20200234 Ver 1_BR-0114_Permit Drawings (1)_20200212

Highway North Carolina Department of Transportation
Stormwater
�,,«„ Highway Stormwater Program
STORMWATER MANAGEMENT PLAN F"'°^'5A
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 67114.1.1 TIP No.: BR-0114 County(ies): Iredell Page 1 of 1
General Project Information
WBS Element:
67114.1.1
ITIP Number: BR-0114
Project Type: Bridge Replacement
Date: 12/5/2019
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:
[phone]
Phone:
[phone]
Email:
[e-mail]
Email:
[e-mail]
City/Town:
Love Valley, NC
County(ies):
Iredell
River Basin(s):
Yadkin -Pee Dee
CAMA County?
No
Wetlands within Project Limits?
No
Project Description
Project Length (lin. miles or feet):
0.14
Surrounding Land Use:
Agricultural, Rural Residential
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
0.4 ac.
0.4 ac.
Typical Cross Section Description:
Bridge : Two 10' lanes, 5' to the right and 5' to the left paved shoulders
Approach: Two 10' lanes, variable paved shoulders
Bridge: Two 11' lanes, V to the left and right shoulders
Approach: Two 10' lanes, variable shoulders
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 960 Year: 2040
Existing: 430 Year: 2014
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The existing 89', 3 span bridge over Rocky Creek on SR 1601 is being replaced with a 1 span bridge with a span arrangement of 1 @ 100' (39" box beam). The bridge will have
1.5:1 sloping abutments. The bridge will be superelevated 4% to the left with 10' travel lanes with 3'-11" to the right and 3'-11" to the left shoulders, and 30' OTO width. The
existing bridge structure will be removed. Overall drainage patterns will be maintained. On the begin bridge side, the roadside drainage patterns will be maintained. Two TB 2GIs
will collect water from the pavement and convey it to the stream through a Riprap lined Standard V Ditch. On the end bridge side A special lateral V ditch with riprap is provided
where the capacity was not sufficient and the flow from that ditch dissipates into the floodplain. Class -II riprap abutment protection on both banks of the stream is also proposed
to prevent future erosion and stream migration. Deck drains will not required to meet spread criteria on this bridge. Impervious dikes will be used to prevent sediment from
entering the stream and will be dewatered as needed.
Waterbody Information
Surface Water Body (1):
Rocky Creek
NCDWR Stream Index No.:
12-108-11
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
Dissipater Pads Provided in Buffer?
N/A
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)

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See Sheet 1A For Index of Sheets
See Sheet 1B For Standard Symbology Sheet
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LINNE LL RD.
(SR �
BEGIN PROJECT
1 BRgNTON
O END PROJECT
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VICINITY MAP
�--�� DETOUR
N.T.S.
BEGIN TIP PROJECT BR-01
—L— STA.11 + 80.00
DESIGN EXCEPTION REQUIRED FOR K VALUE & NIGHTTIME VERTICAL SSD.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD III.
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN DATA
ADT 2016 = 430
ADT 2040 = 960
DHV = N/A
D = N/A
T = N /A
V = 55 MPH
FUNC. CLASSIFICATION:
LOCAL
SUB -REGIONAL TIER
S°1[[°A'1[[']E OF NialR°1["H CARiaLIINA
DIVISION OF HIGHWAYS
IREDELL CO UNTY
LOCATION: BRIDGE #165 OVER ROCKY CREEK
ON SR 1601 (BRANTON RD)
TYPE OF WORK: GRADING, DRAINAGE, PAVING, & STRUCTURE
SURFACE WATER IMPACTS PERMIT
SR 1601 (BRANTON RD.)
END CONSTRUCTION
—L— STA.19 + 30.00
BEGIN BRIDGE
-L- STA. 15+56END BRIDGE
�c -L- STA. 16+59.16 i
W
V
PROJECT LENGTH
LENGTH OF ROADWAY TIP PROJECT BR-0114 = 0.121 MILES
LENGTH OF STRUCTURE TIP PROJECT BR-0114 = 0.019 MILES
TOTAL LENGTH OF TIP PROJECT BR-0114 = 0.140 MILES
NCDOT CONTACT: DAVID STUTTS, PE
Structures Management Unit
I SITE 1 1
STATE STATE PROJECT REEERENCE NO.
�-C- BR-0114
48823.1.1 2020001
48823.2.1 2020001
END TIP PROJECT BR-0114
—L— STA.19 + 20.00
PLANS PREPARED FOR THE NCDOT BY:
ST` T 100 STV Engineers, Inc.
V 900 West Trade St, Suite 715
PccY2 ChaIlIIte, NC 28202
NC License Number F-0991
2018 STANDARD SPECIFICATIONS
SHANE SHARPE, PE
RIGHT OF WAY DATE:
NOVEMBER 27, 2019
PROJECT ENGINEER
BHUPESH R. JOSHI, EIT
LETTING DATE:
APRIL 21, 2020
PROJECT DESIGNER
xo. sAL
HEI T
P.E.
R.O.W/UTILITIES
Perm tt Drawing DOCUMENT NOT CONSIDERED FINAL
Sheet of 5 UNLESS ALL SIGNATURES COMPLETED
HYDRAULICS
ENGINEER
OS B®fR g�
P.E.
SIGNATURE: 8
ROADWAY �� a
DESIGN
ENGINEE
P.E.

MIMMMMI
m■ mmmml
m■m. ---

MIMMMMI
m■ mmmml
m■ m�---

m tim rn m PROJECT REFERENCE NO. SHEET NO.
/ m m STV Engineers, Inc.
lull //////////////////// // / // /// // / ~// / / / m / / / ff s c� NC L9iie, NNumber -09 "s BR W SHEET
4
LEGEND / /////����///�////////////////////// J / / ////// / /// / /////////////// / // / � NC Lwense Number F-0991 RNJ SHEET NO.
lull l �lll lllllll llll 111 l ( 2(].�l ROADWAY
DESIGN S
DENOTES TEMPORARY ENGINEER ENGINEER
mm NP
® IMPACTS IN SURFACE WATER
FINC®E PLANS
/ I DO NOT USE MR W ACQUISITION
DENOTES PERMANENT / /// ///gym
S S IMPACTS IN SURFACE WATER
STREAM
PERMIT IMPACT
AREA (AC) LENGTH (FT)
TEMPORARY
< 0.01 3
SW IMPACTS
PERMANENT
0.01 61
SW IMPACTS
GRAPHIC SCALE
Permit Drawing
DOCUMENT NOT CONSIDERED FINAL
o� Sheet 4 OIF 5 UNLESS ALL SIGNATURES COMPLETED
/%/// Xv/
/ / / / / /// / \�- - 1 Ji/i% /
TEMP. IMPACT LENGTH TOTAL = 64 (61' TAKEN _ ///lllllll l/�/////////////// /////// /////�/// ///// ///�fj m /i /
INTO ACCOUNT IN PERM. IMPACTS)_ I /
�118a� _ _�SITE 1 STABALIZATION PERMANENT'
IMPACTS IN SURFACE WATER j
Vl'
61 LF
/RLPRAOf
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F �// - �� 4311
N
—
=
—
„ TB 2G1 TB 2G1
20'1DS
ST
RIP-
15 RCP_III- RAP F
E w F
OF oo //
UE I �I� CL-II RIPW/(T/Y!?/ /
CL-II RIPRAP (TYP.)
EST. 100 TON I / STREAMBAN� 1 T TgA I¢
/�\ glIt I
CULTIVATED FIELD STREAMBANK /ail \� � /n\\1,\ / ���A�jTE�AII� DITCi
STABILIZATION /�/// I / IMPERVIOUS DIKE it I ll r I l/ / 1 % 15/0 Irta /18�( �O�LT / / / / / J� / /
IMPERVIOUS DIKE/��� �) �t
SITE 1
IMPERVIOUS DIKE TEMP. IMPACTS'/
IN SURFACE WATER
/ ,,% vo i l �, ll�r
///6/ / / AVID C WILLIAM ETA AL ��������(//ll / /j/// /�/l ) / / / II l / (�� SITE 1
l ( /

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
15+84.84 / 16+39.34
BANK STABILIZATION ON BOTH LEFT AND RIGHT
BANKS
0.01
61
1
15+85.29 / 16+38.76
IMPERVIOUS DIKE ON BOTH LEFT AND RIGHT
BANKS
<0.01
3*
TOTALS:
0.01
<0.01
61
3
*TEMPORARY IMPACT LENGTH TOTAL = 64' (61' TAKEN INTO ACCOUNT IN PERMANENT STREAMBANK STABILIZATION IMPACTS)
Revised 3/31/05