20200215_Pages from Replacement of Bridge No. 480166 on SR 1595 (Coolbrook Road)_Rocky Creek..._20200302

0
See Sheet to For Index of Sheets
See Sheet 1B For Standard Symbology Sheet
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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
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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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B 2G1 \
E ISTING'
—.
PEWRON
w
� n� _ - _ p=AP��gfl� P��'���\\
\
CAVA
\\\\gym \ \ \ :�\� ��\\�� \ `��A 1— 7 ,8A � IR OSLEY— —
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