20200174 Ver 1_work plans B 5534_20200306

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0
See Sheet to For Index of Sheets
See Sheet 1B For Conventional Symbols
VICINITY
iVAP
-\O
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
DUPLIN COUNTY
LOCATION. BRIDGE 82 OVER BURNT COAT CREEK ON NC IM11
TYPE OF WORK GRADING, DRAINAGE, PAVING, AND STRUCTURE
IWETLAND AND SURFACE WATERI
omTR
&rAIW M— REPBRENM M
N.C.
B-5534
vr—PRALK-
55034.1.1
P. E.
55034.2.1
R/W & UTILITIES
55034.3.1
CONSTRUCTION
PERMIT DRAWING
SHEET i OF 7
I
� w 00
0
z z
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
KimleylMorn
HYDRAULICS ENGINEER
PLANS PREPARED FOR
AADT 2020 = 6,100
THE NCDOT BY. -
510 215 0 50 100
AADT 2040 = 7,600
K 9%
D 55%
LENGTH ROADWAY TIP PROJECT B-5534 0.283 MILES
LENGTH STRUCTURES TIP PROJECT B-5534 = 0.020 MILES
SEAL
038559
2018 STANDARD SPECIFICATIONS
PLANS
JEFFREY W. M00REP.E.
P.E.
50 25 0 50
100
T 11%*
V 60 MPH
(TTST 8% + DUAL 3%)
TOTAL LENGTH TIP PROJECT B-5534 0.303 MILES
RIGHT OF WAY DATE.
AUGUST 8,2019
TRI,
PROJECT ENGINEER
SETH DENNEY, P.E.
SIGNATURE,
ROADWAY DESIGN ENGINEER
PROFILE (HORIZONTAL)
PROJECT DESIGN ENGINEER
FUNCTIONAL RURAL MAJOR
10 5 0 1 0 20
CLASSIFICATION: COLLECTOR
STATEWIDE TIER
LETTING DATE:
DAzuREs VID STUTTSP.E.
PROJECT ENGINEER
PE
PROFILE (VERTICAL)
P CFIPROGRAM MANAGEMENT
SIGNATURE:

XWELL, II
NICHOLS
52
DISTE PBED� '\ \ \ \\ \
�xt1-II POSSIBLE U/G \\
'oem4Z. , /�uNJfc��noN Box \
II II TOP �2d \��
Z�
2c
P1 Sta 16+3750
P1 Sta 23+85.79
P/ Sta 26+T3.45
A = 26' 22' 00.6' (RT)
A = 10' 59' 17S (RT)
A = /0' 59' 1i-43 (LT)
D = 3' 28' 20.9•
D = 3 49' 11.0”
D = 3' 49' IIL'
L = 7-59 /'
L = 28T.67'
L = 28T.67'
T = 386
T = 14428'
T = 14428'
R = l6 000
R = l 500A0
R = 1,50000
SE = A4
SE = 0.04
SE = 0.04
RO = 08' RO = 108' RO = 108'
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING
3R 3E 3E 1E
/ DENOTES TEMPORARY DENOTES HAND
FILL IN WETLAND CLEARING
z
/yL
1�L'1
TH•I
t10.06 32.75
\
\
be
Lle.59
R
L
I
,f� I
LJ .d
i
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FAISON D. SMITH
DB 565 / 323
Vy ODS
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
N
CLASS II RIP RAP TO ELEV. 72.0' —
(STRUCTURES PAY ITEM, TYP.)
SITE
WOODS
a � -
.E55
/�, ld \ \ 91 Lp
TOP=71.6 DI /I I, s_ h' i i' Y 1 Y 1 Y Y 1 Y Y \Y--`1/B—\ 1 Y Y 1 Y \WOODS
TOP=71.68'�
'HOODS
40" �c
/ `I. `I, �j �j TEMPORARY
1'
`1' `Ij 1' 1 1CUT DITCH
SEE DETAIL 1
I;.
\'•. .f/ `1' `I' `I. `I' `I. `11 CLASS B RIP RAP
EST 1 TONS
EST 5 SY GFD
TEMPORARY
2 CLASS B RIP RAP
\\ JEAN PATTERSON SMITH EST 1 TONS
EST 5 SY GFD
\ DB 1349 / 259
LINDA GRADY SMITH
DB 787 / 274
PERMIT DRAWING
SHEET 2 OF / Kimley>>> Horn
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601
DETAIL 1
CUoT DITCH
IN . let
Dilh
S4.
D FW
Min. D=1.5 F.
FROM STA.19+00 TO STA.21+16 —L— (RT)
DETAIL 2
TOEI PROTECTION
Nd m swkj
S F`l
Gmund H—b—_. F
I d
d— 1 F.
b= 2 Ft. Geole.fil.
Type of U—= OAIIS 'B' RipJ,
FROM STA.25+48 TO STA.27+00 (LT)
LINDA MARIE BASS
DB 1597 / 181
—IM REMOVE
Y Y Y Y
i'
PROJECT REFERENCE NO.
SHEET NO.
B-5534
4
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EXIST ROADWAY FILL
EXCAVATIONTION.TYP
(SEE CROSS _SECTIONS)
0
U oD
Z�
Z
N
TOE PROTECTION
CLASS 'B' RIPRAP
EST 35 TONS
EST 70 SY GFD
SEE DETAIL 2
WOODS
I
I
rN•z
L 26t00.79 29.i3
Elev. 79.92 W
8' PVC LV
R W
F
O
x
—= N
V
XISTI G R/V PUEF
I /
UIN CHIL)UL END BRIDGE
- c5,1 'PI+1Ann
-
L-NC 11//// rL
W
0
SEE SHEET 6 FOR -L- PROF/LE
SEE SHEETS S-1THRU S-34 FOR STRUCTURE PLANS
TYPE
B-77
TYPE GREU
B-77
DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP

i
W
0
XWELL. II
-L-
Pl St0 /6+3750
PI Sta 23+85.79
PI Sta 26+7-3.45
p = 26' 22' 00.6 (RT) p = /0' 59' 1T.3" (RT)
p = /0' 59' 17.3' fLTJ
D = 3' 28' 20.9'
D = 3' 49' llA"
D = 3' 49' //.0"
L = T59 /'
L = 28TbT'
L = 287.6T
T = 386
T = 14428'
T = 14428'
R = /r6 0.00
R = 1.500A0'
R = 1,500.00'
SE = A4
SE = 0.04
SE = 0.04
RO = /OS'
RO = 108'
RO = 108'
/
DENOTES TEMPORARY
FILL IN
WETLAND
\P *
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING
3k 3R 3A 1E
DENOTES HAND
CLEARING
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
N
CLASS II RIP RAP TO ELEV. 72.0' —
(STRUCTURES PAY ITEM, TYP.(
SITE
O \
FAIS .SMITH \ \
D 65 / 323 �
C* E F
Vy ODS o�
F F F p cl�
PER
DRAWING
SHEET 3 OF T Kimley>>> Horn
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601
/ 00
DETAIL 1
CUo DITCH
I N �o scale)
slope
Grand ?/ D FW
Min. D=1.5 F.
FROM STA. 19+00 TO STA. 21+16 -L- (RT)
DETAIL 2
TOEl Nd m PROTECTION
swkj
s F`�es
Nowml 1.� `\S�oPe
Gmund H-b-y F
I I d
d= 1 F.
6= ] Ft. GeDlealile
Type of liner= Cu.SS 'B'RipJtpp
FROM STA. 25+48 TO STA. 27+00 (LT)
LINDA MARIE BASS
DB 1597 / I81
;}' FO- -
\\\ -RE—
II,13
II I T -72s31 \� tiJ L"J c y - PRo \
PRGP o;Rl P�R TEL �AT, = _ = op � TEL °p ��Fp�N Fs — - —
TF Fo �AaL ,� TF
_rv-- - �- -d,- �.L� N� 70�lr'o
rveFo
— �A 70 +91
QM
TOP 71.6
IR
`1' `I' `I' `1' `I `I. `I' `1' TEMPORARY
sd •\ �j 1 Y 1 Y 1' 1j `�i �/ Y Y Y 1 Y Y 1 CUT DITCH
SEE DETAIL 1
CLASS B RIP RAP
EST 1 TONS N
EST 5 SY GFD Q
�
2 TEMPORAZ
RY (,
CLASS B RIP RAP
\ JEAN PATTERSON SMITH EST 1 TONS U 0
EST 5 SY GFD Z
\\ DB 1349 / 259 Z
LINDA GRADY SMITH r 3
DB 787 / 274 ?
SEE SHEET 6 FOR -L- PROF/LE
SEE SHEETS S-ITHRU S-34 FOR STRUCTURE PLANS
PROJECT REFERENCE NO. SHEET NO.
B-5534
RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EXIST ROADWAY FILL
EXCAVATION.TYP
(SEE CROSS _SECTIONS)
0
Z�
z
N
TOE PROTECTION
CLASS 'B' RIPRAP
EST 35 TONS
EST 70 SY GFD
SEE DETAIL 2
77
G
----_ — poPUr
TF '
\I`
�-y- SEX T v�l�.iry I P I \
�Woa�s
TYPE
a-n
vIN brrluvt END BRIDGE
-L- ENNG
NC ll/llli --
GREU
a-n
DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP
S
TYPE
h

Revised 3/4/2020
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
15+87.74 to 25+10.60
105' BRIDGE
0.87
< 0.01
0.12
0.11
0.02
52
TOTALS*: TO.87
I < 0.01
1
0.12
1 0.11
1
1 0.02 1
0
52
0
*Rounded totals are sum of actual impacts
1001111*3
Revised 2018 Feb

See Sheet to For Index of Sheets
See Sheet >B For Conventional Symbols
VICINITY iVAP
GRAPHIC SCALES
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
UE-1 TITLE SHEET
UE-2IUE-3 UTILITY ENVIRONMENTAL
PLANSHEETS
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
EAU UTILITY PERMIT DRAWING
DUPLIN COUNTY
LOCATION: BRIDGE 82 OVER BURNT COAT
CREEK ON NC 111
TYPE OF WORK: RELOCATION OF POWER,
COMMUNICATION, AND WATERLINES
WATER AND SEWER
OWNERS ON PROJECT
(A) WATERISANITARY SEWER: DUPLIN COUNTY
(B) ELECTRIC: DUKE ENERGY
(C) FIBER: CENTURYLINK
(D) TELEPHONE: AT&T
(E) CABLE: CHARTER
PREPARED IN THE OFFICE OF
Kimley >> Horn
JEFFERY W. MOORE, P.E. PROJECT DESIGN ENGINEER
SETH DENNEY, P.E. STRUCTURES ENGINEER
VANCE BLANTON, P.E. HYDRAULIC ENGINEER
SEAL
T.I.P. NO.
SHEET NO.
B-5534
UE-1
I
,a
o�
0
Zz
PRELIMINARY PLAN
DO NOT USE POR CONSTRUC170N
DOCUMENT NOT CONSIDERED FINAL
UNTIL ALL SIGNATURES ARE COMPLETED
DIVISION OF HIGHWAYS
UTILITIES UNIT
1555 MAIL SERVICES CENTER
RALEIGH NC 27699-1555
PHONE [phone]
FAX [phone]
OF TSpHs�
NABIL HAMDAN
UTILITIES REGIONAL ENGINEER
KELVIN MARTIN, E.L UTILITIES ENGINEER
KYLE PLEASANT
UTILITIES AREA COORDINATOR
LARRY JAMES
UTILITIES COORDINATOR

Revised 3/4/2020
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS URFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
16+42 to 16+73
COMMUNICATION & POWER
RELOCATION
< 0.01
2
17+94 to 19+40
COMMUNICATION & POWER
RELOCATION
0.02
3
20+64 to 21+48
COMMUNICATION & POWER
RELOCATION
0.02
4
21+69 to 24+57
COMMUNICATION & POWER
RELOCATION
0.05
TOTALS*:
0.10
1
0
1 0
1 0
*Rounded totals are sum of actual impacts
NOTES:
2018 Feb