20170969 Ver 1_Build Maps_20170804

(Version 2.07; Released October 2016)
42328.1.1 TIP No.:B-5170 County(ies):Mitchell Page 1 of 1
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
No
Design/Future:Year:2038 Existing:Year:
Aquatic T&E Species?No Comments:
Yes No
No
N/A
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
ac.
2 lanes undivided highway with11' lanes crown.
2123
[e-mail]
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class CNCDWR Surface Water Classification for Water Body
N/ABuffer Rules in Effect:Big Rock Creek
None
1970
2 lanes undivided highway with12' lanes crown.
Waterbody Information
2018
NCDWR Stream Index No.:
42328.1.1
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
The existing 51.8' (1@17.5', 1@16.9', and 1@17.4') bridge on NC 226 spans Big Rock Creek. The existing bridge will be replaced utilizing an onsite detour (upstream of the
existing bride). The replacement bridge is a single span of 1@65' 24" cored slab bridge with end bent caps extended to scour line and spans the creek with no bents in the
water. The proposed bridge does not have any bridge deck drains, therefore, direct discharge into the stream is eliminated. Bridge deck drainage is collected into TB 2GI's at
each end of the bridge on the downstream side and oulets to the downstream side of the bridge into rip rap pads and then disperses into the floodplain before entering creek.
Roadway drainage on the southwestern (Beg. Proj.) side of the project drains via grassed fill slopes and disperses into floodplain before entering creek. Roadway drainage on
the northwestern (End Proj.) side of the project drains through a rip rapped lined base ditch before entering into an unnamed tributary to Big Rock Creek. Offsite drainage in the
southeastern quadrant of the project is conveyed via an 18" RCP and then disperses into the floodplain before entering the creek. The unnamed tributarty to Big Rock Creek,
located in the northeastern quadrant, is conveyed via a 42" RCP with bank stabiliztion at the outlet before entering Big Rock Creek. A temporary work pad will be required to
remove the existing interior pier on the south side of the creek.
1011 Schaub Dr.
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
1020 Birchridge Drive Address:
General Project Information
B-5170
WBS Element:
Bridge ReplacementWBS Element:
Andrew NottnghamNCDOT Contact:
919-707-6754
Suite 100
Raleigh NC, 27606
Contractor / Designer:
919-851-6606
[e-mail]
Raleigh NC 27699-1590
Address:
3/7/2017
MitchellBuladean, NC
Jay Twisdale
1590 Mail Service Center
River Basin(s):
City/Town:
0.6
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
Rural farmland and some residential
Big Rock Creek 7-2-64
0.4
0.12
Project Description
Proposed Project
French Broad
None
Supplemental Classification: Trout Waters (Tr)
Wetlands within Project Limits?
FEBRUARY 20, 2018
FEBRUARY 9, 2017
MITCHELL COUNTY
BRIDGE NO. 29 OVER ROCK CREEK ON NC 226

GRADING, PAVING, DRAINAGE, AND STRUCTURE

25 50 10050
25 50 10050
5 10 20 10
D
T
V
=
=
=
=
=
55
10
40
%
MPH
ADT
ADT
2018
2038
% *

* TTST =7%
FUNC CLASS =
REGIONAL TIER
0
0
0
PROFILE (HORIZONTAL)

R/W & UTIL.

BRSTP-0226(14)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
DIVISION OF HIGHWAYS
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES

PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
1000 Birch Ridge Dr., Raleigh NC, 27610
C
O
N
T
R
A
C
T
:
T
I
P

P
R
O
J
E
C
T
:
A
R
T
MEN
N
A
S
O
H
D
E
P
T
O
F TRA SPORT
T
I O
N
T
A TEOFN RT
CAR
O
LI
N
A
4
LENGTH ROADWAY TIP PROJECT B-5170 = 0.103 MILE
TOTAL LENGTH TIP PROJECT B-5170 = 0.116 MILE
LENGTH STRUCTURE TIP PROJECT B-5170 = 0.013 MILE
COLLECTOR
B-5170
B
I G R
O C K CR
E
E
K
U
N
N
A
M
E
D

B
R
A
N
C
H
SPRING CREEK
-L-
-DET-
B
-
5
1
7
0
THIS IS NOT A CONTROL OF ACCESS PROJECT.
K =11 %
DUAL =3%
P.E.42328.1.1
See Sheet 1A For Index of Sheets
2,123
1,970
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
KEVIN E. MOORE, PE
NATHAN N. ADIMA, PE
-Y 1 -
(S
R
13
3
4
)
B
LE
V I N S
B
R
A N C H
R
D .
NC 226
TENNESSEETO
B
A
KE
RS
VILL
E
T
O
N
C
2
2
6
BI
G
R
O
C
K
C
R
E
E
K
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
BEGIN DETOUR CONSTRUCTION
-DET- STA. 10+00.00
BEGIN DETOUR BRIDGE
-DET- STA. 12+40.00
-Y1- STA. 12+11.00
END CONSTRUCTION
END DETOUR BRIDGE
-DET- STA. 13+03.00
-DET- STA. 15+41.57
END DETOUR CONSTRUCTION
BEGIN BRIDGE
-L- STA. 15+20.88
BEGIN TIP PROJECT B-5170
-L- STA. 12+90.00
END TIP PROJECT B-5170
-L- STA. 19+00.00
END BRIDGE
-L- STA. 15+88.13
42328.2.1
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET _1_ OF _9_
PERMIT DRAWING
SITE 2
SITE 1
(226
(261
.94
.7 3
1.20
.20
0 .6 0
0 .62
0.27
(226
(
(226
261
1333
1330
1334
1332
1331 1330
1329
1358
1337
1337
1326
1338
1341
1343
VICINITY MAP
PROJECT LOCATION
N
A
D

8
3
/N
S
R
S
2
0
0
7

R E
V I S
I O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
B-5170 4
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NOTES:
(3) SEE SHEETS S-1 TO S-XX FOR STRUCTURE PLANS
(2) SEE SHEET 5 FOR PROFILES
(1) SEE SHEET 2B-1 FOR -DET- DESIGN
APPROACH SLAB
N
AD

8
3
/N
SR
S

2
0
0
7
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0’100’200’300’100’
SHEET _2_ OF _9_
PERMIT DRAWING
1 8
"

R C
P
-
I I I
HW
4
2
"

R
C
P
-
I
I
I
1
8
"
R
C
P-I
V
2GI 1 5 "
TO STA. 17+17 -L- LT
FROM END APPROACH SLAB
PROP. SBG
1
8
"
REMOVE HW
REMOVE PIPEREMOVE PIPE
PIPE OUTLET CHANNEL
SEE DETAIL A
FROM STA. 16+50 TO STA. 17+00-L-LT
LATERAL BASE DITCH W/CL B RIP RAP
SEE DETAIL B
TB 2GI TB 2GI 18" RCP-IV
EXIST. PIPE
REMOVE 60LF
PLUG AT R/W
1
5
"
P
PASTURE
(TYP.)
TO SHOULDER ELEVATION
RIP RAP CLASS II
24 TONS
BANK STABILIZATION
RIP RAP CLASS II
80 TONS
BANK STABILIZATION
RIP RAP CLASS II
TB 2GI
TO BEGIN APPROACH SLAB
FROM STA. 15+00 -L- LT
PROP. SBG
10
20
15
R
R
S
PI
K
E
15" C
MP
S
S
P
R
I N G C R
E
E
K
BI
G
R
O
C
K
C
R
E
E
K
B
I G R
O C K C R
E
E
K
22’ BSTNC 226
19.5’ BST
HUGHS GAP RD. (SR 1330)
TENNESSEETO
1
0
0
.
0
0
’
5
0
.
0
0
’
5
0
.
0
0
’
EXISTING R/W
6
0.
0
0’
3
0.
0
0’
3
0.
0
0’
E
X I S
T
I N G R /W
E X I S
T
I N G R /W
2
4
.
0
0
’
E
XIS
TIN
G
R/
W
E
XIS
TIN
G
R/
W
EX
IST
ING
R
/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
A M A N D A H U G H S
SANDRA G. CALHOUN
EIP
FENCE POST
METAL
FENCE POST
METAL
FENCE POST
METAL
F
E
N
C
E
P
O
S
T
M
E
T
A
L
E
I
P
E
I
P
ROGER L. JENKINS
T
T
10’ GR
10’ GR
8
’
S
O
IL
S
1
4
’

B
S
T
HEAD WALL
ROCK
B
S
T
GR
48" WD
GR
W
D
GR
B
S
T
72"CHL
1
8
’
B
S
T
BST
WD DECK
7
2
"
C
H
L
CONC
G
R
W
G
R
G
R
2
3
4
5
6
7
8
9
14
15
16
17
18’ B S T
C
O
N
C.
B
A
T
H
B
IR
D
L
T
8
’ S
O I L
7
2
"
C
H
L
ABAND. POLE
ABAND. POLE
W/LT
W/LT
W/
L
T
W
/
L
T
BRIDGE #29 DESCRIPTION
2 STEEL SUPPORT BEAMS
WITH WOODEN DECK & RAILS
IS A FOOT BRIDGE
ATTACHED TO BRIDGE
METAL GUARD RAIL
12 STEEL SUPPORT BEAMS
WOODEN WING WALLS
WOODEN DECK
2 LANE BST BRIDGE
15" CMP
INV.=2777.62’1
5
"
C
M
P
INV.=2774.43’
15" RCP
18" CMP
18" CMP
18" CMP
1
5
"
R
C
P
HEAD WALLCONC.
EIP
12" CMP
ONLYDIRECTIONAL
EIP
BRIDGE
FOOT
BRIDGE No. 29
U
N
N
A
M
E
D
B
R
A
N
C
H
W
W
SH IRLEY SU E W H ITSO N SM
ITH G R U N D STR O M
16
LIFT STATIONSEWERSANITARY
10
12
1
11
MARK JAMES SHEETS
13
C H A D T
R A V I S
&
L
I S
A H U G H S
C A L H O U N
1 6
.5
’ B S
T
B
L E
V I N S
B
R
A N C H R
D . (S
R 1 3
3
4
)
2
2’
B
S
T
N
C
2
2
6
IVETTE M. SOCARRAS
WESTERN CAROLINA TELEPHONE CO.
SHIRLEY SUE WHITSON SMITH GRUNDSTROM
BULADEAN COMMUNITY CENTER
BIRCHFIELD
BOBBY & BARBARA
BIRCHFIELD
BOBBY & BARBARA
DORIS BOONE
ANGELA M. JARRETT
HEIRS
TRULA BURLESON
& ALVIN D. OLLIS
JETER & ZEDA PARKER
IVETTE M. SOCARRAS
NORTH CAROLINA
MITCHELL COUNTY,
ROGER & BASIA JENKINS
BILLIE GARLAND
WILLIAM &
PROPOSED WORKPAD
SITE 1
SITE 2
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
F
F C F
F F
F F
F
F F F
C
C
C
F
F
F
F
F
C
C
C
C F
F
F
F F
F
F
F
F
F F
F
F
F
R E
V I S
I O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
B-5170 4
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NOTES:
(3) SEE SHEETS S-1 TO S-XX FOR STRUCTURE PLANS
(2) SEE SHEET 5 FOR PROFILES
(1) SEE SHEET 2B-1 FOR -DET- DESIGN
APPROACH SLAB
NAD

83
/N
SR
S

20
0
7
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0’100’200’300’100’
SHEET _3_ OF _9_
PERMIT DRAWING
18
"

RC
P
-
I
I I
HW
4
2
"

R
C
P
-
I
I
I
1
8
"
R
C
P-
I
V
2GI 15 "
TO STA. 17+17 -L- LT
FROM END APPROACH SLAB
PROP. SBG
1
8
"
REMOVE HW
REMOVE PIPEREMOVE PIPE
PIPE OUTLET CHANNEL
SEE DETAIL A
FROM STA. 16+50 TO STA. 17+00-L-LT
LATERAL BASE DITCH W/CL B RIP RAP
SEE DETAIL B
TB 2GI TB 2GI 18" RCP-IV
EXIST. PIPE
REMOVE 60LF
PLUG AT R/W
1
5
"
P
PASTURE
(TYP.)
TO SHOULDER ELEVATION
RIP RAP CLASS II
24 TONS
BANK STABILIZATION
RIP RAP CLASS II
80 TONS
BANK STABILIZATION
RIP RAP CLASS II
TB 2GI
TO BEGIN APPROACH SLAB
FROM STA. 15+00 -L- LT
PROP. SBG
10
20
15
R
R
SPI
K
E
15" C
MP
S
S
P
R
I NG
CR
E
E
K
BI
G
R
O
C
K
C
R
E
E
K
B
I G R
O C K C R
E
E
K
22’ BSTNC 226
19.5’ BST
H
U
G
H
S G
AP RD. (SR 13
3
0
)
TENNESSEETO
1
0
0
.
0
0
’
5
0
.
0
0
’
5
0
.
0
0
’
EXISTING R/W
6
0.
0
0
’
3
0.
0
0’
3
0.
0
0’
E
X I S
T
I NG
R /W
E X I S
T
I NG
R /W
2
4
.
0
0
’
E
XIS
TIN
G
R/
W
E
XIS
TIN
G
R/
W
EX
IST
ING
R
/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
A M A ND
A
HU
G
H
S
SANDRA G. CALHOUN
EIP
FENCE POST
METAL
FENCE POST
METAL
FENCE POST
METAL
F
E
N
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E
P
O
S
T
M
ET
A
L
E
I
P
E
I
P
ROGER L. JENKINS
T
T
10’ GR
10’ GR
8
’
S
O
IL
S
1
4
’

B
S
T
HEAD WALL
ROCK
B
S
T
GR
48" WD
GR
W
D
GR
B
S
T
72"CHL
1
8
’
B
S
T
BST
WD DECK
7
2
"
C
H
L
CONC
G
R
W
G
R
G
R
2
3
4
5
6
7
8
9
14
15
16
17
18’ B S T
C
O
N
C.
B
A
T
H
B
IR
D
LT
8
’ S
O I L
7
2
"
C
H
L
ABAND. POLE
ABAND. POLE
W/LT
W/LT
W/
LT
W
/
LT
BRIDGE #29 DESCRIPTION
2 STEEL SUPPORT BEAMS
WITH WOODEN DECK & RAILS
IS A FOOT BRIDGE
ATTACHED TO BRIDGE
METAL GUARD RAIL
12 STEEL SUPPORT BEAMS
WOODEN WING WALLS
WOODEN DECK
2 LANE BST BRIDGE
15" CMP
INV.=2777.62’1
5
"
C
M
P
INV.=2774.43’
15" R
CP
18" CMP
18" CMP
18" CMP
1
5
"
R
C
P
HEAD WALLCONC.
EIP
12" CMP
ONLYDIRECTIONAL
EIP
BRIDGE
FOOT
BRIDGE No. 29
U
N
N
A
M
E
D
B
R
A
N
C
H
W
W
SH IRLEY SU E W H ITSON SM
ITH G R UND
STR O M
16
LIFT STATIONSEWERSANITARY
10
12
1
11
MARK JAMES SHEETS
13
C HA
D T
R A V I S
&
L
I S
A HU
G
H
S
C A L HO
UN
1 6
.5
’ B S
T
B
LE
V I N S
B
R
AN
C H R
D . (S
R 13
3
4
)
22’
B
S
T
N
C
22
6
IVETTE M. SOCARRAS
WESTERN CAROLINA TELEPHONE CO.
SHIRLEY SUE WHITSON SMITH GRUNDSTROM
BULADEAN COMMUNITY CENTER
BIRCHFIELD
BOBBY & BARBARA
BIRCHFIELD
BOBBY & BARBARA
DORIS BOONE
ANGELA M. JARRETT
HEIRS
TRULA BURLESON
& ALVIN D. OLLIS
JETER & ZEDA PARKER
IVETTE M. SOCARRAS
NORTH CAROLINA
MITCHELL COUNTY,
ROGER & BASIA JENKINS
BILLIE GARLAND
WILLIAM &
PROPOSED WORKPAD
SITE 1
SITE 2
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
2
7
5
0
2
7
5
1
2
7
5
1
2
7
5
2
2
7
5
2
2
7
52
2
7
5
2
2
7
53
2
7
5
3
2
7
5
3
2
7
5
3
2753
2
7
5
3
2
7
5
3
2
7
5
4
2
7
5
4
2
7
5
4
2754
2
7
5
4
2754
2
7
5
5
2755
2
7
5
5
2
7
5
5
2
7
5
5
2
7
5
5
2
7
5
5
2
7
5
5
2
7
5
5
27
55
2755
275
6
2
7
5
6
2
7
5
6
2
7
5
6
2
7
5
6
2
7
56
2
7
5
6
27
5
6
2
756
2756
2
7
5
6
2
7
5
6
2
7
5
6
2
7
5
7
2
7
5
7
2
7
5
7
2
7
5
7
2
7
5
7
2757
2
7
5
7
2
7
5
7
2
7
5
7
2 75
7
2
7
5
7
2
7
5
8
2
7
5
8
2
7
5
8
2
7
5
8
2758
2758
27
58
275
8
2
7
5
8
2
7
5
8
2
7
5
8
2
7
5
8
2
7
5
8
2
7
5
8
2
7
5
8
2
7
5
9
2
7
5
9
2
7
5
9
2
7
5
9
2
7
5
9
2
7
5
9
2759
2
7
5
9
2
7
5
9
2
7
5
9
2759
2759
2
7
5
9
2
7
5
9
2
7
5
9
2
7
6
0
2
7
6
0
2
7
6
0
2
7
6
0
2
7
6
0
2
7
6
0
27
6
0
2
7
6
0
2
76
0
2760
2
7
6
0
2
7
6
0
2
7
6
0
2
7
6
0
2
7
6
0
2
7
6
0
2
7
6
0
2760
2760
2
7
60
2
7
6
0
2
7
6
0
2
7
6
1
2
7
6
1
2
7
6
1
2
7
6
1
2
7
6
1
27
61
2
7
6
1
2
7
6
1
2
7
6
1
2
7
6
1
2761
276
1
2761
2
7
6
1
2
7
6
1
2
7
61
2
7
6
2
2
7
6
2
2
7
6
2
2
7
6
2
27
6
2
2 7 62
2
7
6
2
2 7 62
2
7
6
2
2
7
6
2
2
7
6
2
2762
2762
27
6
2
2762
2
7
6
2
2762
27
6
2
2
7
6
2
2762
2
7
6
2
2
7
6
2
2
7
6
3
2763
2
7
6
3
27
6
3
276
3
2
7
6
3
2
7
6
3
2
7
6
3
2
7
63
2
7
6
3
2
7
6
3
2763
2
7
6
3
2
7
6
3
27
6
3
2
7
6
3
2
7
6
4
2
7
6
4
2764
2 7 64
2
7
6
4
27
6
4
2
7
6
4
2
7
6
4
2
7
6
4
2764
2764
2
7
6
4
2
7
6
4
2764
2
7
6
4
27
6
4
2
7
6
4
2
7
6
4
2
7
6
5
2765
2
7
6
5
27
65
2
7
6
5
2765
2
7
6
5
27
6
5
27
6
5
2
7
6
5
2
76
5
2
7
6
5
2
7
6
5
2
7
6
5
2765
2765
2
7
6
5
2
7
6
5
2
7
6
5
2
7
6
5
2
7
6
5
27
6 5
2766
2
7
6
6
2
7
6
6
2
7
6
6
2
7
6
6
2
76
6
2766
2
7
6
6
2
7
6
6
2
7
6
6
2766
2
7
6
6
2
7
6
6
2
7
6
6
2
7
6
6
2
7
6
6
2
7
6
6
2766
2
7
6
6
276
6
2
7
6
7
2
7
6
7
276
7
2
7
6
7
2
7
6
7
2767
2767
2767
27
6
7
2
7
6
7
2
7
6
7
2
7
6
7
2
7
6
7
2
7
6
7
2767
2767
276
7
2
7
6
8
2
7
6
8
2768
2
7
6
8
2
7
6
8
2768
2768
2
7
6
8
276
8
2
7
6
8
2
7
6
8
2
7
6
9
2
7
6
9
2
7
6
9
2769
27
69
27
6
9
276
9
2
7
6
9
2769
2
7
7
0
2
7
7
0
2
7
7
0
2
7
7
0
2
7
7
0
2
7
7
0
2
7
7
0
2
7
7
0
27
7
0
2770
2
7
7
0
2
7
7
0
2
7
7
0
2
7
7
1
2
7
7
1
2
7
7
1
2
7
7
1
2771
2 771
2
7
7
1
2
7
7
1
2
7
7
1
2
7
7
2
2
7
7
2
2
7
7
2
2
7
7
2
2
7
7
2
2772
2
7
7
2
2
7
7
3
2
7
7
3
2
7
7
3
2
7
7
3
2
7
7
3
2
7
7
3
2773
2
7
7
3
2
7
7
3
277
3
2
7
7
3
2
7
7
4
2774
2
7
7
4
2
7
7
4
2774
2774
2
7
7
4
27
7
4
2
7
7
4
2
7
7
5
2
7
7
5
2
7
7
5
2
7
7
5
2
7
7
5
2775
2
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2775
2
7
7
6
2
7
7
6
2
7
7
6
2
7
7
6
27
7
6
2
7
7
6
2
7
7
6
2
7
7
6
2776
2776
2
7
7
6
2
7
7
6
2
7
7
7
2 777
2
7
7
7
2777
2
7
7
7
2777
2777
2777
2
7
7
7
27
7
8
2
7
7
8
2
7
7
8
2
7
7
8
2
7
7
8
2778
2778
2
7
7
9
2
7
7
9
2
7
7
9
2
7
7
9
2
7
7
9
2779
2779
2780
2780
2
7
8
0
2
7
8
0
2
7
8
0
2
7
8
0
2
7
8
0
2
7
8
0
2
7
8
0
2
7
8
0
2
7
8
0
2781
2
7
8
1
2
7
8
1
2
7
8
1
2
7
8
1
2782
2
7
8
2
2
7
8
2
2
7
8
2
2782
2
7
8
2
2
7
8
2
2
7
8
2
2783
2
7
8
3
2
7
8
3
2
7
8
3
2
7
8
3
2
7
8
3
2783
2784
2
7
8
4
2
7
8
4
2
7
8
4
27
84
2
7
8
4 2784
2785
2
7
8
5
2
7
8
5
2
7
8
5
2786
2
7
8
6
2
7
8
6
2
7
8
6
2787
2
7
8
7
2
7
8
7
2
7
8
7
2788
2
7
8
8
2
7
8
8
2
7
8
8
2789
2
7
8
9
2
7
8
9
2
7
8
9
2790
2
7
9
0
2
7
9
0
2
7
9
0
2
7
9
0
2
7
9
0
2
7
9
0
2791
2
7
9
1
2
7
9
1
2
7
9
1
2792
2
7
9
2
2
7
9
2
2
7
9
2
2792
2793
2
7
9
3
2
7
9
3
2794
2
7
9
4
2
7
9
4
2795
2
7
9
5
2
7
9
5
2796
2
7
9
6
2
7
9
6
2797
2
7
9
7
2798
2
7
9
8
2799
2
7
9
9
2800
2
8
0
0
2
8
0
0
2
8
0
0
2801
2
8
0
1
2802
2
8
0
2
2803
2
8
0
3
2804
2
8
0
4
2805
2
8
0
5
2806
2
8
0
6
2807
2
8
0
7
2808
2
8
0
8
2809
2
8
0
9
2810
2
8
1
0
2
8
1
0
2811
2
8
1
1
2812
2
8
1
2
2813
2
8
1
3
2814
2
8
1
4
2815
2
8
1
5
2816
2
8
1
6
2817
2
8
1
7
2 8 1 8
2
8
1
8
2
8
1 9
2
8
1
9
2
8
2
0
2
8
2
0
2
8
2
0
28
2
1
2
8
2
1
2
8
2
2
2
8
2
2
2
8
2
3
2
8
2
3
2
8
2
4
2
8
2
4
2
8
2
5
2
8
2
6
2
8
2
7
2
8
2
8
2
8
2
9
2
8
3
0
2
8
3
1
2
8
3
2
2
8
3
3
2
8
3
4
2
8
3
5
2
8
3
6
2
8
3
7
2
8
3
8
2
8
3
9
2
8
4
0
2
8
4
1
2
8
4
2
2
8
4
3
2
8
4
4
2
8
4
5
2
8
4
6
2
8
4
7
2
8
4
8
2
8
4
9
2
8
5
0
2
8
5
1
2
8
5
2
2
8
5
3
2
8
5
3
2
8
5
4
2
8
5
4
2
8
5
5
2
8
5
6
2
8
5
7
2
8
5
8
2
8
5
9
2
8
6
0
2
8
6
1
2
8
6
2
2
8
6
3
2
8
6
4
2
8
6
5
2
8
6
6
2
8
6
7
2
8
6
8
2
8
6
9
2
8
7
0
2
8
7
1
2
8
7
2
2
8
7
3
2
8
7
4
2
8
7
5
2
8
7
6
2
8
7
7
2
8
7
8
2
8
7
9
2
8
8
1
2
8
8
2
2
8
8
3
2
8
8
4
2
8
8
5
F
F C F
F F
F F
F
F F F
C
C
C
F
F
F
F
F
C
C
C
C F
F
F
F F
F
F
F
F
F F
F
F
F
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R E
V I S
I O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALE
0’40’80’120’40’
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
BANK STABILIZATION
RIP RAP CLASS II
BANK STABILIZATION
RIP RAP CLASS II
SHEET _4_ OF _9_
PERMIT DRAWING
SITE 1, SITE 2
ENLARGEMENT
1
8
"

R
C
P
-
I I I
HW
4
2
"

R
C
P
-
I
I
I
1
8
"
R
C
P-I
V
2GI1 5 "
1
8
"
TB 2GI TB 2GI 18" RCP-IV
PLUG AT R/W
1
5
"
P
PASTURE
TB 2GI
B
I G R
O C K C
R
E
E
K
EXISTING R/W
EXISTING R/W
T
HEAD WALL
ROCK
B
S
T
GR
48" WD
GR
1
8
’
B
S
T
BST
G
R
W
G
R
4
5
7
8
’ S
O I L W
/
L
T
18"
CMP 18" CMP
1
5
"
R
C
P
HEAD WALLCONC.
BRIDGE
FOOT
B
L E
V I N S
B
R
A N C H
R
D . (S
R
1 3
3
4
)
PROPOSED WORKPAD
SITE 1
SITE 2
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
F C F
F F
F F
F
F F
C
C
F
F
C
C
C
C F
F
F
F F
F
F
F F
F
F
F
R E
V I S
I O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
2B-1B-5170
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NOTES:
(2) SEE SHEETS S-1 TO S-XX FOR STRUCTURE PLANS
(1) SEE SHEET 4 FOR -L- DESIGN
(2) SEE SHEET 5 FOR PROFILES
NAD

8
3
/N
SR
S

200
7
GRAPHIC SCALE
0’100’200’300’100’
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET _5_ OF _9_
PERMIT DRAWING
15" C
MP
S
SP
R
I N G CR
E
E
K
BI
G
R
O
C
K
C
R
E
E
K
B I G R
O C K C R
EE
K
22’ BSTNC 226
19.5’ BST
HU
G
H
S G
AP RD. (SR 13
3
0
)
TENNESSEETO
1
0
0
.
0
0
’
5
0
.
0
0
’
5
0
.
0
0
’
EXISTING R/W
6
0.
0
0
’
3
0.
0
0
’
3
0.
0
0
’
E X I S
T
I N G R /W
E X I S
T
I N G R /W
2
4
.
0
0
’
E
XIS
TIN
G
R/
W
E
XIS
TIN
G
R/
W
EX
IST
ING
R
/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
A M AN
D
A
HU
G
H
S
SANDRA G. CALHOUN
ROGER L. JENKINS
T
T
10’ GR
10’ GR
8
’
S
O
IL
S
1
4
’

B
S
T
B
S
T
GR
48" WD
GR
GR
B
S
T
72"CHL
1
8
’
B
S
T
BST
7
2
"
C
H
L
CONC
G
R
W
G
R
G
R
2
3
4
5
6
7
8
9
14
15
16
17
18’ B S T
B
A
T
H
B
IR
D
LT
8
’ S
O I L
7
2
"
C
H
L
ABAND. POLE
ABAND. POLE
W/LT
W/LT
W
/
L
T
W
/
LT
15" CMP
1
5
"
C
M
P
15" R
CP
18" CMP
18" CMP
18" CMP
1
5
"
R
C
P
HEAD WALLCONC.
12" CMP
U
N
N
A
M
E
D
B
R
A
N
C
H
W
W
SH IRLEY SU E W H ITSON SM
ITH G R UND
STR O M
16
LIFT STATIONSEWERSANITARY
10
12
1
11
MARK JAMES SHEETS
13
C H AD
T
R AV
I S
&
L
I S
A HU
G
H S
C A L HO
U N
16
.5
’ B S
T
B
L E
V I N S
B
R A N C H R D . (S
R 13
3
4
)
22’
B
S
T
N
C
22
6
IVETTE M. SOCARRAS
WESTERN CAROLINA TELEPHONE CO.
SHIRLEY SUE WHITSON SMITH GRUNDSTROM
BULADEAN COMMUNITY CENTER
BIRCHFIELD
BOBBY & BARBARA
BIRCHFIELD
BOBBY & BARBARA
DORIS BOONE
ANGELA M. JARRETT
HEIRS
TRULA BURLESON
& ALVIN D. OLLIS
JETER & ZEDA PARKER
IVETTE M. SOCARRAS
NORTH CAROLINA
MITCHELL COUNTY,
ROGER & BASIA JENKINS
BILLIE GARLAND
WILLIAM &
-DET-
10
-DET-
15
SITE 2
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
2
4
"
1 8
"
REMOVE 10 LF EXIST. 18" RCP
TB JB w/SLAB LID
TB JB w/SLAB LID
F
F
F
F
C C
F F
F
F
F
F
R E
V I S
I O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
2B-1B-5170
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NOTES:
(2) SEE SHEETS S-1 TO S-XX FOR STRUCTURE PLANS
(1) SEE SHEET 4 FOR -L- DESIGN
(2) SEE SHEET 5 FOR PROFILES
NAD

8
3
/N
SR
S

200
7
GRAPHIC SCALE
0’100’200’300’100’
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET _6_ OF _9_
PERMIT DRAWING
15" C
MP
S
SP
R
I N G CR
E
E
K
BI
G
R
O
C
K
C
R
E
E
K
B I G R
O C K C R
EE
K
22’ BSTNC 226
19.5’ BST
HU
G
H
S G
AP RD. (SR 13
3
0
)
TENNESSEETO
1
0
0
.
0
0
’
5
0
.
0
0
’
5
0
.
0
0
’
EXISTING R/W
6
0.
0
0
’
3
0.
0
0
’
3
0.
0
0
’
E X I S
T
I N G R /W
E X I S
T
I N G R /W
2
4
.
0
0
’
E
XIS
TIN
G
R/
W
E
XIS
TIN
G
R/
W
EX
IST
ING
R
/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
A M AN
D
A
HU
G
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S
SANDRA G. CALHOUN
ROGER L. JENKINS
T
T
10’ GR
10’ GR
8
’
S
O
IL
S
1
4
’

B
S
T
B
S
T
GR
48" WD
GR
GR
B
S
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72"CHL
1
8
’
B
S
T
BST
7
2
"
C
H
L
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G
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G
R
G
R
2
3
4
5
6
7
8
9
14
15
16
17
18’ B S T
B
A
T
H
B
IR
D
LT
8
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7
2
"
C
H
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ABAND. POLE
ABAND. POLE
W/LT
W/LT
W
/
L
T
W
/
LT
15" CMP
1
5
"
C
M
P
15" R
CP
18" CMP
18" CMP
18" CMP
1
5
"
R
C
P
HEAD WALLCONC.
12" CMP
U
N
N
A
M
E
D
B
R
A
N
C
H
W
W
SH IRLEY SU E W H ITSON SM
ITH G R UND
STR O M
16
LIFT STATIONSEWERSANITARY
10
12
1
11
MARK JAMES SHEETS
13
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I S
&
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16
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B
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V I N S
B
R A N C H R D . (S
R 13
3
4
)
22’
B
S
T
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C
22
6
IVETTE M. SOCARRAS
WESTERN CAROLINA TELEPHONE CO.
SHIRLEY SUE WHITSON SMITH GRUNDSTROM
BULADEAN COMMUNITY CENTER
BIRCHFIELD
BOBBY & BARBARA
BIRCHFIELD
BOBBY & BARBARA
DORIS BOONE
ANGELA M. JARRETT
HEIRS
TRULA BURLESON
& ALVIN D. OLLIS
JETER & ZEDA PARKER
IVETTE M. SOCARRAS
NORTH CAROLINA
MITCHELL COUNTY,
ROGER & BASIA JENKINS
BILLIE GARLAND
WILLIAM &
-DET-
10
-DET-
15
SITE 2
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
2
4
"
1 8
"
REMOVE 10 LF EXIST. 18" RCP
TB JB w/SLAB LID
TB JB w/SLAB LID
2
7
5
0
2
7
5
1
2
7
5
1
2
7
5
2
2
7
5
2
2
7
5
2
2
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27
5
3
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7
5
3
2
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5
3
2
7
5
3
2753
2
7
5
3
2
7
5
3
2
7
5
4
2
7
5
4
2
7
5
4
2754
2
7
5
4
2754
2
7
5
5
2
7
5
5
2
7
5
5
2
7
5
5
2
7
5
5
2
7
5
5
2
7
5
5
2
7
5
5
2
7
5
5
2755
2755
2
7
5
6
2
7
5
6
2
7
5
6
2
7
5
6
2
7
5
6
27
5
6
2
7
5
6
27
5
6
2756
2756
2
7
5
6
2
7
5
6
2
7
5
6
2
7
5
7
2
7
5
7
2
7
5
7
2
7
5
7
2
7
5
7
2757
2
7
5
7
2
7
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2
7
5
7
2 75
7
2
7
5
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5
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2
7
5
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2
7
5
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2
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5
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275
8
2758
2758
2758
2
7
5
8
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2
7
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9
2
7
5
9
2
7
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2
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27
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2
7
5
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2
7
5
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2
7
5
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2759
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2
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5
9
2
7
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9
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7
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2
7
6
0
2
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2
7
6
0
2
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6
0
2
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6
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6
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2
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6
0
2
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27
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2
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6
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2
7
6
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2
7
6
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6
0
2
7
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2760
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6
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6
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1
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2761
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1
2761
2
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6
1
2
7
6
1
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1
2
7
6
2
2
7
6
2
2
7
6
2
2
7
6
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276
2
2762
2
7
6
2
27
6
2
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2
2
7
6
2
2
7
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2
2762
2762
276
2
2762
2
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6
2
2762
2762
2
7
6
2
2762
2
7
62
2
7
6
2
2
7
6
3
2763
2
7
6
3
276
3
27
63
2
7
6
3
2
7
6
3
2
7
6
3
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76
3
2
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6
3
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6
3
2763
2
7
6
3
2
7
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6
3
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6
4
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6
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27
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2764
2
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6
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6
4
2
7
6
4
2
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6
4
2764
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2
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6
4
2
7
6
4
2764
2
7
6
4
27
6
4
2
7
6
4
2
7
6
4
2
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6
5
2765
2
7
6
5
2765
2
7
6
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5
2
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6
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27
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5
2
7
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2
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6
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6
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6
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2766
2
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6
6
2
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6
6
2
7
6
6
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2
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6
6
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2
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6
6
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6
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2
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6
6
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2
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6
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2
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2
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6
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2
7
6
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2767
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7
2
7
6
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2
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6
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2
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6
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2
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6
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2
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6
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2768
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6
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2
7
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2768
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2
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6
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2775
2
7
7
6
2
7
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2777
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2
7
7
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2
7
7
8
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2
7
7
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7
8
2778
2778
2
7
7
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2
7
7
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2
7
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2780
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2
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7
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2
7
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2
7
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2
7
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1
2
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1
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1
2792
2
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9
2
2
7
9
2
2
7
9
2
2792
2793
2
7
9
3
2
7
9
3
2794
2
7
9
4
2
7
9
4
2795
2
7
9
5
2
7
9
5
2796
2
7
9
6
2
7
9
6
2797
2
7
9
7
2798
2
7
9
8
2799
2
7
9
9
2800
2
8
0
0
2
8
0
0
2
8
0
0
2801
2
8
0
1
2802
2
8
0
2
2803
2
8
0
3
2804
2
8
0
4
2805
2
8
0
5
2806
2
8
0
6
2807
2
8
0
7
2808
2
8
0
8
2809
2
8
0
9
2810
2
8
1
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2
8
1
0
2811
2
8
1
1
2812
2
8
1
2
2813
2
8
1
3
2814
2
8
1
4
2815
2
8
1
5
2816
2
8
1
6
2817
2
8
1
7
2
8 1 8
2
8
1
8
28
1
9
2
8
1
9
2
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0
2
8
2
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2
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2
8
2
1
2
8
2
1
2
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2
2
2
8
2
2
2
8
2
3
2
8
2
3
2
8
2
4
2
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2
4
2
8
2
5
2
8
2
6
2
8
2
7
28
2
8
2
8
2
9
2
8
3
0
2
8
3
1
2
8
3
2
2
8
3
3
2
8
3
4
2
8
3
5
2
8
3
6
2
8
3
7
2
8
3
8
2
8
3
9
2
8
4
0
2
8
4
1
2
8
4
2
2
8
4
3
2
8
4
4
2
8
4
5
2
8
4
6
2
8
4
7
2
8
4
8
2
8
4
9
2
8
5
0
2
8
5
1
2
8
5
2
2
8
5
3
2
8
5
3
2
8
5
4
2
8
5
4
2
8
5
5
2
8
5
6
2
8
5
7
2
8
5
8
2
8
5
9
2
8
6
0
2
8
6
1
2
8
6
2
2
8
6
3
2
8
6
4
2
8
6
5
2
8
6
6
2
8
6
7
2
8
6
8
2
8
6
9
2
8
7
0
2
8
7
1
2
8
7
2
2
8
7
3
2
8
7
4
2
8
7
5
2
8
7
6
2
8
7
7
2
8
7
8
2
8
7
9
2
8
8
1
2
8
8
2
2
8
8
3
2
8
8
4
2
8
8
5
F
F
F
F
C C
F F
F
F
F
F
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R E
V I S
I O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALE
0’40’80’120’40’
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET _7_ OF _9_
PERMIT DRAWINGSITE 2, DETOUR
ENLARGEMENT
B
I G R
O C K CR
E
E
K
E
X
I S
T
I N G R
/W
E
X I S
T
I N G R
/W
EXISTING R/W
EXISTING R/W
T
B
S
T
GR
48" WD
GR
1
8
’
B
S
T
BST
G
R
W
G
R
3
4
5
B
A
T
H
B
I
R
D
8
’ S
O I L W
/
L
T
18"
CMP 18" CMP
1
5
"
R
C
P
W
12
B
LE
V I N S
B
R
AN
C H
R
D . (S
R
13
3
4
)
WESTERN CAROLINA TELEPHONE CO.
BIRCHFIELD
BOBBY & BARBARA
DORIS BOONE
& ALVIN D. OLLIS
JETER & ZEDA PARKER
ROGER & BASIA JENKINS
SITE 2
2
4
"
1 8
"
REMOVE 10 LF EXIST. 18" RCP
TB JB w/SLAB LID
TB JB w/SLAB LID
RALEIGH, NC 27606
[phone]
FIRM PE NUMBER : P-0671
MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
F
F
C C
F F
F F
F
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LEFT DITCH
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1300
= 5
= 2764.5
= 3100
= 100
= 2767.96
= 2400
= 2766.6
= 6/9/2016
= 2759.5
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 2700
= 50
= 2766.5
= 3100
= 2766.86
= 3200
= 100
= 2767.0
= 6/9/2016
= 2759.0
5B-5170
10 11 12
2,740
2,750
2,760
2,770
-L-
-DET--Y1-
SEE SHEET 4
FOR -L- PLAN VIEW
SEE SHEET 2B-1
FOR -DET- PLAN VIEW
10 11 12 13 14 15 16 17 18 19
2,730
2,740
2,750
2,760
2,770
2,780
10 11 12 13 14 15 16 17 18 19
2,730
2,740
2,750
2,760
2,770
2,780
10 11 12 13 14 15
2,720
2,730
2,740
2,750
2,760
2,770
2,780
SEE SHEET 4
FOR -Y1- PLAN VIEW
2,730
V = 25 MPH V = 25 MPH V = 25 MPH V = 25 MPH
10 11 12
2,720
2,730
2,740
2,750
2,760
2,770
EL = 2767.00
BEGIN GRADE -Y1- STA. 10+12.10
EL = 2,767.98
END GRADE -Y1- STA. 12+11.00
EL = 2,766.08’
BEGIN GRADE -DET- STA. 10+52.68
EL = 2,770.38’
END GRADE -DET- STA. 14+86.33
-L- STA. 15+09 (46’ RT.)
-BL- STA. 10+06.00 (23’ RT.)
NAIL IN BASE OF 30" RED OAK
BM #2 EL = 2767.90
PI = 11+90.00
VC = 80’
K = 26
PI = 13+30.00
EL = 2,767.24’
PI = 14+50.00
EL = 2,770.27’
VC = 50’
K = 36
VC = 30’
K = 14
2,720
2,730
2,740
2,750
2,760
2,770
2,780
(-)0.5000%(+)1.9377%
EL = 2,765.56’
BEGIN GRADE -L- STA. 13+50.00 PI = 14+20.00
EL = 2,766.26’
(+)1.0000%
(+)0.4232%
VC = 120’
PI = 16+63.40
EL = 2,767.29’
(+)0.4232%
(+)3.0011%
-L- STA. 12+90.00
BEGIN RESURFACING
VC = 165’
K = 208
V = 65 MPH
-L- STA. 15+20.88
BEGIN BRIDGE
-L- STA. 15+88.13
END BRIDGE
K = 165
V = 65 MPH
EL = 2,772.59’
END GRADE -L- STA. 18+40.00
-L- STA. 19+00.00
END RESURFACING
VC = 165’
-Y1- STA. 10+00.00
-L- STA. 14+66.00 =
PI = 11+30.00
EL = 2,766.41’
VC = 110’
V = 30 MPH
K = 45
PI = 11+00.00
EL = 2,767.35’
(+)2.6839%(-)1.8889%
VC = 75’
EL = 2,765.65’
(-)1.8889%(+)1.1357%(+)1.1357%(+)2.5250%
(+)2.5250%(+)0.3028%
K = 16
SKEW = 90 DEGREE
C/L GRADE POINT ELEV. = 2766.83’
WITH END BENT CAPS EXTENDED TO SCOUR LINE
PROP 1@65’ 24-INCH CORED SLAB BRIDGE
C/L STATION 15+54.50 -L-
(+) 8.4000%
BEGIN DETOUR CONSTRUCTION
-DET- PC STA. 10+00.00
-DET- PT STA. 15+41.57
END DETOUR CONSTRUCTION
18" RCP
42" RCP
18" RCP
24" RCP
PROP EXCAVATION
TO ELEV. 2760.5’
60 CY
6/9/2016 = 2759.0’
NWS AND WSEL PROP EXCAVATION
TO ELEV. 2760.5’
350 CY
100 YR WSE = 2766.86’
50 YR WSE = 2766.5’
5 YR WSE = 2764.5’
EST. 25cy
EXCAVATION TO ELEV=2761.5’
NWS=2759.5’
100 YR WSE = 2767.96’
SKEW = 90 DEGREE
C/L GRADE PT ELEV.=2766.58’
PROP 1@63’ BRIDGE
C/L STATION 12+71.50 -DET-
END LEFT DITCH
STA. 17+00 -L- LT
ELEV= 2,764.10’
STA. 16+50 -L- LT
ELEV= 2,759.90’
BEGIN LEFT DITCH
= 25+
= 100
+-
STR. PAY ITEM
STR. PAY ITEM
STR. PAY ITEM
STR. PAY ITEMB-5170 -L- BSR.
QUANTITY INCLUDED ON
EXCAVATION AND RIP RAP
EXCAVATION TO ELEV=2760.5’
ELEV=2761.0’
WORKPAD
TEMPORARY
1.
5
:
1
SHEET _8_ OF _9_
PERMIT DRAWING
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1 15+45 -L-Temporary Workpad < 0.01 29

2 16+40 -L-Bank Stabilization < 0.01 10
2 16+51 -L-42" RCP < 0.01 < 0.01 20 13
2 13+83 -Det-24" RCP < 0.01 41

TOTALS*: < 0.01 0.02 30 83 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2013 10 24 SHEET 9 OF 9

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
MITCHELL COUNTY
B-5170

NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
3/1/2017