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See Sheet lA For Index of Sheets
See Sheet 1B For Conventional Plon Sheet Symbols
See Sheet IC- 1 l-or Survey Control Sheet
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GRAPHIC SCALES
DESIGN DATA
ADT 2019 = 5576
50
25 0 50 100
ADT 2040 = 8600
K = 8 %
PLANS
D = 55 %
50
25 0 50 100
T = 9 %
V = MPH
50
VDIT = 5 0 MPH
PROFILE (HORIZONTAL)
* TTST = 2% DUAL = 7%
10
5 0 10 20
FUNC CLASS =
'-
MAJOR COLLECTOR
REGIONAL TIER
PROFILE (VERTICAL)
STATE OF NOR°J['1H[ CAff8c01L,dNA
DIVdSION OF HIGHWAYS
PAMLICO COUNTY
LOCATION: BRIDGE NO.38 ON NC 55 OVER TRENT CREEK
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE.
BUFFER IMPACTS PERMIT
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT B-4593 = 0.254 MILES
LENGTH STUCTURE TIP PROJECT B-4593 = 0.030 MILES
TOTAL LENGTH OF TIP PROJECT B-4593 = 0.284 MILES
NCDOT CONTACT: DAVID STUTTS, PE
Prepored In Me Office of:
USUMNIT Voi e:(919)732- 8838-8661
Fax: (919) 732-6776
DESIGN AND ENGINEERING SERVICES—Summitde.net
FIRM NoP-0339
2018 STANDARD SPECIFICATIONS
BRANDON W. JOHNSON, PE
RIGHT OF WAY DATE:
PROJECT ENGINEER
FAITH E. JAHNKE, PE
NOVEMBER 1, 2018
LETTING DATE:
PROJECT DESIGN ENGINEER
MAY 21, 2019
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SHEET
HEETS
SHEETS
B-4593
STATE PRQI.NQ
P.A.PR-NQ
DBECRIPTIQN
38422.1.2
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38422.2.1
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R/W, Utilities
38422.3.1
-
CONST.
BUFFER DRAWING
SHEET 1 OF 5
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SIGNATURE:
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UNLESS ALL SIGNATURES COMPLETED
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PROJECT REFERENCE NO. I SHEET NO.
TYPE -III
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SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP
TYP\�l I BUFFER DRAWING
SHEET 2 OF 5
ALLOWABLE IMPACTS ZONE 2
TYPE -III PI Sto //+9OJ4 \0 0 = 2'46'I7.6(LT) N�GNP?9 \ ® ALLOWABLE IMPACTS ZONE 1
D = 0' 43' 442' a3
L = 38021' NPO
T = 190.14'
R = 7460.00'
SE = RC
RO = 54'
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PI Sto 10+99.74
PI Sto /4+34.46
PI Sto 17+2458
A = 6'/02I.0'(RT) A = 8'24'09e(LT) A = 3'51'003'fLTt
D = 3' 0650.0'
D = 3' 06' 50.0'
D = 3' 0650.0'
L = 19929'
L = 269.85'
L = 123.64'
T = 99.74'
T = 135.16'
T = 61.84'
R = 1,840.07
R = 1,840.07
R = 1,840DO'
SE = 04
SE = 04
SE = 04
RO = 96'
RO = 96'
RO = 96'
RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS
BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type CROSSING IMPACT BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1
15+37 -L- LT to 18+09 -L- LT
Proposed Bridge
X
425
373
798
1
16+09 -L- RT to 18+12 -L- RT
Detour Bridge
X
1371
880
2251
1
1
1
1
TOTALS*:
1796
1 1253
1 3049
0
1 0
1 0
1 0
10
NOTES:
Revised 2018 Feb
WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
ZONE 1 ZONE 2
SITE NO. STATION (FROM/TO) (ft) (ft)
1 15+37 to 18+09 -L- LT 22 73
1 1 1 16+09 to 18+12 -L- RT 1 1 597 1 389 1
(TOTAL: 1 619 1 462 1
1Revised 2018 Feb
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
3/25/2019
PAMLICO COUNTY
B-4593
BRIDGE REPLACEMENT ON NC HWY 55 BYPASS
OVER TRENT CREEK
SHEET 5 OF 5
Rev.Jan 2009