20190909 Ver 1_EB-5923 Skyland Dr PERMIT DRAWINGS_annotated__20190708

STwTe
STATB PRO]BCT RBFeReNCe N
SH66T
NO.
TOTAL
SH88TS
Nod.
EB-5923
�
8TAT6 PROI. NO.
A.APAOS.NO
DDHCRIP'fION
47589.1.1
WA
PE
47589.2.1
WA
WW & UTIL
47589.3.1
WA
CONST.
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
sal
nz
■ 144z
1522
N END1439 1 24 1443 �Z JACKSON COUNTY
PROJECT ON PROJECT
1 2 1440 1511
23
1 9Fe�1439 14 1 144 ]4 1� 1786
M LOCATION: SR 1432 (SKYLAND DRIVE) FROM
= 147 US 23 BUS (ASHEVILLE HWY) TO
W 437 a„ , Vim„ SR 1429 (CHIPPER CURVE RD. )
lsos
2]40
L' • 1- 33 TYPE OF WORK: SIDEWALK, GRADING, DRAINAGE, RETAINING WALL, PAVING
CAI
Harold SL �% 1793
V Sylva BEGIN
a
13H PERMIT DRAWINGS
BEGIN
�T1 Norfolk � la PROJECT 1449
IV\ Oz" 3 1Z1�
O s PERMIT DRAWING
1 lv.J ius SHEET 1 OF 4
12. 1355 ,D]
�?� 14a9
1354
]zo
VICINITY MAP NOT TO SCALE 6
7
E D PROJECT EB-5923
\ -L- ST 5+92
SR N432 (SOLAN
p DRNE I I.
-----------------------------
� � e
S19 PROJECT EB-5923
A �
CN
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a
O lee Mattern & Craig
SURVEYORS
12 BROAD STREET
ASHEVILLE, NORTH CAROLINA 28801
[phone] DOCUMENT NOT CONSIDERED FINAL
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD H FAX [phone] UNLESS ALL SIGNATURES COMPLETED
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH HYDRAULICS ENGINEER12
30 15 0 30 60 V = 40 MPH
PLANS FUNC CLASS = LENGTH OF ROADWAY TIP PROJECT EB-5923 = 0.645 MILES
SUB —REGIONAL TIER P.E.
SIGNATURE: m 59
- ROADWAY DESIGN
AADT: 6900 TOTAL LENGTH OF TIP PROJECT EB-5923 0.645 MILES ENGINEER
OOP Tit A���
V P.E.
SIGNATURE.
Prepared In the Offloe of:
MATTERNoAf� ] CRAIG
ASAP P]LLP, NC 38801
FOR NCL10r DIVISION OF HIGHWAYS
2018 STANDARD SPECIFICATIONS
AARON CARVER, PE
RIGHT OF WAY DATE:
PROJECT ENGINEER
NICK WOODS
J U N E 2018
PROJECT DESIGN ENGINEER
LETTING DATE:
APRIL 2019
WES JAMESON, PE
NCDOT DIVISION ]4 CONTACT

I,

I,

WETLAND AND SURACE WATER IMPACTS 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- 43+73 LT TO 43+83 LT
Creek Excavation/Armoring
0.01
< 0.01
-L- 42+84 RT TO 43+24 RT
Creek Excavation/Bank Stabilization
0.01
-L- 43+21 RT TO 43+53 RT
60" CSP
10
-L- 43+64 LT TO 43+94 LT
60" CSP
7
TOTALS*:
0.02
< 0.01
16
0
0
*Rounded totals are sum of actual impacts
NOTES:
2018 Feb