20191362 Ver 1_R.133_Permit_Plans_2019-05-28_20191007

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See Sheet IA For Index of Sheets
See Sheet I B For Standard Symbology Sheet
Stanly SC 0"
Rd. SR (1922)
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PROJECT
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DETOUR
VICINITY MAP N.T.S.
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
STANLY COUNTY
LOCATION. BRIDGE #162 OVER HARDY CREEK ON SR 1923 (OLD COTTONVILLE ROAL
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 2001 = 400
ADT 2025 = 800
DHV = N/A
D = N/A
T = 6%
V = 45 MPH
FUNC. CLASSIFICATION:
LOCAL
SUB REGIONAL TIER
PROJECT LENGTH
END PROJECT WBS 17BP.10.R.133
V V V V V
Permit Drawing
Sheet 1 of 6 GRAPHIC SCALE
LENGTH OF ROADWAY PROJECT WBS 17BP.10.R.133 = .075 MILES
LENGTH OF STRUCTURE PROJECT WBS 17BP.IO.R.133 = .014 MILES
TOTAL LENGTH OF PROJECT WBS 17BP.10.R.133 = .089 MILES
NCDOT CONTACT: GARLAND HAYWOOD, PE
Division Bridge Manager
PLANS PREPARED FOR THE NCDOT BY.•
STa�p0 00 W Engineers, Inc.
1 900 West Trade 2" Suite 715
charlotte, NN zszoz
NC License Number F-0991
2018 STANDARD SPECIFICATIONS
NIKKI T. HONEYCUTT, PE
RIGHT OF WAY DATE.
OCTOBER 15, 2018
PROJECT ENGINEER
CLARK E. GROVES
LETTING DATE.
MAY 15, 201 7
PROJECT DESIGNER
J.
8TAT8
STATE PRQIBCT R—R8 NQ
HEE
S N 7
SMAL
HEETS
N.
17BP.10.R.133
I
STATE PRw—
P.A.M-NQ
—RIPITON
17BP.10.R.133
P.E.
NORTH CAROLINA
i
Sti i
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICS
ENGINEER
ap N°Rr
b
P.E. e s
SIGNATURE: � a
ROADWAYDESIGN
A
ENGINEER °F IRw•®e•!a!
P.E.

LEGEND
®DENOTES
IMPACTS IN
SURFACE WATER
®DENOTES
TEMPORARY
IMPACTS IN SURFACE WATER
STREAM PERMIT IMPACT
AREA (AC)
LENGTH (FT)
PERMAMENT
0.01
85
SW IMPACTS
TEMPORARY
0.08
175
SW IMPACTS
$TV Eng1D00TS, Inc.
PROJECT REFERENCE NO.
SHEET NO.
STU100,
q
90Charlotte,0 west Trade St, Suite 11s
178PJORJ33
4
yd, NC 28202
NC License Number F-0991
KW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
N
TEMPORARY
IMPACTS =S3
IN
SURFACE WATER
Q
Z
/
o
175 FT
M
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i
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Q2
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/
COTTAGE VIEWPROPERTIES. LLC
rn
MB4 PG 8
DOCUMENT NOT CONSIDERED FINAL
DB 1219 PG 954
UNLESS ALL SIGNATURES COMPLETED
/
0
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YO
PAMELA A SIMPSON
DB 1049 PG 3o
W
a
SITE 1
OODS
—C — — — — — — — — — — — — — — -----�(`��/,
20' 0' 20'
GRAPHIC SCALE
Permit Drawing
Sheet 4 of 6
-- -- --------
F —
�8„ W
iM.TON
BETTY AN MORTON
BILLY
DB 352 PG 770
SEE
FIGURE
%e SITE 1
IMPERVIOUS DIKE (TYP
FOR PUMP AROUND
OPERATION
V.
3
0
a
C n
\-MODIFIED CONCRETE —L—
FLUME S 1923 1
(OLD COTT NVILLE ROAD
PERMAMENT IMPACTS =S1
IN SURFACE WATER
8 FT i
8 WLy� PERMAMENT IMPACTS _ S2
I IN SURFACE WATER
77 FT
DUE DUE DL
PUMP AROUND OPERATION (TYP.)
in
E
RARY IMPACTS _S4
RFACE WATER
YO I
aU
DUE
O
LUCKY CLAYS ADVENTURES, LLC
DB 1253 PG 360
DB 1592 PG 79
MB 24 PG 181

PARCEL NO.
1
PROPERTY OWNERS
NAMES AND ADDRESSES
NAMES
PAMELA A SIMPSON
2 BETTY ALLEN MORTON
BILLY JOE MORTON
3 COTTAGE VIEW PROPERTIES LLC
4 LUCKY CLAYS ADVENTURES LLC
ADDRESS
32637 BETHLEHEM CHURCH RD
NORWOOD NC 28128
9741 RICHARD SANDY ROAD
OAKBORO NC 28129
8021 KITRIDGE BAY LANE
TEGA CAY, SC 29708
3440 SHARON VIEW ROAD
CHARLOTTE, NC 28210
NCD®T
DIVISION OF HIGHWAYS
ANSON COUNTY
PROJECT: 17BP.10.R.133
BRIDGE #162 OVER
HARDY CREEK ON SR 1923
(OLD COTTONVILLE ROAD)
Permit Drawing
Sheet s of s
SHEET 5 OF 6
5 / 28 / 2019

WETLAND PERMIT IMPACT 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
SW
impacts
PermanentLO08ts
ac
Existing
Channel
Impacts
Permanent
ft
Existing
Channel
Impacts
Temp.
ft
Natural
Stream
Design
ft
1
15+04.81 / 15+77.16
70' CORED SLAB
0.01
85
175
TOTALS:
0.01
j 0.08
85.00
175.00