20171274 Ver 1_Impact Information_20171009 (2)

VICINITY MAP

T
V
=
=
=
=MPH
ADT
ADT

FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
9/25/2017Q:\RA\9839\CADD\630103\Hydraulics\PERMITS_Environmental\Drawings\B5668_hyd_tsh_buff.dgnjreckCONTRACT:TIP PROJECT:ART
MEN
N ASO
H
DEPTO
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAPROFESSIONA
LE
NG INEERNORTHCAROLINA
SEAL
026696
KCER .L YERF
FEJ
PROFESSIONA
LE
NG INEER
N ORTH CARO
LINA
SEAL
DIER .R .T015869
1101
1108
1108
1107
1106 1100
1100
1105
1100
1175
1105
Bailey
4
NCDOT CONTACT: VIRGINIA MABRY
MANAGER - PRIORITY PROJECTS UNIT CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD II
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
PROJECT
BEGIN
DETOUR
264
AUGUST 28, 2017
AUGUST 28, 2017
TRENT E. HUFFMAN, P.E.
TIM R. REID. P.E.
PAVING, GRADING, GUARDRAIL, DRAINAGE,
PAVEMENT MARKINGS AND STRUCTURE
460
N/A
2017
2037
DUAL 3%
SUB-REGIONAL TIER
PROFILE (HORIZONTAL)
B-5668
B-5668See Sheet 1B for Conventional Symbols
See Sheet 1A For Index of Sheets
-L- POT STA. 11+20.00
BEGIN STATE TIP PROJECT B-5668
6%*
50
* TTST =3%
LOCAL
=0.080 mi.
=0.022 mi.
=0.058 mi.
NASH COUNTY
BRIDGE NO. 630103 OVER HAW BRANCH
ON SR 1105 (OLD MIDDLESEX ROAD)
45623.3.1
PE
R/W
UTIL
CONST
204047TO BAILEY
TO MIDDLESEX
HAW BRANCHHAW BRANCHA
264 A
264 581
581
264
PROJECT
END
LENGTH OF STATE PROJECT B-5668
LENGTH OF STRUCTURES TIP PROJECT B-5668
LENGTH ROADWAY TIP PROJECT B-5668

RALEIGH, NORTH CAROLINA 27609
4700 FALLS OF NEUSE ROAD, SUITE 300
[phone] VOICE [phone] FAX
NC License NO.: F-0105
-L- STA. 12+69 +/-
BEGIN BRIDGE
-L- STA. 13+84 +/-
END BRIDGE
(OLD MIDDLESEX ROAD)
-L- SR 1105
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
20
20
4
10
10
20
20
4 8
40
40
2
-L- POT STA. 15+40.00
END STATE TIP PROJECT B-5668
1110

45623.2.1
45623.2.1
45623.3.1
SHEET 1 OF 5
BUFFER DRAWING
BUFFER IMPACTS PERMIT
NAD 83/NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-5668
9/25/2017Q:\RA\9839\CADD\630103\Hydraulics\PERMITS_Environmental\Drawings\B5668_HYD_psh_04 - buff.dgnjreck8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
025025BRIDGE 630103
SHEET 2 OF 5
BUFFER DRAWING
GRAPHIC SCALE
0'40'40'
T
BL-2 HAW BRANCHHAW BRANCH
EXISTING RW
EXISTING RW EXISTING RW
EXISTING RW
SR 1105 (OLD MIDDLESEX RD) 20' BST SR 1105 (OLD MIDDLESEX RD) 20' BST
BM#1
THE HISTORIC HIGH WATER MARK=167.96'-L- PC Sta. 14+10.20PI Sta 15+38.41
D
L = 256.42'
T = 128.21'
R = 45,000.00'
SE = NC
DS = 50 mph15BEGIN STATE PROJECT B-5668
STA 11+20.00
BEGIN CONSTRUCTION
END STATE PROJECT B-5668
STA 15+40.00
END CONSTRUCTION
TB 2GI
TB 2GI15"15"ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
F
F
F
F
F
F
F
F
5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9/25/2017Q:\RA\9839\CADD\630103\Hydraulics\PERMITS_Environmental\Drawings\B5668_hyd_psh_pfl_05 - buff.dgnjreckDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HORIZONTAL
VERTICAL
FOR -L- PLAN SEE SHEET 4
12
180
B-5668 5
11 13 14 15
140
150
160
170
190
200
210
220
180
140
150
160
170
190
20 10
4 4 8
20 40
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
2
SHEET 3 OF 5
BUFFER DRAWING
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
=
=
=
=
=
=
=
=
=
=
=
ELEV = 173.57'
-L- STA 11+20.00
BEGIN GRADE
ELEV = 176.77'
-L- STA 15+40.00
END GRADE
(-)0.3000%
(+)0.5109%(+)2.5385%
K = 99
PI = 11+60.00
EL = 173.45'
VC = 80'
DS = 51 mph
PI = 14+72.00
EL = 175.04'
VC = 130'
DS = 40 mph
K = 64
-L-
SR 1105 (OLD MIDDLESEX ROAD)
1300
25
1900
100
500+
>2600
173.5
07/26/2017
164.0
STA 12+69+/-BEGIN BRIDGE @ FILL FACESTA 13+84+/-END BRIDGE @ FILL FACE11+49.60LOW POINTEXISTING GROUND 56.3'-21" CSU
2'-6" CAP
2'-6" CAP
56.3'-21" CSU
EXISTING K = 47 (34 MPH)
PROPOSED GRADE
WS ELEV = 164.0' (07/26/2017)
BRIDGE 630103
168.8
169.5
25-YR WSEL = 168.8'
100-YR WSEL = 169.5'
(-)0.7212% (EX)
(+)3.0155% (EX)
ABUTMENT
RETAIN EX.
REMOVE EX. ABUTMENT
RR SPIKE IN BASE OF 15" TWIN SWEET GUM
L STA 14+69.23 30.11' LT
N : 738317 E : 2254053
TBM-1 ELEVATION = 170.81'
ELEV. = 167.0'
CAUSEWAY
TEMPORARY
ROAD
CROSSING BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
1 Bridge -L- 12+10 TO 14+31 3676.0 1701.0
TOTAL:3676.0 1701.0 0.0 0.0 0.0 0.0 0.0 0.0
Rev. SEP 2016
IMPACT
RIPARAIN BUFFER IMPACTS SUMMARY
TYPE
SITE NO.
STRUCTURE SIZE /
TYPE
STATION
(FROM/TO)
ALLOWABLE MITIGABLE
BUFFER
REPLACEMENT
SHEET 4 OF 5
PROJECT: 45623.3.1 ( B-5668)

DATE 09/25/2017
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS

NASH COUNTY
Rev. Jan 2009
ZONE 1
(ft2)
ZONE 2
(ft2)
1 290 146
TOTAL:290 146
WETLANDS IN BUFFER IMPACTS SUMMARY
SHEET 5 OF 5
PROJECT: 45623.3.1 ( B-5668)

DATE 09/25/2017
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS

NASH COUNTY
WETLANDS IN
BUFFERS
SITE NO.
STATION
(FROM/TO)