20200225 Ver 1_U4424_hyd_buffer_set_20200211

03
m
m
See Sheet IA For Index of Sheets (NOT INCLUDED)
See Sheet 1 B For Conventional Symbols
—TO S�
CL
Q
Z
N
u
Z
4
71.
RATOGA�
r
A PORTION OF THIS PROJECT
CLEARING ON THIS PROJECT
TO THE LIMITS ESTABLISHED
iziTATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
EDGp',COMBE COUNTY
LOCATION: NC 111 (WILSON STREET) FROM NC 122 (MCNAIR ROAD) TO
US 64 ALTERNATE (WESTERN BOULEVARD)
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND BRIDGE WIDENING
BUFFER IMPACTS PERMIT
9PAT6
STATE PROTECT REFERENCE N0.
RRRRT
N0.
TOTAL
ER68TB
N.C.
U-4424
I
RTATR PRO4.N0.
P. A.PROl.N0.
OPACRIPTION
39062.1.2
WA
PE
39062.2.2
WA
RNJ & UTILITIES
BUFFER DRAWING
SHEET 1 OF 6
ry0
a
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
PREPARED IN THE OFFICE OF,
"
Y� W.LE STREET
HYDRAULICS ENGINEER
25 0 50 100
2016 = 9,100
ADTE
EICFINc "`°'
: 1.91�.836.4040L919.836.9950
I g—
NOR
ADT 2045 = 10,400
K _ 8%
LENGTH ROADWAY TIP PROJECT U-4424 - 2.283 MI
LENGTH STRUCTURE TIP PROJECT U-4424 = 0.050 MI
NSE NO.F-0165
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
F
a`C c'
9
PLANS
zeta STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
0
D — 55 /°
ROWELL THIGPEN, PE
P.E.
SIGNATURE.
s
50 25 0 50 100
T = 3% *
V = 50 MPH
* TTST =1% DUAL 2%
-
TOTAL LENGTH TIP PROJECT U-4424 - 2.333 MI
JUNE 21, 2019
s =
o
�P oe
PROJECT ENGINEER
ERIC MISAK
ROADWAY DESIGN
ENGINEER
PROFILE (HORIZONTAL)
LETTING DATE:
PROJECT DESIGN ENGINEER
FUNC CLASS =MINOR
FEBRUARY 2021
Cp TNA�Se
10 5 0 10 20
ARTERIAL
pE
SIGNATURE:
NCDOT CONTACT. RUSSELL BROADWELL, PE
DIVISION 4
PROFILE (VERTICAL)

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SPECIAL LATERAL I' DITCH
(Net le Scdel
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v
Min. D= 1.0 Ft.
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nqi
FROM -Y4- STA. 10+67 TO STA. 11+00 RT
Pp Sta.12+52.13
�I 1
I END CONSTRUCTION
P,R1g6 -Y4- STA//+04.7/
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I I
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z SEE DETAIL 7 -L- POT Sta. 36+33.79 =
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60 IG INACCESSABLE
H I DUE TO CONSTRUCTION 12' PVC MH
COLLAR AND EXTEN HOTBOX
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PROJECT REFERENCE NO.
SHEET NO.
U-4424
6
PW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BUFFER DRAWING
SHEET 2 OF 6
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PB
-
NC STATE HWY & PUBLIC
WORKS COMMISSION
s
DB 0324 PG
0435
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-L- POT Sta.36+29.0 = 1
-Y3- POT Sta. 12+0/.0 N STANDARD TAIL DITCH \
SEE DETAIL 3
IP DDE = 15 <y
-Y3- PT Sta. 11+14.80
BEGIN CONSTRUCTION �0 \ � N e -Y3- STA10+98.00 �\
"II WLALLATERAL EDGECOMBE COMMUNITY COLLEGE \ �\
SEE DETA1C6� DB 851 PG 414
RETAIN
IP
CLASS 'B' \
RIPRAP \
EST
.2 TONS
EST.7 SYGF
-Y3- PC Sto.10+42.27
-Y3- POT Sta. 10+00.00
IP
DETAIL 6
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�..°� DETAIL 3
Ground 3,.� Q' Fit
STANDARD TAIL DITCH
D (Not to Scale)
N.—I Nofurol
Min. D= 1.0 PI. /p roan J.� D ,5.1 roua
FROM -Y3-STA. 11+00 TO STA. 11+30 LT Min. D= 3 Ft.
8= 3 Ft.
I FROM -L- STA. 40+30 TO STA. 40+35 RT
J O F I
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WOODS
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EDGECOMBE COMMUNITY COLLEGE
DB 851 PG 414
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2

o'
PROJECT REFERENCE NO. SHEET NO.
n
U-4RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
o�
i
DETAIL
SPECIAL LATERAL 'V' DITCH
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
51
\'v \\ \ BUFFER DRAWING
1.OFt. //- /--\ I \_/ \ SHEET 3 OF 6
FROM -Y4- STA. 10+25 TO STA. 10+75 LTA / _,3,-
III I I °rt Sri-- FROM -Y4- $T@.10+67 TO STA. 11+00
, If
RIP SB II, II n) 1/M PO eta. ���J
Es . 2'\\ \ /
EST.7SMCIF� III / - END CONSTRUCTION -66- 20'VI�YPGA6�
IVEOIT H / -Y4,� All+04.7I J J \ °0
SEE DETAI 7 1— jl I I tA6t \ / I \ \ / / / \ f Re—tTATE HWY & PUBLIC WORKS COMMISSION-
1 I I 1 / / °- l \ \ ✓ I /o .. \ — / \ / / \ 1 ` / DB 03�4 PG 0435
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SPECIAL LATERAL I \ \ 1ao I - \r+� \
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see oECTna 7 -L(- POT Sta. 36+33.�9\ ` / \ \\ ` \ a JM ' 1
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/ \ -Y3- POT/-Sta.101 I STANDARD TAIL DITCH \ -/ `--__`-- -- / - _-- _ _ -\-/-\
/SEE DETAIL 3 \ 1 \ C - _ _ �100_ _�\
IP / DOE = 15 <y \ \ / - -_ _///� \\�- .100-- - 100--
S=0,01 iEH i \ c \ _ \ _ i -va- / / \ _y - - - - - -98� -
° EDrECOMB�E COMMUNITY COLLEGE ` \➢ \ \ _ .94- ^ `
414 \ \
-Y3- PT Sta. CONSTRUC BEG11+l4.v
IN TION / / \
I e -Y3- STA/0+98.00 9' /� / \ N \ h/ \I/ /' , _ ,9,
SPECIAL -LATERAL / /
EDGECOMBE COMMUNITY COLLEGE/
SEE DE_ f / !, I OH 851 PG 414
v i < -RETAIN IP / / \ ._se.
CLASS 'B'-
RIPRAP
Y EST.2 TONS
EST. 7 SYGF-
Sto. +42.27
'Y3- POT Sta. 1O+OO:06 - - , / / - ,P< .P/-
+� \
DETAIL 6
SPECIAL LATERAL 'V' DITCH / _ \ - i \ \ ✓ / \ \ \ \ \ 93\
y I NM ro Smle) \
DETAIL 3 \ / N I \ °r Fill
/ Ground 3D sl°p° ,.) STANDARD TAIL DITCH \ \/ I - - - -
N.-I NM- 6 \ / \ I cIl
\ \
Min. D= 1.0 Ft.
D 9'
FROM -Y3- STA. 11+00 TO STA. 11+30 LT
U Min. D= 3 F. l f \
8= 3 Ft. \ \ \
FROM -L-STA. 40+30 TO STA. 40+35 IT I \ ALLOWABLE IMPACTS ZONE 1
wT6
wZ \I ALLOWABLE IMPACTS ZONE 2
ww

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING IMPACT (2) (2) (z) (2) (2) (2) (2) (2)
ft ft ft ft ft ft ft ft
1
L- Sta. 39+68 to 40+82
Road Fill and Clearing
x
1575
946
2521
2
L- Sta. 95+66 to 96+99 LT
x
1825
992
2817
3
L- Sta. 95+76 to 96+27 RT
x
2687
592
3280
TOTALS':
6088
1 2530
8617
0
0
0
0
0
NOTES:
2018 Feb