20200235 Ver 1_R.151_Permit_Plans_2019-08-01_20200213

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See Sheet to For Index of Sheets
See Sheet iB For Standard Symbology Sheet
a
Belmont Church Rd
(SR 2138
END PROJER
J
EGIN PROJEC
p
Ia
•--�• OUR VICINITY MAP N.T.S.
TO AUTUAIN aJ
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD II.
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
4 2 0 4 8
PROFILE (VERTICAL)
DESIGN DATA
ADT 2015 =
350
ADT 2025 =
700
DHV =
N/A
D =
N/A
T =
6%
V =
35 MPH
FUNC. CLASSIFICATION:
SUB REGIONAL TIER
STATIC OF NORTH CAROII INA
DIVISION OF HIGHWAYS
UNION COUNTY
LOCATION: BRIDGE #890145 OVER LITTLE RICHARDSON CREEK
ON SR 2106 (MACEDONIA CHURCH RD)
TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE
SURFACE WATER IMPACTS PERMIT
PROJECT LENGTH
LENGTH OF ROADWAY PROJECT WBS 17BP.10.R.151 = .058 MILES
LENGTH OF STRUCTURE PROJECT WBS 17BP.IO.R.151 = .012 MILES
TOTAL LENGTH OF PROJECT WBS 17BP.10.R.151 = .070 MILES
NCDOT CONTACT: GARLAND HAYWOOD, PE
Division Bridge Manager
STATB I N. IVINO. eHfifiTe
N.C.17BP.10.R.151
BTATB PROl.N0. P.APROI.N0. DBSC0.IPTION
17BP.10.R.151 P.E.
17BP.10.R.151 PW & UTIL
NORTH CAROI.INA
011
�ry
40, 0' 40,
Permit Drawing
Sheet Ot 7 DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PLANS PREPARED FOR THE NCDOT BY.•
Sr�� T 100 STV Engineers, Inc.
V 900 West Trade St., Suite 715
p� Charlotte, NC 28202
NC License Number F-0991
2018 STANDARD SPECIFICATIONS
NIKKI T. HONEYCUTT, PE
RIGHT OF WAY DATE.
MARCH 29, 2019
PROJECT ENGINEER
CLARK E. GROVES
LETTING DATE.
JANUARY 15, 2020
PROJECT DESIGNER
HYDRAULICS
ENGINEER
ap NORr
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P.E. e s
SIGNATURE: � a
ROADWAYDESIGN
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ENGINEER s�•A°F TRw•®e°tea'
P.E.

LEGEND
m
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
STREAM PERMIT IMPACT
AREA (AC)
LENGTH (FT)
0.06
85
TEMPORARY
SW IMPACTS
AEL J. & waif SUSAN B. EGAN
DB 3538 PG 639
BILLY W. & wife JERRIE C.`HASTY
DB 451 PG 157:
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CID
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EXISTffl R/
STV Engineers, Inc PROJECT REFERENCE NO. I SHEET NO.
STV10U, 900 West Trade St, Site 7u 17BPJORJ5/ 2
Charlotte, NC 28202
NC License Number F-0991 RNd SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
1
I
1 VO1�
I �P
I
1
1
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DOCUMENT NOT CONSIDERED FINAL
I UNLESS ALL SIGNATURES COMPLETED
1
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CITY OF MONROE
PERVI DIKE )S DB 130 PG 434
( TEMPORARY IMPACTS
IN SURFACE WATER =S1
�. 85 LF
WILLIAM M. & wife
R CARMEN B. FOWLER
DB 5516 PG 400
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EXIST/NC
TEMPORARY IMPACTS — --------
St
IN RFACE WATER =S3 —L— ---��`l
(MACEDONIA CHURCH ROAD)
—'------------ --i
--�,----C"— �� O'
—IMPERVIOUS EXISTIN/, ^
DIKE --
�'` % (TYP.)
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E SNAKE LLEY LIMITED N
1 PARTNERSHIP and
WILLIAM MARK FOWLER
DB 5 58 PG 573
ERIC W. HASTY & wife REBECCA L. HASTY
DB 5326 PG 750 ti
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1 1
t 1
1 1
1 1
1
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GRAPHIC SCALE
,n Permit Drawing
Sheet 2 of 7
t 1 I
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M.
TEMPORARY IMPACTS
IN SURFACE WATER =S2
69 LF
---------- ---- —
\ C
CITY OFF MONROE
DB 130 PG 434
\ Y +
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SNAKEVALLEY LIIMMITED PARTNERSHIP
and WILLIAM MARK FOWLER
DB 5258 PG 573
SITE 1

STEngineers, Inc. V
West Taee St., s�te GIs
NO.
T NO.
SHEE390o
LEGEND
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License Number — 1
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NC\I
ILW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
DENOTES TEMPORARY
® IMPACTS IN SURFACE WATER
,
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ENGINEER
ENGINEER
, ,
,
I
STREAM PERMIT IMPACT
AREA (AC)
LENGTH (FT)
TEMPORARY
0.06
85
SW IMPACTS
- - - - - - - - - - - - - - - - -
j \\\ ��� 1
--------- 0 A
DOCUMNOT CONSIDERED FINAL
UNLESS ALLENT SIGNATURES COMPLETED
'''��••,- �� MICHAEL J. & wife SUSAN B. EGAN
DB 3538 PG 639 I I'v \\ I --� ;,, �Qj
Al--_____—_--_____—__—__—__—__—__—__—__—__—__—__—__—__—__—____ I —
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--- - ��---�---------) ( CITY OF MONROE I A 1
- - \\\ i 1 MPERVI U DIKE /------\\ I(/ �S> DB 130 PG 434 I \\\\
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BILLY W. & E I c s
+g� a JERRIE C. HASTY \V TEMPORARY IMPACTS
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--� ��� I I �' �' I I � N SURFACE
DB_- 5t-PG 157 �s I I )% I 85 LF �1
WILLIAM M. & wife
R CAgMEN B. FOWLER
D 5516 PG 400
~-- I / — --
EXIS ING R/W _ - �� I — \
I
--
- `�
T
TEMPORARY IMPACTS 1 L TEMPORARY IMPACTS
O �I IN SURFACE WATER =S2 IN SURFACE WATER
O _ 69 LF - ------ 75 LF SR 2,
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PART RSHIP and �1 A',
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1 1 WILLIAM ARK FOWL t^ \\
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DB 5 58 PG 573
1 1 vv I CITY OFF MONROE
I `I tl ERIC W. HASTY & wife f2EBECCA Lv. HASTY ', I � �i� ; ; ;% '�%III ` ,vvv � v
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1V A `ems vII, vVv��v`` 1 '/1I 11 fiber SNAKEVALLEY LIMITED PARTNERSHIP 1
1 1
and WILLIAM MARK FOWLER 1
DB 5258 PG 573 1
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1
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�I 40' 0' 40' �
GRAPHIC SCALE
Permit Drawing 1 vv > �� 1
a� Sheet 3 of v S � T E
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LEGEND
m
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
STREAM PERMIT IMPACT
AREA (AC)
LENGTH (FT)
TEMPORARY
0.06
85
SW IMPACTS
O
MICHAEL J. & wife SUSAN B. EGAN
DB 3538 PG 639
F
ra
-L-
SR 2/06
(MACEDONIA CHURCH ROAD)
\ C---------------------
C
20' 0' 20'
E
GRAPHIC SCALE
Permit Drawing
Sheet 5 of 7
a�
TEMPORARY IMPACTS
IN SURFACE WATER -S1
85 LF
TEMPORARY IMPACTS
IN SURFACE WATER =S2
69 LF
---------------
C
0
SNAKEVALLEY LIMITED
PARTNERSHIP and
WILLIAM MARK FOWLER
DB 5258 PG 573
F
q $TV Eng1D00TS, Inc. PROJECT REFERENCE NO. SHEET NO.
STV1�� 900 West Trade St,, Suite 715 17BPJO.RJ5/ 1 5
p�jyd, Charlotte, NC 28202
NC License Number F-0991 RAW SHEET NO.
ROADWAY DESIGN HYDRAULICS
. ENGINEER ENGINEER
O11
R�
O / DOCUMENT NOT CONSIDERED FINAL
`QC / UNLESS ALL SIGNATURES COMPLETED
O
c� CITY OF MONROE
A" DB 130 PG 434
IMPE IOUS
IMPERVIOUS DIKE
(TYP.)
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---------------------- __
------
TEMPORARY IMPACTS
IN SURFACE WATER =S3
75 LF
0
CITY OF MONROE
DB 130 PG 434
C
SITE 1
J

PROPERTY OWNERS
NAMES AND ADDRESSES
PARCEL NO. NAMES
1 MICHAEL J. EGAN
SUSAN B. EGAN
2 SNAKEVALLEY LIMITED
PARTNERSHIP AND
WILLIAM MARK FOWLER
3
CITY OF MONROE
V
815 MACEDONIA CHURCH RD
MONROE, NC 28112
PO BOX 2201
MONROE, NC 28111
PO BOX 69
MONROE, NC 28111
NCD®T
DIVISION OF HIGHWAYS
UNION COUNTY
PROJECT: 17BP.10.R.151
BRIDGE #145 OVER
LITTLE RICHARDSON CREEK
ON SR 2106
(MACEDONIA CHURCH ROAD)
Permit Drawing
Sheet s of 7
SHEET 6 OF 7
8 / 1 / 2019

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+08.88 / 14+71.13
1 @ 60' (24" CORED SLAB)
0.06
85
TOTALS:
0.06
85