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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 � dire i � ^ �ti � 1 Baffle Re uired '� 9' x 3' x 3' BASIN # 4.1 i � A i � rol matting. Use PAM on Wattles when cted on Plans. Soil Type �� and K factor M (ty�ical) � � i / / / �� 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 � . a ° i 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 � �oe 8, �" _ � � �� ' �, � _- -�AI�— 1 Baffle Re uired b' x 3' x 3' BASIN # 4.3 � � —� \ � �_ � � — i � �� �� � � � �� � � � � ' � � � � � ' � ' � —_ -"�� ����/ �� _----- � ,---- � ,--, -� �\ —��� � ��� � \ \ \ � � � �� Contour Lines as per ' 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. � � � � � � � � � � � � � _--------� `� �� _-- �, � � _-1136 _ ,, ��� - � � _---- , _-- � � � . . � � � �� � � � ��� Typical Note: Line with Arrow is a Ditch Line and Flow direction Symbol (NOT a Rock Check Symbol) � \ r 1 Baffle Re uired b' x 3' x 3' BASIN # 5.1 �.�� — � < � � -�..-' < ,�� —.��1 � -_ PP'C � �� _ - � L � �� � 1 Baffle Re uired 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 DrainageArea _ --______ ____= , --1�-� � � Un-disturbed Drainage Area 0.16 Ac. 0.20Ac. �-' ------- - � , , � � ' � i �' i �' i � \ � � �' � --------- � � � � ' �-------- i ,�� ____ �� � __- � � ,-- - ' � � � � � � i ,' � i r � / I � � `\ � - - - - - � - - _ � - � - __ � ` �'-- ---- � � --- -- � ` � ` ----- � ` '-- � ` �'� ' - , _ �� � ,� -'-- --- _ � � � � �� � � � � � � ��� � � ------ � �� - -- -_ �, ---_____-- , � � � � � � � � � � i a: , � � ' - �. � .�°� �� 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) _ _ ���`�� � � - - � � � , �' ,�,�p�8 00 58% Proposed 25' R/W \ � 1 Pa6 � � �- � � � a� Y""�-_, P � r � �IIEw p/PE °�,°� �U� � t t � � � SECTION 16+86 - 20+86 Lt. 60-day option used Wattle Un-disturbed with PAM Drainage Area / 0.08 Ac. �. \ `. --- - / ` REMOVE � � I� ��'` Existing Pipe / / 25 �� � < - � �� � /+ + i f � i tiF� � A�A� � � i ,-� / -' � Un-disturbed 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 ,' 2 Baffles Re uired 18' x 4' x 3' BASIN # 6.1 � � . � , , Un-disturbed �' Drainage Area � 1.2 Ac. � � � � i i SECTION 20+86 - 23+44 Lt. 60-day option used � ' � i I �^�� i i 2 Baffles Re uired � � 18' x 4' x 3' �"��' ,,��o BASIN # 6.2 ^ ,�'� % i" �� � � 7 � �= `�'6, �. � ��� 'l`� -�` �°�x �' NF�A �� � F � D� � , � ��rV �,�d �� o a �om� �� ���,� /� _ Nh_ � �� -p � �'� '� \ O\��� � , E,p � � , .� � , �� , , � � , i , � ./ . `, .. .,� � � �' i i i i \ �;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 � �� ,�'� � ,' �, 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 / �/ � �� � Typical Note: , , / � ; Line with Arrow is a Ditch Line and ,�� ` ,�� � � Flow direction Symbol ,^ '+ � / / ,' � (NOT a Rock Check Symbol) � ,� 7 , , , � � ,_ 2�+�s � .� , � � , i � � � �,in Transition � ��� �� i i � � i � �' Pavei7��enY � � � � � i i � 0 � i � � 7 �� i �� � i � � i � i � � i � i i � i � i � � � i � , � i i 7 �=''" i i � � ' i � � �� i� Utl-dlStUrb2d �� i� i� i� � ,' Drainage Area � ,� o �, ,' ,' �� ,' 1.0 Ac. � ,�'�`L ��� �' ' �� � 7 ' � i� SECTION 23+44 - 25+42 Lt. � "� � � �' � � , 60-day option used 1 Baffle Re uire ' � , �� .,. i 7' x 3' x 3' 7 � � � .. / ,.,� ,� � BASIN # 7.2 � �' // '•: � 1 Baffle Required ��` ,' . � 8' x 3' x 3' ^ ' � , � ' BASIN # 7.1 i "� � � � / ' � � � p.�� ' � / � � � EP�' P`pe ' � i i � ��, R X�Sti��� '' '// �� �� ^� � � // / /' � ^ � / - �� i k '/ � � i i ' S7 i � � / Q -' i / / / ,�1 �j,�'�1 a � � i � � / �, �. e , � � � � i - 23+4a Lt. ��� �`�� � � �' � � �/� � � i / ed �C�`l,�GC,`1' � ' �' ,� /,� / � / , � ' � �' � � � '�`Z�' � � � � G� ', � /' / �` c, �p�P P1Pe � � � � � � ' k R .\Sti�r9 , � � � � �x � � � � , ,- � � � � , � , � , � , � � � �p � ' � � � � � �� / �. ..�—..- --•e._. .�—� !1 � ./��--- "•�--• �•••— — ;� ' - ��•-• _�-•-- /' --- / •' , i � �. � � � � I: ,/ , \ � �/ -_�� � ��� JI BARN �' �' �' �' � , �' � � � Un-disturbed � � � Drainage Area �' 1.0 Ac. � - - `'6� \ . � ------- °'� `� >>, �'s B + '�� qs�A - 4+ �ir \ � � � ,�. ea, 8� ; -1108-- \�� in River, Jonesville Watershed WS IV Outfall is to ed tributary of East Swan Creek in the Yadkin River Basi� n. �� :��� .. _11�4 �� _� � _�� � �� . -- o`�, . 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) � HOUSE �' � � i � i � � � � � i � � � � � � � � � � � � � , \ i i , 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=���� +' � � --f-' - �" � . .. {'; � oO � ` . ' _ _.. .:._ _-. � ' .. �_ � '��,-- _,.� —�I'� i� _ r-� - 1��� � �_ � � 1_. 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. _..��/ - > 2�� '°i,o <� �.�-> � :' � i � \ 1 Baffle Re uired ' 9' x 3' x 3' BASIN # 8.3 � 0 e- ��. 35+39 � ns�t�o�� �� ��,i 16 avePneni 1 \ � , � -(� � = 1 Baffle Re uirec b' x 3' x 3' BASIN # 9.1 � -� w � � w + �y�_ w � 1 Baffle Re uired � �, 9' x 3' x 3' BASIN # 8.4 �� o{ Stream 1 erty �ine is With CIL�anders Prop---,,\ _ �,___,-------------1088 --- -._-- I_ , p_ ( Un 0. 6' 3' x �SI # Low Point = 35+68 � / Bridge#527 to be Replaced with V ` � ' - - _ per other plans, `�'--_ Ref. Proj.# '--------------------------------- and%or Proj���_ , �' 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 �---- � � -- — ' , — � , — �� ,�,�co� i � � _ � - �, ��',� / � ��� � , ,� _ _ Un-disturbed �' �j � � � ��� ��p Drainage Area �� 7 � �' �" �d� 0.04 Ac. � � � � `, :� h`�G�,``�� � T❑ � e w � � , � � � .`� � ��,, � , ��-� � \ . \ \ � � � � � � r x.s x,s I I , i / � � � BASIN # 9.6 � � /" � �t`� i��/^ � j �� \� i� cV / '� � ��`���' ��p � �� � p• ,' �� � `' � O I � i ii k. � � ,� � 7 � ' �� . �� �� O ���� � � � � \ � � � ���� / � � �� '���� � ��, � � � �'� ��; / , , � � o , � � �� � � i '� � � ' � \ Low Point = 43+00 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 � � � \ i � � , i � � � i � � �� � � `� \ i � � � � � \ � � � � ` � \ \ � � � \ � � \ � � � \ � � � � \ � �� � � \ � � � �� � \ � � � \ � � \ � � \ � \ � � \ \� ��� � � � \ � � � � �� \ � � \ � \ � � � � � � � \� � �\ � � � � �� � � � � __ �� _____ � \\ \ � \\ � \\ �� % 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 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,� �� ,� � � � '�� i i � y� o� � �� �� i i � � i � 6 � ,'� I '„� °j v ' � � '� � � I � �O I o �� � i � � ��v �ik � � �+ 1 Baffle Re uired �cb� a' ' I� � � 6' x 3' x 3' BASIN #10.2 � v : �-:. ��� � ;� ��� 9, � � �\ �9`��i�+� ����� � � .,�` � .. � � � � � — ��v� .. -.�_ .. #�u�_ �p� � � � A; ���s. � - � � _.. � .,s. � % � , � � ,� ���� " ���24/� , � � � � � ' `� � y i/ �p o ' / I� ��� � ������ 9�U v i � � � G?�� �� �� / � � , � � � � � <,�c. , -,. �Pl � � � i�� p / i � i� ARN � � � � �� �� �� � � , � i� , - �12� J � � �, / / i � �' � � ` 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. i � �j � �� r�v I � \''� : i � ^' i \ i �'� � i ��. I I � —n � p, II � / ��� Q _� - �"'�'�p i `i _ . — � �. �„ ��� +��� � � PED. " x l � / i BASIN #10.3 �} 9��� v �� BASIN �io.� Drain,�ge Area, � � i i �9�- �o, � ;• ��� � ��� ! ��.2 Ac. �� � � SECTION 46+00 - 49+33 Rt. •6 d i�� ,(b � / l 60-day optlon used � ,'� i i , � � �� � � , 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 i i , � i� �� �� � �' � / �� (NOT a Rock Check Symbol) � i i � �' i � � � i i i i i ; �' �� � � i i i i i i i ,� , i i i i i i i � � , i� � i i i i i� � �� 1� ,�� \� � �•, i i � i � � '�;�' ' � i i � i � � i , ` i i � i � / � � �� i i � i � � , � � i i � i � � , � � i i � i � i � � � / � � � i � � // � � � I II \ � � � � � I � � � \ `` � I � i � \ _-1128 --� �- � ,� � � i i i i I I I I l I \ I ��2p