20190188 Ver 1_W-5600_Permit Drawings_Buffer_20190121 (2)_20190212

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THIS IS A CONTROLLED—ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WILSON'S MILLS.
DOGUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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: [phone] S 9�
PLANS K = 8 % _ 20[8 STANDARD SPECIFICATlONS a� �
LENGTH ROADWAY TIP PROJECT W-5600 — 4.959 MILES � �
D= 55 % LENGTH STRUCTURE TIP PROJECT W-5600 = 0.019 MILE$ RIGHT OF WAY DATE: BOB A. MAY, PE SIGNATURE: P� w� '�
PROJECT ENGINEER 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. 66+25 TO STA. 66+70 -SRI- LT
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 STA. 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 STA.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 -DR1- 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+50 -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
BUFFER DRAWING
SHEET 2 OF 15
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
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 260+50 TO 261+50 -L- LT
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. 75+08 -SR2- RT
AT STA.37+42 -SR3- LT
�' o
�m

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 B U F F E R D RAW I N G
TRAVEL LANE
e M'° °-'° F SHEET 3 OF 15
^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)
BUFFER DRAWING
SHEET 4 OF 15
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)
� �
�LL
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

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Z
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CO �
(Q 3
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J� k
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�
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BUFFER DRAWING
SHEET 7 OF 15
MITIGABLE IMPACTS ZONE 1
� MITIGABLE IMPACTS ZONE 2
,00� o� ,oa
GRAPHIC SCALE
E E
E E
�
23A
FRANCIS KNOX TOLER & WIFE,
VICTORIA LIPSCOMB TOLER
N � PONo \ E
r E E E �
� E ��
W � �E
W E%ISTING R/W E STIN R/W W
_ �ae„ww�isaw —�— . - .. . _ . _ . ._ ._ .. . .. . .. . _. .. .. .. .. .. . .. . .. .. .. .. ..
w000s w000s �48"ww a isew w000s
W .. .. ��p F �F RIP�4P�� F .. .. . NV=225.23' F . F ..F ._ . F.. '- -' F NV=82 .(
WF _—�� i�'_______ i�`.r"8CP F �� \
F _---____ F �
� � m
N -- -�__ F i�� _— F _� F �—
� F F i _--_— ���--_-- --� �F'�
--- F _�—�_--i
�
O �— ----- — --- ----- — �RETAIN — — — ---'
� �
� — -----
N cAe�e �oN� Adj. pGl S ��E29' /5.5" E —L—
r
TOP=2�
FS INV OLl - �.
• — — -----
� — � --
N —
---- —
�
J� q•Pvc wi coNc � a•Pvc wi coNc .
I / F --- F -- F ^ 4'-PVE F 6MIL �
� �
� F � �
Z _----- ------� F
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FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3

BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftz) (ftz) (ftz) (ftz) (ftZ) (ftz) (ftz) (ftz)
1 3 72"X72" RCBC -L- 45+00 to 46+50 X 8716 5649 14365
4 42" RCP -L- 83+50 X 4541 3039 7580
42" RCP-III & dual
7 48"RCP -L- 134+00 X 13293 9441 22735
2@10'X6' & 2@10'X7'
10 RCBC -L 148+00 to 164+50 X X 13777 11410 25188 12398 10597 22994
11 Y7RPA/72" RCP -L 162+00 to 165+00 X 21004 11139 32143
13 42" welded steel -L- 193+50 X 3713 2325 6038
14A 72" welded steel -L- 198+00 X 27991 15197 43188
14 Ditchdiversion -L-201+50 X 9151 5070 14221
17 54" welded steel -L- 260+00 X 7239 4526 11765
TOTAL: saaz� 26370 64791 83402 52023 135425
Rev. May 2006

Rev.Jan 2009