HomeMy WebLinkAbout20190622 Ver 1_R.140_Permit_Plans_2019-05-02_20190510I
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See Sheet 1A For Index of Sheets
See Sheet 1 B For Standard Symbology Sheet
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RAND RD
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RACE TRACK R
(5R 1452)
END
PROJECT
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BEGIN
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PROJECT
VICINITY MAP
•--�• DETOUR
N.T.S.
BEGIN PROJECT WBS 17BP.10.R.140
-I- STA.12 + 00.00
STATIC OF NORTH CAROI INA
DIVISION OF HIGHWAYS
ANSON COUNTY
LOCATION: BRIDGE #217 LANES CREEK ON SR 1654 (MORTON RD)
TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE
SURFACE WATER IMPACTS PERMIT
SEE
FIGURE
SITE 1
BEGIN BRIDGE
-L- STA. 15+01.75
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD H.
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 =
80
ADT 2025 =
160
DHV =
N/A
D =
N/A
T =
0%
V =
35 MPH
FUNC. CLASSIFICATION:
SUB REGIONAL TIER
PROJECT LENGTH
LENGTH OF ROADWAY PROJECT WBS 17BP.10.R.140 = .126 MILES
LENGTH OF STRUCTURE PROJECT WBS 17BP.10.R.140 = .033 MILES
TOTAL LENGTH OF PROJECT WBS 17BP.10.R.140 = .159 MILES
NCDOT CONTACT: GARLAND HAYWOOD, PE
Division Bridge Manager
I SITE 1 1
END BRIDGE
-L- STA. 16+74.25
'AT8
STATE 1R.— R—R— NQ
S NO.T
17BP.10.R.140
STATE BRw.NQ
F—M-NQ
RRSCRIWMON
17 B P.10. R.140
P.E.
17BP.10.R.140
ROW & L
NORTH CAROLINA
/N
Z�
0
2�
END PROJECT WBS 17BP.10.R.140
-L- STA. 20 + 40.00
80, 0' 80,
Permit Drawing
Sheet 1 of 7 GRAPHIC SCALE
PLANS PREPARED FOR THE NCDOT BY.•
ST� 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.
NOVEMBER 9, 2018
PROJECT ENGINEER
CLARK E. GROVES
LETTING DATE.
AUGUST 7, 2019
PROJECT DESIGNER
HYDRAULICS
ENGINEER
DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
P.E.
ap NORr
b
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0
d��A eO�,tY
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LEGEND
®DENOTES
TEMPORARY
IMPACTS IN SURFACE WATER
®DENOTES
IMPACTS IN
SURFACE WATER
STREAM PERMIT IMPACT
AREA (AC)
LENGTH (FT)
TEMPORARY
0.13
182
SW IMPACTS
PERMANENT
>0.01
28
SW IMPACTS
(D
LANES CREEK FARM LLC
DB 977 PG 326
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TEMPORARY IMPACTS \
IN SURFACE WATER =S2 1
FOR DEWATERING
55 FT
T� 15" EMPORARY
�(
SPECIAL STILLING BASIN PI TYP.)
(TYP.)
DECK DRAINS (TYP.) 8" X 6" x
5' CENTER FROM STA. 16+53
TO STA. 15+68 RT I
E� E �.
C —_ -----F�
'----------------- --I I 1� 7 T T T T4TTTTT
— — — — — — — — — —F — — — ---
----------------- ----------------- -------------------
- PERMANENT IMPACTS
SR 1654 (MORTON ROAD) IN SURFACE WATER = S4
-------------
- 16 FT _
F---F----------F--------- ----
PERMANENTIMPACTS
IN SURFACE WATER =S5
C
m O
LANES CREEK FARM LLC
DB 977 PG 326
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EI a
�40' 0' 40,
E
a
GRAPHIC SCALE
Permit Drawing
Sheet 2 of 7
Is -
TEMPORARY IMPACTS
IN U.T. =S3
74 FT
IMPERVIOUS DIKE I
(TYP.)
SEE
FIGURE
SITE 1
STV STU Engineers, Inc.
Zoo 900 Wesk Trade St, Site 71,
PROJECT REFERENCE NO.
SHEET NO.
neProR.14o
2
p Ch,,"". NC 28202
NC License Number F-0991
RW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
p
ENGINEER
ENGINEER
N
Z
Co
/
2
DOCUMENT NOT CONSIDERED FINAL I
UNLESS ALL SIGNATURES COMPLETED
SITE 1
15" TEMPORARY
O
PIPE (TYP.)
SPECIAL STILLING BASIN
LOUISE T. HOUGH
(TYP)
IDS 339 PG 127
E E
-R
C
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\
I
TEMPORARY IMPACTS
IN SURFACE WATER =S1 1
FOR DEMO. & CONST.
108 FT
1►
I 0
IMPERVIOUS
(TYP.)
DECK DRAINS (TYP.) 8" X 6"
5' CENTER FROM STA. 16+53
TO STA. 15+68 RT
O
LOUISE T. HOUGH
DB 339 PG 127
�' PROJECT REFERENCE NO. SHEET NO.
` STV Engineers, Inc.
LEGEND
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATER
STREAM PERMIT IMPACT
AREA (AC)
LENGTH (FT)
TEMPORARY
0.13
1�
SW IMPACTS
PERMANENT
>0.01 N
28
SW IMPACTS
STV100
90o we:l Twee sr., s�l�e GIs
OBPJORJ40
3
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Charlotte, NC
NC License Numbermber F-0991
KW SHEET NO.
ROADWAY DESIGN HYDRAULICS
PoPo
ENGINEER
ENGINEER
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DOCUMENT NOT CONSIDERED FINAL
1
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Q
'I�'lil,
UNLESS ALL SIGNATURES COMPLETED
SITE
1
LO5F
RFACE WATERDEWATERING
R Lh 1
I
EMPORARY g
PI�(TYP.) `F
SPECIAL STILLING BASIN [ Q
\ (TYP.)
15" TEMPORARY O
PIPE (TYP.) SPECIAL STILLING BASIN
(TYP.) LOUISE T. HOUGH
DB 339 PG 127
1 I DECK DRAINS (TYP.) 8" X 6" " " x E E
n
`-^ ( ' J 5' CENTER FROM STA. 16+53
-- / rL�dAi� /Cj�EEK Fi�RIY) 'LLG� / TO STA. 15+68 RT
DB► 977 jPG J326; / I
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65 ;
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-- F —
_
PERMANENT IMPACTS _ ---- ��
/ SR /65g-(MOR7-ON Ramf IN SURFACE WATER =S4
---
1--------=----------may --- 16 FT - -- - --- �
—_-- / F ---- -- — — — —7777
-- _-_ --- _ _ _ _ PERMANENT IMPACTS
_ --- _— IN SURFACE ATER S5__--
\
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V I A \ N4N
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---- A�� �����
-� � -- _--- -_-_� _ DECK DRAINS P. 8" X b"
- --- - ---- -- '---- . 5' CENTER FROMSTA. 16+53
- - �SZ� - TEMPORARY IMPACTS I
TO STA. 15+68 RTV���
"��Z------- LANES CREEK FARWID IN SURFACE WATER =S1 ( F \ -
m 97-7_PG t FOR DEMO. & CONST.
- _ �7s
o = - _ _� IMPERVIOUS DIKE
r - - _
(TYP.) -
m- ------------
y TEMPORARY IMPACTS s
�IN U.T. =53 I' IMPERVIOUS D.
- � n �'���
E FT
(TYP 74 '
--- Y J \ �\
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) � I
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`v` EE l ; I ___ I
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\ h 1 LOUISE T. HOUGH
40' �0' 40' \ �� V U R E DB 339 PG 127
v \ �N� J; /
v \ �N I' I /
if
' GRAPHIC SCALE
Permit Drawing \ 1
e V\ I IIII N
Sheet 3 of 7
PROJECT REFERENCE NO. SHEET NO.
178PJORJ40 4
LEGEND
®DENOTES
TEMPORARY
IMPACTS IN SURFACE WATER
®DENOTES
IMPACTS IN
SURFACE WATER
STREAM PERMIT IMPACT
AREA (AC)
LENGTH (FT)
TEMPORARY
0.13
182
SW IMPACTS
PERMANENT
>0.01
28
SW IMPACTS
O
N
2�
CO
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Q, O
LANES CREEK FARM LLC
DB 977 PG 326
E E
DECK DRAINS (T1 X 6"
5' CENTER FROM ST STA..16+53
TO STA. 15+68 RT
R
Y \
W
U
SPECIAL STILLING BASIN
x
O�
. 15" TEMPORARY +
IPIPE (TYP.)
IMPERVIOUS DIKE
(TYP.)
TEMPORARY IMPACTS
IN SURFACE WATER =S2
FOR DEWATERING
55 FT
PERMANENT IMPACTS
IN SURFACE WATER =54
16 FT
u,
PERMANENT IMPACTS
IN SURFACE WATER =S5
m
a
12 FT
�
E E
TEMPORARY IMPACTS
IN U.T. =S3
e
74 FT
a
SEE
FIGURE
C
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E
C
SITE 1
C
C
20' 0
20
E
E
1 O
a
LANES CREEK FARM LLC
GRAPHIC SCALE
DB 977 PG 326
DL
Permit Drawing
Sheet 5 of 7
IMPERVIOUS DIKE
(TYP.)
TEMPORARY IMPACTS
IN SURFACE WATER =S1
FOR DEMO. & CONST.
108 FT
I
STV Engineer S, In PROJECT REFERENCE SHEET N0.
STU1�� 900 west Trade St, Suite 715 178PJO.RJ4NO.0 5
p�yd, Charlotte, NC 28202
NC License Number F-0991 KW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
15" TEMPORARY
PIPE (TYP.) SPECIAL STILLING BASIN
(TYP.) J
E E E E
LOUISE TT.. HOUGH DOCUMENT NOT CONSIDERED FINAL
—� DB 339 PG 1 27 UNLESS ALL SIGNATURES COMPLETED
DECK DRAINS (TYP.) 8" X 6"
5' CENTER FROM STA. 16+53
TO STA. 15+68 RT
LOUISE TT.. HOUGH
DB 339 PG 127
SITE 1
I
PARCEL NO.
1
PROPERTY OWNERS
NAMES AND ADDRESSES
NAMES
LANES CREED ]FARM LLC
LOUISE T. HOUGH
V
5218 MARINE CLUB DR
WILMINGTON, NC 28409
3051 RANDALL ROAD
POLKTON, NC 28135
NCD®T
DIVISION OF HIGHWAYS
ANSON COUNTY
PROJECT: 17BP.10.R.140
BRIDGE #217 OVER
LANES CREEK ON SR 1654
(MORTON ROAD)
Permit Drawing
Sheet 6 of 7
SHEET 6 OF 7 5 / 2 / 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
15+01.75 / 16+74.25
CORED SLAB - 1 @ 45', 1 @ 70', 1 @ 45' - 27' OTO
>0.01
0.13
28
182
TOTALS:
>0.01
1 0.13
28
182