HomeMy WebLinkAbout20191015 Ver 1_80094_Permit Drawings_2019-07-18 (2)_20190730a
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See Sheet 9A For Index of Sheets
'1703 2685
_ 17 26 a �yF
17,93 � k700
BEGIN PROJECT 2 END �ROJECT
- 1003
1003
RC JZ
ti LODG
—t792
174
a
Ii26
VICINITY MAP
STATE E OF NORTH C I" OLIN .
DIVISION OF HIGHWAYS
JOHNSTON COUNTY
LOCATION. SR 1003 (BUFFALO ROAD) FROM SR-1702 (ARCHER
LODGE ROAD) TO 1350' NORTH OF SR-1702 (ARCHER
LODGE ROAD)
TYPE OF WORK: GRADING, DRAINAGE, AND PAVING
PERMIT DRAWINGS
-L - POC 12 +58.81 -L - POT 26 +00.00
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ARCHER LODGE
PERMIT DRAWING
SHEET 1 OF 8
ovN��
�O *
PEE G
INCOMPLETE PLANS
M NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Prepo/ee In He Offlce of:
HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
50 25 0 50 100
ADT 2013 = 4300
V = 50 MPH
LENGTH ROADWAY TIP PROJECT 80094 = .254 MI.
1000 Birch Ridge Dr., Raleigh NC, 27610
2018 STANDARD SPECIFICATIONS
®o
PLANS
TOTAL LENGTH TIP PROJECT 80094 = MI.
Pam.
a
FUNC CLASS =
.254
SIGNATURE:
50 25 0 50 100
MINOR ARTERIAL
SUBREGIONAL TIER
RIGHT OF WAY DATE:
R.L. KEETER, PE
OP,
ROADWAY DESIGN
ENGINEER
PROJECT ENGINEER
PROFILE (HORIZONTAL)
10 5 0 10 20
LETTING DATE:
D.R. ETHRIDGE
SIGNATURE: PE
8wA,���
PROJECT DESIGN ENGINEER
PROFILE (VERTICAL)
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)
-L- 25+45 to 25+60 LT
Bank Stabilization
< 0.01
< 0.01
16
17
TOTALS*:
< 0.01
< 0.01
16
17
0
*Rounded totals are sum of actual impacts
NOTES:
Permanent Stream Impacts = 16 Ft
Temporary Stream Impacts = 17 Ft
Revised 2016 09 09
RIPARIAN BUFFER IMPACTS SUMMARY
IMPACT
BUFFER
REPLACEMENT
SITE NO.
STRUCTURE SIZE /
TYPE
STATION
(FROM/TO)
TYPE
ALLOWABLE
MITIGABLE
ROAD
CROSSING
BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft)
ZONE 2
(ft)
TOTAL
(ft)
ZONE 1
(ft)
ZONE 2
(ft)
TOTAL
(ft)
ZONE 1
(ft)
ZONE 2
(ft)
1 @ 36" RCP -IV
-L- 24+72 to 26+80 LT
X
3191.5
2228.0
5419.5
TOTAL:
i
1
1 3191.5
1 2228.0
1 5419.5
1 0.0
1 0.0
1 0.0
1 0.0
0.0
NOTES:
Total Buffer Impacts = 0.12 Ac
Rev. SEP 2016
WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
STATION ZONE 1 ZONE 2
SITE NO. (FROM/TO) (ft) (ft)
0 0
TOTAIL:l 1 01 0
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
Johnston County
PROJECT: 50138.1.121
(80094)
8/30/2018
SHEET OF
Rev. Jan. 2009