HomeMy WebLinkAbout20190909 Ver 1_EB-5923 Skyland Dr PERMIT DRAWINGS_annotated_updated January 2020_Site 2_20200124W
STATE OF NORTH C A ROLINA
DIVISION OF HIGHWAYS
JACKSON COUNTY
LOCATION: SR 1432 (SKYLAND DRIVE) FROM
US 23 BUS (ASHEVILLE HWY) TO
SR 1429 (CHIPPER CURVE RD. )
TYPE OF WORK: SIDEWALK, GRADING, DRAINAGE, RETAINING WALL, PAVING
$TATR
IT PRO—r REPeRRN
BHEBT
N0.
TOTAL
SHRRTS
Nod.
EB-5923
8TAT6 PROI. NO.
A.APAOS.N0.
DEHCRIPTION
47589.1.1
WA
PE
47589.2.1
WA
RrW & UTIL
47589.3.1
WA
CONST.
PERMIT DRAWINGS Modified January 6, 2020
�DocuSigned by: � /01 4.,
Mattern & Craig
SURVEYORS
12 BROAD STREET
ASHEVILLE, NORTH CAROLINA 28801
(828) 254-2201 DOCUMENT NOT CONSIDERED FINAL
CLEARING ON THIS AROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD IL FAX (828) 254-4562 UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 1 OF 4
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
30 15 0 30 60
V = 40 MPH
FUNC CLASS =
LENGTH OF ROADWAY TIP PROJECT EB-5923 = 0.645 MILES
PLANS
SUB —REGIONAL TIER
AADT: 6900
A.
TOTAL LENGTH OF TIP PROJECT EB-5923 — 0.645 MILES
Prepared In me Off7ce of: HYDRAULICS ENGINEER
MATTERNaA& T CRAIG
12 BRASHEVILLE, NC IS '
FOR NCDOT DIVISION OF HIGh*AYS
2018 STANDARD SPECIFICATIONS
P.E.
SIGNATURE:
RIGHT OF WAY DATE: AARON CARVER, PE
J U N E 2 018 PROJECT ENGINEER ROADWAY DESIGN
ENGINEER
NICK WOODS
LETTING DATE: PROJECT DESIGN ENGINEER
APRIL 2019 WES JAMESON, PE
P.E.
NCDOT DIVISION 14 CONTACT ,,......T.....,
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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w—�
Mattern & Craig
�
O
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TWY PROPERiffS.
cd
\9 y6'
ADJUST MH �
N 84.01'33' IY OB 2054 PG 471
22.06'
W N
EIP 27•Sy,05,E
W
WI' G
SITE 2
p3,253A'
N O
\42.90 fj I93.39.
�i
TOP=20T0.95' A 2 TGSVS GEOTEXTILE
INV=205CIE B RIP
3.95' >.y 60
E
N 89.30'IS' µ
INV=2069.05'
N N 03°03'4T'
25 Y8'09•E
8�83' N OS°48'23' E
3
O tz
(
- TINSEL T0*'N. INC.
125.23'
112.10'
a 'S N
i3
to Scotl Creek ,S
NOT°46'35' E J�
N 86°3058' W DB 2029 PG 643
£INV
SO.II'
INV_ 2060.42•
16°05T' E
e•,a°
rcF
p
II
16T.43'
ADJUST VALVE 20 16
,� 80.78'
INV_ IF'�
-2
$O
N 04°46'S3'E
J n ADJUST MH
51.81 4
O
2059.08'
F 20]G. -:.
SS B•
DBR 334 PC
OpINV
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2 0.09' 8•p\P
W
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NV-205
c
T4C0N
E
E
F
EG'.
o .00
+a 4 INVP 20TI 30 m I
205444'
N 84°01'33• O
+6,4 b END y� CLIFTON JONES .., s E
E
HMO _---_—____�N
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— FE21 xTI
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ti
19 V, 1208 PG 815 E �E F
z.• a 91
BTINY PROPERTIES, LLC
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aLT _ DB 2054 PG 805 n
265H
1N E �e _
NAIL
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6
I
�' II
_
?062.12'
DJUST MH 60
fy
j19 ELOCATE
I
RID
4
�4
x. 6 III
NOT DISTURB EXISTING UIG U
SM2 ELEVATIp
O
\NN;205
/�
1A 06 NAINQ2064.T4
CONTRACTORUTIL TIES
BM21S 233
� L
r
n W �
tOP_205
I�OPv?206t 5'0, 3
PRIOR CONSTRUCTIOONLL
RRNSP kEON 2�T100 404 RIOHi3q �li"rc'
SEi IN BASE v INV_2063.6g
4Y[A�'0 DRNEI Q
�
y
y Z \N
THE
OF 18' MAP LE
—
F
¢2
cc��>
j
ALONG THE OUTSIDE OF EXISTING WHITE
A NG OUTSIDE OF EXEXISTIISTING
N TJ 28 EDGELINE. INSTALL 2'4i"GONG. CURB AND
CONCRETE APRON PER NCDOT STD 84B.03
�J
44
,_.:.,..
J� ,:,� GUTTER TO EXISTING ROAD GRADE PER NCDOT
+o
(TYPICAL). DEPRESS SIDEWALK AS
REQUIRED. MAIN TA IN MIN. 4' SIDEWALK
SAWCUT AND REMOVE EXISTING ASPHALT
ALONG THE OUTSIDE OF EXISTING MITE
W
27y STD DETAIL 84601. (TYPICAL)
NADTH BEHIND APRON. SEE
EDGELINE. INSTALL CONIC. CURB AND
I
4
ADJUST MH
G DETAIL
NO, 3 FOR DRIVEWAY PAVING DETAIL
GUTTER G R W
GUTTER TO EXISTING ROAD GRADE PER NCDOTLE
yl
�N 2
Tm TO
R1 REMAIN REMAIN
STD DETAIL 846.01.(TYPICAL)
'Z
a¢R
T
y
MEDATA TRANSITION FROM 2'E" CONIC. CURB AND
SSW O
MSM ��% GUTTER TO 2' CONIC. VALLEY GUTTER
xwwIw1
Sy
�. �
D'�5 ICI
PROP TDEPRESSED CONIC
)�pjR�,
T� CONCRETE APRONPER NCDOT STD 848.03
BIDEWALK.CONSTRUCT T05'BACK OF
q Q
R /pAOpO'
R I,y�r�• (TYPICAL). DEPRESS SIDEWALK AS
PROPOSED VALLEY GUTTER
k\ \
N
REQUIRED. MAINTAIN MIN. 4' SIDEWALK
WIDTH BEHIND APRON. SEE TYPICALSECTION
E EXISTING
INSTALL SIDEWALK FLUSH WITH EXISTING
PARKING LOT. SEE TYPICAL SECTION NO. 2
Q� p
NO. 3 FOR DRIVEWAY PAVING DETAIL
SHEET 2A-1. MAINTAIN MIN 4'SIDEWALK
I,
I,
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACT
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)
IH
-L- 43+73 LT TO 43+83 LT
Creek Excavation/Armoring
0.01
< 0.01
17
1 B
-L- 42+84 RT TO 43+24 RT
Creek Excavation/Bank Stabilization
0.01
80
80
1
-L- 43+21 RT TO 43+53 RT
60" CSP
10
1
-L- 43+64 LT TO 43+94 LT
60" CSP
7
1 C
Temporary Dewater Work Area
2
42" CSP
2A
Temporary Dewater Work Area
26
rip rap
2C
rip rap
TOTALS*:
0.02
< 0.01
16
9
0
*Rounded totals are sum of actual impacts
NOTES:
139 355
2018 Feb