20191366 Ver 1_B-4605_Buffer Drawings_2019-09-10 final_20191007

See Sheet 1A For Index of Sheets
See Sheet 18 For Conventlonal Flon Sheet Symbols
See Sheet 1 C- 1 For Survey Control Sheet
NOR F LK OLJ HERNRAILWAY
33
764
1760
766 11760
ND
GRIME TOWN
1778
LIMITS
1760 1767 1768
33
1777
PROJECT
LOCATIO
P�
1771
1565
—
175
-
P
1777
�
1770'�Nd
— 1756
c eed
1772
1780
oss oads
Crds
Crossroa s\
1777
—
1781 1565
—
1782
VICINITY
MAP
0 0 OFFSITE DETOUR
-L- STA. 1 "
TO HAMS
CROSSROADS
E
STATE OF NORTH CAROL INA
DIVISION OF HIGHWAYS
PITT COUNTY
LOCATION: REPLACE BRIDGE S OVER CHICOD CREEK
ON SR 1777
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
-- . — -L- SR 1777
BUFFER IMPACTS
SITE 1
T
W
U
END TIP PROJECT B-4
-L- STA. 17 + 00.00
I
(BLACKJACK-GRIMESLAND _ RD)_ -_,^, TO GRIMESLAND
TOTAL
B-4605
TQ PROJ. NO.
.w.PROl.
FSCRIP]TON
38430.1.3
BRZ-1777 007
PE
38430.2.1
BRZ-1777 007
RM/ & UTIL
38430.3.1
BRZ-1777 007
CONST.
PERMIT DRAWING
SHEET 1 OF 5
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II DOCUMENT NOT CONSIDEREDFINAL
UNLESS ALL SIGNATURES COMPLETED
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
GRAPHIC SCALES
50 25 0 50 100
DESIGN DATA
ADT 2019 = 1370
ADT 2039 = 1690
K = 12 %
D = 55 %
T = 5 % •
V = 60 MPH
* TTST 1% + DUAL 4%
FUNC CLASS -
MINOR COLLECTOR
SUB -REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT B-4605 = 0.077 mile
LENGTH STRUCTURES TIP PROJECT B-4605 = 0.027 mile
Prepared For:
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
TGS TGS ENGINEERS �-
EN^iNeea 706 HILLSBOROUGH ST PH [phone]
1�
CORP LICENSE NO
suirEzoo G-0275
RALEIGH, NC 27603
HYDRAULICS ENGINEER
SIGNATURE:
R®fir
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@r
Q
g
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PLANS
550 25 0 550 100
2018 STANDARD SPECIFICATIONS
V. MARCUS LOWERY, PE
TOTAL LENGTH TIP PROJECT B-4605 = 0.104 mile
RIGHT OF WAY DATE:
OCTOBER 26, 2018
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE,
PROFILE (HORIZONTAL)
10 5 0 10 20
PROJECT ENGINEER
MICHAEL AMAN, P.E.
LETTING DATE:
SEPTEMBER 25, 2019
NCDOT DIVISION 2 CONTACT
PROFILE (VERTICAL)

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
(ft2)
ZONE 2
(ft)
TOTAL
(ft)
ZONE 1
(ft)
ZONE 2
(ft)
TOTAL
(ft)
ZONE 1
(ft)
ZONE 2
(ft)
1
3 @ 45' CSU Bridge
-L- 13+20 to 13+80 LT
X
225
475
700
1
3 @ 45' CSU Bridge
-L- 13+00 to 13+70 RT
X
980
55
1035
1
3 @ 45' CSU Bridge
-L- 14+50 to 15+10 LT
X
340
280
620
1
3 @ 45' CSU Bridge
-L- 14+55 to 15+00 RT
X
120
505
625
TOTAL:
1665
1315
2980
0.0
0.0
0.0
0.0
0.0
NOTES:
Total Buffer Impacts = 0.07 Ac
Rev. SEP 2016

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
SITE NO.
STATION (FROM/TO)
ZONE 1
(ft)
ZONE 2
(ft)
1
-L- 13+30 to 13+55 LT
0
195
1
-L- 13+10 to 13+50 RT
335
0
1
-L- 14+50 to 15+10 LT
1 335
210
1
-L- 14+60 to 14+95 RT
1 70
300
ITOTAL: 1 1 740 1 705 1
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
Pitt County
PROJECT: 38430.1.3
B-4605
12/14/2018
SHEET OF
Rev.Jan 2009