS IN THE SEEDING SCHEDULE SHOWN ON THIS
SHEET.
4. MULCH: APPLY 2 TONS/ACRE GRAIN STRAW AND ANCHOR STRAW ON ALL OTHER DISTURBED AREAS.
5. EROSION CONTROL:
A. INSTALL PERMANENT VEGETATIVE COVER AND THE LONG-TERM EROSION PROTECTION MEASURES OR STRUCTURES AS DIRECTED BY
ENGINEER UPON CONSTRUCTION COMPLETION. APPROPRIATE EROSION CONTROL MEASURES MUST BE PLACED BETWEEN THE
DISTURBED AREA AND AFFECTED WATERWAY AND MAINTAINED UNTIL PERMANENTLY VEGETATED.
B. PROVIDE FOR HANDLING THE INCREASED RUNOFF CAUSED BY CHANGED SOIL AND SURFACE CONDITIONS. USE EFFECTIVE MEANS TO
CONSERVE EXISTING ON-SITE SOIL CONDITIONS.
C. DURING CONSTRUCTION ACTIVITIES, ALL DISTURBED AREAS SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. USE
TEMPORARY PLANT COVER, MULCHING, AND/OR STRUCTURES TO CONTROL RUNOFF AND PROTECT AREAS SUBJECT TO EROSION
DURING CONSTRUCTION.
D. ALL SEDIMENT AND EROSION CONTROLS ARE TO BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND AFTER ANY STORM
EVENT OF GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24-HOUR PERIOD. MAINTENANCE OF SEDIMENT TRAPPING
STRUCTURES SHALL BE PERFORMED AS NECESSARY PER THESE INSPECTIONS. SILT FENCING SHALL BE INSTALLED AS SHOWN ON
PLANS.
E. STABILIZATION MEASURES SHALL BE INITIATED AT THE END OF EACH DAY IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES
HAVE TEMPORARILY OR PERMANENTLY CEASED. GROUNDCOVER MUST BE ESTABLISHED PER THE "GROUND COVER SCHEDULE"
SHOWN ON THIS SHEET IN AREAS WHERE CONSTRUCTION HAS TEMPORARILY CEASED. ALL AREAS WHERE FINAL GRADE HAS BEEN
ESTABLISHED SHALL BE PERMANENTLY STABILIZED WITHIN 2 CALENDAR DAYS.
F. CONTRACTOR MUST TAKE THE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED ROADWAY FROM
CONSTRUCTION AREAS. DAILY REMOVAL OF MUD/SOIL MAY BE REQUIRED.
G. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF
ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED
DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFF SITE SEDIMENTATION. CONTRACTOR SHALL REMOVE ALL
TEMPORARY CONTROL DEVICES ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. A MAXIMUM OF 500 LINEAR FEET OF
STREAM MAY BE DISTURBED AT ANY ONE TIME.
H. EROSION CONTROL MATTING (SEE DETAIL SHEET D1) SHALL BE INSTALLED ALONG ANY DISTURBED CHANNEL BANKS FROM
APPROXIMATELY 2.0' TO 3.0' ABOVE TOP OF BANK DOWN TO CHANNEL TOE.
I. SILT FENCING TO BE INSTALLED AROUND INDICATED STOCKPILE AREAS TO PREVENT LOSS OF SEDIMENT. STOCKPILE AREAS MAY BE
RELOCATED UPON APPROVAL FROM ENGINEER.
J. ASPHALT TACKIFIER SHALL NOT BE USED.
K. ALL NECESSARY MEASURES MUST BE TAKEN TO PREVENT OIL, TAR, TRASH, AND OTHER POLLUTANTS FROM ENTERING THE ADJACENT
OFF SITE AREAS.
L. WETLANDS/STREAMS CANNOT BE ENCROACHED UNDER ANY CIRCUMSTANCES IF NOT APPROVED AS DESIGNATED IMPACT AREAS.
M. ACTIVITIES MUST AVOID DISTURBANCE OF WOODY RIPARIAN VEGETATION WITHIN THE PROJECT AREA TO THE GREATEST EXTENT
PRACTICABLE. REMOVAL OF VEGETATION MUST BE LIMITED TO ONLY THAT NECESSARY FOR CONSTRUCTION OF THE PROPOSED
WETLANDS.
N. NO ONSITE BURIAL OR BURNING OF VEGETATION OR CONSTRUCTION DEBRIS WILL BE PERMITTED. VEGETATIVE DEBRIS SHALL BE
STOCKPILED AND DISPOSED OF ONSITE PER DIRECTION OF ENGINEER.
0. ANY GRADING BEYOND THE CONSTRUCTION LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NORTH CAROLINA EROSION CONTROL
ORDINANCE, AND IS SUBJECT TO A FINE.
P. PLEASE REFERENCE PLAN SHEET DETAILS AND NCDENR STANDARDS FOR CONSTRUCTION OF EROSION CONTROL MEASURES.
Q. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES RELATED TO THE CONSTRUCTION
SITE.
R. THE LOCATIONS OF SOME EROSION CONTROL MEASURES MAY HAVE TO BE ALTERED FROM THOSE SHOWN ON THE PLANS IF DRAINAGE
PATTERNS CHANGE DURING CONSTRUCTION.
S. IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE (DESPITE THE
PROPER IMPLEMENTATION AND MAINTENANCE OF EROSION CONTROL MEASURES), THE PERSON RESPONSIBLE FOR THE LAND
DISTURBING ACTIVITY IS OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION.
TEMPORARY SEEDING SCHEDULE - SUMMER
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY
BE SUBSTITUTED AT A RATE OF 50 LB/ACRE.
SEEDING DATES
MOUNTAINS - MAY 15 -AUG. 15
PIEDMONT - MAY 1 -AUG. 15
COASTAL PLAIN - APR. 15 -AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS AN ANCHORING
TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
GROUND COVER SCHEDULE
SITE AREA DESCRIPTION
STABILIZATION TIME FRAME
STABILIZATION TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
Urban Development + Geomatics
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
(v) 919.782.0495
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
SLOPES STEEPER THAN 3:1
7 DAYS
STEEPER THAN 2:1,14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER
14 DAYS
NONE (EXCEPT FOR PERIMETERS AND HWQ ZONES)
THAN 4:1
CONSTRUCTION NOTES:
1. INSTALL EROSION CONTROL MEASURES AS DESCRIBED IN THE EROSION CONTROL PLAN AND NOTES. EROSION CONTROL MEASURES MAY BE
PHASED -IN TO THOSE AREAS OF THE PROJECT CURRENTLY BEING WORKED ON. THE CONTRACTOR MAY MODIFY OR RELOCATE EROSION
CONTROL MEASURES TO MAKE ADJUSTMENTS FOR UNFORESEEN FIELD CONDITIONS SO LONG AS PROPER CONSTRUCTION IS MAINTAINED TO
ENSURE THE INTEGRITY AND USEFULNESS OF THE PROPOSED MEASURES. ALL DISTURBED AREAS ALONG CHANNEL BANKS SHALL BE
STABILIZED WITH TEMPORARY SEED AND MULCH AT THE END OF EACH DAY.
2. IN GENERAL, WETLAND GRADING SHALL PROCEED FROM AN UP VALLEY TO DOWN VALLEY DIRECTION.
3. EXISTING WETLANDS CANNOT BE ENCROACHED UPON UNDER ANY CIRCUMSTANCES IF NOT APPROVED AS DESIGNATED IMPACT AREAS. HIGH
VISIBILITY FENCING MUST BE PLACED AROUND ALL EXISTING WETLANDS THAT ARE LOCATED ADJACENT TO CONSTRUCTION ACTIVITIES AND/OR
ARE LOCATED WITHIN THE PROPOSED CONSERVATION EASEMENT.
4. DURING CONSTRUCTION ACTIVITIES, THE WORK AREA SHALL BE STABILIZED AT THE END OF EACH WORKING DAY.
5. STOCKPILE AREAS MAY BE RELOCATED UPON THE APPROVAL OF THE ENGINEER. SILT FENCING MUST BE INSTALLED AROUND ALL STOCKPILE
AREAS.
6. CONTRACTOR SHALL DEWATER ALL IMPOUNDMENTS LOCATED WITHIN THE PROJECT AREA THAT ARE PROPOSED TO BE FILLED OR RE -GRADED
OR WHERE STRUCTURES ARE ARE TO BE INSTALLED.
7. CONTRACTOR SHALL REMOVE ALL TEMPORARY CONTROL DEVICES ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
8. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
9. TEMPORARY AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS AT THE TOP OF THE CHANNEL BANKS WILL BE IN ACCORDANCE WITH
THE SEEDING AND MULCHING SPECIFICATION AS SHOWN ON PLANS.
10. RE -FERTILIZE AND RE -SEED DISTURBED AREAS IF NECESSARY.
11. TEMPORARY AND/OR PERMANENT IMPACTS TO EXISTING WETLANDS SHALL BE AVOIDED TO THE EXTENT POSSIBLE. HIGH VISIBILITY FENCING
SHALL BE INSTALLED AROUND ALL EXISTING WETLANDS LOCATED WITHIN THE PROJECT AREA AND/OR ADJACENT TO ANY CONSTRUCTION
ACTIVITIES.
CONSTRUCTION SEQUENCE:
1. CONDUCT PRE -CONSTRUCTION MEETING INCLUDING OWNER, ENGINEER, ASSOCIATED CONTRACTORS, AND OTHER AFFECTED PARTIES.
2. OBTAIN EROSION CONTROL PERMIT FROM NCDENR - LAND QUALITY SECTION AND ALL OTHER APPROVALS NECESSARY TO BEGIN AND
COMPLETE THE PROJECT.
3. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND ASSURING THAT UTILITIES ARE LOCATED PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION. CALL INC ONE -CALL (PREVIOUSLY ULOCO) AT 1-800-632-4949 FOR UTILITY LOCATING SERVICES 48
HOURS PRIOR TO COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
4. PRIOR TO CONSTRUCTION, STABILIZED GRAVEL ENTRANCE/EXIT AND ROUTES OF INGRESS AND EGRESS SHALL BE ESTABLISHED AS SHOWN ON
THE PLANS AND DETAILS.
5. PREPARE STAGING AND STOCKPILING AREAS IN LOCATIONS AS SHOWN ON THE CONSTRUCTION PLANS OR AS APPROVED BY THE ENGINEER.
ANY EXCESS SPOIL FROM GRADING ACTIVITIES SHALL BE USED TO CONSTRUCT DITCH PLUGS AS SHOWN ON PLANS.
6. ROUGH GRADING OF THE SITE SHALL BE PERFORMED PRIOR TO INSTALLATION OF STRUCTURES.
7. INSTALL STRUCTURES AS SHOWN ON PLANS AND DETAILS. PRIOR TO FINE GRADING, OBTAIN APPROVAL OF THE ENGINEER ON INSTALLATION
OF STRUCTURES.
8. FILL AND STABILIZE ABANDONED SEGMENTS OF EXISTING DITCHES PER DIRECTION OF THE ENGINEER.
9. DURING CONSTRUCTION ACTIVITIES, THE WORK AREA SHALL BE STABILIZED AT THE END OF EACH WORKING DAY.
10. INSTALL LIVE STAKE, BARE ROOT, AND CONTAINERIZED PLANTINGS AS SPECIFIED ON PLANTING PLANS.
PYRIGHT n_ W _ DICKSON & Cn_ INC_ ALL RIGHTS RESERVED_ REPRnDI1CTInN nR ILSE nF THE CONTENTS OF THIS DnCI1MENT: ADDITIONS OR DELETInNS TC) THIS DnCIJMENT_ IN WHOLE nR IN PART_ WITHnl1T WRITTEN CONSENT nF W _ DICKSnN & Cn_ INC__ IS PRnHIRITED_ ONLY COPIES FRnM THE ORIGINAL nF THIS DnCIJMENT_ MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL RE CONSIDERED Tn RE VALID_ TRUE
FILE NAME: I:\Projects\EBX\2013011400RA - Arrington Bridge III Design\CADD\Plan Set\2013011400 Monitoring_E&SC.dwg - November 19, 2015 - Frasier Mullen
ODICKSON
Imm
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
W Lo
Q o
0 N
0 r
J r
CL
Z
O
H
H
Cn
Z
0
0
z
LD
O
a
Z
J
W
w
' o
Z
oC O
w
O O
LL
Z
o Z
w H
Cn
Y O
W
Q w
w w
CE
CE 0_
O
Z Cn
Ln
LU
0
I-
OZ
r-
Y z
z
- Q O U
J
'�
W C0 =
Lu
Z Cn
oC
000 O 5
_o
it 0 U z
maw F_ Cd
O LU w
iv
QU)
�
z w Z
O r o
OU
0w
Z =
N CVo r_
z F Q N OM
CA CA
H 0 C/) ,
C, CA CA
0 z O Cc
w w
it
cnw
w w Lu
z
O Qw
rrzm
o0
o_ O
¢ o
PROJ. DATE: FEB 2015
Q.C.: FM
Q.C. DATE: AUG 2015
DRAWING NUMBER:
ES1
PROJ. NO.:
20130114.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: I:\Projects\EBX\2013011400RA - Arrington Bridge III Design\CADD\Plan Set\2013011400 Monitoring_E&SC.dwg - November 19, 2015 - Frasier Mullen
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 200
0 30 60
2" = FULL SCALE
1 " ==HALF SCALE I\
W �
Q0
0 N
CD
Or
K
Z
O
M�
I..L
Y
Vl
Z
W
KC
MO
L.L
O
O
m
o O
1-- Z
U J
r
N
Z
O1
I LL.LL0
v
LU `— z
U)
W
O
Y L W 2
Ir
O
Z
Q QJZ
LL z
>wYz
J F
=ate o
2
Zz � °C
o00 O
w�
/oC U CU z
Q
LU COX
W
O W
71
N
zUJ
o r O
L ncs Ln
Z=
°Z50 C°iQ
i 0') co
Q �Zar-
z �O o66 Co
C\j 0
UZ 0 E u-1
LU W wwJ
1
1 '
1 '
1
a_ Ow O Q0-
PROJ. DATE: FEB 2015
Q.C.: FM
Q.C. DATE: AUG 2015
,1 1
PROPOSED TEMPORARY GRAVEL
PROJ. NO.:
20130114.00. RA
` 1
CONSTRUCTION ENTRANCE. SEE
PROPOSED TEMPORARY GRAVEL
DETAIL SHEET D1.
CONSTRUCTION ENTRANCE. SEE
'1
I DETAIL SHEET D1.
I
/
ARRINGTON BRIDGE ROAD
1
ANGEI
SCOTT ERIC
SCOTT ERIC
5 PC M,
D82840,P93J5PCM,SL SOTTERICE SJN DB2572MPGRS6PCJMRSL93J i
DB PC 43 PC SL
I 80
I
1 1951, F1,
1 sa.l
1
X% `
II
I 88
III
_
`A
EXISTING
CULVERT
0, i
I II
s,Is
CROSSING
JBA
DB 2783, PGP B78PC
I ; ,
1
JBA PROPERTIES, LLC. 1
DB 2572, PG 448 PC M, SL 93-
I
I I
JBA PROPERTIES II, LLC.
DB 2783, PG 878 PC K, SL 27-C
' I I
I IQ
JBA PROPERTIES, LLC.
DB 2572, PG 448 PC M, SL93J
---a--\�-t- '
TRUSTEES OF FELLOWS HIP
DB 853, PG 647 PC5 PG 128
I JBA PROPERTIES, LLC.
I DB 2572, PG 448 PC M, SL 93-J I I
/Y--=_ �� �� �. !_ %--„(�Y'
1
1 I
JBA PROPERTIES. LLC.
---a---- ���
-a •-
``` `�_--_n_-
I ``
I I
I
VAMA AMERICA
U INC
CHIDE 1550, PG 269'N x xw
- ' -
I ,,P alpi13PCC5i�7R-1—__—__—__—__—__—__—__—__—__—__—__—__—__—__—__—__—__—__—__�_
i
_�_--__�__�___ _►
-_- --_-----_-- --_-�_ �� ___w_____• _
r UCHIYAMA AMERICA. INC.
I BELLS OUTHTELC 878 PC K, SL 27-C INC.
I DB 2]83, PG 8]8 PC K, SL 2]-C ` DB 1550, PG 269
Imay_\
''��.�_`
I
1
l \�
-
-
_ __ ��'=►_ii�1 �-t-.c--
_
_ _---_-.
1 �
I
i � , [:
\
, w ;
��� -' +� 1 -���
-_--- j -�
-
JBA PROPERTIES, LLC.
DB 1982, PG 313 PC L, SL 90-F __-_
- -� -- _
x --Y_-
CAROLINA POWER LICIT COMPANY
J '
1]04, PG 681 PC L, SL 18-C
I� -
---- = - �=^���
JBdPROPERTIE:
DB 2]83, PG 8]8 PC
xxxx:
I . _
1 —
x
-_-- JBAPRO LLC.
'-
1
----'l wx x • x ` xl x x
R`x
/ ' /- 1
•=-
xxxxxxxx
31RTPC L,
-------- ------_ DB 1982, PG 313 PC L, SL 90-F
,
1
JBA PROPERTIES, LLC.
– --
DB 1982, PG 313 PC L, SL 90F _ „-
V
i`
-
,
L
_______ ____________
__
____
xxxxx � _
xxx xx xxx
� x
`a-,_
-
� j i
1 I
--
li I i •�` x �_ /ai-,.x
/ _�
1 ' -------
I"\ - /-----�=�� r �(; x x
------F_— '---- -�— -- — --� --\
/� ,4.
xc
-__ 1
- — — __
xxxxx __
x-irx,/x k i R y x Xit�,x` x x _ __________ ______ __- -�-^
''--•- 'r. _ x x .'.:=-x --=`- -- - ---------- '-•'-- it
=7--
___/ - �'� _ x-9`•r�= `I' y ya _ -- __-----^_____----__
-- �_- `---°--�x;_?t="- �er� --------- ----- - - 1 '
7
_ -- 11— /x
_______________ ___________ ___ _ _-_ _ - - —� -____
--------------- -------------
_ - - _
_
-- -- '
--______^-- _ -_- ------------------
I t' ' - _- _ ------' ---- - x s'y. = * ` :; y x �x"' ^ -
' -------- - -----=--[AE==�6E x,.x x ; �n -\ xlx x `
k � -' x �;
- cQ
/n 3�l /�\\
-
'-
41p ^
•fin'- B1 -
s
-•\ N 1
0•
--
1 xyx
ra
OD'1 aDl
1 - -
1\
I
xxxxx -y_ I• 1
_
L
I
yx
T 1 x ix 1
x\x�
� --- �
L
8A3, PE T II
J PROPERTIES LLC. V
/ DB 2783, PG e]B PC K, SL 27-C ,\
It
x�
------------------
1 "
- -
----------- -l{ / -
1 I . -'-- ------------------- /-� X62 /`.�'
s-” _'-__-__- y' � � 1 ____ 1. "•Gi•
III ' II
_
— —' — — — — — -- - ---- -----
i' 1 �'
�' `\`1 ) / 1' / / i \ // \ �--J�I'�,/�''�//
,\/
It
II ' � ___ ___ _______
PROPERTIES. LLC.
II ;DBI1 PG 313 PC L. SL90-F
Y'y -__' 1 _ --
'-�--
_ - _f_�'iY _iJ �+
�-6�_YSas' / � � - /'' /' •' ___'/ / I '� •• � \` `\ `� ` �' '�----� / -`_J I ' /� '` // 1' /� / \ _ _ I I 1 % / ; 111 IN� /'^
••
'/ ' `-- `� ` - -i - �/ 4 1
�^/
_--_ / - .
I I $
-'
BA,
DB 982,
't,
PG 313PCLER ,LLC EXISTING CULVERT
PG 313 PC L, SL 90-F � ; � 4 / \ 1
�V •`
-
(TO BE REMOVED)
1 $
I
-�r �'s�•
IES LLD
P 313 PC C SL 90-F / / ��
CULVERT
--//I\\ // \ / �', , JBA PROPERTIES II,LL2
DB 2783, PG 878 PC K, SL 2]-C
18
-
/
(TO BE REMOVED)
B 1982
3RTIE5 FJBA
1
1 I
JBA PROPERTIES, LLC.
•\/
1' ,.'/ �i�
PGP
�� DB 1982PPG 313 PC SL 90-F ;
•\/
DB 1982, PG 313 PC L, SL 90-F
�\
/ y _- `` \
/
`Lap
�;=aa,—��
QD)\\
/
�� I j%; ,j
1I LOD LOD LOD LOD
I x
V(���1.
�� LEGEND
LOD�
' \007 001
a0,��—
JBA PROPERTIES, LLC.
007 (� DB 1982, PG 313 PC L, SL 90-F
�// / \ 4LOD LOD
III / ,/ / ajl OOl pDl—aal OOl OOl OOl
/
OOl
41
EXISTING TREELINE
LIMITS OF DISTURBANCEL�-
I
LOD LOO LOD
_
\C�\
`LOp Loo
Lao Loo Loo Lao��
ami
PROPOSED CONSERVATION EASEMENT LCE
Loo Lao Lao Lao
Sao, ao, ao, ao,
J,8 PROPERTIES, LLC.
DB 1982, PG 313 PC L, L L .
SILT FENCE —■--■
PROPOSED STAGING/STOCKPILE AREA
CONSTRUCTION ENTRANCE
CHANNEL PLUG
TOTAL AREA OF DISTURBANCE: 48.9 ACRES
TOTAL AREA OF CONSERVATION EASEMENT:
54.9 ACRES
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: I:\Projects\EBX\2013011400RA - Arrington Bridge III Design\CADD\Plan Set\2013011400 Monitoring_E&SC.dwg - November 19, 2015 - Frasier Mullen
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 200
0 30 60
2" = FULL SCALE
1 " ==HALF SCALE I\
W �
Q0
0 N
CD
Or
J r
CL
Z
O
M�
I..L
Vl
Z
MO
L.L
O
ILLz
o O
1-- Z
U J
C0
1 w Z
IY
O1
I LL.LL0
v
LU `— z
/^
U) Q
1 a z
o
O
Y L W 2
Ir
LL LL 0-
Z
Q QJZ
LL z
>wYz
J F
=ate o
J.
LUm Z
Zz � °C
o00 O
w�
/oC U CU z
Q
LU COX
W
O W
0 Q
zUJ
o r O
L ncs Ln
Z=
°Z50 C°iQ
i 0') co
Q �Zar-
z �O o66 Co
C\j 0
UZ 0 E u-1
LU W wwJ
Z Ir m
a_ Ow O Q0-
PROJ. DATE: FEB 2015
Q.C.: FM
Q.C. DATE: AUG 2015
DRAWING NUMBER:
ES2
PROJ. NO.:
20130114.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
WHEN AND WHERE TO USE IT
Raleigh, INC 27607
FLOW
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
SILT FENCE IS APPLICABLE IN AREAS:
Q o
Q N
rn
H
TO
T
CL
z
WHERE THE MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE IS 100 -FEET.
WHERE THE MAXIMUM SLOPE STEEPNESS (NORMAL [PERPENDICULAR] TO FENCE LINE) IS
B MIDDLE LAYER
BOTTOM LAYER
TOP LAYER
2H:1 V.
1.25 LB./LINEAR FT. STEEL POSTS
Z
O
EARTH SURFACE
THAT DO NOT RECEIVE CONCENTRATED FLOWS GREATER THAN 0.5 CFS.
LL
z F__
o O
CL Z
10� }
U J
CO Z
O
O
N LU LL
Z
A A
L O U)
`L w
0
Q W w LU
DO NOT PLACE SILT FENCE ACROSS CHANNELS OR USE IT AS A VELOCITY CONTROL BMP.
EXTRA STRENGTH 6\iii\
o
Y Z N
FILTER FABRIC
- z
m
(jZ� J a�
000 w
CONSTRUCTION SPECIFICATIONS:
y
B
Q w CO
TRENCH 0.25' DEEP ONLY WHEN
Q
l_- C
\
ST
co
ao
2 •--I r -)O N
= N0f�
oM(a)
Z HJ N (a)
PLACED ON EARTH SURFACE
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR
\� gNpq
PLAN VIEW ENDS OF BAGS IN
ADJACENT
Q.C.: FM
Q.C. DATE: AUG 2015
POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING
\` \
ROWS BUTTED
SLIGHTLY
D1
TO THE REQUIREMENTS IN ASTM D 6461. SYNTHETIC FILTER FABRIC SHOULD CONTAIN
` F
\ \� � \: \ gg,Q�c
SEE NOTE
TOGETHER
ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS
OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0° TO 120° F.
\ \ \ \� \
\
\\
SEE NOTE
LOWEST POINT GROUND
SECTION
B -B
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL WITH A
\\ \` . HEAVY DUTY PLASTIC TIE
` ` `
///��� //LEVEL
MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO
FOR STEEL POSTS
BACKFILL TRENCH WITH
FACILITATE FASTENING THE FABRIC.
COMPACTED EARTH
CONSTRUCTION:
. .
\�
` EARTH SURFACE
1. CONSTRUCT THE SEDIMENT BARRIER OF EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
��
/\
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES
\
SECTION A -A
NOTES:
ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER
SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
BURY FABRIC
NOTE: END OF DIKE AT GROUND LEVEL TO BE
1.
EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND/OR
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE
USE EITHER FLAT -BOTTOM
HIGHER THAN THE LOWEST POINT OF FLOW
ISOLATED SECTIONS OF CHANNEL.
BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE
OR V -BOTTOM TRENCH
CHECK. SUFFICIENT SANDBAGS ARE TO BE
FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT
SHOWN BELOW
PLACED TO PREVENT SCOURING.
2.
IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS
POST.
SILT FENCE INSTALLATION
FROM STREAM FLOW.
4. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE
MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS.
SANDBAG BARRIERS SHALL BE CONSTRUCTED OF THREE LAYERS OF
3.
THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN
WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
SANDBAGS. THE BOTTOM LAYER SHALL CONSIST OF 3 ROWS OF BAGS, THE
BE STABILIZED IN ONE WORKING DAY. A MAXIMUM OF 200 FEET
5. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE
MIDDLE LAYER SHALL CONSIST OF 2 ROWS OF BAGS AND THE TOP LAYER SHALL
MAY BE DISTURBED AT ANY ONE TIME.
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
FILTER FABRIC FILTER FABRIC
CONSIST OF 1 ROW OF BAGS. THE RECOMMENDED DIMENSION OF A FILLED
6. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.
SANDBAG SHALL BE APPROXIMATELY 0.5 FT X 0.5 FT X 1.5 FT.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
7. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.
PUMP SIZE SUFFICIENT TO PUMP BASE FLOW.
THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
COMPACTED COMPACTED
8. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
EARTH p EARTH p
5.
DIKE MUST BE CONSTRUCTED OF NON -ERODIBLE MATERIALS
SANDBAG IMPERVIOUS DIKE
SUCH AS SANDBAGS.
RUNOFF �2 RUNOFF
MAINTENANCE:
NTS
SEQUENCE
OF CONSTRUCTION FOR TYPICAL PUMP AROUND
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
\ / ? III z
� � 1
N �/ N
1.
INSTALL STILLING BASIN AND STABILIZED OUTFALL USING CLASS
A RIP RAP AT THE DOWNSTREAM END OF THE DESIGNATED
PROJECT WORKING AREA.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
II]Ejj
\_
XTHE
FILTER
2.
THE CONTRACTOR SHALL INSTALL THE PUMP AROUND PUMP AND
TEMPORARY PIPING THAT WILL CONVEY THE BASE FLOW
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
FABRIC 4" FILTER FABRIC
FROM UPSTREAM OF THE WORK AREA TO THE STABILIZED
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
OUTFALL.
UNDERMINING THE FENCE DURING CLEANOUT.
V -SHAPED TRENCH DETAIL
3.
INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA
FLAT -BOTTOM TRENCH DETAIL
OPERATIONS FOR STREAM DIVERSION.
TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
G SOP COARSE AGGREGATE -
STABILIZED.
5(\� o STONE SIZE = 2"-3"
4.
INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND DEWATERING
PUMPING APPARATUS IF NEEDED TO DEWATER THE ENTRAPPED
o o
AREA. THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF
SUFFICIENT SIZE TO DEWATER THE WORK AREA. THIS WATER
WILL ALSO BE PUMPED TO AN OUTFALL STABILIZED WITH CLASS
A RIP RAP.
o
TEMPORARY SILT FENCE
5.
THE CONTRACTOR SHALL EXCAVATE ANY ACCUMULATED SILT
AND DEWATER BEFORE REMOVAL OF THE IMPERVIOUS DIKE.
NTS
WHEN DEWATERING AREA, ALL DIRTY WATER MUST BE PUMPED
THROUGH A SILT BAG. REMOVE IMPERVIOUS DIKES, PUMPS, AND
TEMPORARY FLEXIBLE HOSE/PIPING STARTING WITH THE
s4'ti1�
DOWNSTREAM DIKE FIRST.
N
�
JPS\��' �
6.
ONCE THE WORKING AREA IS COMPLETED, REMOVE ALL RIP RAP
AND IMPERVIOUS DIKES AND STABILIZE DISTURBED AREAS WITH
S\-(�
SEED AND MULCH.
INSTALLATION NOTES:
7.
ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE REMOVING
KEY -IN MATTING PER
IMPERVIOUS DIKE.
SITE PREPARATION
2.0' FIG. 1 OR FIG. 2
PURPOSE:
GRADE AND COMPACT AREA.
M
STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED AT ALL POINTS WHERE TRAFFIC WILL BE
REMOVE ALL ROCKS, CLODS, VEGETATION, AND OBSTRUCTIONS SO THAT MATTING
.............
LEAVING A CONSTRUCTION SITE AND MOVING DIRECTLY ONTO A PUBLIC ROAD.
WILL HAVE DIRECT CONTACT WITH THE SOIL.
I
CONSTRUCTION SPECIFICATIONS:
PREPARE SEEDBED BY LOOSENING 3 TO 4 INCHES OF TOPSOIL ABOVE FINAL
N(
GRADE.
\)
�`
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE
FLOW
KEY -IN AND/OR
MATERIAL AND PROPERLY GRADE IT.
TEST SOILS FOR ANY NUTRIENT DEFICIENCIES AND SUBMIT SOIL TEST RESULTS TO
STAKE MATTING
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE DETAIL, AND
THE ENGINEER. APPLY ANY TREATMENT SUCH AS LIME OR FERTILIZERS TO THE
JUST ABOVE
SMOOTH IT.
INTAKE HOSE
SOIL IF NEEDED.
CHANNEL TOE
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
CLASS A
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS
STONE
SEEDING
SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
,__________________________ :-
PUMP AROUND
SEE SHEETS ##, ##, ## FOR SEEDING REQUIREMENTS.
PUMP
APPLY SEED TO SOIL BEFORE PLACING MATTING.
MAINTENANCE:
WORK
INSTALLATION - STREAM BANK
TRENCH APPROX. TRENCH APPROX. SOIL PILE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
DE -WATERING
AREA
SEE GRADING NOTES ON PLAN AND PROFILE SHEETS AND ON SHEET ## FOR SOIL PILE
INFORMATION REGARDING WHAT AREAS ARE TO RECEIVE EROSION CONTROL FROM TRENCH
8" WIDE X 8" DEEP 8" WIDE x 8" DEEP FROM TRENCH
FLOW
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 -INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
PUMP
MATTING.
18„
ROADWAYS, OR AIRFIELD PAVEMENTS.
IMPERVIOUS
DIKE
OVERLAP ADJACENT MATS 3" (IN DIRECTION PARALLEL TO FLOW) AND ANCHOR FLOW __-_____----
---
IMPERVIOUS DIKE
EVERY 12" ACROSS THE OVERLAP. THE UPSTREAM MAT SHOULD BE PLACED OVER
�� r
- '"" - -- -`-�
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
THE DOWNSTREAM MAT.
; •"�••" I i
-----------
.............._.
EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF WATER. -"""
i I �
NTS
LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL. DO NOT STRETCH TIGHT.
1 ROW OF STAPLES
1 �' MIN. OF
OR STAKES,
FLOW
DISCHARGE HOSE
ANCHOR MAT USING BIODEGRADABLE STAKES OR PINS.
1 ROW OF STAPLES
OR STAKES, MIN. OF 24" O.0
GENERAL NOTES:
CLASS A
CUT 8" x 8" TRENCH ALONG TOP OF BANK FOR MAT TERMINATION AS SHOWN IN
24" O.0
1. CONSTRUCT DAM ACCORDING TO NCDENR EROSIONSTONE
CONTROL MANUAL. B # 5 WASHED
STONE
jv
FIGURES 1 & 2. EXTEND MAT 2 TO 3 FEET PAST TOP OF BANK.
STEP 1
2. ROCK DAM RIPRAP SHALL BE 50/50 MIX OF CLASS I AND
Q NOTE: HOSE SHOULD BE
STEP 1
11. A A
KEPT OUTSIDE OF WORK
PLACE ADJACENT ROLLS IN THE ANCHOR TRENCH WITH A MINIMUM OF 4" OVERLAP.
SECURE WITH BIODEGRADABLE STAKES OR PINES, BACKFILL ANCHOR TRENCH,
3. PLACE ROCK DAM AS SHOWN ON PLANS. EXTEND CLASS
SILT BAG AREA
LOCATION
1 ROW OF STAPLES
B RIP RAP ROCK APRON 5 FEET DOWNSTREAM FROM TOE
AND COMPACT SOIL.
1 ROW OF STAPLES
OR STAKES, MIN. OF OR STAKES, MIN. OF
OF ROCK DAM.
STAPLE AT 12" INTERVALS ALONG OVERLAP.
FLOW
18" O.0 12" O.0
STREAM BANK MATTING TO BE INSTALLED FROM TOE OF BANK TO A MINIMUM OF
FLOW
STABILIZED
OUTFALL
CLASS A STONE FILTER FABRIC
2.0' PAST TOP OF BANK. SEE FIGURE 3 FOR TERMINATION AT TOP OF BANK. -•--•-
I i �- --
-'•"'""-'"
1.5' THICK
CLASS B
IF MORE THAN ROLL IS REQUIRED TO COVER THE CHANNEL FROM THE TOP OF
BANK DOWN TO THE TOE, THEN OVERLAP MATTING BY A MINIMUM OF 1'.
i i _•,_"_,... - -- - i �I
_--- SOIL FILLED I ,
L FROM SOIL PILE,
5'-0" MIN. g
ROCK APRON
PLAN
DISCHARGE
EXISTING HOSE
COMPACT WITH FOOT i SOIL FILLED
`��
SPILLWAY 2:1
GROUND
--- FROM SOIL PILE,
CREST_ W (SPILLWAY)
STEP 2 COMPACT WITH FOOT
F#MIN 2/3 STREAM WIDTH
STABILIZED
3:1 WASHED SONE
i
OUTFALL CLASS 15' TO 20'
STEP 2
CLASS I AND aFLOW
A STONE
II RIP RAP
EROSION CONTROL MATTING MUST MEET OR EXCEED THE
FIGURE 1 FIGURE 2
1.5' THICKz
CLASS B 2 ' -2' MIN.
BELOW
FOLLOWING REQUIREMENTS:
ROCK APRON • LOWEST
BANK
• 100 %COCONUT FIBER (COIR) TWINE WOVEN INTO A
...
' LEVEL (MIN)
...............................: �'. .•'�
CLASS I AND
0 FILTER FABRIC
HIGH STRENGTH MATRIX.
CUTOFF II RIP RAP FILTER
8" OF CLASS A
• THICKNESS - 0.35 IN. MINIMUM.
TRENCH FILTER SECTION A -A FABRIC
STONE
• TENSILE STRENGTH - 1032 LB/FT MINIMUM
SECTION 13-13FABRIC
EXISTING
• SHEAR STRESS -4.5LBS/SQFT
EROSION CONTROL MATTING
CHANNEL
• FLOW VELOCITY- OBSERVED 12 FT/SEC
SILT BAG PROFILE
• WEIGHT - 23 OZ/SY
NTS
• OPEN AREA (MEASURED) - 48%
• SLOPES - UP TO A MAXIMUM OF 1:1
TEMPORARY ROCK CHECK DAM
PUMP AROUND & DEWATERING DETAIL
NTS
NTS
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, INC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
LLI
Q o
Q N
rn
H
TO
T
CL
z
O
U
H
U)
Z
O
O
LL
z F__
o O
CL Z
10� }
U J
CO Z
O
O
N LU LL
Z
a
°° z w H
L O U)
`L w
0
Q W w LU
0
o
Y Z N
- z
m
(jZ� J a�
000 w
m Q U pLU o
zLDz 2 �
p m
Q w CO
z ~E
Q
l_- C
Z o
Q O oLO
co
ao
2 •--I r -)O N
= N0f�
oM(a)
Z HJ N (a)
U Z Q \ U)
w
W w
LU j w L L I
Z oC Z
m
M
o� O QO_�
PROJ. DATE: FEB 2015
Q.C.: FM
Q.C. DATE: AUG 2015
DRAWING NUMBER:
D1
PROJ. NO.:
20130114.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
EXISTING TOB
community infrastructure consultants
DOWN VALLEY
--------------------- ---------
720 Corporate Drive
EXISTING DITCH TO
SPILLWAY
WOODY DEBRIS FILL
i i BE FILLED
ELEVATION ROLANKA BioD MAT 90 OR
(LOGS, BRANCHES, AND
Q o
C)
EQUIVALENT
DOWN VALLEY A BRUSH) COMPACTED
J r
CL
Z
DITCH TOP OF WITH SOIL
i i COARSE AGGREGATE
BANK
A
MIN 3' i BACKFILL (1" TO 4")
F -
U)
REBAR OR
MI 10'
0
DUCKBILL
0
ANCHOR
I
a Z
cc >_
U J
� n9
oC 0
_ -
COMPACTED FILL --��
5.0' i i LOGS
Y O W
Q LU w W
M L D_
0
z
g
\ \
i LENGTH VARIES
COMPACTED
DITCH BOTTOM
`rtJ C)
FD
BACKFILL
OF BANK A
m W w
(12" LIFTS)
O } x
- ------ ---------------------------------------
ROLANKA BioD MAT 90 OR
TYPICAL PLAN VIEW
cl: ~O
Q
PLAN VIEW EQUIVALENT
UD0w
WN C
J oN
H
o
EXISTING TOB
W Z Q C C�rnrn
w LU
PLAN VIEW
O <0 o0 m
o
EXISTING PROPOSED
GROUND GROUND
MIN
5.0
PROPOSED DOWN VALLEY
GROUND COARSE AGGREGATE
LIGHTLY COMPACTED BACKFILL
(80% PER STANDARD PROCTOR TEST)
ION 1.0' MINIMUM
_
/
\T�\7l\\/�\\T -
0.1TO 0.25'
I� 3 0' BACKFILL (1" TO 4")
ELEVATION
WATER FLOW
REBAR OR
15'\/\\
\ '\\ \ �\
/ /
DUCKBILL ��� 1.5' TO 2.0'
l
COMPACTEDEQUIVALENT ROLANKA BioD MAT 90 OR
BACKFILL FINISHED GRADE
(12" LIFTS)
WOODY DEBRIS FILL
\ //LOGSBRANCHESAND
� (, ,
BRUSMPACTED
H) COIL
ANCHOR
___ 5.0' L -
-_
INSTALL LIVE STAKES
ALONG SPILLWAY OUTLET
� WITH TO PROPOSED
COMPACTED FILL
GRADE.
5.0 NON WOVEN
GEOTEXTILE
10 PER DETAIL ON SHEET D3.
�1
EXISTING DITCH
FABRIC (TYP.)
INVERT
EXISTING DITCH
INVERT
- l
EXISTIN
INVERTG DITCH
SECTIONAL VIEW A - A'
SECTION A -A
NOTES:
TYPICAL SECTION INSTALL LOG SILL PER
1. LOGS SHOULD BE RELATIVELY STRAIGHT HARDWOOD AND RECENTLY HARVESTED.
DETAIL ON SHEET D3.
2. LOG DIMENSIONS:
WOODY DEBRIS FILL (LOGS,
MIN DIAM. = 12", MIN LENGTH = 10', OVERALL LENGTH = 25' TO 40'
BRANCHES, AND BRUSH)
3. NAIL FILTER FABRIC USING 3" 10D GALVANIZED COMMON NAIL EVERY 2' ALONG THE LOG
COMPACTED WITH SOIL TO
4. REBAR (1/2" MINIMUM DIAMETER T MIN. LENGTH TYPICAL) SHOULD BE PLACED 1' TO 3' FROM END OF LOG.
PROPOSED GRADE. PROPOSED
ADDITIONAL REBAR TO BE PLACED AT 6' OFFSETS. LAST REBAR SHOULD BE PLACED 1' TO 3' FROM END OF
INSTALL MATTING PER
GROUND
DOWN VALLEY
LOG. DUCK BILL ANCHORS MAY BE USED AS A SUBSTITUTION FOR REBAR, 2 PER LOG.
5. INSTALL 1 TO 2 ROWS OF LIVE STAKES BETWEEN THE TWO SETS OF LOGS.
MANUFACTURER'S
3' 10' INSTRUCTIONS
12" MIN DIAM.
LENGTH VARIES (TYP 10' TO 20') HARDWOOD LOG;
MIN LENGTH = 20'
MIN 1.0" � � �4
\ �
FLOODPLAIN SILL
NTS
EXISTING DITCH
ROLANKA BioD MAT
INVERT
90 OR EQUIVALENT
COMPACTED FILL NON -WOVEN GEOTEXTILE
SPILLWAY SECTION VIEW
FABRIC (TYP.)
PROFILE VIEW
CHANNEL PLUG WITH SPILLWAY
BRUSH BED SILL
NTS
NTS
FILTER FABRIC FOR DRAINAGE
SHALL BE PLACED BY OLD CHANNEL TO BE
OVERLAPPING DIVERTED ` O
WITH THE FLOW OF WATER
NEW CHANNEL TO BE CHANNEL BLOCK
CONSTRUCTED
NOTES: .�
1. FINISHED GRADE SHOULD EXTEND 6" ABOVE TOP OF
HIGHEST BANK OR TO SPOT ELEVATION IN DESIGN;
WHICHEVER IS GREATER.
2. CHANNEL PLUG MUST BE CONSTRUCTED IN 12 - 18" PLAN VIEW
MIN.
COMPACTED LIFTS.
25' MAX. 75'
3. CHANNEL PLUG MUST BE KEYED -IN TO CHANNEL BANKS 1
- 2'.
4. CHANNEL PLUG MUST BE CONSTRUCTED IN DRY
EXISTING TOP
OF BANK
CONDITIONS AND ALL SATURATED OR UNSUITABLE
BED/BANK MATERIAL EXCAVATED AND REPLACED WITH
APPROPRIATE FILL.
6" TO 12"
EXISTING
F CHANNEL
BOTTOM/III
ED BACKFILL UCED BACKFILL BANKFULL ELEVATION
BO F q KL
1O2MLFTS 5'MINIMUM
Z
—COMPACTED
BACKFILL
1 FINISHED GRADE NEW CHANNEL BED SHALL
(18" LIFTS)
1 BE TREATED AS SPECIFIED
1 IN PLANS
F
X
NOTES:
1. FILL EXISTING CHANNEL TO AT LEAST TOP OF BANK ELEVATION.
2. CHANNEL MUST BE FILLED IN 12" TO 18" LIFTS.
'
tt_N
TYPICAL SECTION
CHANNEL PLUG
CHANNEL BACKFILL
NTS
NTS
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
W Lo
Q o
C)
F--
0 r
J r
CL
Z
0
F-
F -
U)
Z
0
M
0
Z F-
0 0
a Z
cc >_
U J
U) Z
' o
oC 0
O 0
w LL
Z
66
p Z W I—
Y O W
Q LU w W
M L D_
0
z
g
LO
Y Z CV
z
= Q Z
w m z U
`rtJ C)
FD
OO
w-
m W w
Z
O } x
z F-
U)
or_ Q
cl: ~O
Q
OL LO
(0 O
UD0w
WN C
J oN
H
o
Z 1- J N
W Z Q C C�rnrn
w LU
w LLI
ILLI J_
Z � Z
O <0 o0 m
o
O < 2E
PROJ. DATE: FEB 2015
Q.C.: FM
Q.C. DATE: AUG 2015
DRAWING NUMBER:
D2
PROJ. NO.:
20130114.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
COIR FIBER
community infrastructure consultants
Transportation + Water Resources
MATTING
720 Corporate Drive
Raleigh, NC 27607
0.75" TO 2"
(fl 919.782.9672
www.wkdickson.com
FLAT TOP END a
DETAIL
w Lo
Q o
C) N
LIVE STAKES SHOULD BE LONG ENOUGH
1
16 FT MAX
FLOW
0.5' TO 1.5' TO REACH BELOW THE GROUNDWATER
O
F—
LATERAL TABLE. (GENERALLY, A LENGTH OF 2 TO
LINE POST BARBED OR LINE POST
BUD 3 FEET IS SUFFICIENT.) ADDITIONALLY,
WOVEN WIRE ELECTRIC
Z
THE STAKES SHOULD HAVE A DIAMETER
WIRE
M
IN THE RANGE OF 0.75 TO 2 INCHES.
LL
I I
SIDE BRANCH
REMOVED AT SLIGHT
I I I I
I I
A
ANGLE MIN 18"
O O
ILL Z
COARSE BACKFILL I
Y 0 w
I
WATER TABLE
qZ
t
O O O O O O O
— —
LINE PANEL
Co H
ILLJ
(`3Z� FD
o O p w
C
w w r
zLDz z a>
0 >- m
O O O O O O O
�
F-
Z C)
U)
B B
45 DEGREE
TAPERED BUTT END
BARBED OR
JM
H O N
o
COIR FIBER
ELECTRIC WIRE LINE POST = ?
ww LLI
Z � z J
MATTING
�
PROJ. DATE: FEB 2015
Q.C.: FM
„�
4" TO 6
I
I 5.0'
4
T N I
I
I MIN
DITCH TOP OF
1
\�
WOVEN WIREBANK
I I
\
GROUND LINE N
M
A I
SECTION VIEW \�\
� C�
I
I I
LIVE STAKES SHALL BE
LL_Z
SPACED 3 FEET APART,
oN
ALTERNATE SPACING.
DITCH BOTTOM
OF BANK
TYPICAL PLAN VIEW
MIN 3'
WOVEN WIRE WITH ONE BARB DETAIL
1
LINE POSTS (WOODEN): MIN. 4 IN. DIAM. OR 4 IN. SQUARE.
LINE POSTS (STEEL): STUDDED OR PUNCHED T, U, OR Y SHAPED, WITH ANCHOR PLATES.
MIN. WEIGHT 1.3 LBS./FT. (EXCLUDING ANCHOR PLATE). POSTS SHALL BE DRIVEN A MINIMUM OF 18" DEEP AND MUST BE AT
NOTE:
LEAST 5.5 FT IN LENGTH
1. ACCEPTABLE SPECIES INCLUDE BLACK WILLOW (SALIX NIGRA), SILKY WILLOW
(SALIX SERICEA) AND SILKY DOGWOOD (CORNUS AMMOMUM).
SPECIES AND TREATMENT FOR ALL WOOD: USE UNTREATED DURABLE POSTS OF SPECIES SUCH AS RED CEDAR,
2. LIVE STAKES SHALL BE PLANTED IN AN AREA EXTENDING 3 FEET OUT FROM
BLACK LOCUST OR OSAGE—ORANGE WITH BARK REMOVED, OR NON—DURABLE WOOD THAT IS PRESERVATIVE
PROPOSED REBAR OR DUCKBILL
TOP OF BANK TO JUST BELOW BANKFULL.
PRESSURE TREATED (0.40 LBS./CUBIC FOOT CCA, OR EQUIVALENT NON—CCA TREATMENT). DO NOT USE RED
GROUND ANCHOR
PINE.
COARSE AGGREGATE
BACKFILL (1" TO 5")
FLOWMIN.
5.0'
LIVE STAKE
WOVEN WIRE FENCE (NRCS DETAIL 382A)
\,
NTS
NTS
COARSE AGGREGATE
BACKFILL (1" TO 5")FILT
FABRIC
(804.21E
11 CLASS 2)
TACK FABRIC i
TO LOG
SECTION A—A
4w
2 inch
1. INSERT 2. REMOVE 3. INSERT
PROPOSED CHANNEL PLUG
SPILLWAY
PLANTING BAR AS PLANTING BAR PLANTING BAR 2
SIGN SPECIFICATIONS:
SHOWN AND PULL AND INCHES TOWARD
• MATERIAL: ALUMINUM
HANDLE TOWARD PLACESEEDING PLANTER FROM
y�0 GAUGE:.032
PLANTER. AT CORRECT SEEDING.
DEPTH.
• SIZE: 6" X 6"
HEADER LOG
r i
FOOTER LOG
1
REBAR (5/8" MIN. DIAMETER, 4' MIN.
LENGTH) OR DUCKBILL ANCHORS
4. PULL HANDLE OF 5. PUSH 6. LEAVE
INSTALLED PER MANUFACTURERS
BAR TOWARD HANDLE COMPACTION
INSTRUCTIONS (TYP.)
PLANTER, FIRMING FORWARD HOLE OPEN.
SOIL AT BOTTOM. FIRMING SOIL WATER
SECTION B -B
AT TOP. THOROUGHLY.
NOTES:
PLANTING NOTES: NOTES:
1. LOGS SHOULD BE RELATIVELY STRAIGHT HARDWOOD AND
BARE ROOTS SHALL BE PLANTED 6
PLANTING BAG I
RECENTLY HARVESTED.
FT. TO 10 FT. ON CENTER, RANDOM
DURING PLANTING, SEEDLINGS
NOTES:
2. LOG DIMENSIONS:
SHALL BE KEPT IN A MOIST CANVAS SPACING, AVERAGING 8 FT. ON
1. CONSERVATION AREA SIGNS SHALL BE ATTACHED TO A TREE OR FENCE
MIN DIAM. = 12", MIN LENGTH = 15
BAG OR SIMILAR CONTAINER TO CENTER, APPROXIMATELY 680
POST.
NAIL FILTER FABRIC USING 3" 10D GALVANIZED COMMON
PREVENT THE ROOT SYSTEMS FROM PLANTS PER ACRE.
2. SIGNS SHALL BE INSTALLED AT A MINIMUM SPACING OF 1 PER 200 LF OF
NAIL EVERY 1.5' ALONG THE LOG
DRYING.
EASEMENT BOUNDARY.
3. DUCKBILL ANCHORS MAY BE USED IN PLACE OF REBAR.
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 AT NO �,
CONSERVATION
ROOTS EXTEND MORE THAN 10
INCHES BELOW THE ROOT COLLAR.
LOG SILL
EASEMENT SIGN
NTS
NTS
BARE ROOT PLANTING
NTS
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
w Lo
Q o
C) N
Or
J r
IL
z
O
F—
F—
U) U)
Z
O
M
O
LL
z F-
0 O
I-
CL Z
c
U J
U) Z
' o
oC O
O O
ILL Z
a
o Z w F-
Y 0 w
J
Q w w w
CE CE D-
qZ
o
LU
Y Z N
Z U
Q z
Co H
ILLJ
(`3Z� FD
o O p w
E () U)
m a
w w r
zLDz z a>
0 >- m
� w U)
j
�
F-
Z C)
U)
M F- C
M Z O
Q O cD L0
U -w
3
JM
H O N
o
Z H J N
W z Q — C/) E)
w LU
ww LLI
Z � z J
O <0 o0 m
o_ 0 O < 2E
PROJ. DATE: FEB 2015
Q.C.: FM
Q.C. DATE: AUG 2015
DRAWING NUMBER:
D3
PROJ. NO.:
20130114.00. RA