20200260 Ver 1_BR-0124 Permit Drawings_20200218

Hi'hwOy North Carolina Department of Transportation
StDllYlbvc7tt'; Highway Stormwater Program =
STORMWATER MANAGEMENT PLAN '«-
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 48833.1.1 TIP No.: BR-0124 County(ies): Wilkes Page 1 of 1
General Project Information
WBS Element:
48833.1.1 ITIP Number: BR-0124 Project Type: Bridge Replacement Date: 12/27/2019
NCDOT Contact:
David Stutts
Contractor / Designer:
STV Engineers, Inc. / Shirshant Sharma
Address:
1020 Birch Ridge Drive
Raleigh, NC 27610
Address:
900 West Trade Street, Ste. 715
Charlotte, NC 28202
Phone:
919 707-6442
Phone:
704 816-2556
Email:
[e-mail]
Email:
Shirshant.Sharma stvinc.com
City/Town:
Tra hill, NC
County(ies):
Wilkes
River Basin(s):
Yadkin -Pee Dee
CAMA County?
No
Wetlands within Project Limits?
No
Project Description
Project Length (lin. miles or feet):
0.12 Surrounding Land Use: Agricultural, Rural, Residential, Wooded
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
0.5 ac.
0.4 ac.
Typical Cross Section Description:
Bridge : Two 10' lanes, 5' to the left and right paved shoulders.
Shumate Mountain Road Approach: Two 10' lanes, variable paved shoulders. Middle
Fork Road Approach: Two 10' lanes, variable paved shoulders.
Bridge: Two 12' lanes, 2' to the left and right shoulders.
Shumate Mountain Road Approach: Two 10' lanes, variable shoulders. Middle
Fork Road Approach: Two 10' lanes, variable paved shoulders.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: N/A Year: 2040
Existing: 470 Year: 2016
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The existing 136', 3 span bridge over West Prong Roaring River on SR 1745 (Shumate Mountain Rd) is being replaced with a 3 span bridge with a span arrangement of 1@40'
(21" cored slab), 1 @60' (24" cored slab), and 1@40' (21" cored slab). The bridge will have 1.5:1 sloping abutments. The bridge will have a normal crown slope at 2% with 10'
travel lanes with 5' to the right and 5' to the left shoulders, 27' clear width and 30' OTO width. The existing bridge structure will be removed. Overall drainage patterns will be
maintained. There are roadside ditches that flow towards the begin end of the bridge on both sides of the roadway which will be maintained in the proposed condition. There is a
proposed ditch reconstruction on the right side of Middle Fork Road. On the end side of the bridge, a traffic bearing grated drop inlet with double frame and grates (2GI) is placed
on both sides of the roadway in the shoulder berm gutter to pick up runoff from the bridge. Class -II riprap abutment protection on both banks of the stream is also proposed to
prevent future erosion and stream migration. Deck drains will be required to meet spread criteria but the drains will not discharge directly above water.
Waterbody Information
Surface Water Body 1 : West Prong Roaring River
NCDWR Stream Index No.:
12-46-1-(5)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
Yes
Deck Drains Discharge Over Buffer? N/A
Dissi ater Pads Provided in Buffer? No
Deck Drains Discharge Over Water Body?
No
(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) I

See Sheet 1A For Index of Sheets
See Sheet 18 For Standard Symbology Sheet
— DETOUR VICINITY MAP
z
N.T.S.
STATE OF NORTH CAR®I INA
DIVISION OF HIGHWAYS
WILKES COUNTY
LOCATION: BRIDGE #166 OVER WEST PRONG ROARING RIVER
ON SR 1745 (SHUMATE MOUNTAIN RD)
TYPE OF WORK: GRADING, DRAINAGE, PAVING, & STRUCTURE
SURFACE WATER IMPACTS PERMIT
BEGIN CONSTRUCTION \
�\ \\\ SITE 2
—Y— STA.11 + 80.00
BEGIN TIP PROJECT BR-0124
—L— STA.11 + 45.00 10 O �
11 0 END TIP PROJECT BR—0124
�z
w�
—L— STA.17 + 80.00
END BRIDGE
-L- STA. 15+78.25
s
C
SR 1745 (SHUMATE MOUNTAIN RD.)
i
/ BEGIN BRIDGE 1 aN
—L— STA. 14+35.75 5 SITE 1 H�
THIS PROJECT IS NOT WITHIN ANY
MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD —
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
5 2.5 0 5 10
PROFILE (VERTICAL)
DESIGN
DATA
ADT 2016 =
470
ADT 2040 =
N /A
DHV =
N/A
D =
N/A
T =
N /A
V =
45 MPH
FUNC. CLASSIFICATION:
LOCAL
SUB REGIONAL TIER
STATE 8TAT8 PROJECT REPERENC6 NO.
BR-0124
SPATE PROJ.NO. .APROI. NO.
48833.1.1
48833.2.1
ffiET TOTAL
N0. BREETB
S
�CRIPI'[ON
P.E.
R.O.W/UTILITIES
PERMIT DRAWING DOCUMENT NOT CONSIDERED FINAL
SHEET 1 OF 5 UNLESS ALL SIGNATURES COMPLETED
PROJECT LENGTH
PLANS PREPARED FOR THE NCDOT BY:
STV100 STV Engineers, Inc.
1 V soo West sae is
HYDRAULICS
GINEER
LENGTH OF ROADWAY TIP PROJECT BR-0124 = 0.093 MILES
LENGTH OF STRUCTURE TIP PROJECT BR-0124 = 0.027 MILES
cbnriolce, NC zezaz
NCTrade2 20
NC license Number F-0991
®f HUNyy cr
2018 STANDARD SPECIFICATIONS
TOTAL LENGTH OF TIP PROJECT BR-0124 = 0.120 MILES
RIGHT OF WAY DATE.
1 2/I S12 01 9
NIKKI T. HONEYCUTT, PE
P.E.
ROADWAY
DESIGN
PROJECT ENGINEER
ENGINEER
®p 8R RM8Q
NCDOT CONTACT: DAVID STUTTS, PE
LETTING DATE:
BHUPESH R. JOSHI, EIT
PROJECT DESIGNER
Structures Management Unit
6/I6/2020
P.E.

DETAIL C
SPECIAL CUT DITCH
(Not to Scale)
c Front
a
1
NaNral C, c Ditch
Ground ?') D \oge Slope
d
Min. D-1.5 Ft.
Type of Liner= PSRM Max d=1.5 Ft.
FROM -Y- STA. 11+80 TO STA. 12+00 RT
DECK DRAINS REQUIRED
9� 8" X 6" SLOTS ON 10' CENTERS (LT & RT)
FROM STA. 14 + 44 TO STA. 14 + 64
F� FROM STA. 15 + 44 TO STA. 15 + 64
\\ \ BO0
O� \
PERMANENT IMPACTS
IN SURFACE WATER = S2
SPECIAL CUT DITCH —
O(DETAIL C)
WORTH WINEBARGER AND WIFE,
REBECCA WINEBARGER
DECK DRAINS (TYP.) 8"x6" SLOTS ON
IO' CENTERS (LT & RT) E
00 O O lIr
� O
SPECIAL LATERAL 'V' DITCH — C�
(DETAIL D)
CL-I RIPRAP & GEOTEXTILE
(DETAIL E)
24" RCP -IV
LU
I,
WOODS
REMOVE & REPLACE
F �HUMA= TE
_ OUNTA/N
WOOD
a
DETAIL A
PIPE OUTFALL STABILIZATION
(Not to Scale)
24" RCP —IV NATURAL
EX. 48" CMP GROUND
r
CL-I RIPRAP CL-I RIPRAP
GEOTEXTILE
FROM -Y- STA. 12+32 LT TO STA. 12+80 LT
\\- 00
BEGIN CONSTRUCTION BR -0I24
\ -Y- POT STA. 11+80.00
j O I
Ujl
I
t I
1
CL-I RIPRAP & G
(DETAIL A) ,
TEMPORARY IMPACTS
IN SURFACE WATER =S1
mlo
� X
� z
N
►/
RETAIN 48" CMP
CL-II RIPRAP
EXCAVATION
BEGIN T/P PROJECT BR-0124 CL-II RIPRAP & GEOTEXTILE Q
(DETAIL F)
-L- POT STA. 11 +45.00 STREAMBANK STABILIZATION 3
CL-II RIPRAP & GEOTEXTILE
DECK DRAINS (TYP.) 8"x6" SLOTS ON (DETAIL F)
IO' CENTERS (LT & RT)
PERMANENT IMPACTS /
Permit Drawing IN SURFACE WATER =S1
Sheet 4 Ot 5 GRAPHIC SCALE
�PDE
LU
p � �
DETAIL F
STREAMBANK STABILIZATION
.. ( Ni to Scale)
PROPOSED
PIERS
ABUTMENT
EXCAVATION
DECK DRAIN J
"PRAP PAD
EXISTING PIERS —
(TO BE REMOVED)
2' MIN
of Liner = 115
CL-II Rif
exfilr -
ABUTMENT
EXCAVATIO
DECK DRAIN
RIPRAP PAD
tITE)M
-IRIPRAP
LE
—NWSEL
STREAMBED
DECK DRAINS (TYP.) 8"x6" SLOTS ON
IO' CENTERS (LT & RT)
CL-II RIPRAP & GEOTEXTILE
(DETAIL F)
C
CL-II RIPRAP & GEOTEXTILE
(DETAIL F)
WOODS
0
`, STV Engineers, Inc. PROJECT REFERENCE NO.
STY 100 900 West Trnde St., 5,ute 715 BR-0124
charlotte, NC 28202
NC License Number F-0991 FW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
A
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LEGEND
®DENOTES
TEMPORARY
IMPACTS IN SURFACE WATER
®DENOTES
IMPACTS IN
SURFACE WATER
-L-
P/ Sta //+22J3
P/ Sta 12+93.00
A = /6' 55' 442r (LT)
A = 7' 54 082r (LT)
D = 9' 32' 575'
D = 44628.P
L = 17728'
L = 16550'
T = 8929'
T = 82BW
R = 600,W
R = 1,200A0'
P/ Sta 17+4098
P/ Sto 18+43A7
A = 5'18' 232' (RT)
A = 6'06' 02P (RT)
D = 405' 332'
D = 8' lY 06.4'
L = /21W
L = 7453'
T = 6488'
T = 3730'
R = /,400W
R = 70040'
Pl Sta 11+6298 P/ Sta 13+05.49
A = 67 56 JT (RT)
A = 25 49 /72' (LT)
D = 4404 252r
D = 47 49'20P
L = /54J5'
L = 51BY
T = 8759'
T = 2636'
R = /30w
R = 115.00'
PAS TIID
\�F_ -- F — F
— - -
r' X
X�X.
PASTURE �STIr►r
X \ LU TOE PROTECTION
0- CL-I RIPRAP & GEOTEXTIL
PDE (DETAIL B)
• \'­ CL-B RIPRAP & GEOTEXTILE
29
16
CL-II RIPRAP
-RETAIN 15" CMP
EXCAVATION
DECK DRAINS (TYP.) 8"x6" SLOTS ON
Cl
END TIP PROJECT BR -012
-L- POT STA. 17 +80.00
O
DEBBIE G. STEELMAN

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+36.75 / 15+78.25
1 @ 40'(21" CORED SLAB) 1@60' (24" CORED
SLAB), 1 @40' (21" CORED SLAB) - OAL = 142.5',
IMPACTS FROM TURBIDITY CURTAINS
0.02
5*
1
14+36.75 / 15+78.25
1 @ 40'(21" CORED SLAB) 1@60' (24" CORED
SLAB), 1 @40' (21" CORED SLAB) - OAL = 142.5',
IMPACTS FROM STREAMBANK STABILIZATION
0.01
51
2
14+34.33 / 14+89.02
TRIBUTARY RUNNING THROUGH 48" CMP,
IMPACTS FROM STREAMBANK STABILIZATION AT
OUTFALL
0.02
63
TOTALS:
I
1
0.03
1 0.02
1 114
1 5
*TEMPORARY IMPACTS LENGTH TOTAL = 56' (51' TAKEN INTO ACCOUNT IN PERMANENT STREAMBANK STABILIZATION IMPACTS)
ATN Revised 3/31/05