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HomeMy WebLinkAbout20190188 Ver 1_W-5600_Permit Drawings_20190121 (2)_20190212�, � �, � � � a � � � 0 � o. % Y ^ s O N m � s�a O O �O � I � ., � V W O � � � � .. � V � � 0 V � i v.epa.ea �n �he o��e f A�ya•ea f•: FIyDItAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LE11iGTH ETHERILL DIVISION OF HIGHWAYS ENGINEERING DIVISION 4 ADT 2020 = 30�70� 1223 Jones Franklin Rd. Raleigh, N.C. 27606 50 25 0 50 100 License No. F-0377 sov wa.d so�,ie�,a.a o� ��G�py� ADT 2040 = 45,400 w,��o„ NC, 27895 � � Bus: 919.851.8077 Fax: 919.851.8107 S 9� PLANS K = 8 % _ 20[8 STANDARD SPECIFICATlONS a� � LENGTH ROADWAY TIP PROJECT W-5600 — 4.959 MILES � � D= 55 % BOB A. MAY, PE ''� o � LENGTH STRUCTURE TIP PROJECT W-5600 = 0.019 MILES RIGHT OF WAY DATE: PRo�Ecr Excrx�n srcNAzu�: q 50 25 0 50 l00 T= 14 %* � � MARCH 2, 2018 ROADWAY DESIGl� �' V= 70 MPH TOTAL LENGTH TIP PROJECT W-5600 = 4.978 MILES ENGINEER PROFILE (HORIZONTAL) * TTST = 8% DUAL = 6°/a LETTING DATE: JONATHAN HEFNER, PE ���p Qo��� 10 5 0 10 20 FUNC. CLASS = INTERSTATE SEPTEMBER 17, 2019 PRo�Ecr oEsrcN excrNssn oa p��¢s�° PROFILE (VERTICAL) NCDOT CONTACT.• Dlvr�s O� o�?R,�,� PEER P.E. SIGNATURE: DRAII�AGE DETAILS (NOT TO SCALE) DETAIL A SPECIAL NT DITCH �na�m s<aie� �F� gc�`O` D'i1cM No�urol � p'� � � Slope Gro�nd �7:� p \Ses Min. D=1.0 Ft. FROM STA.22+00 TO STA. 29+00 -L- RT FROM STA.11+00 TO STA.11+50 -Y4- RT FROM STA.12+35 TO STA.13+00 -YS- RT. FROM STA.12+35 TO STA.13+00 -YS- LT. FROM STA.19+00 TO STA.23+00 -Y7- RT. FROM STA.34+00 TO STA. 36+00 -Y7- LT. FROM STA.33+00 TO STA. 34+00 -Y7- RT. FROM STA.36+10 TO STA.38+50 -Y7- RT. FROM STA. 14+90 TO STA. 16+00 -Y9- RT FROM STA.16+50 TO STA.19+00 -Y9- LT FROM STA.24+20 TO STA. 25+90 -Y9RPA- RT AT STA 23+70.48 -Y9RP6- LT FROM STA.23+85 TO STA. 25+20 -Y9RPC- RT FROM STA.55+18 TO STA.58+28 -SR2- RT FROM STA. 92+50 TO STA. 96+87 -SR2- RT FROM STA.10+40 TO STA.17+00 -SR3- RT FROM STA. 13+50 TO STA. 16+00 -SR3- LT. FROM STA.52+00 TO STA. 56+50 -SR3- LT. FROM STA.54+00 TO STA. 56+50 -SR3- RT FROM STA. 60+80 TO S7A. 63+00 -SR3- LT FROM STA. 63+00 TO STA. 63+85 -SR3- RT FROM STA.13+25 TO STA.15+40 -SR7- RT FROM STA. 16+50 TO STA. 17+50 -SR7- RT FROM STA.20+50 TO STA. 23+00 -SR7- RT FROM STA.21+00 TO STA.22+00 -SR7- LT. FROM STA. 38+20 TO STA. 40+25 -SR7- LT FROM STA.41+10 TO STA. 43+07 -SR7- LT FROM STA. 72+48 TO STA. 74+60 -SR7- RT FROM STA.10+60 TO STA.11+14 -SRB- RT FROM STA.11+00 TO $TA.12+55 -SR9- LT FROM STA.11+25 TO STA.12+55 -SR9- RT FROM STA.10+55 TO STA.11+40 -DRI- RT. FROM STA. 10+50 TO STA. 10+95 -DRI- LT. DETAIL Q SPECIAL CUT BASE DITCH �No��o Scole) �,oi �P°ge�'�o�� r.om Groun p p.� o,F S� Dikh � ° � `Sye SIaPe �,� Min.D=2.5 Ft. B=3.0 Ft. FROM STA 63+00 -SR3- LT TO STA 34+00 -Y7- RT DETAIL X SPECIAL CUT DITCH �No��o Scale) Natural F6��O p���( S�lape Ground arf p F� �e� d Geo�e.��le Min. D=2.0 Ft. Type of Liner= Closs B Rip-Rop Mox, d=1.5 F. FROM STA.160+50 TO STA. 161+23 -L- LT. FROM STA.191+00 TO STA.192+00 -L- LT. FROM STA. 193+00 TO STA. 193+53 -L- LT. FROM STA. 44+20 TO STA. 47+30 -SRb- LT. DETAIL AE SPECIAL CUT BASE DITCH �No��o Scole� No��rol rro�� roun _� p A'� Dit�h � � � Slape �„� Min.D=2.0 Ft. B=3.0 Ft. FROM STA.22+50 TO STA 24+10 -SR7- LT. DETAIL AL SPECIAL NT DITCH � No��o Scale7 p.1 m 3 � p. °�,FS ���\ Slope 1 SFo�lder Fo'�o� p �S¢a Min. D=2.0 Ft. FROM STA 275+50 TO STA 276+00 -L- LT DETAIL B SPECIAL NT DITCH �Norm s�aie� �F\ ���oc\ DikM No�urol � � S Slope Gro�nd 3�� p' o � D \`'ee Min. D=2.5 Ft. 3+50 TO STA.105+00 -L- 8+10 TO STA 280+00 -L- +64 TO STA. 92+50 -SR2- DETAIL F TOE PROTECTION (No��o Scole� `F\oHe� Notural 3.�F°.`�S�o� Ground y � -�i a d=2 Ft. 6=4 Ft. Geore.rtle Type of Liner= Class B Fi�aRap FROM STA.143+82 TO 144+94 -L- LT. FROM STA. 149+00 TO 154+15 -L- LT. FROM STA. 197+64 TO 199+00 -L- RT. FROM STA. 200+74 TO 201+99 -L- RT. FROM STA.18+00 TO STA.22+80 -Y7RPA LT.- FROM STA.21+35 TO STA.22+50 -Y7RPA RT.- FROM STA. 16+75 TO 17+06 -Y9- RT. FROM STA. 25+17 TO 26+60 -SRI- LT. FROM STA. 26+96 TO 27+62 -SRI- LT. FROM STA.51+32 TO 52+27 -SRI- RT. FROM STA.36+24 TO 38+15 -SR2- RT. FROM STA. 38+55 TO 38+88 -SR2- RT. FROM STA. 75+13 TO 75+59 -SR2- RT. FROM STA. 17+00 TO 28+82 -SR3- RT. FROM STA.18+10 TO 28+32 -SR3- LT. FROM STA.46+71 TO 50+26 -SR3- RT. FROM STA.47+00 TO 50+20 -SR3- LT. SPECIAL CUT BASE DITCH � Not �o Scale) Na�ural Gro�nd J,.� 3"� �e� Di'ae d � F�� � n Geo�ex�ile g Min. D=2.0 FI. Max. d=1.5 Ft. B=4.0 Ft. e of Liner=Class B Rip-Rap FROM STA.32+47 TO STA. 34+00 -Y7- LT. DETAIL Y STANDARD BASE DITCH � Nof �o Scale) Grural EXISTING ROAOWAY ound � D ,�.1 6 - Min. D=3.5 Ft. EDGE OF EXISTING B=4.0 Ft. � TRnVEL UNE 6=6A H. FROM STA. 10+69 TO STA. 13+79 -WBL- LT. FROM STA. 17+25 TO STA. 27+05 -WBL- LT. DETAIL AF SPECIAL CUT BASE DITCH �Ho�ro s�aie� ��o��e a: a�> r,a�� 7 p S�loae d �+ Geo�eaile g Min. D=2.5 F. Mox. d=2A Ft. B=3.0 F. e of Liner=Class B Rip-Rnp FROM STA. 24+10 TO STA. 29+26 -SR7- LT. DETAIL AM SPECIAL CUT BASE DITCH � Nal lo Scole� Nm��el �F��ei�o�� rmm Gro�n 3�� p p.� °,�Ss Di�ch � � � \Sge 5lope �„ �„� Min. D=1.5 Ft. B=4.0 Ft. FROM STA 278+10 TO STA 279+96 -L- LT DETAIL C SPECIAL CUT DITCH � No� m s�oie� F\O s� r� DKh No�ural � ,�.��,FS°�o Slape Ground 3:� p �Sse Min. D=1.5 Ft. FROM STA.19+10 TO STA.20+50 -Y9RPB- LT FROM STA. I8+00 TO STA. 20+90 -SR2- LT DETAIL G SPECIAL CUT DITCH � Not ro Smle) Shoulder �Q 3:�0 � y� From Dn<F e XSa F�her D SIOPe ��� Min. D=1.5 Ff. FROM STA 54+00 TO 56+00 -L- RT FROM STA 66+50 TO 69+00 -L- RT DETAIL L SPECIAL CUT BASE DITCH �No�io Scale� Pro� osed Fron� \° 5 � e. `?:/ A'. �g� Dikh Fo eo� D i�o 5lope � Min. D=1.5 Ff. B=4.0 H. FROM STA 40+00 TO STA 41+00 -L- LT FROM STA 256+50 TO STA 257+22 -L- RT L4TERAL BASE DITCH (rvorro Scole� b Go�urol round `�'I p 3'� 'h� Slope d GeMeNile B Min. D=2A Ft. 'When 8 is > fi.0' Max. d=1.5 Ft. S�d. rvo.8�6.0� g=8.0 Ft. Type of Liner=Closs I Rip-Rop 6=5A Ff. DETAIL Z LATERAL'V' DITCH (No�ro S�ole) NoN�ol j I ~' Fill G.ound ;� p 1"F+. Slope Min. D=2.0 F. 6=5.0 Ft. FROM STA.16+05 TO STA.19+10 -Y9RPB- LT DETAIL AG SPECIAL CUT BASE DITCH � Nono s�aia� NoNral Fon� roun p A'� D'n<h � � � Slope �„� Min. D=3.0 Ff. B=4A Ft. FROM STA 259+45 TO STA 260+50 -L- RT FROM STA 29+94 TO STA 34+18 -SR7- LT DETAIL AN STANDARD BASE DITCH � N � �o Scale� Na�urol NoNml Groun .� 3.� Groun D Min. D=2.0 F. � B=8.0 Ft. STA.72+56 -SR7- DETAIL D SPECIAL NT DITCH �na�m s�aie� Pro SFoulder /e 3.�orF � �F� �.o`\ oi�cl+ P x e � e� D 9'� g'�'S Sloaa n/��� \S0 Min. D=1.5 F. FROM STA 54+00 TO 56+00 -L- LT FROM STA 23+20 TO 24+25 -Y9RP6- RT DETAIL H $PECIAL CUT DITCH �Notb Scalej ��\S ��on\ S�lope Nalura � \ Ground q,� A., e.� e D \� Min. D=1.0 Ft. FROM STA. 24+65 TO STA. D+76 -Y7RPA- RT. FROM STA.22+00 TO STA.23+30 -Y9RPD- LT. DETAIL M LATERAL BASE DITCH 1Noito s<ale� b Gro�p 3.� p 3�� 1'YF�. FIII Slope I p I Min. D=2.0 Ft. 4^'� B=3.0 Ft. 6=5A F. FROM STA. 65+90 TO STA. 70+38 -SR2- RT. DETAIL T SPECIAL CUT DITCH �Natro Scale7 o��c � iF Nalura � b', �( Slape G�ou�d 3,-� p F� �e` Min. D=2.0 Ft. FROM STA. 161+23 TO STA.162+00 -L- LT FROM STA.262+00 TO STA. 275+00 -L- RT FROM STA 280+00 TO STA 281+00 -L- RT FROM STA 76+78 TO STA 80+70 -SR2- RT FROM STA 87+13 TO STA 91+64 -SR2- RT FROM STA 42+48 TO STA 44+20 -SR6- RT FROM STA 35+50 TO STA 37+03 -SR7- RT FROM STA 38+00 TO STA 41+12 -SR7- RT DETAIL AA SPECIAL CUT BASE DITCH (Noito 5<ale� Nofural Fron� G•oun `''�l >'� He� �ikh D F�o Slope � Min. D=1.0 Ft. B=3.0 F. FROM STA.18+50 TO STA.19+50 -Y7RPA- RT. FROM STA 26+00 TO STA 26+50 -V9- RT. DETAIL AH SPECIAL CUT BASE DITCH �Na�to Scale) Gmund J: A'� Fron� 7 p 5�lope d F Geo�exrle B Min. D=1.5 F. Mox. d=1.0 Ft. B=10.0 Ft. e of Liner=Class A Rip-Rap FROM STA. 34+78 TO STA.35+50 -SR7- Ll DETAIL AO SPECIAL CUT DITCH (Not�o Scale� Pro osed ( \o `\ Fronl Shoulder � ne�. y:/ Sad`° DB�n p p.� ° -�; Slope S �Be Min.D=1.5 F. FROM STA 165+50 TO 166+00 -L- LT FROM STA 235+50 TO 245+00 -L- RT DETAIL E SPECIAL CUT DITCH �No�m s�oie� Na Ground �aS.� � (F�N�� r� o�'�<� d`� F ex ecF�yar D 5'� a'HSe Slone ��% �Se Min. D=1.0 Ft. FROM STA 14+50 TO 15+50 -Y7LPA- RT DETAIL I SPECIAL CUT BASE DITCH (Noflo Scole� Na��,ol �F� e��o�� rrom Gro�n 3;� p ,�.�°,�S on�h I e I \Sya Slope � Min. D=1.5 F. B=8.0 Ff. FROM STA.22+00 TO STA.24+20 -Y9RPA- RT FROM STA. 75+60 TO STA. 76+29 -SR2- RT DETAIL N LATERAL BASE DITCH �No��o Scale� b .ai Groun ,�.� p 3.1 �.,h�. Fill sione � o � Min. D=2.5Ft. B=8.0 Ff. 6=5.0 Ft. FROM STA. 70+87 TO STA. 72+05 -SR2- RT. DETAIL U SPECIAL CUT BASE DITCH �No�to Scale� ural � Front G.ound 4;� p p' Di�cF I ° I Slope � Min. D=1.5 Fi. B=8 Fi. FROM STA. 162+50 TO STA.162+90 -L- LT. DETAIL AB STANDARD BASE DITCH �No�la Scale� Grural Natural ound roun 3.� p ,�.� Min. D=2.5 Ff. I B I B=3.0 Ft. �- i AT STA 26+00 -V9- LT DETAIL AI STANDARD BASE DITCH �No��o Scole� Nafural NooVml Gro�n � � � D �.1 Min. D=3.0 Ft. � g I 8=8.0 Ff.B VARIABLE � -� AT STA. 37+52 -SR7- LT. DETAIL AP SPECIAL CUT DITCH �No��o Scale� Pro osed SFoulder � P?�J o F � b� Ditch eXsci he. D Slope ��� Min. D=1.5 Ft. FROM STA 246+50 TO 250+61 -L- RT DETAIL P SPECIAL CUT BASE DITCH (Nofro S�ale) Noturvl Fron� , � :� p 5'� oa�n I ° I Slope � Min. D=2.5 H. B-VAR.3.0 ro 6.0 H. FROM STA. 112+50 TO STA. 113+04 -L- RT. DETAIL W SPECIAL CUT DITCH MINGE � Not ro Scale� No�urol Ground ; � Front �Ql D pP� g` �lope 6.0' I-- Min. D=1.5 Ft. FROM STA. 173+00 TO STA. 174+50 -L- LT. FROM STA.175+50 TO STA.181+50 -L- LT. FROM STA. 188+00 TO STA. 190+50 -L- LT. FROM STA 19+69 TO STA 29+48 -Y7RPC- RT DETAIL AD SPECIAL CUT BASE DITCH �H r�o s�aia� G��ral ound /ae3./o cf� y�t�o�` from F � �� 3` � �'S Slope x ' o e��'/� � \Sse �„�„� Min.D=1.0 Ft. B=8.0 Ft. FROM STA.18+92 TO STA.19+75 -Y9RPD- LT. FROM STA.20+80 TO STA.21+50 -Y9RPD- LT. FROM STA. 27+63 TO STA. 28+12 -SRI- LT. DETAIL AK SPECIAL CUT DITCH �Nofto Swle� P Shoulder /e 3�/ � P ed���\ Dn h e�YSeFoo. � p.\°��;5 SIOPe 'o�� S �eg Min.O=1.5 F. FROM STA 271+00 TO 275+50 -L- LT DETAIL AR PIPE OUTLET CHANNEL @ IS STREAM � Not to Scale) �nr .� z: T � �,pi �^7i E;.��� � �u d ^eeO^h H �Max.=D+T) Geote#ile Fobric stream eed Level Bed Width �Varloble) T =18" (Class I Rip Rap) Lengfi =4 X D AT STA.82+77 -L- RT AT STA. 134+77 -L- LT AT STA. 144+57 -L- LT AT STA. 155+00 -L- RT AT STA. 165+15 -L- RT AT STA.193+44 -L- RT AT STA. 197+94 -L- RT AT STA. 260+48 -L- RT AT STA. 20+11 -Y7RPA- LT AT STA. 59+00 -SRI- RT AT STA. 66+55 -SRI- RT AT STA. 75+08 -SR2- RT AT STA. 37+42 -SR3- LT �m PERMIT DRAWING SHEET 2 OF 53 DETAIL J LATERAL BASE DITCH �Notro Scale) No� ral � Ground 3,� p �y�� 1"iF�. F��I Slope I„ I Min. D=1.0 Ft. l.".! 8=3.0 Ft. b=5.0 Ft. FROM STA. 28+30 TO STA.31+50 -SR3- LT. DETAIL K SPECIAL CUT BASE DITCH (Nofto Scole) Noturol � From Groun� :� p 5'' pi�cF I e I Slope � Min. D=1S Ft. B=4.0 Ff. FROM STA 36+23 TO STA 40+00 -L- L7 DETAIL O SPECIAL CUT BASE DITCH � No� ro Scole� Noluml Fran� Gro�n 3'/ 5'� Di1�M1 Foi/p�f I °DI Slova � Min. D=2.5 Ff. B=3.0 Ft. FROM STA 101+00 TO STA 112+50 -L- RT DETAIL V SPECIAL NT BASE DITCH � Na� �o Scole) uml � Fron� Gro�n 9. p A'� Di1cF � ° � Slope �,� Mirt D=1.0 F. B=14.0 F. FROM STA 163+60 TO STA 165+10 -L- LT DETAIL AC SPECIAL CUT BASE DITCH �N �.o s�oia� G�ound 7. p A'� Oi�cF � � � Slope ��„� Min. D=1.5 Fi. 8=2.0 Ft. FROM STA.10+49 TO STA.12+75 -SRB- LT. DETAIL AJ SPECIAL NT BASE DITCH ( Nat �o Scole) Natural �F� ��or\ F��^� Gro�nd 3.� A'��'�=5 oli�cF d � \Sss ceo�e.rle B Min. D=2A Ff. Mox.d=1.5 Ft. B=4.0 Ff. � of Liner=Class B Rip-Rap FROM STA 257+22 TO STA 259+45 -L- Rl DETAIL AQ SPECIAL CUT BASE DITCH �No��a Scole� Nal�ral p� .� From Ground `!./ D F�� e` pKe d �n Geo�enne g Min. D=I.O Ft. Maz. d=1.5 F. B=3.0 F}. e o{ Liner= Closs B Rip-Rap DRAII�AGE DETAILS (NOT TO SCALE) DETAIL AS SPECIAL CUT DITCH �No�io Scale� `�� Neac\ Fron� � oa�n r I 15�� �Se`\` Slope Gro�nd 3'I p \Sae. Min. D=1.0 F1. FROM STA 28+62 TO STA 31+23 -SRI- LT FROM STA 42+16 TO STA 44+70 -SRI- LT FROM STA 56+85 TO STA 58+98 -SRI- LT FROM STA 19+67.59 -Y7- LT TO STA 10+50 -SR4- LT FROM STA 11+00 TO STA 13+00 -SRS- RT DETAIL AT STANDARD 'V' DITCH � No� �o Scole) Nm�,ei � Nm�r Gro�n� Graund � D Min. D=1.5 Ft. FROM STA 277+50 TO STA 278+10 -L- RT FROM STA 10+95 -DRI- LT TO STA 93+50 -SR2- RT AT STA. 11+50 -DRI- LT DETAIL AY CHANNEL CHANGE ' Tie to Nat�ral Gro�nd � No} to Scole) b Na��ral Proposed Ground � �^„I �_ FiII5lope y '� D �„�1. � _ CoirFiberManing B Min.D=2 F�. �Exis�.Channel �on eanks only� 8=4 Ft. 6=10 FL FROM STA 199+50 TO STA 200+50 -L- ' FROM STA 197+94 TO STA 199+50 -L- and FROM STA 200+50 TO STA 201+05 -L- Type of Liner=Coir Fiber Matting FROM STA 197+94 �171.0' RT) TO STA 201+05 (145.6' RT)-L- DETAIL BE LATERAL 'V' DITCH �No��o Smle) b Ground p � �"h�. Slope d Geo�e�ile Min. D=1.5 Ft. Max.d=1.0 F. Type of Liner= Class B Ri{rRap 6=10 F. FROM STA 24+00 TO STA 25+50 -Y7- RT DETAIL BI SPECIAL CUT DITCH � Nol lo S�ole) �F� g�.oc\ Di�ch Pro xed � 1° S Slope Sho�lder po eo� p b�sae� Min. D=1.0 Ft. FROM STA 250+61 TO STA 252+00 -L- RT FROM STA 252+00 TO STA 254+00 -L- LT FROM STA 17+53 TO STA 18+53 -Y9RPA- LT FROM STA 22+17 TO STA 25+50 -Y9RPA- LT FROM STA 20+79 TO STA 24+89 -Y9RPC- LT FROM STA 22+00 TO STA 24+00 -Y9RPD- RT DETAIL BP SPECIAL CUT DITCH (Notto Scale� � �F� � � �\ Di�cn Se�� 5lope Ground 4.�� A, o � D \`'ae Min. D=1.5 F. FROM STA 10+00 TO STA 11+49 -Y7LPA- LT DETAIL BW SPECIAL CUT DITCH � No� �0 5<ale� Fronf A.`��l �o� Dnch Groun I orye � p�� �e� Slope d D Gao�e.nle Min. D=2.5 Ft. Type dLiner= ClossA Ri�Rop Max.d=2.0 Ft. FROM STA. 31+50 TO STA. 35+50 -SR7- RT DETAIL CB STANDARD BASE DITCH (Not�o Smle� No�urol Nafural Groun :� p .�� Gro�n d ceo�e.rle B Min. D=3.0 Ft. Mox.d=].5 F. *when e is < 60' B=3.0 Ft. T e of Liner= Closs B Ri Ro FROM STA 54+18 TO STA 54+41 -SR7- LT � f o�. u DETAIL BF L4TERAL 'V' DITCH � Nol lo S�ol«-� F NoNrol ill �.o��d p ' rh� sione a GealeMile Min.0=1.5 Ff. Mox.d=1.5 F. Type of Liner= Class I Ri�Rap 6=10 F. FROM STA 25+50 TO STA 25+64 -Y7- RT RIP RAP AT EMBANKMENT ( No� �0 5<ale� 10'min. Dirch � 0'min. �,5 Grode GEOTEXTILE Type o4 Liner= 11 TONS,CL B Rip-Rop DETAIL BH STANDARD BASE DITCH �Notro Scale) No�urol Na�ural Gro�n �� p 3�� Gro�n d Gea�e.�ile B Min. D=Z.O F. Mox. d=1.5 Ft. Wne� B I: > 6.0' g=g F}, S�d. no. BJ6.01 Type of Liner= Class I Rip-Rap FROM STA 29+32 TO STA 29+94 -V7- LT DETAIL BJ STANDARD BASE DITCH � Nof l0 5<ole) NoNrol NoNrol Groun :� D 3�� Groun d ceorenlle g Min. D=1.5 Ft. Max.d=1.5 FI. when B is > 60' B=6 Ft. Sid. No.8J601 T e of Liner= Class I Ri -Ra FROM STA 174+50 TO STA 174+86 -L- RT DETAIL BQ SPECIAL NT DITCH �No�ro Scale� � �P° r�o°\ Di1cF 4. 3.1 e-4Sa Sloae 5noulder Fp'�o� p �Se Min. D=1.0 F. FROM STA 15+5T TO STA 16+52 -Y9RPA- LT DETAIL BX LP.TERAL 'V' DITCH ( Not �o Swle) b No�urol � � FlII e.o��a ;� .� i�h�. sioae D Min. D=1.5 Ft. b=5.0 Ft. FROM STA 47+57 TO STA 47+78 -SR7- LT DETAIL CC $TANDARD BASE DITCH �Nolfo S�ale� No�ural Natural Grou� 3�� Groun d D Geo�errle B Min. D=3.0 F. Mox. d=3A Ft. 'wl�en a is � 6.0' g=�e��able 3 to 10 Ff. T e of Liner= Class B Ri -Ra FROM STA 54+41 TO STA 54+52 -SR7- LT DETAIL AU STANDARD BASE DITCH �Nat�o Scale) No�uml NaNral Groun .y�� Groun d D Geo�er�ile g Min. D=2.5 F. Maz.d=2.0 Ff. *WFen B is < 6,0' 8=3.0 F. ype of Liner= Class 6 Rip-Rap FROM STA 168+75 TO STA 170+00 -L- RT FROM STA 173+00 TO STA 174+86 -L- RT AT STA 18+79 -Y7RPA- LT AT STA 47+75 -SR7- LT DETAIL BA DETAIL BB DETAIL AZ MODIFIED FALSE SUMP FALSE SUMP STANDARD 'V' DITCH ( Nof to Smle) E� ��� 40, ( Not }o Scale� (na��a s�oiel Z STA 253+42 -L- RT Medion Di}�h � 9 -� 2 � Go�u.al � ry � , � I round 3� D ,S.\ Grou�d � (See ChoNBelaw� -�- ]0'-y GI f5- �-$- efc. Min. D=1.0 w. Pe f� posed Ditch S=Ditch Slope 4 Proposed Ditch 5=Ditch Slo Pro FROM STA 54+07 TO $TA 54+40 -SR7- LT AT STA 253+42 -L- RT D^t�ch Grade� L ^ Difch^Grode L^o L DETAIL BK STAN�ARD BASE DITCH (Notb Scale� Groun Nroun I p ,�.1 Min. D=3.0 H. � 8=3 Ft. FROM STA 170+00 TO STA 173+00 -L- RT DETAIL BR SPECIAL CUT DITCH �rvo��o Scole) (Foe<o�\ Fronr � \ � Dilch � 3�o�Se` Slope Ground 6:) D \Sse Min. D=2.0 Ft. FROM STA 12+01 TO STA 16+05 -Y9RP� LT DETAIL BY L4TERAL BASE DITCH � Nof fo Scale) �Nalural Ground 3.� p 3� ��;fi- Fill sare I e I Min. D=1.5 Ft. ��•� B=3.0 F. 6=5.0 F. FROM STA 55+57 TO STA 56+07 -SR7- LT FROM STA 260+50 TO STA 261+50 -L- LT DETAIL AV BERM DITCH �No�m s�oiel � Oa �F N s.o� s.a� V n.o' 7. to.o� v.c � � d Geo�ex�ile Min. D=2.0 Type of Liner=Class B Rip Rap Mox. d=1.5 FROM STA.10+40 TO STA.11+02 -Y7RPA- RT. FROM STA.11+54 TO STA.12+24 -Y7RPA- RT. FROM STA.13+32 TO STA. 14+67 -Y7RPA- RT. DETAIL BL STANDARD BASE DITCH �No��a Scole) Nalural Noluml Ground :� 3�� Ground d � Geofenlle g Min. D=2.0 Ft. Max. d=1.5 Ft. W1�e� B i: > 6.0' B=Variable 5-10 Ff. S�d, rvo. 816.01 T e of Liner= Class II Ri Ra AT STA 168+60 -L- RT DETAIL BS LATERAL BASE DITCH � No� ro s�oie� �.oi b Ground 3.� p 3�� 1"h�. Fill Slope � e � Min. D=2.0 Ft. I.".l B=8.0 Ff. b=0 Ft. FROM STA 10+00 TO STA 11+48.78 -Y9RPC- RT DETAIL BZ STANDARD BASE DITCH � ry � �o s�oie� NoNrol Na�u�ol Groun .� ,,.� Gro�n� 0 Min. D=1.5 Ft. � B=3.0 Ft. FROM STA 54+42 TO STA 55+57 -$R7- LT DETAIL AW STANDARD BASE DITCH (No�to S�ole) NoNrol N oVrol Groun r n � D 3.� Min. D=1S Ft. � B=4 Ft. FROM STA 201+26 TO STA 201+71 -L- LT STA.21+10 -L- MED STA. 32+35 -L- MED STA. 36+40 -L- MED STA. 40+65 -L- MED STA. 48+10 -L- MED STA. 51+50 -L- MED STA. 62+45 -L- MED STA. 68+15 -L- MED STA. 73+15 -L- MED STA. 95+65 -L- MED STA. 99+50 -L- MED STA. 102+50 -L- MED STA. 109+90 -L- MED STA. 114+40 -L- MED STA. 118+55 -L- MED STA. 124+55 -L- MED STA. 129+55 -L- MED STA. 134+60 -L- MED STA. 139+65 -L- MED STA. 144+70 -L- MED STA. 147+75 -L- MED STA.151+05 -L- MED STA. 153+80 -L- MED DETAIL AX I I STANDARD BASE DITCH � No��o Scole� Naf r 1 E%ISTING ROADWAY Gro�nd D 3'� _ _ J d b EDGE OF E%ISTING P E RM I T D RAW I N G TRAVEL LANE e M'°�-'°F SHEET 3 OF 53 ^whe� e iz : 6.0' Max. d=2.5 Ft. 8=4.0 Ft. b=6.0 Ft. Type of Liner=ClA55 B RIP RAP FROM STA. 13+79 TO STA.17+25 -WBL- LT. DETAIL BC No FALSE SUMP � No} }o Smle) Outside Dit<h Traffi< Flow - �O. � . I z.� 'I GI r S - efc. S=Dit<h Slope � Proposed Ditch STA.62+50 -L- LT STA.68+15 -L- LT STA. 10+70 -Y7LPA- LT STA.11+85 -Y9RPC- RT STA.14+30 -Y9RPC- RT STA.17+25 -Y9RPC- RT STA.22+15 -Y9RPD- RT STA. 44+45 -SR2- RT STA. 13+55 -SR4- LT STA. 15+50 -SR4- LT STA. 16+65 -SR4- LT DETAIL BM STANDARD BASE DITCH (No��a Scole) Nalural Nalu�ol Groun< p �� Groun d ceo��nile g Min. D=2.0 Ft. Maz.d=1.5 Ft. when 6 iz > 6.0' B=5 F. S�d. No. BJ6.01 T e o( Liner= Closs I Ri -Ro AT STA 168+80 -L- RT DETAIL BT SPECIAL CUT BASE DITCH � No� �o s�aie� .ai �F� g�.o�� o,om Groun .� D 3.1 ° y,S nch I ° I `See Slope � Min. D=2.0 Ft. 8=8.0 F. FROM STA 22+19 TO STA 24+69 -SRI- LT DETAIL CA LATERAL 'V' DITCH �Not�o Smle) Na�ural � I � ' Fill Ground ;� p 1"ht. Slope Min. D=1.0 F. 6=5.0 F. FROM STA 51+07 TO STA 54+07 -SR7- LT DETAIL CD PIPE OURET CHANNEL @ 15 $TREAM � Not to Smle) Gro 4,�.hr D �� �Groun4d ^9BO^4 H (Max.=D+T) Geoterzrile Fobric sveam eed �e�ei Bed Wid�h �Varioble) T =1]" (Closs B Rip Rap) Lengih =4 % D /�\LY/�t7�J.1EY9SA1 DETAIL CE STANDARD BASE DITCH � Nol la Scole) Na�urol EXISTING ROADWAY �,o��d ., -� ,�.� - � d D b� EDGE OF EXISTING TRAVEL IANE B Min. D=3.0 F. 'when B I: < 6.0' Maz. d=2.5 Ft. B=4.0 Ff. b=6.0 Ft. Type of Liner=CL45S B RIP RAP FROM STA.201+05 TO STA. 201+41 -L- LT. DETAIL B� FALSE SUMP � � �Nolfo 5<ale� Outside Difch . I2.o. Troffic Flow ,�.\ 20;� -�I GI �-5- e�. S=Ditch Slope �{ Proposed Ditch STA. 62+55 -L- RT STA. 148+15 -L- RT STA. 230+15 -L- RT STA. 13+10 -Y7LPA- RT STA.16+40 -Y7LPA- RT STA.11+65 -Y7RPA- RT STA.14+90 -Y7RPA- RT STA. 18+05 -Y7RPC- RT STA. 18+50 -Y7RPC- LT STA.21+65 -Y9RPA- LT STA. 22+90 -Y9RPC- LT STA.22+90 -Y9RPC- RT STA.12+85 -Y9RPD- LT STA. 34+26 -SR2- RT STA. 60+65 -SR2- RT STA. 65+55 -SR2- RT STA.16+65 -SR4- RT DETAIL BN $PECIAL CUT DITCH �No�ro Scale� Shoulder �Q �':) � p�� From Di�cF e"r eqp,ar D SIOPe � Min. D=1.5 Ft. FROM STA 56+00 TO 57+50 -L- LT FROM STA 58+50 TO 61+00 -L- LT DETAIL BU SPECIAL CUT DITCH �No��o Scole) `F� He`.�ors prom cF NaNral � A� � i'S Slope �round 3;� p �Ssa Min. D=1.5 Ff. FROM STA.11+50 TO STA.13+80 -Y4- RT FROM STA. 23+00 TO STA 25+50 -Y9- RT FROM STA. 58+96 TO STA. 62+60 -SRI- LT FROM STA. 49+21 TO STA. 55+18 -SR2- RT FROM STA 63+98 TO STA 65+45 -SR2- RT FROM STA. 80+70 TO STA. 84+67 -SR2- RT FROM STA 92+99 TO STA 97+30 -SR2- LT FROM STA.93+50 -SR2- RT TO STA. 18+20 -YS- RT FROM STA. 10+40 -SR3- RT TO STA. 17+50 -YS- LT FROM STA. 10+40 TO STA. 13+50 -SR3- LT FROM STA. 56+50 TO STA. 63+00 -SR3- RT FROM STA.31+00 TO STA.40+49 -$R6- RT FROM STA.47+30 TO STA.49+40 -SR6- RT FROM STA.14+13 TO STA.17+00 -SR7- LT FROM STA. 23+00 TO STA. 27+00 -SR7- RT FROM STA 29+00 TO STA. 31+00 -SR7- RT FROM STA. 56+57 TO STA. 57+57 -SR7- LT FROM STA. 70+96 TO STA. 72+40 -SR7- RT DETAIL BO SPECIAL CUT DITCH � No� �0 5<ale) Shouider /?9/ � �F�� g`n� F.o�� � k�`F6 ♦ Ssd`O Db�n a o; � p A'� } Slope � S �ee Min.D=2.0 Ft. FROM STA 250+61 TO 252+68 -L- RT DETAIL BV SPECIAL CUT BASE DITCH (No�fa Scale� c o��d a..� n�> r.e�� p $�IoPF Geaenile g Min. D=2.5 Ft. Max. d=2.0 Ft. B=10.0 Ff. Type af Liner=Class B Rip-Rap FROM STA. 35+50 TO STA. 37+44 -SR7- LT. DRAII�AGE DETAILS (NOT TO SCALE) PERMIT DRAWING SHEET 4 OF 53 DETAIL 2076A INLET CHANNEL TYPICAL (LT TO RT LOOKING DOWNSTREAM) (NOT TO SCALE) COIR FlBER MATfING E%CAVATE pN 6ENCH TRANSITION FROM CL4S5 I RIP RAP EXISTING CHANNEL BED N WITH GEOTEXTILE ELEV.TO BED ELEV.AT 'G� DEPTH VARIES NLV 2076 INLET ELEV. = 233.0' TO ?7. �� ELEV = 232.94' CLASS I RIP RAP �� WITH GEOTEXTILE PROPOSED GROUND CHANNEL WIDTH BENCH WIDTH VARIES 5' (SEE PLAN VIEW) (SEE PLAN VIEW) � CLA55 I RIP RAP WITH GEOTE%TILE "L41D BACK RIP RAPPED SLOPED WHERE CHANNEL WORK DNERGE$ FkOM EXISTING ($EE PIAN VIEW EXTENTS� Est CI I RR - 17 Tons; Est GeoTextile Fabric - 42 sq. yd. Est DDE - 22 cu. yd.; Est Coir Fiber Matting - 17 sq. yd. FROM 20 Ff. U5 OF PROPOSED INLEf NLVERT 2076 TO PROPOSED INLET NLVERT 2076 DETAIL 2076B OUTLET CHANNEL TYPICAL (LT TO RT LOOKING DOWNSTREAM� (NOT TO SCALE) COIR FIBER MATfING EXCAVATE ON BENCH C1A55 I RIP RAP TRP.NSITION FROM '^ WITH GEOTE%TILE OUTLET OF CULV 2076 NG •I � FILL IN E%ISTII BED ELEV. TO GHANNEL PROPOSED CHANNEL 8ED 2 ELEV.= 232.7'TO �l �,�� ELEV = 232.4' ClAS$ I RIP RAP �• WITH GEOTEXTILE PROPOSED GROUND CHANNEL WIDTH BENCH WIDTH VARII 5' (SEE PLP.N VIEVJ) �SEE PL4N VIEW) CLASS I RIP RAP WITH GEOTEXTILE Est CI I RR - 43 Tons; Est GeoTe�ctile Fabric - 102 sq. yd. Est DDE - 62 cu. yd.; Est Coir Fiber Matting - 26 sq. yd. Est Fill - 49 cu. yd. FROM PROPOSED OUTLET NLVERT 2076 TO 46 FT. Q5 OF PROPOSED OUTLET CULVERT 2076 DETAIL 513A INLET CHANNEL TYPICAL (LT TO RT LOOKING DOWNSTREAM) (NOT TO SCALE� COIR FIBER MATfING EXCAVATE� pN BENCH CL45S I RIP RAP WITH GEOTEXTILE BED N.G. . � rDEPTH VARIES CULV 513 INLET ELEV. = 184.3' TO �'! •j,.� ELEV = 783.6' CL45S I RIP RAP �� WITH GEOTEXTILE PROPOSED GROUND CHANNEL WIDTH VARIES BENCH WIDTH VARIES FROM EXISTING WIDTH (SEE PIAN VIEW) TO 10' ($EE PLAN VIEW) CLA55 I RIP RAP WITH GEOTEXTILE Est CI I RR - 55 Tons; Esf GeoTe�ctile Fabric - 130 sq. yd. Est DDE - 65 cu. yd.; Esi Coir Fiber Matting - 28 sq. yd. FROM 42 FT. U5 OF PROPOSED INLET NLVERT 513 TO PROPOSED INLET CULVERT 513 DETAIL 513B CHANNEL TYPICAL (LT TO RT LOOKING DOWNSTREAM) (NOT TO SCALE) EXCAVATE CL455 I RIP RAP � WITH GEOTEXTILE CLASS I RIP RAP ON BENCH AND BANKS ON BANK WHERE Go��ral DEPTH VARIES SHOWN IN PLAN ° n VIEW EXISTING CHANNEL BED ELEV. �� E%ISTING CHANNEL SIDE SLOPE — gENCH WIDTH 10' (SEE PLAN VIEW) Est CI I RR - 283 Tons; Est GeoTe#ile Fabric - 400 sq. yd. Es} DDE - 450 c�. yd. FROM OUTLEf NLVERT 513 TO 108 F. DOWNSTREAM 'NOTES: DETAIL 500514 (NOT TO SCALE) SKEWED MULTI-BARREL CULVERT LOW FLOW CHANNEL,SILLS AND FLOOD PLAIN 1) NATIVE MATERIAL BETWEEN SILLSBAFFLES IN THE CULVERT $HALL PROVIDE A CONTINUOUS LOW FLOW CHANNEL. NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE THE $TREAM OR FLOODPLAIN AT THE PROJECT SITE DURING CONSTRUCTION. ONLY MATERIAL THAT I$ EXCAVATED FROM THE STREAM BED MAY BE USED TO LINE THE LOW FLOW CULVERT BARREL. RIP-RAP MAY BE USED TO SUPPLEMENT THE NATIVE MATERIAL IN THE HIGH FLOW CULVERT BARREL 5). IF RIP-RAP IS USED TO LINE THE HIGH LOW CULVERT BARREL(S), NATIVE MATERIAL SHOULD BE PLACED ON TOP TO FILL VOIDS AND PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL IS SUBIECT TO APPROVAL BY THE ENGINEER AND MAY BE SUBIECT TO PERMIT CONDITIONS. 2) SILLS ARE TO BE 1.0 FT. WIDE, CAST SEPARATELY AND ATTACHED BY DOWELS. 3) TOP OF LOW FLOW SILLS SHOULD MATCH $TREAM BED ELEVATION IN LOW FLOW CHANNEL OF STREAM. (THALWEG) 4) DO NOT SET ELEVATION OF HIGH SILLS ABOVE BANK FULL. 5) NUMBER OF SILLS DETERMINED BY THE ENGINEER. i � � _ / r—io.o'—� 7.0' T \ B Tg `iB � _ — — _ � � V A�W EG ' � � � � � � � � BACK FILL WITH NATIVE MATERIAL TO � � � ' I SILL HEIGHT �TB SILL j� � re re FLOOD PLAIN NO SILLS REQUIRED IN THE LOW FLOW BARREL BENCH PLAN VIEW ena DETAIL 2076C OUTLET CHANNEL TYPICAL (LT TO RT LOOKING DOWNSTREAM) (NOT TO SCALE) �a EXCAVATE No��ral TRANSITION FROM Gro��d FILL IN EXISTING PROPOSED CHANNEL CHANNEL BED ELEV. = 232.4' TO PROPOSED CHANNEL �"7 ti, BED ELEV = 232.1' CLA55 I RIP RAP WITH GEOTEXTILE PROPOSED GROUND CHANNEL WIDTH 5' (SEE PLAN VIEW) CL45S I RIP RAP WITH GEOTEXTILE Est CI I RR - 34 Tons; Est GeoTexiile Fabric - 71 sq. yd. Esi DDE - 55 cu. yd.; Esi Fill - 10 cu. yd. FROM 46 FT. Q5 OF PROPOSED OUTLET CULVERT 2076 TO 81 FT. q5 OF PROPOSED OUTLET CULVERT 2076 DETAIL 514A CHANNEL TYPICAL (LT TO RT LOOKING DOWNSTREAM) (NOT TO SCALE) COIR FIBER MATTING E%CAVATE ON BENCH � � � rCLA55 I RIP RAP TRANSITION FROM WITH GEOTEXTILE OUTLET OF NLV 513No���pl I �DEPTH VARIES BED ELEV. TO Gro� NLV 514 INLET BED ELEV. = 183.2' TO �'l. ELEV = 181.9' ' CLASS I RIP RAP WITH GEOTEXTILE PROPOSED GROUND� CHANNEL WIDTH 10' (SEE PLAN VIEW� BENGH WIDTH VARIES �SEE PLAN VIEN� � ClASS I RIP RAP WITH GEOTEXTILE •LAID BACK RIP RAPPED SLOPE WHERE CHANNEL WORK DIVERGES FROM EXISTING (SEE PLAN VIEW EXTENTS) Esi CI I RR - 162 Tons; EsT GeoTeuTile Fabric - 278 sq. yd. EsT DDE - 354 cu. yd.; EsT Coir Fiber Matting - 57 sq. yd. FROM 108 Ft. DOWNSTREAM OF CULVERT 513 OUTLET TO INLEf NLVERT 514 DETAIL 5146 OUTLET CHANNEL TYPICAL (LT TO RT LOOKING DOWNSTREAM) (NOT TO SCALE) �� TRANSITION FROM OUTLET OF PROPOSED RCBC TO n ELEV. = 180.7'�� CLA55 I RIP RAP � WITH GEOTE%TILE / PROPOSED GROUNDJ CHANNEL WIDTH VARIES FROM 10' WIDE AT OUTLEf TO EXISTING CHANNEL WIDTH �SEE PL4N VIEYV� FLOOD PLAIN BENCH CLA55 I RIP RAP WITH GEOTEXTILE � �DEPTH VARIES ��BENCH WIDTH VARIES FROM 0' TO 8.5' (SEE PLAN VIEW) CLP.S$ I RIP RAP WITH GEOTEXTILE `NOTE TRANSITION ALONG EXTENTS 2:7 SLOPE TO EXISTING BANK SLOPE Est CI I RR - 192 Tons; Est GeoTextile Fabric - 393 sq. yd. Est DDE - 736 cu. yd.; Est Coir Fiber Matting - 40 sq. yd. FROM CULVERT 514 OUTLET TO APPROXIMATELY 73' DOWNSTREAM SILLS AT INLET AND OUTLET � � � � M o Z � J w � d Z rn � � � N O W � � � z � � Q W 3 E � N �a � � w s d �' � � � � w � H � Q � o v � 3 � E� � m v� � �� �� rn � Si I �i Z o� O �u � C: w °� � EI �. o, p"I � �� w; �; s° 1223 JOn25 Frdnklin Rd. PROJECT REFERENCE NO. 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ETHERILL Raleigh, N.C. 27606 ENGINEERING License No. F-0377 Bus: 919 851 8077 Faz: 919 851 8107 TMNSPORTATION PIANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ❑VIIJSITE DESIGN - GIS/GPS - CANSTRUC�ION OBSERV/TfON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED _ _, � i _ �— PROJECT REFERENCE NO. SHEET NO. �V-.5600 8 RNJ SHEET NO. ROADWAY DESIGN HYDRAULIGS ENGINEER ENGINEER � � � - -�_ __ � � / � � � � � � — � � � � j � � � � $ — —_ � � � � � � � J , / � � ( / , � �, � -� � -� � � � � � --- � , � � i > / i ( Z�I � I DOU E Z FARMS LIMIF ED PARTNf&SHIP _�� � � � � �� � / J � � � � - J � — � � � � � � � � DOl1BLE Z FARMS LIMITED PARTNER�HIP � � � — — — __ / � / � �.� i \— . — _ —� �- �, � � �� � � � � � � 55� � � � �-- �_--�- � _, / / / / � � _ � � y I r / � � r -- --250� �� 250 — / � I f � /� // / / — \ /� � � /� \\\ '// / / i / r — /� � � / � � �Sx � � � � � � � J� � � // � � � �i / � � i � � � � � � i' i � i � �� �� � � � � �� � � � ti5 � � �� � � � � � � i i i � � i i i � � � � ��� ' / I �- -- � i i i ��✓ i i i� W � � � / � � / i i i � � \� / �� ' \ \ �\ L -\ C J ` �� i i i i i � I / ! �� i ���BILLB�ARD \ I - , . i ,% � ��\ l _ � 1 � � � _ � m Z� 0 � o w z � J � a a z 0 �a z w z 3 0 � w 0 � d 0 a 0 � O � Z � w 3 � � � 0 � � a E v a � s m m � �, � � � � 3 E. � W �� �_ � 0 � � +� [ v E � 0 � w � Sm � _ (i -= _ r- Z- rn -= I - r _ N � D o� O + O O � � W W _ N W W N 0 0 + M � � N � � �� � � �� ra'sseoircH � ���� m�� ��� � � � ���� ----� _ � ���� �veo�� �� � l�f�; � �� z s � ) q o. 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UZZIJE � � � � � � r � � � � � I � � 1 \ /� � \ \ �/ } l—� \� 1� � � � � \ ` � � �� ✓ 1 ._ � Dryy ALD R.BASIAGEE__ � \ \ �V � � � _ i A��� ��\�� � m �� ` � -'_ -��� � � � � � � � ��A_ �, ��� �A ��—� �� \ � �_ P E RM I T D RAW I N G ��� � `� \ \`, RoaE� �A�_ �, -, > y ; � fssz_ _ _ ? _ � > >- �_ �— SHEET 10 OF 53 \� \\� ��\ \ \ �� < ���—��\� � `��,� /����� \°` � s a\ \ � too� o� toa ��� � �� �� � � � � � , � �� � �� � \ ss� � � � � � �I � , ���� � � �\ � —t� � � � � �� � �� � ��� � �1 V \ � � � � \ �anrnic scn�e ��� � � ��� � �� �� � � � � � � � �� �� � r � � � � � — � \ —J 1�� � � \\ \ \ \ \ � � I �� G&C PRO�TIE§-ANQ_INVESTMENTS LLC � � i � �ENorEs HaN� � � � \�,� �\���. , �� _r — � � - � � > > m CLEARING ��� �� ��� � � �� �I � � � �� �� ` -� 4� � I � \ � z I � DENOTES EXCAVATION � ��� ���� � �� ��� � j �` ��� �, � � ! _ �� � � � IN WETLAND � � � � \ � \ / \ s �—� � � — I c' J �i� � � � SS % �� 1 \�\\ \\\\ �l � \�� \ J �� � \ _ ��\r� N �� Jr �� / ) J FOR -L- PROFILE, $EE SHEET: 29 DENOTES FILL IN � 1 \ / � F F � � � � � � �✓ � —� � i� � FOR -SR7- PROFILE, SEE SHEET: 48 WETLAND � \ � ��� ��� ��� � �� �� � � � � � �- — � � � � � FOR -SR2- PROFILE, SEE SHEET: 51 � � � � � � �� �� � � � � � �- -� � � � / FOR RAINAGE DET ILS, SEE SHEETS: 2D-1 THRU 2D-3 a s 1223 JOn25 Frdnklin Rd. PROJECT REFERENCE NO. SHEET NO. � cP ETHERILL Raleigh, N.C. 27606 � 100' 0' 100' � �\ �� � C��� ENGINEERING LicenSe No. F-0377 w-J�6�� .9 � P E RM I T D RAW I N G � �s , w-� O Bus: 919 851 8077 gryy SHEET NO. \ \� 17 Faz: 919 851 8107 S H E ET 12 O F 5 3 � r �l ROADWAY DESIGN HYDRAULIGS E 9�T\ � � c� ` 1anNsvoarar�oNcinNrv�N�/oes�cN aa�oce/sraucruaeoes�cr� ENGINEER ENGINEER GRAPHIC SCALE � �\ \� PATTIE B. PROCTOR � Q aviUsrteoes�cN-css/crs-con�srnurnor�oaseavnnom \ \� 4� \�� \� � DOCUMENT NOT CONSIDERED FINAL \ � � ,�, � UNLESS ALL SIGNATURES COMPLETED DENOTES TEMPORARY 6� y � FILL IN WETLAND o� �� \ a POWER EASEMENr SPECIAI CUT DITCH � �O \\\ � � DENOTES TEMPORARY �� �sEE oErA��A, �� ��� �o� � �� � � � IMPACTS IN SURFACE WATER \ � ` \ � \ * � � � DENOTES MECHANIZED � �� � ���` y„� \ � SPECIAI CUT DITCH \ � � �� � � � CLEARING � �� �� � ` � \ �. EE DETAIL BU) � \ �� �\ PATTIE B. PROCTOR DENOTES IMPACTS IN �E � � - � � �� � SURFACE WATER \. � � � � � � � o� \\ E �\ \ � �p6\ \ � -. � DENOTES HAND � ` \ °°WER \ � \ EqSEME CLEARING w000s � � � �� V���A � � � "' \ s � F F DE WETLANDL IN TEMP SURFACE WATER IMPACTS � �-�,�\ � � \\� SPECIAL CUT DIT �t � BIL e � � � � � � � � (SEE DETAIL A) ��2 � DENOTES EXCAVATION _ w,e — — —, z6 � � ��\ \� \�\� \� \� — — — �—, Fo_ _ �E`.�N� R,w ��opes ._ i�- � I N W ETLAN D _ _w�e— — — r — — — — — — —� r , ' -- — \ \ — —_ �N�_z35.eo _ _ _ — — — — —w �.. 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P ETHERILL 9 o, 1 �/ Ralei h, N.C. 27606 � � � \\ \\ A\ � f \\ \ � � ENGINEERING gasen9198518077 w 56�� 9 � P E RM I T D RAW I N G '°°" °' ,°°' ,� ,� J ���\ _-��� / O �� RNJ SHEET NO. ^ ^ �� o �' �, � 1 (\ Faz: 919 851 8107 S H E ET ��7 O F ��7 C \� �\� c\ � � �� y'T� \ \ Z � ROADWAY DESIGN HYDRAULIGS \ , c� 1 �', raaNsvoarar�oNcinNrv�N�/oes�cN-aa�oce/sraucruaeoes�cr� ENGINEER ENGINEER GRAPHIC SCALE � I I � �� \� L� PAT�IE B�ROCT)QR, � � aviUsrteoes�cN-css/crs-con�srnucnor�oaseavnnom / � / � I � \� �� ���� v� � � \ m � � � �� � �� / J � � � � � DOCUMENT NOT CONSIDERED FINAL � � I � � \ � � I � � � � - � � 1 � � UNLESS ALL SIGNATURES COMPLETED � DENOTES TEMPORARY C ` � � � �� p � / � � � \ � _,- `� °°. � FILL IN WETLAND \ �� \ �,°"'°W�ES �\ ��'�\ � ���� J � I a `� ` �� � �^+eNr sr�� � �DENOTES TEMPORARY � �V �� � �sEE oEr ���, --' �o � � �o ��� � / C i� �'� � �-� � � IMPACTS IN SURFACE WATER �� \ A \ �� °� � � s���`� ��� �� �� � � i ��� /- � �'� — * � � � DENOTES MECHANIZED � 1 1, �� '� ��a� � i �� � ���������,�� � � � � � � ` � � � � � - � � �� � � � CLEARING � �, ` � y sPE��A«��o�r�H `, A � \V `° � i i �`� �- ��I � ,- � � � � � � / V .- ee oeinl� aUl V � � ��� ������ `�� o� �- �. � PATTIE B. 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ETHERILL Raleigh, N.C. 27606 ENGINEERING License No. F-0377 Bus: 919 851 8077 Faz: 919 851 8107 TMNSPORTATION PIANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ❑VIIJSITE DESIGN - GIS/GPS - CANSTRUC�ION OBSERV/TfON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED E PROJECT REFERENCE NO. SHEET NO. W-5600 /3 RNJ SHEET NO. 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PROJECT REFERENCE NO. SHEET NO. � � � �� \ V �oz ETHERILL Raleigh, N.C. 27606 \��� � F F DENOTES FILL IN \ �- -' �� ENGINEERING LicenseNo.F-0377 W-J�EOO 2/ \ [ Bus: 919 851 8077 J \� �� � z WETLAND PERMIT DRAWING --J R^N SHEETNO. �_- --� � _ �� � Faz: 919 851 8107 �, �\ � Op\ ROADWAY DESIGN HYDRAULIGS \ , \ � ranNsvoarar�oNcinNrv�N�/oes�cN-aa�oce/sraucruaeoes�cr� ENGINEER ENGINEER �� � � 1 � �� � '� * � DENOTES MECHANIZED SHEET 4�J OF �J3 � ���us�DE9GN �=s��Ps ��5������aasEa�an�� \ � � � � CLEARING � � \ � � \ � � � � - DOCUMENT NOT CONSIDERED FINAL \\\�r � � \ - � \ 100' 0' 100' /� � _ UNLESS ALL SIGNATURES COMPLETED ���`� ��� `�� �� - � DENOTES HAND � � ��q5j �� �'� � � \� CLEARING — � � S � \ \ � 'l � \ � � � . GRAPHIC SCALE \ \ \ ��-- — - � ` R, �' ����� ���, � � ���� �\��\�o, ���,���� � � � � _ �� —__�-�' � srq, �rc o '� 59 „' � �� � � � �J � � � ��///���� ��� ��� �� � � � � g6 �i�56A�-�' ��� � � � � �� � � � \��y� � � � � � ���� � � �� ����� � � � � � JOHN W. 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PROJECT REFERENCE NO. SHEET NO. ETHERILL Raleigh, N.C. 27606 ENGINEERING License No. F-0377 w-56�� 24 Bus: 9198518077 RNy SHEET NO. Faz: 919 851 8107 ROADWAY DESIGN HYDRAULIGS ranNsvoarar�oNcinNrv�N�/oes�cN-aa�oce/sraucruaeoes�cr� ENGINEER ENGINEER ❑VIIJSITE DESIGN - GIS/GPS - CANSTRUC�ION OBSERV/TfON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED - E SPECIAL CUT DITCH ' j� ] R' (see oerna eu1 4�'� i R R R ' , � - r � c � „� e ,,=-� --1=-� �� v� c < c i � �_ c c c c c c W -- . _ � <�-' -'------- � --- --- --- --- --- ----------- � c c .. i . _ --� 1,' � x� s u. .,� � / 15'" s � _ - _ - - _ � F F F L' �,- -r .1 �, . - -.� -� , • :5 F --- _-_ �,� -_, j �.� t, -�;, ,:n.Jr'-i; - -[.n., _:� wrw'�,- , ; ..c r _ - _ - - �' �aPnveo R nowA� v;:ao� -SR7- r r �' � -- -�- -- '��� ; �- "- NL� �& 3$BW . - - - t G� 72 .r� —���r�-�—., � � q - C � ,-. v� � � r. - - � - - - - - �— �- �—x—�- �-; :, r: _• t �—� � ti ��T— - "� ° � > 1:; � - - - - - - 'u w,-��, w, ., .. -�,� r w-�;. k,r � �d�". � x _ � ''' �,� - -- - -- � 1 , F - �.,�-*�2s-- . . � - PERMIT DRAWING SHEET 51 OF 53 �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER ,00• o• ,00� � THOMAS B LONG -ARM LLC GRAPHIC SGALE 7$ / I � 73 HINNANT BROTHERS FARM LLC r STANDARD 3' BASE DITCH GRADE=1.02% DDE=335 CY (SEE DETAIL BZ� LATERAL 3' BASE DITCH � �I / � (SEE DETAII BV) F � �:. � ( -- _ - � ---- --- � � O J DIPECI DETAIL AK H I - � -� - � - V- - - - � - - - - -� FJ - - 61.88'�. 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DEPARTMENT OF CORRECTIONS � 3 -- \ — E c ` SPECIAL T 4 A IT �- �- (SEE DETA G o' ___-________ i 3 ___ _ __- CE �� w� ___ -- i __ _-______-_-_-- - . cn ..___. ____ ~ ` _� wO � -,>k � ��'�:,.-�: � -r`� �-,.�'X�'�"� srt':'K .�s, ,.. . - _ S? Sm '`1 ti. s�`� FOR -L- PROFILE, SEE SHEET: 37 FOR -SR7- PROFILE, SEE SHEET: 58 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 Z O � w K � rn 0 � � N 2 N a � s m m � a � � � � v 3 E �' v r. �� � � �: � o� � �� +� ; [ v: E �., 0 [ w. �� Sm � � � 1223 JOn25 Frdnklin Rd. PROJECT REFERENCE NO. SHEET NO. PERMIT DRAWING �/ V / \ ENGENEERING Raleigh,N.C.27606 \ Basen9198518077 w 56�� 24 Fdz: 9198518107 R^�' SHEET NO. SHEET 52 OF 53 �`� � � - - �� �I �� � / � � I � ��-� ROADWAY DESIGN HYDRAULIGS � � ranNsvoarar�oNcinNrv�N�/oes�cN-aa�oce/sraucruaeoes�cr� ENGINEER ENGINEER � 5q�/ � � � � � � � A . h , � � aviUsrte oes�cN - css/crs - con�srnurnor� oaseavnnoN � � .�_ —� � DOCUMENT NOT CONSIDERED FINAL DENOTES IMPACTS IN \\ , �r-�N /� � 0��� / UNLESSALLSIGNATURESCOMPLETED SURFACE WATER ` I�' `- � Q � � � � � � . 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Channel Channel Relocation Stabilization Site NRTR Station Structure Fillln in Clearing in SW SW Impacts Impacts for for No. ID (From/To) Size / Type Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Streams Streams (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) (ft) 1 SB -L- 45+66 3@ 6'x6' RCBC 121 18 32 1 A SB -L- 43+84 to 46+55 Toe Protection 0.66 0.07 0.14 1 B SB -L- 43+45 to 46+14 Toe Protection 0.09 0.08 0.05 2 WT -L- 62+33 RR pad < 0.01 < 0.01 < 0.01 3 SC/SF -L- 77+24 to 79+70 42" PIPE / 36" PIPE 82 40 198 14 3A SC/SF -L- 79+13 to 79+94 ditch/RR 0.02 0.01 0.02 4 SD -L- 82+56 to 84+70 42" PIPE 42 20 23 4A SD -SR1- 64+00 to 66+56 Outlet protection < 0.01 < 0.01 4B SD -L- 83+5 to 85+20 Fill & Erosion Control < 0.01 0.07 0.07 5 W I -L- 112+30 to 113+33 Easement 0.02 6 WK -L- 113+00 to 115+33 48" PIPE < 0.01 0.04 6A W K -L- 113+50 to 124+50 SR3 1.84 0.45 7 SG -L- 134+00 2x48" PIPE to 42" PIPE 84 42 41 8 SH -L- 144+60 36" PIPE 125 10 8A SH -L- 143+91 to 144+94 Toe Protection < 0.01 0.02 8B SH -L- 144+28 to 144+69 -Y7RPC- 0.02 < 0.01 9 WL -SR3- 46+72 to 49+07 -SR3- 0.39 0.03 0.14 10 SI -L- 148+30 to 158+45 10'x6' RCBC to 2@10'x7' RC 95 92 75 285 10A SI -L- 148+30 to 154+00 Toe Protection 0.11 0.14 10B SI -L- to 160+00 to 162+75 RR Fill slope 0.03 0.05 11 S M -L- 164+50 72" P I P E to 72" P I P E 0.13 157 83 57 11A SM -L- 160+23 to 162+73 RR Fill slope/Culvert phasing 0.20 0.07 0.06 116 SM -L- 165+25 Outlet protection < 0.01 0.02 12 PF -Y7RPA- 18+00 Drain and Fill pond 0.09 13 SP -L- 193+54 36" PIPE 63 40 27 13A SP -L- 193+54 Bore Pit < 0.01 0.06 14 SN/SR -L- 197+60 to 202+52 72" PIPE 436 30 65 44 14A SN/SR -L- 197+60 to 202+52 Fill & Ditch 0.55 0.04 0.11 0.05 14B SN/SR -L- 201 +43 to 202+54 Ditch & Erosion Control 0.04 0.03 0.03 15 SO -L- 222+72 LT 48" PIPE 0.10 0.03 0.04 16 ST -L- 222+72 RT / SR6 15+50 48" PIPE 0.22 0.06 0.04 17 SQ -L- 260+14 36" RCP 97 20 TOTALS*: 4.20 0.22 1.41 0.48 0.22 1302 395 338 523 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24