20201585 Ver 1_17BP.12.R.78 Permit Drawings Revised 10_19_2023_20231024

Highway.
North Carolina Department of Transportation
Highway Stormwater Program
Ell
STORMWATER MANAGEMENT PLAN
(Version 3.00; Released August 2021)
FOR NCDOT PROJECTS
WBS Element: 17BP.12.R.78
TIP/Prof No: N/A County(ies): Iredell Page 1 of 2
General Project Information
WBS Element:
1713P.12.R.78 ITIP Number: IN/A Project Type: 113ridgeReplacement Date: 10/ 99/2023
NCDOT Contact:
Jeff Wyatt
Contractor 1 Designer:
Kimley Horn
Address:
Highway Division 12
Address:
421 Fayetteville St
1710 E Marion St
Suite #600
Shelby, NC 28151
Raleigh, NC, 27601
Phone:[phone]
Phone:
[phone]
Email:
attncdot. ov
Email:
dan.robinson kimle -horn.com
C ity/Town:
Statesville
Cou nty(ies):
I redell
River Basin(s):
Yadkin -Pee Dee
CAMACounty?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.092 miles Surrounding Land Use: Low -density residential, agricultural, future development anticipated
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
0.3 lac.
0.2 Jac.
Typical Cross Section Description:
Arrangement: 1@35', 1@55', 1@35', 21" Cored Slab, 4' End Bend Caps and 90 skew,
Asphalt overlay on timber deck I -beams
Spans: 3
Arrangement: 1@34'3", 1@35', 1@35'3", 90 skew, 2:1 sloped abutments
Bridge Length: 125'
Spans: 3
Bridge Roadway Width: 29'4" face to face
Bridge Length: 105'
Annual Avg Daily Traffic (veh/hrlday):
Design/Future: 1500 VPD I Year: 2040
Existing: 1 1000 VPD Year: 1 2019
General Project Narrative:
The bridge replacement on Wood Bridge Rd conveys Third Creek from West to East and ultimately drains into the South Yadkin River.
(Description of Minimization of Water
The existing bridge, overall length OAL = 105' and width = 24', will be replaced with a bridge with OAL = 125' and width = 29'4". The new bridge is longer than the existing bridge
Quality Impacts)
to accommodate the spatial differrence between the previous bridge location to the new location.
Runoff from the crested bridge is captured at the sag on the northern side of the bridge in two shoulder berm and gutters that lead to two TB GI's on either side of the road. The
15" pipe system outfall with rip rap protection into the proposed ditch on the upstream side of the proposed bridge.

Highway
(Version 3.00; Released August 2021)
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
°t
?�e
WBS Element: 17BP.12.R.78 TIP/Pro' No.: N/A
Count ies : Iredell
Page 2 of 2
General Project Information
Waterbody Information
Surface Water Body 1 :
Third Creek
NCDWR Stream Index No.:
12-108-20-4
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?
iYes
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
INo
(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)

T
G
LU
J
See Sheet 1A For Index of Sheets
See Sheet 1 B For Conventional Symbols
See Sheet 1C- 1 for Survey Control Sheet
T gyCo � A
64 & �ICLF"Ic
S
J yFRF RM LOOP J
� p.0
THIRD S �O
CREEK
PRO
74
O TI N
CANNON C�
o AD
IS�Np >
0 0
0
o w o
u 0
- z y
40
GILBERT ROAD L m
LU
ICKORY H Y
VICINITY MAP
OFF SITE DETOUR ROUTE
WETLAND AND SURFACE WATER
PERMIT PACKAGE
OCTOBER 19, 2023
PERMIT DRAWING
SHEET 1 OF 6
*DESIGN EXCEPTION REQUIRED FOR MAXIMUM VERTICAL GRADE,
SAG CURVE K VALUE AND VERTICAL STOPPING SIGHT DISTANCE
STATE OF NORTHTII� �C�IL�TIAROLINA
IREDELL COUNTY
LOCATION: BRIDGE NO.254 OVER THIRD CREEK ON SR 1512
(WOOD BRIDGE ROAD)
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
Q
Ln
N
TO CANNON RD
a
BEGIN PROJECT 17BP.12.R.78 I I
-L- Sta. 11+95.00
I
-L-
SR 1512 BRIDGE
(WOOD BRIDGE ROAD) NO.254 0
BEGIN BRIDGE
-L- Sta. 13 + 08.75
SITE 2
END PROJECT 17BP.12.R.78
-L- Sta. 16 + 80.00
END BRIDGE
-L- Sta. 14+36.25
SITE I
MA
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
RTA'R
8PA98 PR.- RRPRRRNCR NO.
S-o T
N.C.
17BP.12.R.78
I
BPATR PRd.N4
P.A R{d.N4
RRSCFIPTION
17BP.12.R.78
P. E.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Ell
T\ 64
NC GRID
NAD 8,3 NA 2011
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
GRAPHIC SCALES -Is
po DESIGN DATA
PROJECT LENGTH
Kim�'Morn
HYDRAULICS ENGINEER
ADT 2019 = 1000 VPD
PLANS PREPARED FOR yle
THE NCDOT BY:
30 15 0 30 60
ADT 2040 = 1500 VPD
LENGTH ROADWAY PROJECT 17BP.12.R.78 = 0.068 MILES
o@ �oerq
D
2018 STANDARD SPECIFICATIONS
PLANS
V = 60 MPH
LENGTH STRUCTURE PROJECT 17BP.12.R.78 = 0.024 MILES
LARRY D. ROBINSON, A.E.
P.E.
PROJECT ENGINEER
TYLER G. SPRING, P.E.
SIGNATURE.-
30 15 0 30 60
TOTAL LENGTH PROJECT 17BP.12.R.78 = 0.092 MILES
RIGHT' OF WAY DATE:
TBD
A o� 'ec qe
TOO,
ROADWAY DESIGN ENGINEER
PROFILE (HORIZONTAL)
PROJECT DESIGN ENGINEER
6 3 0 6 12
FUNC CLASS=
RURAL LOCAL
SUBREGIONAL TIER
LETTING DATE:
AUGUST 27,2024
JOSH
NCDOITICONTP Es.
TACT
PROFILE (VERTICAL)
I&SIGNATURE:
P.E.

GREU
TL-3 TYPE Y-10'
F N -L-
N 556'46.9"W l3 2 GREU jPE
TL-3
BEGIN APPROACH SLAB
-L- Stal2t97.98
BEGIN BRIDGE
GREU
TL-3
u+ 8:1
GREU
TL-3
PS - PAVED SHOULDER
SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP
-L-
PI Sto /5+95.75 PI Sta 17+27J5
Z = 8' 34' 403' (RT) � = 8 43' 223' (RT)
D = 4' 18' 28.6' D = 13' 38' 30.7'
L = 199J2' L = 63.94'
T = 9974' T = 32A3'
R = 1,330A(Y R = 420.00'
SE = 0.06 SE = N/A
PS
RO = 150' RO = N/A
DS = 60 MPH
BEGIN PROJECT 17BP.12.R.78
-L- POT Sto.10+00.00
BEGIN CONSTRUCTION
�EdBANKMENT 6ROTECTI¢ %;
-L- POT Sta. 11+95.00
W/CLASS II RIPRAP
'
O EST, TONS
OLA M. LEWIS
CLASS II RIP RAP
0b EST, 12 SY GFD
SEE, DETAIL 5/5HEET 2D,'I
REGINALD R. HOLLEY
TO SHOULDER'
DB 1675 PG 2077
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'tiTT�PIJE
PUE PU�
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sRRR1DfrE��7D
'(WOOD,
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0 TAGS
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-6=�54' P,'B,L 7'1
OLA M. LEWIS ARMOR WITH CL-II RAP RAP
REGINALD R. HOLLEY BENEATH PROPOSED BRIDGE
EST 95 TONS CL-II
Dfi 1675 PG 2077 EST 185 SY GFD
BM -I APPROX. EXCAVATION
I
ELEV = 890.69 WOODS EL - 855.0' (TYP)
N 752417 E 1414529
L.
-L- STATION 10+13.27 -
PR
IMPROVEMENTS
15.39' RIGHT E T',35 TONSNNEL
L-11
COTTON SPINDLE IN EST 48 SY GFD
ROOT 36" BEECH SEE DETAIL 7/SHEET 2D-1
SITE 1
SURFACE WATER IMPACTS
SITE
O
4RD
DOHIIIT M.UOARD
D6 2199 PG 1097
p
O
r
STANDARD LATERAL DITCH
W/CLASS 'B'RIPRAP
EST 8 TONS
ryo
�
EST 15 SY GFD
SEE DETAIL 4/SHEET 2D-1
ry.
CLASS II RIP RAP
SHOULDER
�TO
CLASS '�' RIPRAP
rr
i
EST 2 TONS
r EST 7 SY GFD
T/i
Kimley >)Horn
©1-
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
2 NAD 83T1dTi„l,
c 7
ati m YDE
_z M JEANNE HYDE
DB 2908 PG 2166
PB 52 PG 106
LATERAL 'V' DITCH
W/CLASS 'BRIPRAP
EST 28 TONS
EST 60 SY GFD
SEE DETAIL 3/SHEET 2D-1
PROJECT REFERENCE NO.
SHEET NO.
17BP.12.R.78
R,W SHEET NO.
ROADWAY
HYDRAULICS
ENGINEER
ENGINEER
PRELIMINA
RY
FLANS
DO NOT USE FO
CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 4 OF 6
2
N
SPECIAL LATERAL 'V' DITCH END PROJECT 17BP.12.R.78
W; CLASS 'B' RIPRAP
EST 12 TONS END CONSTRUCTION
EST 25 SY GFD -L- POC Sta. 16+80.00
SEE GElAIL 1SHEET 2D-1
O .
WOOD$
E
m
SPECIAL]LATERAL 'V' DITCH
SkE DETAU,2/SHEET 21371
i DUE
DUE
'
RO(.}X
ROCK,
UNKNO ' 4 COL}.INMN COLUMN
E
50%
-'
_ _ _ _ 15" CSP
F NEA
J _ - ' MTL
_
4
WOODS
A
EA = 63. __ _____
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6APY
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PUE
& MSi�P F `W'-_ -_
P
PUE
i�*_TI;
Psm 1
PGY123
53iE_
°j 'TOE OTE ON/'
' ESQ 3 ,T� O S / / '
ES`T 5 SY GFD / o
WOODS
SEE DETAIL 6/SHEET'2D-1 ,
o
SHOULDER BERM
GUTTER
STA. 14+47 TO
',TA. 14+57 -L- (LT
& RT) SPECIAL LATERAL 'V' DITCH
W/CLASS 'B'RIPRAP
EST 48 TONS
EST 105 SY GFD
SEE DETAIL l/SHEET 2D-1
B-254 GPS BL-2
ARMOR WITH CL-11 RAP RAP
BENEATH PROPOSED BRIDGE
EST 82 TONS CL-11
EST 155 SY GFD
CHANNEL IMPROVEMENTS
EST 48 TONS CL-11
EST 62 SY GFD
SEE DETAIL 7/SHEET 2D-1
O
JONATHAN J. BOBBITT
AMANDA F. BOBBITT
DB 2572 PG 407
PB 53 PG 123
-L- PCC Sta 16+95J2
wCOOS
GRASS
v �
JOHN RUNSKI
ELAINE RUNSKI
DB 1986 PG 846
PB 52 PG 106
UNKNOWN V q
OWNER by
NO TAGS �
5
�GBL-3
%-254
TEMPORARY SURFACE WATER IMPACTS
A^
by
-L- PCC Sta. 17+59D6
SEE SHEET 5 FOR -L- PROFILE
SEE SHEETS S-1THRU S-X FOR STRUCTURE PLANS

WETLAND AND SURFACE WATER IMPACTS SUMMARY
WETLAND IMPACTS URFA E 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
13+64 TO 13+82
125' BRIDGE
0.08
40
2
14+02 TO 14+12
EMBANKMENT PROTECTION
< 0.01
< 0.01
8
15
TOTALS*:
0.08
< 0.01
48
15
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb