20190331 Ver 2_R.76_Permit_Plans_2019-03-01_20221017

See Sheet 1A For Index of Sheets
See Sheet 18 For Standard Symbology Sheet
60
F cP�n eeB a
END
ROJEC
/ Dea Creek E
60
Q
0
°� £N BEGIN
(� PROJECT
0
E. Ridge Rd
SR /
ca
60
VICINITY MAP
N.T.S.
STATIC OF NORTIF[ CAROLINA
DIVISION OF HIGHWAYS
ROWAN COUNTY
LOCATION: BRIDGE #81 OVER DEALS CREEK
ON SR 1926 (HANNAH FERRY ROAD)
TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE
STREAM fH WETLAND IMPACTS
BEGIN PROJECT WBS 17BP.9.R.76 END PROJECT WBS 17BP.9.R.76
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD H
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 2000 =
150
ADT 2025 =
223
DHV =
N/A
D =
N/A
T =
7%
V =
35 MPH
FUNC. CLASSIFICATION:
LOCAL
PROJECT LENGTH
LENGTH OF ROADWAY PROJECT WBS 17BPAR.76 = .132 MILE
LENGTH OF STRUCTURE PROJECT WBS 17BP.9.R.76 = .013 MILE
TOTAL LENGTH OF PROJECT WBS 17BP.9.R.76 = .146 MILE
NCDOT CONTACT: MATTHEW JONES, PE
Division Bridge Manager
80, 0' 80,
GRAPHIC SCALE
Permit Drawing
Sheet 1 of 6
PLANS PREPARED FOR THE NCDOT BY:
S1 V 100 STV Engineers, Inc.
1 V 900 West Trade 20 Suite 715
NC ri License
NC mber
NC License Number F-0991
2018 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
NIKKI T. HONEYCUTT, PE
NOVEMBER 5, 2018
PROJECT ENGINEER
LETTING DATE:
NARONG PHIAL, El
JULY 24, 2019
PROJECT DESIGNER
'AT8
STATE PROABCT R8P8R8NC8 N0.
E,NO-
.C.
17BP.9.R.76
I
STATE
PROl.N0. I P.A.PROI.NQ
DESCRIPTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R6W ACQUISITION
P.E.
SIGNATURE. -
ROADWAY
DESIGN
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R> W ACQUISITION
P.E.
SIGNATURE:
e
E��r Gp YRNMgeee4!

LEGEND
®
DENOTES FILL IN
WETLAND
DENOTES EXCAVATION
N WETLAND
DENOTES HAND
CLEARING
TEMPORARY
®DENOTES
IMPACTS IN SURFACE WATER
STREAM & WETLANDS IMPACT
AREA (AC)
LENGTH (FT)
PERMANENT
0,43
FILL IN WETLANDS
EXCAVATION
0 03
IN WETLANDS
FHANDLEARING ANDSRY0.08
126
CTS
/ I
/• SITE 1 I
WET AREA / I
O
CITY OF SALISBURY
DB 651PG 86
/IS TEMPORARY IMPACTS =Sl /
^\\ IN SURFACE WATER
SSte.•'./ \• 126 FT
Z:=
'"- \ ...... EXISTING R/W EXISTING R/W \�S
WOODS �A�� ❑ WOOD7Sj
n �.rt U3 ::n::n' :n .r'lF : r� .. �
— — — _ _ _ _ _ _ _ _p_ _ _ _ _ _ _ _ _ _ _ _ _ _P— _ _ _ _ _ _ — _P_
PERMANENT FILL =W) —�
IN WETLAND BST DECK DRAINS jrYP.)
0.23 AC B" X 4"
W-- w W
_ I
R
O
TERRY GORMON FRIES
SHELIA CAIN FRIES
DB 92-E PG 467
4 0' 0' 40,
GRAPHIC SCALE
Permit Drawing
Sheet 4 of 6
i
1
/ I
/ O I
YADKIN, INC. r
/DB 876 PG 128 CO
(ACCORDING TO PB 9995, PG 2116) I
WOODS
STV STV Engineers, Inc.
1 P'oo CharlWest Tr."NC St. Suite 715
tte,202
NC License Number F-0991
SHEET NO.
" SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL I
UNLESS ALL SIGNATURES COMPLETED
O
CITY OF SAUSBURY
DB 651PG 86
EXISTING R/W
- - WLB.-
— ■
— — — — _ —P_ — _ _ _ _ _ _ _ _ — — _ _ —P— —1
DECK DRAINS (TYP.)
8" X 4"
GR
HANNAH FERRY RD.(SR 1926)
PERMANENT FILL —W7
IN WETLAND
0.20 AC
E E E O Z
a
CAROLINA SAND, INC.
DB 1042 PG 830 X
y �
HAND CLEARING=W3
IN WETLAND / ,F HAND CLEARING _ W3 HAND CLEARING —W3
0.09 AC �� / IN WETLAND IN WETLAND
VQ 0.07 AC 0.02 AC
5
4� / O
/ - YADKIN, INC.
DB 876 PG 128
h (ACCORDING TO PB 9995, PG 2116)
/ >5
I
� 1

PARCEL NO.
701
3
4
PROPERTY OWNERS
NAMES AND ADDRESSES
NAMES
TERRY GORMON ]FRIES
SHELIA CAIN FRIES
YADKIN INC
CAROLINA SAND INC
V
285 HANNAH FERRY
ROAD SALISBURY, NC 28144
2086 CRAIG MOUNTAIN
ROAD LENIOR, NC 28645
NCD®T
DIVISION OF HIGHWAYS
ROWAN COUNTY
PROJECT: 17BP.9.R.76
BRIDGE V 81 OVER
DEALS CREEK ON
SR 1926 (HANNAH FERRY RD)
Permit Drawing
Sheet 5 of 6
SHEET 5 OF 6 3 / 1 / 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
Permanent
SW
impacts
ac
Temp.
SW
impacts
ac
Existing
Channel
Impacts
Permanent
ft
Existing
Channel
Impacts
Temp.
ft
Natural
Stream
Design
ft
1
14+98.34 / 15+55.66
55' CORED SLAB BRIDGE
0.43
0.03
0.18
0.08
126
TOTALS:
0.43
0.03
0.18
0.08
126.00