20151287 Ver 1_Permit Package Buffer_20151211

6
6
\
�
9
�
�
�
•�
�
V
�
�
O
V
OFFSITE DETOUR ROUTE
See Sheet 9-A For Index of Sheets
See Sheet 1-B For Conventional Symbols
� J1 � l 1�A `\! � ��� J1 � �/��' �1����d11
�������� �� ��`�J�'��d11 JS �
WARREI� CO U1�lTY
LOCATION: BRIDGE N0.3 OVER FISHI11lG CREEK 0111
SR 1001 (MARTIN LUTHER KI11tG BLVD.)
TYPE OF WORK GRADING, DRAINAGE, PAVING, AND STRUCTURE
BEGIN STATE PROJECT 17BP5.R.56
—L— POT STA 12t35.00
BUFFER IMPACTS PERMIT
CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
tPSRS6
BUFFER DRAWING
SHEET OF
laRELIMINARY ]PLt�N�
DO NOT USE FOR (:ONSTRUCTION
=�
'�.
S T EWART
�__:.,.. i s�isEc�vr�kw�ws�ieioi
wry, nc z�;�e
��i�l,szo��9
� ECOLOGICAL
- ' ENGINEERING
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH �eQ6Yed �" `h` �'�" f FI1'DRAULICS ENGINEER
STEWART
LENGTH ROADWAY STATE PROJECT 176P.5.R.56 = 0.106 mi. F��
5Q 25 Q 50 ��0 ADT = 3500 NORTH CAROLINA �� �����
DEPARTMENT OF TRANSPORTATION
- LENGTH STRUCTURES STATE PROJECT 17BP.5.R.56 = 0.029 mi. 4� �°�q
r r � DHV = WA zmz srn:vnnen srEciFrcar�ous �e �
PLANS p= ryq TOTAL LENGTH STATE PROJECT 17BP.5.R.56 = 0.135 mi. P.E. � ��
ANDY YOUNG, PE srcxArunF: �
50 25 0 50 100 T= wA * RIGHT OF WAY DATE: rno�scz ENcrn�EEn � g
ROADWAY DESIGN ElYGINEER � �
�k (TfST N/A + DUAL WA) JUNE 7. 2015 MICHAEL BURNS. EI �� �
PROFILE (HORIZONTAL) V— 55 MPH vko�Ecz nesrcx E,vc�xesx ��� ���
l0 5 0 l0 Zp CLASS = MAJOR LETTIIVG DATE: LISA GILCHRIST EI �� 8�����
COLLECTOR
M A RC H 15, 20 16 xcnoz coxr ncr
PROFILE (VERTICAL) REGIONAL TIER P•E
SIGNATURE:

SITE I .
._. ����"/,..-�-
!
DETAfL 1 DETAIL 2
SPECIAL CUT DITCH CUT DITCH
(Not�o Scole) �Noito Scale)
on�n �,ai d�> °` o���<h
Ground Z.�� AF\o�te� Slope Ground 7:/ D ��o�ls� SIOPc
D d
Min. D=1.5 Ft. Geo�w�iie
Min. D=2 Ff.
FROM STA. 13+00 TO STA. 14+30 L RT
Type of Liner- CL155 B RiirRop Mar. d=1 R.
FROM STA. 17+10 TO STA. 79+50 -L- LT
DETAIL 3
BANK STABILIZATION
INar�o s�aie�
3.0'min
zo
�ws
�
GEOTEXiILE
Typc of Liner C1A55 II RIPRAP
FROM STA 15+69 TO STA 16+10 -L-
SITE I !
rur �., ,.:� �s � �
i�A 12+35.00' ��-��°� 3 PRUlTI" JR \ s\\
'-�JODS I
�v
s
+35 �X/ /W
�JP _ &70' LT � : \
O : HAYW OD . BE�iN
iAYW00� R ss�i-55
-: MCDOUGLE .
. _���4 _ � ' �
2 F/ — —
�P _ — —
E
. . — _ — SR I001 24 B'>' �
.. �R. MAR(lN ! I r " " " " " ' " " " " " " " _ _ _ 15" k C P- I V � _
.-.---- ----. � ..
-""_
.. _. .. .. .. ' F
. .. .. . � � � / BEGIN-
( SBG+65
+/5
� SPECIAL CUT DITCH
&7$'RT SEE DETAIL 1
CL4S5 B RIP
EST 3 TONS
EST 10 SY
GEOTE%TILE
DETAIL SHOW/NG PAVEMENT–BRIDGE RELATIONSH/P (NTS)
SITE 2
sy
?'c
�Ee?60��1+�:��
�'v����f •��iJ�i�'�
d�ti���.�a[E!'
ssv,..,��_
CLA55 RIP R�P �m\
5T 1 TO \
. ST 5 SY �
GEOTEXTIL �
0 SITE 3 ' y
\
(/JS
\WAT\
SITE 3
BUFFER DRAWING
SHEET OF
SQ' � 100'
GRAPHIC SCqLF
PROJECT REFERENCE NO. SHEEf NO.
l7BP.5.R.56 4
'.OADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
FE3E]LIMIN RY PLANS
DO NOT VSL FO CONSTIIVCTION
� - , = I �ECOLOGICAL
ENGINEERING
uzs� o� �z�' ALLOWABLE IMPACTS ZONE 1
INSET GFAPHIC SCALE �
ALLOWABLE IMPACTS ZONE 2
-�
. � � �:,
SIT,� 2
v
CUT DITCH
SEE DETAIL 2
CLASS 8 RIP RAP
EST 3 TONS
EST 10 SY GEOTEXTILE
C �
� � /
� i.n-n ,�, � ��
KING BLVD.)_ _ _ _ _ _ i_
— / /
F � � � _�
&75' R
SITE 4
BANK STABALIZATION O
SEE DETAIL 3
CLASS II RIP RAP � �
E57 70 TONS
E5T 80 SY GEOTEXTILE
J
�r Sfo. 21
+50
X157 R/W
&�a �r � STATE
sP5R56
, �. �� � 19t50.00
_ E%ISiING R/�^�,_.
SR I00/ 24 BST
N�r'..' _i a„ �._ :
= I—
SITE q `�����
FOR –L– PROFILE,SEE SHEET 5
SEE S–ITHRU S-2/FOR STRUCTURE PLANS

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 (ft2) (ftz) (ftZ) (ft2) (ft2) (ft2) (ft2) (ft2)
1 @90', 1 @60' BOX
1 BEAM 13+89/15+09 -L- LT 1855.3 811.4 2666.7
1 @90', 1 @60' BOX
2 BEAM 15+53/16+33 -L- LT 1861.3 1046.7 2908.0
1 @90', 1 @60' BOX
3 BEAM 14+73/15+69 -L- RT 2240.6 1254.2 3494.8
1 @90', 1 @60' BOX
4 BEAM 15+92/16+79 -L- RT 1703.3 736.9 2440.2
TOTAL: �sso.s 3849.2 i i sos.� o.o o.o o.o
Rev. May 2006