HomeMy WebLinkAbout20191173 Ver 1_R.120_Permit_Plans_2019-08-13_20190904LN
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See Sheet to For Index of Sheets
See Sheet iB For Standard Symbology Sheet
\ Bild, Rd
PROJE
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ROJECT
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(SR 3 �)
•--�• DETOUR VICINITY MAP N.T.S.
BEGIN CONSTRUCTION 1
-I- STA.13 + 40.00
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
STANLY COUNTY
.— ISTATE PRQIB R R—R8 NQ IVINO.
.C. 17BP.10.R.120
STATE BRw— F—M-NQ RRSCRIWMON
17BP.10.R.120 P.E.
17BP.10.R.120 ROW & L
17BP.10.R.120 CONSTRUCI
LOCATION. BRIDGE #830192 OVER BIG BEAR CREEK ON SR 1238 (FLINT RIDGE ROAD)
TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE
SURFACE WATER IMPACTS PERMIT
BEGIN PROJECT WBS 17BP.10.R.120
STA.15 + 00.00
5 0GG�
BEGIN BRIDGE 5
—L— STA. 18+03.70 �y / 17—
SITE 1
Nq-
3
q ?a1j
END PROJECT WBS 17BP.10.R.120
-L- STA. 25 + 65.00
To
(FIVE SR POINT 6
�Js 1
END BRIDGE
—L— STA. 18+96.30
SEE
FIGURE s�
SITE 1
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 =
310
ADT 2025 =
560
DHV =
N/A
D =
N/A
T =
6%
V =
35 MPH
FUNC. CLASSIFICATION:
LOCAL
SUB REGIONAL TIER
PROJECT LENGTH
LENGTH OF ROADWAY PROJECT WBS 17BP.10.R.120 = .184 MILES
LENGTH OF STRUCTURE PROJECT WBS 17BP.IO.R.120 = .018 MILES
TOTAL LENGTH OF PROJECT WBS 17BP.10.R.120 = .202 MILES
NCDOT CONTACT: GARLAND HAYWOOD, PE
Division Bridge Manager
60, 0' 60,
Permit Drawing
Sheet 1 of 8
PLANS PREPARED FOR THE NCDOT BY.•
ST���0 00 W Engineers, Inc.
1 900 West Trade 2" Suite 715
cna�lotre, Nc mle,
NC License Number F-0991
2018 STANDARD SPECIFICATIONS
NIKKI T. HONEYCUTT, PE
RIGHT OF WAY DATE.
FEBRUARY 1, 2019
PROJECT ENGINEER
CLARK E. GROVES
LETTING DATE.
JANUARY 15, 2020
PROJECT DESIGNER
HYDRAULICS
ENGINEER
DESIGN
ENGINEER
!�t
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
P.E.
ap NOWTy
b
0
d��A eOltY
Gg TANY10
REFERENCE NO. I SHEET NO.
LEGEND
a
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
E
0
a
STREAM PERMIT IMPACT
AREA (AC)
LENGTH (FT)
TEMPORARY
0.14
152
SW IMPACTS
TEMPORARY IMPACTS
IN SURFACE WATER =S1
O � 104 LF
1
00
LARRY L.HUNEYCUTT
DB 1562 PG 640
TEMPORARY IMPACTS
IN SURFACE WATER —S2
33 LF
— PUE PUE PUE ✓ PUE WOODS
PUE PUE
------------
—L— TEMPORARY IMPACTS
_ IN SURFACE WATER =S3
SR 1238 FLINT RIDGE ROAD 82 LF
--——--_F -------------------------- F-----
�oa
m `~ _ F
R
/
WOODS ;SIMPERVIOUS DIKE IMPERVIOUS DIKE
WOODS (TYP.) (TYP.)
2 PR GREEK
GARY S.EEDWARDS 8(G
DB 356 PG 657 /
15
40, 0' 40,
GRAPHIC SCALE
Permit Drawing
Sheet 2 of 8
PUE
ST, 100 STV Engineers, Inc.
1 �/ Charlotte, west NCTrade2 20, suite pis
e�,� Charlotte, NC
NC License Number
F-0991
N
207tv 7
3
�S
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
31
BEAR CREEK PRIMITIVE
BAPTIST CHURCH
DB 312 PG 443
IMPERVIOUS /
DIKE
(TYP.) Ica
C
-----�1 F
—F �
------------
TEMPORARY IMPACTS
IN SURFACE WATER =S4 I
- - E
81 LF _-
-��—
------------------ -----
��\JS WOODS
TEMPORARY IMPACTS
IN SURFACE WATER =S5
15 LF
TEMPORARY IMPACTS
IN SURFACE WATER =S6 ✓J+
19 LF `
O
BRIAN K. LEAR
DB 1566 PG 565
WOODS
SITE 1
q STV Engineers, Inc.
LEGEND PROJECT REFERENCE NO. SHEET NO.
/ STV 1�U 90o west Trade St,, Suite 715 /7BPJOJRJ20 3
' Charlotte, N'd
C 28202
NC License Number F-0991 KW SHEET NO.
® DENOTES TEMPORARY "•q /
ROADWAY DESIGN HYDRAULICS
IMPACTS IN SURFACE WATER ?07, / 1 iiil� ENGINEER ENGINEER
x \
STREAM PERMIT IMPACT
AREA (AC)
LENGTH (FT)
TEMPORARY
0.14
152
SW IMPACTS
DOCUMENT�(
// 1�i i• UNLLESS ALL IGNATURESCONSIDERED COMPLETED
TEMPORARY IMPACTS
IN SURFACE WATER
104 LF
--- LARRY L HUNEYCUTT
DB 1562 PG 640
' ����!.---------------------'' '/i. �� BEAR CREEK PRIMITIVE
BAPTIST CHURCH
DB 312 PG 443
TEMPORARY IMPACTS
-- -, IN SURFACE WATER =S2 _ / G'
33 LF� �' I/ IMPERVIOUS
�� DIKE;'
PUE \=, / ---
PUE� (TYP*
PUE WOODS, ��/• - "/�g9 -- % ' /�' ---
PUE
PUE
PUE
i ---- " U
r -
— 45 — 4
�— —
J
_
—L— TEMPORARY IMPACTS ,S TEMPORARY IMPACTS
IN SURFACE WATER =S3 IN SURFACE WATER =S4
SR 1238 FLINT RIDGE ROAD sz LF 81 LF 77-----
- _
............. F >�--------
-
------------
R R ;
m
WOODS
W00DS - �—
IMPERVIOUS- IMPERVIOUS DIKE y ,
' — (TYP.) (TYP.)
WOODS
`
E \\� B 1566 PG 565
L 2 --
d \`
ARE
PRARY
------- ---------g ,
�/ NMSUORFACEI WATERS =55
s GARY S. EDWARDSj3jG 15
DB 356 PG 657 s' \,�
s ( N\\
TEMPORARY IMPACTS\
SURFACE WATER =S6 19 LF \
��� �� \
`��i A�
_ ---- W S
''— -----
_- — _
----------
GRAPHIC SCALE ,---------------- — — — - \\\
\
Permit Drawing-'- ,=-----______------ ---
Sheet s of s,���------- ,-- \\
SITE 1
m
LEGEND
m
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
STREAM PERMIT IMPACT
AREA (AC)
LENGTH (FT)
TEMPORARY
0.14
152
SW IMPACTS
I
O
LARRY L.HUNEYCUTT
DB 1562 PG 640
WOODS TEMPORARY IMPACTS
N SURFACE WATER =S2
PUE ...... PUE - 33 LF
PUE PUE
tit
PUE ------
JS
TEMPORARY IMPACTS
IN SURFACE WATER =S7
104 LF
S�
%CSPUE =
q
STV Engineers, Inc.
STU 900 west Trade St,, Suite 715
1��
p10 Charlotte, NC 21202
NC License Number F-0991
H
207,
�q?
IMPERVIOUS —
DIKE
(TYP.)
PUE
SHEET NO.
KW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL I
UNLESS ALL SIGNATURES COMPLETED
0
/ BEAR CREEK PRIMITIVE
BAPTIST CHURCH
/ DB 312 PG 443
�JS / , .� 1
\ F
✓ JS� / WOODS
is---/
-----------------
RIDGETEMPORARY IMPACTS _dP_-pd'1PpW'A FFIF F 1 111 M M RARY
OnW
_ATEMPO IMPACTS
IN SURFACE WATER —S4
IN SURFACE WATER —S3 '5W
81 LF
SR
ROAD
/
�I
eta �:t :t :t �� �c;� ����■■■■L�'---�----������ � � � �� � �� � .� � �
I,��dJ�
;
��I:ti;Y;I •fir _ - -
/,S/ O IMPERVIOUS DIKE
(TYP.)
GARY S. EDWARDS
DB 356 PG 657
20' 0' 20'
GRAPHIC SCALE
Permit Drawing
Sheet 6 of 8
g(G gE
PR cREEK
�S
IMPERVIOUS DIKE J
(TYP.)
�g
S✓
\S\ WOODS
O
TEMPORARY IMPACTS \✓ ` BRIAN K. LEAR
IN SURFACE WATER =S5 S v,� DB 1566 15 LF PG 565
�JS
TEMPORARY IMPACTS is
IN SURFACE WATER =S6
19 LF
s
SITE 1
PARCEL NO.
1
2
3
4
PROPERTY OWNERS
NAMES AND ADDRESSES
NAMES
LARRY L.HUNEYCUTT
GARY S. EDWARDS
BEAR CREED PRIMITIVE
BAPTIST CHURCH
BRIAN K. LEAR
V
PO BOX 397
STANFIELD, NC 28163
1405 HERITAGE COURT
ALBEMARLE, NC 28252
26037 AUSTIN ROAD
ALBEMARLE, NC 28001
31756 AMERON CIRCLE
ALBEMARLE, NC 28001
NCD®T
DIVISION OF HIGHWAYS
STANLY COUNTY
PROJECT: 17BP.10.R.120
BRIDGE #192 OVER
BIG BEAR CREEK
ON SR 1238
(FLINT RIDGE ROAD)
Permit Drawing
Sheet 7 of s
SHEET 7 OF 8
8 / 13 / 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
18+03.70 / 18+96.30
1 @ 90' (33" BOX BEAM)
0.14
152
TOTALS:
0.14
152