HomeMy WebLinkAbout20170742 Ver 1_SR2310_WILKES_ESC_SHEETS 4-10_20170616radkin River, Jonesville Watershed WS IV
�utfall is to an un-named tributary of East Swan Creek
n the Yadkin River Basin.
Use Slope Drains to carry water off fill slopes
greater than 10 feet in height.
Using a minimum size diameter wattle of 12
in. Install wattles using 2 ft. stakes and 12
in. staples on top of a 9 ft. section of erosion
cont
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1 Baffle Re uired '�
9' x 3' x 3'
BASIN # 4.1
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rol matting. Use PAM on Wattles when
cted on Plans.
Soil Type
�� and K factor
M (ty�ical)
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�� Contour Lines as per NC Lidar
� (4 ft. contour intervals�
Typical Note:
Line with Arrow is a Ditch ine and
Flow direction Symbol
(NOT a Rock Chec ymbol)
Un-disturbed
Drainage Area
0.05 Ac.
o�o �S� NEW PIPE
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1,��0
Un-disturbed
Drainage Area
0.67 Ac.
6+08
o �P ,��°
1 Baffle Required � S° �,
6' x 3' x 3' �
BASIN # 4.2
REMOVE
Existing Pipe
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1 Baffle Re uired
b' x 3' x 3'
BASIN # 4.3
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f c7Ulll11 f�IVCI, JUIIC'VIIIC VVcIICfS(ICU VVJ IV
�utfall is to an un-named tributary of East Swan Creek
n the Yadkin River Basin,
�, (4 ft. contour interv�. :> Use Slope Drains to carry water off fill slopes ��
greater than 10 feet in height. ��,
, �
Using a minimum size diameter wattle of 12 ���
� � � " I t II � � �
e uired
x 3'
# 4.3
_ NEW PIPE
m. ns a wattles usmg 2 ft. stakes and 12
in. staples on top of a 9 ft. section of erosion
_ control matting. Use PAM on Wattles when
- directed on Plans. � �
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Typical Note:
Line with Arrow is a Ditch Line and
Flow direction Symbol
(NOT a Rock Check Symbol)
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1 Baffle Re uired
b' x 3' x 3'
BASIN # 5.1
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t�_ _ _ � �� 6' x 3' x 3'
3�%,� I ��+'��"29 1 B ffl R d BASIN # 5.3
a e e uire
11+29✓8 Un-disturbed 6� x 3� x 3�
Drainage Area BASIN # 5.2
Un-disturbed 0.03 Ac. 1,��g
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Drainage Area
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Yadkin River, Jonesville Watershed WS IV
OutFall is to an un-named tributary of East Swan Creek
in the Yadkin River Basin.
Use Slope Drains to carry water off fill slopes
greater than 10 feet in height.
Using a minimum size diameter wattle of 12
in. Install wattles using 2 ft. stakes and 12
in. staples on top of a 9 ft. section of erosion
control matting. Use PAM on Wattles when
directed on Plans.
� __--_ ----
-' � Contour Lines as per NC LidG
�1�0 ' � (4 ft. contour intervals) _ _
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,�,�p�8 00 58% Proposed 25' R/W
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SECTION 16+86 - 20+86 Lt.
60-day option used
Wattle Un-disturbed
with PAM Drainage Area
/ 0.08 Ac.
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--- - / ` REMOVE �
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Drainage Area
0.12 Ac.
SECTION 16+g6 - 19+75 Rt.
60-day option used
Typical Note:
Line with Arrow is Ditch Line and
Flow direction S bol
(NOT a Rock eck Symbol)
BUIL
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2 Baffles Re uired
18' x 4' x 3'
BASIN # 6.1
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Un-disturbed �'
Drainage Area �
1.2 Ac. � �
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SECTION 20+86 - 23+44 Lt.
60-day option used
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2 Baffles Re uired � �
18' x 4' x 3' �"��'
,,��o BASIN # 6.2 ^
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�;ontour Lines as per NC Lidar ,�� 2 eaffles Re uire` '
(4 ft. contour intervals) '
� 17' x 4' x 3' i
� � � BASIN # 8•1� Op�
Use Slope Drains to carry water off fill slopes � �� ,�'�
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greater than 10 feet in height. , , ;
Un-disturbed �' ,' � 7
Using a minimum size diameter wattle of 12 Drainage Area �
in. Install wattles using 2 ft. stakes and 12 2.5 Ac. ��/ ��
in. staples on top of a 9 ft. section of erosion �� ,�0�'
,'� control matting. Use PAM on Wattles when SECTION 25+42 - 30+62 Lt. i � ,
� directed on Plans. 6o-day option used J ,' �� 7 /
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� ; Line with Arrow is a Ditch Line and ,�� ` ,��
� � Flow direction Symbol ,^ '+ � / /
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i� SECTION 23+44 - 25+42 Lt. � "� � � �' � �
, 60-day option used 1 Baffle Re uire ' � ,
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1 Baffle Required ��` ,' .
� 8' x 3' x 3' ^ '
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in River, Jonesville Watershed WS IV
Outfall is to ed tributary of East Swan Creek
in the Yadkin River Basi�
n.
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Use Slope Drains to carry er off fill slopes
greater than 10 feet in height.
Using a minimum size diameter wa e of 12
in. Install wattles using 2 ft. stakes an 12
in. staples on top of a 9 ft. section of er ion
control matting. Use PAM on Wattles whe
directed on Plans.
SECTION 30+62 - 33+00 Lt.
60-day option used
i
Contour Li��s as per NC Lidar
(4 ft. c�arftour intervals)
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2 Baffles e u
10' x 4' 3'
BAS W #
i ,-� ta. 33+18 to 33+50 !�09�
- � - - - - old Existing Concret� rive
oO _--'- s New Edge of Pavem t
`rn 1�0 g-' J f,0 1�1 - 1
� , � 149 F�G��f=���� +' �
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32+E
pical Note:
Li with Arrow is a Ditch
Flo direction Symbol
(N01�a Rock Check Sym
� � Un-disturbed
Drasnage Area
� � 0.7 Ac.
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2��
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\ 1 Baffle Re uired '
9' x 3' x 3'
BASIN # 8.3
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b' x 3' x 3'
BASIN # 9.1
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� 1 Baffle Re uired � �,
9' x 3' x 3'
BASIN # 8.4
�� o{ Stream 1
erty �ine is With CIL�anders
Prop---,,\ _
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( Un
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6' 3' x
�SI #
Low Point = 35+68 � /
Bridge#527 to be Replaced with V
` � ' - - _ per other plans,
`�'--_ Ref. Proj.#
'--------------------------------- and%or Proj���_ ,
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Yadkin River, Jonesville Watershed WS IV
OutFall is to an un-named tributary of East Swan Creek
in the Yadkin River Basin.
Use Slope Drains to carry water off fill slopes
greater than 10 feet in height.
Using a minimum size diameter wattle of 12
in. Install wattles using 2 ft. stakes and 12
in. staples on top of a 9 ft. section of erosion
control matting. Use PAM on Wattles when
directed on Plans.
p�oC����y �'�ne ��
� a� . --�--
�� +
REPLACE W
Existing Pi e
1 Baffle Required
9' x 3' x 3'
��:F�ntour Lines as per NC Lidar � ��`'� BasiN � 9.5
" ft. contour intervals) _ �cp0
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� � � ��� ��p Drainage Area �� 7 �
�' �" �d� 0.04 Ac. � � �
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N Typical Note:
Line with Arrow is a Ditch Line and �� Bridge#525 to be Replaced with
Flow direction Symbol �� Two - 112" x 75" CSPA
(NOT a Rock Check Symbol) , per other plans,
� Ref. Proj.# 960525
� `� and/or Proj.# 176P.11.R.55
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Yadkin River, Jonesville Watershed WS IV
Outfall is to an un-named tributary of East Swan Creek
in the Yadkin River Basin.
�
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Use Slope Drains to carry water off fill slopes I i �� �'
greater than 10 feet in height. � ,� ��
I i
� , � i i
Using a minimum size diameter wattle of 12 �� � �
, � � ,
in. Install wattles using 2 ft. stakes and 12 �� � � ,
in. staples on top of a 9 ft. section of erosion '� �� �� ,'
control matting. Use PAM on Wattles when �� � � �
directed by plans. I,� �� ,�
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�+ 1 Baffle Re uired �cb� a' ' I� �
� 6' x 3' x 3'
BASIN #10.2 �
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�' � � ` i 2 Baffles Re uired '�1n-disturbed
�°'� �• 3 eatf�es Required � l � � i � �� Drainage Area
i p � / 10' x 3' x 3'
'" � 7 ��'' `� �• 2a� 6� a� , ��O Un-disturbed � � 1.1 Ac.
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+��� � � PED. " x l � / i BASIN #10.3
�} 9��� v �� BASIN �io.� Drain,�ge Area, � �
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�9�- �o, � ;• ��� � ��� ! ��.2 Ac. �� � � SECTION 46+00 - 49+33 Rt.
•6 d i�� ,(b � / l
60-day optlon used
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� �� � � , SECTION 43+00 - 46+00 Rt. �� �� � �24
/�� � �' / 60-day option used � i
� i� �� �� RIPRAP is final required liner. �� ,' Typical Note:
� � ,' � � Line with Arrow is a Ditch Line and
� ' ' , �� Flow direction Symbol
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� i� �� �� � �' � / �� (NOT a Rock Check Symbol)
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