HomeMy WebLinkAbout20191252 Ver 1_B4635utilities_combined_20191113M
TA
See Sheet 1B for Conventional Symbols
L
9
VICINITY MAP
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
NEU PERMIT PLANS
SAMPS01� COUNTY
LOCATION: REPLACE BRIDGE #9 OVER SOUTH
RIVER OVERFLOW ON US 13
TYPE OF WORK: RELOCATE TRANSMISSION POWER LINE
NE-02 4
o
o BRIDGE 9
202
----------- -----
--=
TO 1-95
_---'-
—-------------------
• coil -L- US- ------------------------' r '--------------
=L= US l
t
I �
0
BEGIN TIP PROJECT B-4635
-L- POT STA 12+21.07
=-DETL- POT STA 9+91.51
BEGIN BRIDGE
-L- POT Sta. 18+97.31
r• • Il CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III.
I L01
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN DATA
PROJECT LENGTH
ADT 2019 =
4,184
ADT 2039 =
6,104
LENGTH ROADWAY TIP PROJECT B-4635 = 0.278 MILES
K =
9 %
LENGTH STRUCTURE TIP PROJECT B-4635 = 0.032 MILES
D =
60 %
T =
19 %
V =
60 MPH
TOTAL LENGTH TIP PROJECT B-4635 = 0.310 MILES
* TTST =
14 DUAL 5
FUNC CLASS =
MINOR
ARTERIAL
REGIONAL TIER
NE-03
g
g END BRIDGE
-L- POT Sta. 20+63.89
1
NCDOT CONTACT: DAVID STUTTS, PE
PLANS PREPARED FOR NCDOT BY:
2610 MCLIFF ROAD
SUITE 410
RALEI�RRy 27607
H,
Dewberry
PHON
PHONE 9N.. F 0929
19 81.99
NC COA No. F-0929
2018 STANDARD SPECIFICATIONS
DENNIS J. MORY, P.E.
RIGHT OF WAY DATE:
PROJECT ENGINEER
ANNE MARIE PRIETO, P.E.
APRIL 3, 2019
LETTING DATE:
PROJECT DESIGN ENGINEER
OCTOBER 15, 2019
STwTe
STwTe PROIeCT RePBReNCB NQ
N,�,
B-4635
E-
l
P—N0.
. w. PROD.
68CRIPION
38446.1.2
P. E.
38446.2.1
WW
38446.3.1
CONST.
Utility Drawings
Sheet 1 of 3
TO
US 421
END TIP PROJECT B-4635
-L- POT STA 28 + 60.07
--DETL- POT STA 26+35.00
DOCUMENT NOT CONSIDERED FINAL I
UNLESS ALL SIGNATURES COMPLETED J
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
P.E.
i
----------- -
�----
PROTECT REFERENCE NO. SHEET NO.
Dewberry
a B-4635 NE-03
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
O
N
Utility Drawings
Sheet 3of3 Z
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I N
A=0.106 ACRE
NEW SREMC -L- POT Sta 29+37.45 =
2 -DETL- POT Sta. 27+12.39
N Sta. 23+5§IBYLO
OR 1779 PG 927DWIN
Y END RESURFACING
END GRADE END TIP PROJECT B-4635
BEGIN RESURFACING -L- POT Sto.28+60A7 = /
+Sono �+ �� /AERIAL -L- POT SIo.24+25Op -DETL- Sfo.26+35.00
970 LT SREMC NEW SREMC ,,nn,,
+00.00 AERIAL +50.00 POLE W
\ SREMC 97.00' LT / /
O 1 85.11' T � JL \ AERIAL LJ
O PUE PUE +00.00 PASTURE SREMC
O
+ exisnxc pvE Q A-
y W
Q .. X_ X X xs X x X )(?9"wW W/ SXBW XXXX %
�.ix vow uae r or oix,rna-n �i�e nxJn�, XX4,/
+.. -- 1 PS A GREU 350
V�
_---
12' -L- 12' EX. <.,NF —_ — _— 0 r
12'
US /3 12' g Ex. MILLING AND OVERLAYro sar✓Ers coawer+ ---------- LL _ GREU 350 TL-310' PS
XIF
—+XXX X�S< X X X X XX X X i S ELEC X X XX X X X;X XXX
H a �
2 + E— \+oo oQ exisrwc Riw
�' �. Y E EX. RW
+ 00 �, +50.0
NW < 81. ' RT E .L. EX. RNJ E / .. .. .. . . . . .. .. . . .
< +50.00'Y mHMul -. .. .. -. .. .. .. .. .. .. ..
1 5.0(�RT — — NEW SREMC SREMC POLE
POLE REMOVED
,Y �. � SREMC POLE
REMOVED
WOODS
WOODS
o DENOTES HAND
SIBYL P. GODWIN CLEARING
DB 1779 PG 927
c
SITE
mL
I a
ri
m
w
z
r�
cD
m
m
N
0
A
PARCEL INDEX
o0
o-�
�a
—Y
pE
N�
U�
O�
�z
PARCEL No.
SHEET No.
PROPERTY OWNER NAME
1
4
JEFFREY TIPPETT, ET ALS
2
4,5
SIBYL P. GODWIN
3
4,5
SIBYL P. GODWIN
of
SEE SHEET 8 FOR -L- PROFILE
m
CM
70
Qi
67
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 12+93 TO 19+53 LT
TRANSMISSION LINES
0.505
1
L 20+27 TO 21+50 LT
TRANSMISSION LINES
0.075
2
L 21+50 TO 23+58 LT
TRANSMISSION LINES
0.106
TOTALS':
0.00
0.00
0.00
0.00
1 0.69
0.00
0.00
0
0
0
`Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb 1 JriC.C.1 1 VC 1 I