20200215 Ver 1_BR-0115_Permit Drawings_20200210

North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN v
(Version 2.08; Released April 2018) 1: FOR NCDOT PROJECTS iK
WBS Element: 67115.1.1 TIP No.: BR-0115 County(ies): Iredell Page 1 of 1
General Project Information
WBS Element:
67115.1.1 TIP Number: BR-0115 Project Type: Bridge Replacement Date: 12/4/2019
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):
0.13 Surrounding Land Use: Rural Residential
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
0.3 ac.
0.3 ac.
Typical Cross Section Description:
Bridge : Two 10' lanes, 3'11" to the right and 3'11" to the left paved shoulders.
Approach: Two 10' lanes, variable paved shoulders.
Bridge: Two 10' lanes,1.5' to the right and 1.5' to the left shoulders.
Approach: Two 10' lanes, variable shoulders.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 1120 Year: 2040
Existing: 560 Year: 2016
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The existing 107', 3 span bridge over Rocky Creek on SR 1595 (Coolbrook Road) is being replaced with 3 span bridge with a span arrangement of 1@30' (21" Cored Slab),
1@70' (24" Cored Slab), and 1@35' (21" Cored Slab). The bridge will have 1.5:1 sloping abutments. The bridge will be superelevated with a 3% slope and with 10' travel lanes
with 3'11" to the right and 3'11" to the left shoulders, 27'-10" 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 bridge on both sides of the project. On the end side of the bridge, a traffic bearing grated drop inlet with double
frame and grates (2GI) was placed on the right side of the roadway in the shoulder berm gutter to pick up runoff from the bridge. Class -II rip rap 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. Impervious dikes will be used around existing abutments to prevent the sediment from entering the stream during the removal of existing bridge 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?
IYes
I Deck Drains Discharge Over Buffer? I N/A
Dissipator Pads Provided in Buffer? I N/A
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) I

0
See Sheet to For Index of Sheets
See Sheet 1B For Standard Symbology Sheet
m
i
VICINITY MAP
BEGIN TIP
—L— STA.11 + 50.00
To 1, ap
NIX
ITHIS 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)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN DATA
ADT 2016 = 560
ADT 2040 = 1120
DHV = N/A
D = N/A
T = N /A
V = 35 MPH
FUNC. CLASSIFICATION:
LOCAL
SUB —REGIONAL TIER
STATE OF NORTIH CAROLINA
DIVISION OF HIGHWAYS
IREDELL COUNTY
LOCATION: BRIDGE #166 OVER ROCKY CREEK
ON SR 1595 (COOLBROOK RD)
SURFACE WATER IMPACTS PERMIT
—JS—
i
BEGIN BRIDGE l
-L- STA.15+05.06n
END CONSTRUCTION
DR1— STA.11 +15.00
PROJECT LENGTH
LENGTH OF ROADWAY TIP PROJECT BR-0115 = 0.107 MILES
LENGTH OF STRUCTURE TIP PROJECT BR-0115 = 0.026 MILES
TOTAL LENGTH OF TIP PROJECT BR-0115 = 0.133 MILES
NCDOT CONTACT: DAVID STUTTS, PE
Structures Management Unit
END BRIDGE
-L- STA. 16+42.94
OTIL
'AT8 STATE PROARCT RRPRRRNCR N0. SN,EDET SHEET
NESTS
,c, BR-0115 5
STAIR PROS.— I DESCRIPTION
67115.1.1 1 2020001 1 P.E.
NqD a
3
Nq`77
— TO FOX
MOUNTAIN RD
END TIP PROJECT BR-0115
—L— STA.18 + 50.00
PLANS PREPARED FOR THE NCDOT BY:
Srr V 100 STV Engineers, Inc.
11 V/ 900 West Trade St, Suite 715
202
�j Charlotte, NC be,
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
. +1iA.�ii�>r�'+;���
Permit Drawing
Sheet t of s
INCOMPLETE PLANS
DO NOT USE FOR R/W ACOUNITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICS
ENGINEER
OF IIOBiy
a�4� °490
e
d
P.E.
z
+ h'
SIGNATURE:
ROADWAYDESIGN
��~T
ENGINEER
°F TewMge�e4�
P.E.
SIGNATURE:

LL
_— / /� / / /// / titi // l 0 /�/ 5/ // // //// // // / / / PROJECT REFERENCE NO. SHEET NO.
so' / / // ti / o ///// /%// �i/ // /i/_� / / / 0g0- / q STV Engineers, Inc.
/// / / / /// / / / STU 1009 00 West Trade 28202
0 Suite 715
////�/// NC LcenseNNumbe 2F-0991 BRKW /SHEET NO. 4
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
OLOT
\ttae— / ;� / m/ m% >�s�///� /i / DOCUMENT NOT CONSIDERED FINAL
�`� l0^0� / UNLESS ALL SIGNATURES COMPLETED
1 /// ////////// / �� SITE 1
'SITE 1 �// // ///////// ///�' %/ �/
�/ BANK STABALIZATION & / / i BOTH TEMP. WORKPADS ARE NOT TO BE CONSTRUCTED AT THE SAME TIME.
�_/ IMPACTS IN SURFACE WATER / //V ///�////` � ��/r �j �i � E LFP WORKPAD
ACRES"
NOT BLOCK OVER 50% OF THE STREAM AT ANY TIME.
04 LF. /0.01 ACRES/// _
/ / /// / / RIPRAP AT �BANKME�T_
/////// i / /�/i / ��+ s2- TO —rb + O6 LT
_-DETAIL j
B', DECK DRAAN—RIMWC,PAD = - ; ;
=WWRAP TYP.
�� 1 SF�ECIA� CATER) 11 DITCH / f —
/ P / i 16 +6 TQ fii+ 50 LT
�1 PUE r �DETkA
/i7
�,, // \w oq� v — I o V
j 0 � 40 — j C j/ \ \ wows
AT — �� ��
RCP �
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N \ A/NSV(fiXPJ x4'SL-0 \ —
SITE 1 \ \ \\�\ % (fT� 1 \\ \
IMPERVIOUS DIKES TEMP.
IMPACTS IN SURFACE WATER
\ \ \ 11 LF / < 0 Ol ACRES
r
LEGEND
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
s DENOTES PERMANENT
IMPACTS IN SURFACE WATER
STREAM PERMIT IMPACT
AREA (AC)
LENGTH (FT)
TEMPORARY
0.04
11
SW IMPACTS
PERMANENT
0.01
104
SW IMPACTS
BAN TON—_---
/ V 77 V A
25' 0' 25'
GRAPHIC SCALE
\\\\\ s 6e — Permit DrwAin
\\�\\\\\\\\ Sheet 4 of 5
\
TEMP. IMPACTS LENGTH TOTAL = 115'
\ SITE 1
(104 COVERED UNDER PERMANENT IMPACTS)
*CAUSEWAY TEMP. IMPACTS LENGTH = 84' _ —ab\\ \ \ \ \ \\\\\\\\\\\\\\\\ �\\\\\\\\\\\\\\\\\\\\ \\\\\\ � \ \
COVERED UNDER 104' OF PERMANENT IMPACTS

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
-L- 15+23 TO 16+16
STREAMBANK STABALIZATION & IMPACTS IN
SURFACE WATER ON BOTH LT AND RT SIDE OF
THE STREAM
0.01
104
1
-L- 15+11 TO 15+83
-L- 15+69 TO 16+29
IMPERVIOUS DIKES & IMPACTS IN SURFACE
WATER ON BOTH THE LT AND RT SIDE OF THE
STREAM
<0.01
11*
1
-L- 15+27 TO 16+08
TEMPORARY WORK PAD/CAUSEWAY ON BOTH
LT AND RT SIDE OF THE STREAM & IMPACTS IN
THE STREAM
0.03
0**
TOTALS:
0.01
0.04
104
11
*TEMPORARY IMPACTS LENGTH TOTAL = 115' (104' COVERED UNDER PERMANENT STREAMBANK STABILIZATION IMPACTS)
**CAUSEWAY TEMPORARY IMPACTS LENGTH = 84' (COVERED UNDER PERMANENT STREAMBANK STABILIZATION IMPACTS)
Revised 3/31/05