20190786 Ver 1_R.157_Permit_Plans_2019-06-12_20190614

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See Sheet 1A For Index of Sheets
See Sheet 1 B For Standard Symbology Sheet
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PROJECT
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PROJECT�
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VICINITY MAP
•--�• DETOUR
N.T.S.
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
STANLY COUNTY
LOCATION. BRIDGE #167 OVER TOWN CREEK ON SR 1421 (BETHANY ROAD)
TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE
SURFACE WATER IMPACTS PERMIT
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
4 2 0 4 8
PROFILE (VERTICAL)
DESIGN DATA
ADT 2011 =
2400
ADT 2025 =
4800
DHV =
N/A
D =
N/A
T =
7%
V =
45 MPH
FUNC. CLASSIFICATION:
SUB REGIONAL
PROJECT LENGTH
Permit Drawing
Sheet 1 of 7
LENGTH OF ROADWAY PROJECT WBS 17BP.10.R.157 = .058 MILES
LENGTH OF STRUCTURE PROJECT WBS 17BP.10.R.157 = .014 MILES
TOTAL LENGTH OF PROJECT WBS 17BP.10.R.157 = .072 MILES
NCDOT CONTACT: GARLAND HAYWOOD, PE
Division Bridge Manager
—.
ISTATE PRQIBCT R—R8 N
VINO.
.C.
17BP.10.R.157
I
STATE PRw—
P.AM-NQ
—RIPITON
17BP.10.R.157
P.E.
END PROJECT WBS 17BP.10.R.133
80' 0' 80'
GRAPHIC SCALE
PLANS PREPARED FOR THE NCDOT BY.•
S�� T 100 STV Engineers, Inc.
V 900 West Trade 20 Suite 715
Charlotte, NC
NC License NumberF-0991
2018 STANDARD SPECIFICATIONS
NIKKI T. HONEYCUTT, PE
RIGHT OF WAY DATE.
NOVEMBER 20, 2018
PROJECT ENGINEER
CLARK E. GROVES
LETTING DATE.
J U N E 19, 2 01 9
PROJECT DESIGNER
HYDRAULICS
ENGINEER
DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
P.E.
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SHEET NO.
LEGEND
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
STREAM PERMIT IMPACT
AREA (AC)
LENGTH (FT)
TEMPORARY
0.06
130
SW IMPACTS
SEE
FIGURE
SITE 1
TEMPORARY IMPACTS
IN SURFACE WATER =S2
25 LF
o 1
SHELLY DEWAYNE EFIRD
DB 1571 PG 629
a
o`
rlP
WOODS DUE E DUE UE
30
_ a a
X X X c -
_W- Gv
-w- -
- -W -
SR 1421
(BETHANY ROAD)
8'
MED R/W `
Q> // /
p // PUE -41
---- // DECK DRAINS (TYP.) 8" X 4" a
4' CENTER FROM STA. 16+86 p
TC) STA 16 + 94 LT & RT o
POND
0
PHILLIP R THOMAS
DB 1573 PG 588
4 0' 0' 40,
GRAPHIC SCALE
Permit Drawing
Sheet 2 of 7
NA
rN
EN
IMPERVIOUS DIKE (TYP.)
FOR PUMP AROUND
OPERATION
STV Engineers, Inc.
STU 10IU 900 West Trade St,, Suite 715
p�jyd, Charlotte, NC 28202
NC License Number F-0991
NSRS 2p11
>/3
3
LOLA AABBURRIS
DB 232 PG 249
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL I
UNLESS ALL SIGNATURES COMPLETED
PUMP AROUND OPERATION (TYP.) I O
3
—DUE—DUE—DUE-1
0
CULTIV,
ASSUMED R/W
_ — - -W- - - Ow- - —
Gv E _ -W- -
o DECK DRAINS (TYP.) 8" X 4"
FROM STA. 17+34 LT & RT
TEMPORARY IMPACTS
IN SURFACE WATER =S1
105 LF
SITE 1
ROGER LEE KIMREY
BRENDA SUE KIMREY
GINGER KIMREY HATLEY
USA KIMREY MORGAN
DB 1561 PG 945
CULTIVATED
I

LEGEND
®DENOTES
TEMPORARY
IMPACTS IN SURFACE WATER
STREAM PERMIT IMPACT
AREA (AC)
LENGTH (FT)
TEMPORARY
SW IMPACTS
0.06
130
01
TEMPORARY IMPACTS
IN SURFACE WATER =S2 \
25 LF
co
FIG
SITE 1
a
ISHELLY
/
DEWAYNE EFlRD
DB 1571 PG 629
GV
w ----
SR 14121
\ (BETHANY ROAD)
DECK DRAINS (TYP.) 8" X 4"
4' CENTER FROM STA. 16+86
TO STA. 16+94 LT & RT
m
7 POND �
a
E
7 a
�
s PHILUP RO
THOMAS 4g0
CYNIE THOMAS 15
DB 1573 PG 588
IL
4 0' 0' 40,
O
GRAPHIC SCALE
Permit Drawing
Sheet 3 of 7
NA
FBI/
/i
IMPERVIOUS DIKE (TYP.)
car/ FOR PUMP AROUND
OPERATION
Q O Lb
v
PUMP AROUND OPERATION (TYP.)
UE DUE—DUE—DUE-1
Jim
uJ
0
I
0
a
TEMPORARY IMPACTS
IN SURFACE WATER =S1
105 LF
STV Engineers, Inc.
STU1QQ 900 West Trade St, Suite 715
p�jyd, Charlotte, NC 28202
NC License Number F-0991
PROJECT REFERENCE NO.
SHEET N0.
/7BPJ0.RJ57
3
RW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
N�3 NSRS 2011
D
3
LOLA A BURRIS
DB 232 PG 249
�pU
� pUE
DECK DRAINS (TYP.) 8" X 4"
FROM STA. 17+34 LT & RT
SITE 1
0
ROGER LEE KIMREY
BRENDA SUE KIMREY
GINGER KIMREY HATLEY
USA KIMREY MORGAN
DB 1561 PG 945
DOCUMENT NOT CONSIDERED FINAL I
UNLESS ALL SIGNATURES COMPLETED
'W
N
W CULTNATED
�v

a' LEGEND
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
STREAM PERMIT IMPACT
AREA (AC)
LENGTH (FT)
TEMPORARY
0.06
130
SW IMPACTS
10
DUE DUE�DUE DI
24" W
8 WL�
0
DECK DRAINS (TYP.) 8" X 4"
4' CENTER FROM STA. 16+86
TO STA. 16+94 LT & RT
—r�---- ° —-------_----
W
F
pUF ASSUMED R/W
pVE
� pUf
in
d
u
E
a
Q2
PHIWP R THOMAS
CYNTHIA E THOMAS
DB 1573 PG 588
F
a
i
0
0
m /
E
F
6
20' 0' 20'
E
GRAPHIC SCALE
Permit Drawing
Sheet 5 of 7
a,-
—L—
SR 1421
(BETHANY ROAD)
STV Engineers, Inc. PROJECT REFERENCE NO. SHEET NO.
ST`% 100 900'N" Trade ' s ie 715 17BPJORJ57 5
e cnad�ur., be TaTOT
SEEENGINEER ne License number F-0991 RW SHEET NO.
TEMPORARY IMPACTS
FIGURE N�3
NSRS �L�,l ROADDRENGINEER
SIGN S
IN SURFACE WATER =S2 www
SITE 1 25 LF
IMPERVIOUS DIKE (TYP.)
= FOR PUMP AROUND
OPERATION
I / DOCUMENT NOT CONSIDERED FINAL
PUMP AROUND OPERATION (TYP.) UNLESS ALL SIGNATURES COMPLETED
SHELLY DEWAYNE EFlRD 0
DB 1571 PG 629 DB LOLA
A BPG 249
URRIS
DUE DUE —DUE —DUE —DUE —DUE —DI
o i o 0
7��►GV
,
:ice - �► _ ,. ��®��i�■�■�i�i1 -'GV
t
< —
-------------------
C
POE
J C DECK DRAINS (TYP.) 8" X 4" FROM STA. STA.17+34 LT & RT
R Ilk— PUE —
PUE
PUE PU PUE PUE —V Q�PUE
C d
� J C w m
®�® a Ly—O
C
� O
o ROGER LEE KIMREY
BRENDA SUE KIMREY
DE E PDE PDEGINGER KIMREY HATLEY
USA KIMREY MORGAN
DB 1561 PG 945
TEMPORARY IMPACTS
IN 105 SURFACE WATER =S1 SITE 1
r

PROPERTY OWNERS
NAMES AND ADDRESSES
PARCEL NO. NAMES
V
1 SHELLY DEWAYNE EFIRD 32726 AUSTIN ROAD
NEW LONDON, NC 28127
2 PHILLIP R THOMAS
CYNTHIA E THOMAS
3 LOLA A BURRIS
4 ROGER LEE KIMREY
BRENDA SUE KIMREY
GINGER KIMREY HATELY
LISA KIMREY MORGAN
34152 BETHANY ROAD
ALBEMARLE, NC 28001
34815 LOWDER ROAD
NEW LONDON, NC 28129
803 BETHANY ROAD
ALBEMARLE, NC 28001
NCD®T
DIVISION OF HIGHWAYS
STANLY COUNTY
PROJECT: 17BP.10.R.157
BRIDGE #167 OVER
TOWN CREEK ON SR 1421
(BETHANY ROAD)
Permit Drawing
Sheet s of 7
SHEET 6 OF 7
6 / 12 / 2019

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fillln
Wetlands
ac
Temp.
Fillln
Wetlands
ac
Excavation
in
Wetlands
ac
Mechanized
Clearing
in Wetlands
ac
Hand
Clearing
in
Wetlands
ac
PermanentLTemp.Channel
SW
impacts
ac
Existing
Impacts
Permanent
ft
Existing
Channel
Impacts
Temp.
ft
Natural
Stream
Design
ft
1
16+77.88 / 17+50.13
70'CORED SLAB
130
TOTALS:
0.06
130.00