HomeMy WebLinkAbout20190993 Ver 1_B5659_WETLAND_PERMITS_20190606_20190723See Sheet I -A !- or Index of Sheets
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NOTE:
PRELIMINARY IMPACT SUMMARIES ARE
SUBJECT TO CHANGE
DEPENDING ON UTILITY DESIGN
AND FINAL ROW
STATE
i 1T C1�A�i ROLINA
y1r ®r F NORTH
DIVISION JL�JL®� ®Jl' HIGHWAYS ��� SUBMITTAL E-00/
PREL RDY PLANS
MARCH , /7017
(J L
JOHNSTON. COUNTY
,TATB
"ATB PRae�P RBPBRBNCB NP
No
�T,�,
B-5659
]L
RATE I —NO
P.A —.—
OtlCRIP1fON
384/0.3J
BRZ-2/43(002)
P.E.
38410.3.1
BRZ-2/43(002)
R/W
38410.3.1
8RZ-2143(002)
CONST
LOCATION: BRIDGE NO. 500432 OVER. CATTAIL CREEK
ON SR 1738 (EATMON ROAD).
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE.
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN TIP PROJECT B-5659
-L- STA.10+55.00
END BRIDGE END TIP PROJECT B-5659
—L— STA.14+27 +/— —L— STA. 17+70.00
I
I
BEGIN BRIDGE 1
—L— STA.13+47
g,
T0D\ENo �10 0a8�E a
I � I
m
EATMON R0.6R1738 2
-432 \
I \\
1 \
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
GRAPHIC SCALES
30 15 0 30 60
PLANS
25 12.5 0 25 50
PROFILE (HORIZONTAL)
5 2.5 0 5 10
PROFILE (VERTICAL)
DESIGN DATA
ADT 2016 = 130
T = 6 %
V = 30 MPH
* TTST = 3% DUAL = 3%
FUNC CLASS =
RURAL LOCAL
SUB REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY PROJECT = 0.120 MI
LENGTH STRUCTURE PROJECT = 0.015 MI
TOTAL LENGTH OF PROJECT = 0.135 MI
NCDOT CONTACT: VIRGINIA MABRY
MANAGER, PRIORITY PROJECTS UNIT
Pre (ed rh' 1—,,M1, NC 2]605
SEPI IDz5 w: Ne 2en5
%tCe Te1:919-789-997]
of
�%;
[ ry a l x[[ P l ry a a Fax.919-]89-9591
12012
x License. C-2197
FOR THE NORTH CAROLINA DIVISION OF HIGHWAYS
STANDARD SPECIFICATIONS
JOHN LANSFORD, PE
RIGHT OF WAY DATE:
PROJECT ENGINEER
KEITH BRIDGERS
NOVEMBER 15, 2016
LETTING DATE:
PROJECT DESIGN ENGINEER
NOVEMBER 15, 2016
PRELIMINARY PLANS
PERMIT DRAWING
SHEET 1 OF 11
❑
Boone, NC
828-355-9933
V&"
❑
Tri-Cities. TN
423 -467-8401
❑
Knoxville, TN
Vaughw&Mellon
865-546 5800
Consulting Engineers
❑
Spartanburg,SC
864 574-4775
Asheville,
❑
Charleston, SC
■ North Carolina
843 974-5650
828.253-2796
❑
Middlesboro, KY
❑ Raleigh, INC ❑ Charlotte, NC
606-248-6600
919-977-9455 704-357.0488
0
Atlanta, GA
770. 627. 3509
`Copyright a 2006 Vaughn & Melton, Inc.
All Rights
Reserved
HYDRAULICS ENGINEER
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033023
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ATURE:
ROADWAY DESIGN `�N
ENGINEER a' 4;uss.
ea6dSEAL % t
-5435
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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-------------- _
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WOOD—ESr170N
EST.5 SYGF \
L. "I I" RIP RAP
TO ELEV 206.9 Y<
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PERMIT DRAWING
SHEET 4 OF 11
PDE
F
SITE�� 2
Do
RIDGE
#q32 1:
y
0
PROJECT REFERENCE NO. SHEET NO.
B -5659 4
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
1025 Wade Avenue
Raleigh, NC 27605 INCOMPLE E PLANS
SEPI Te1:919-789-9977 DO NOT USE FOR / W ACQUISITION
ENGINEERING & Fax:919-789-9591
CONSTRUCTION License:C-2197
DOCUMENT NOT CONSIDERED FINAL
SITE a UNLESS ALL SIGNATURES COMPLETED
- � PECIAL LATERA
C L. ' I I' RIP RAP ��
TO STA. 14 + 4 0 -
*040
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EST. 1 TON
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TB 2 G I
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EXC VATE TO L�V 20
RET IN EXISTIN
ABUL/ MENTS
BELFxEV�202.1\
DENOTES FILL IN
WETLAND
3p6L\ CL. 'B' RIP R,
EST. 1 T
\ / ES SYGF
1 A; SRC' P-I V
JOSE GO
�> � ' GRAPHIC
CL. "II"RIP
TO ELEV 30 15
SCALES
30 60
PLANS
DENOTES MECHANIZED
CLEARING
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2
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C L. ' 6' RI P RAP -
WOO 8'M-ESfi1-TO N
EST. 5 F
L. "II" RIP REAP
TO ELEV 21�6.
NT
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PERMIT DRAWING
SHEET 5 OF 11
—__
PDE
F
,SITE 2
PROJECT REFERENCE NO. SHEET NO.
B -5659 4
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
1025 Wade Avenue
Raleigh, NC 27605 INCOMPLE E PLANS
Te1:919-789-9977 DO NOT USE FOR / W ACQUISITION
ENGINEERING & Fax:919-789-9591
CONSTRUCTION License:C-2197
DOCUMENT NOT CONSIDERED FINAL
SITE a UNLESS ALL SIGNATURES COMPLETED
(jf" 11' RIP RAP
PECIAL LATERA
S
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S A. 14+40-
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DENOTES FILL IN
WETLAND
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SCALES
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30 60
DENOTES MECHANIZED
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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
12+03 TO
1 @ 45', 1 @ 35' 21" PCCS
0.05
0.03
13+88 -L-
AND ROADWAY FILL
2
13+73 TO
EXISTING ABUTMENT REMOVAL
0.01
74
14+00 -L-
AND PROPOSED INTERIOR
BENT INSTALLATION
3
14+12 TO
1 @ 45', 1 @ 35' 21" PCCS
< 0.01
0.01
14+77 -L-
AND ROADWAY FILL
TOTALS*:
0.06
0.04
0.01
0
74
0
*Rounded totals are sum of actual impacts
NOTES:
Temporary surface water impacts due to existing abutmant removal
and proposed interior bent placement.
2016 09 09