20190590 Ver 1_G2_C11_Permit Drawings_20180807_20190507

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See Sheet 9-A For Index of Sheets
See Sheet 9-B For Standard Symbology Sheet
l— 4003 /
36821 3455
3682 3430 3454
1107 3430 3433 I
0
r 3472 3670 a 3611
3471 3681 3432
1251 488 3434
V 3426
1106 1007 Fa 3487 1.1. a 3426
/
581 a 3482 3463
BEGIN �
PROJECT — 3 r
3300 i 1 3465 342J4
END 3
3594 PROJECT
1105
GREENSBORO 3595 3634
s '
---- 1105 3636 3
�• DETOUR VICINITY MAP N.T.S.
BEGIN PROJECT 1713P.7.C.11
—L— STA. 12 + 40.00
FO— — — — — — —
3426
(SHERATON PARK RI
TO RANDLEMAN RD_ _
(SR 1007)
O CL STA. 13 + 15 —L—
CL ELEV. = 763.80'
DBS6824 BROWN
2-102" CAPS
W/HEADWALL,
ENDWALL, SILLS
SKEW =120°
CLEARING LIMITS ON THIS PROJECT SHALL BE PERFORMED TO
THE LIMITS ESTABLISHED BY METHOD II.
STATIC OF NORTH CA1I$®II INA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
LOCATION: REPLACE PIPE #40 2221 ON
SR 3426 (SHERATON PARK RD) -
0.6 MI. E. JCT. SR 1007 (RANDLEMAN RD)
TYPE OF WORK: GRADING, PAVING, SHOULDER CONSTRUCTION,
GUARDRAIL, & CULVERT
VETLAND AND SURFACE WATER IMPACTS PERMIT
J
PROP ULVERTS
h '
GATE -L- STA. 13 + 15.00
>
F
F
GREU L-
—
2 @ 102" CAP
W/HW/EW/SILLS / i i }i
GREU-3 /
T —
/
GREtr TLC
�— F
-
,
I
r
to
REMOVE
�l
EX. 2-84"
g�
CMPS
M ,
r �
ZZ
e. f
oq r'
/w
END PROJECT 176P.7.C.11
—L— STA. 14 + 00.00
SS a.
STATB
STATE PROIBCT RBPBRBNCB NO.
81@BT
NO.
TOTAL
SHBBT3
N.�.
17.13P.7.C.11
STATB I.
P.AP2Ol.N0.
D66CRIPTION
PERMIT DRAWING
SHEET 1 OF 4
"GLI
—T FO— — — — — -
-L— SR 3426
(SHERATON PARK RD)
— TO DAVIS MILL RD
(SR 3433)
I
I
bpi I
SITE 1 65% PLANS
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
m Y` INCOMPLETE PLANS
H I / DO NOT USE FOR R/W ACQUISITION
DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED, HORIZONTAL & VERTICAL ALIGNMENT, DOCUMENT NOT CONSIDERED FINAL
VERTICAL STOPPING SIGHT DISTANCE, & SUPERELEVATION UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
��� . Prepared in the office of:
HYDRAULICS ENGINEER
USI USINFRASTRUCTURE
20 10 0 20 40
ADT 2016 = 1700
V = 45 MPH
TOTAL LENGTH WBS PROJECT 17BP.7.C.11 = 0.030 MI
OF CAROLINA, INC.
9140 ARROWPOINT BLVD, SUITE 200
NOR?
�� ®� 0
PLANS
FUNC CLASS =
CHARLOTTE, NORTH CAROLINA 28273
P.E.
MAJOR COLLECTOR
N.C. LICENSE # C-1950
SIGNATURE:
20 10 0 20 40
2018 STANDARD SPECIFICATIONS
SANDRA P. HAYES, PE
ROADWAY DESIGN
ENGINEER
RIGHT OF WAY DATE.
PROFILE (HORIZONTAL)
PROJECT ENGINEER
®P YR&",A��
4 2 0 4 8
KEITH A. SCHELL, El
PE
srcNAruRE:
LETTING DATE:
PROFILE (VERTICAL)
PROJECT DESIGN ENGINEER

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ro
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN PROJECT 17BP.7.C.11 Tz" CHL 3 SBW
N
-L- STA. 12 40.00 '
SN PARK Q o5
IVERST ORS, LLC DB 589 a N
DB 5895 PG 1661 /
EXISTING Riw '^ � GATE
18RCP
— F ,-- RCP
— — — — — —T FO— — — — — — _ /---
2 @ 102" CAP /.
w/HW/EWiSILLS
�y 6.
-- ey
SS 8' DIP
F
F ER OP — T FO — — — — —
I
SR 426 (E. SHERATON PARK ROAD) 22' ST
— — — — — T --- — —
F--- / / / / GRAV
EXISTING R/W
to REMOVEol
;
TO RANDLEMAN RD STA. -L- &� T EX.2-84" �%
N 4 END PROJECT 17BP.7.C.11
(` 1007) JUSTINOBRowN CL ELEV. = 763.80' CMPs %
-L- STA. 14 + 00.00
DB 6824 PG 552 2-102 CAPS
N
W/HEADWALL,
ENDWALL, SILLS
SKEW=1200
m
49
o
BM41 EL = 764.69'
NAIL SET 18" POPLAR TREE
4 0' 0' 401
m
GRAPHIC SCALE
\
a
,
z Z
PROJECT REFERENCE IN
SHEET NO.
178F.7.C.11
4
RW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PRELIMINARY
PLANS
DO NOT USE F01
L CONSTRUCTION
INCOMPLE
E PLANS
DO NOT USE FOR
/W ACOUISMON
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 2 OF 4 ICj�
29102" CAP w/HW/EW
INLET/OUTLET STREAM X—SECTION
NOT TO SCALE
A
CLASS II CLASS II
RIP RAP RIP RAP2'
LMIN
1' SILLS
(IN LEPO UTLET)
CLASS II' CLASS II RIP RAP
RIP RAP (a7 1.5:1 OR FLATTER
TO TOP OF BANK.
CLASS II
EST. 120 TONS CLASS II RIP RAP RIP RAP
EST. 120 SY GEOTEXTILE
LEGEND
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE
WATER
INSTALL PIPE(S) IN JURISDICTIONAL AREAS WITHOUT IMPACTING STREAM UNTIL
AREA STABILIZED AND ACCORDING TO NCDOT BEST MANAGEMENT
PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
772
764
760
752
748
1 12 13 14 15 13 14 1

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)
S1
12+71 - 13+60 LT/RT
BANK STABILIZATION
<0.01
38
S1
12+71 - 13+60 LT/RT
IMPERVIOUS DIKE
0.04
48
S1
12+71 - 13+60 LT/RT
D I SS I PATOR PAD
0.01
11
TOTALS:
0.01
0.04
49
48
ATN Revised 3/31 /05