20191547 Ver 1_BR-0113_Buffer Drawings_20191029_20191107

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See Sheet 1-A For Index of Sheets
See Sheet 1-8 For Conventional Symbols
See Shhet IM192CFO Sheets
48 1300 1607
PROJECT SITE
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STATE OF NORTH A �j` O � w I N PPATB BTATE PRO BCT RPPRR6NC6 NO. �L
N.
T TOTA
fL�/� d/�]\1 SHBP
DIVISION OF HIGHWAYSSTATB PROLN0. P. A.PROl.N0. D69CRIPTION
48822.1.1 PE
48822.2.1 ROW, UTIL.
HALIFAX COUNTY
LOCATION: BRIDGE NO.410115 OVER ROCKY SWAMP
ON SR 1601 (SLEDGE RD.)
TYPE OF WORK: GRADING, DRAINAGE, PAVING & STRUCTURE
BUFFER IMPACTS PERMIT
4
,\Coi
SITE 1
BEGIN BRIDGE / END BRIDGE
6� -L- STA. 15+63.BD �o Ir STA.16+56.DD $
ti ROC Y SWAMP j l
SR 1601 (SLEDGE RD.) W
TO NC 48 �TIiSVILIE RD)
END NCDOT
4Jj PRO ECT BR-0113
BEGIN NCDOT PROJECT BR-0113 �..\ -L- POC STA. 19+30.00
-L- POT STA. M+38.00
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
11111111111----1
PROFILE (HORIZONTAL)
10 5 0 10 20
11111111111----1
PROFILE (VERTICAL)
DESIGN DATA
ADT 2019 = 340
T = 6 % *
V = 55 MPH
" (TTST = 3%Q +
DUAL =3%Q)
FUNC CLASS =
RURAL LOCAL
SUBREGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY PROJECT BR-0113 =
LENGTH STRUCTURE PROJECT BR-0113 -
TOTAL LENGTH PROJECT BR-0113 =
NCDOT CONTACT. • DAVID STUTTS, PE
PROJECT ENGINEER - PERPROGRAM MGT.
DIVISION OF HIGHWAYS
STRUCTURES MANAGMENT UNIT
1000 BIRCH RIDGE DRIVE RALEIGH NC, 27610
0.095 MILES
2018 STANDARD SPECIFICATIONS
0.017 MILES
EDWARD G. WETHERILL. PE
RIGHT OF WAY DATE:
JULY 24, 2019
0.112 MILES
PROJECT ENGINEER
GREG S. PURVIS, PE
LETTING DATE:
PROJECT DESIGN ENGINEER
JUNE 16, 2020
1223 Jones Franklin Rd.
�P 27606
D 0 Raleigh, N.C. -0377
ETHERILL License No.
ENGINEERING Bus: 919 851 8077
Fax: [phone]
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN - GISIGPS - CONSTRUCTION OBSERVATION
BRIDGE #41011 S
BUFFER DRAWING
SHEET 1 OF 4
NO DECK DRAINS
INCOMPLETE ]PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ITYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
P.E.

3 0' 0' 3 0'
zci
ITE
J0
GRAPHIC SCALE
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BUFFER DRAWING
o
SHEET 2A
OF 4
°a ROCK
SNP°
PLATE
1.5:1
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RACK P�L�—s
FROM
65 SY
—L—
STA. 14 + 75.00 TO 15 + 52.9
FLOODED TIMBER
LT
FROM A.
TO 17+15.00
16 + 67.06
LT — 35 SY
KY SWAMP
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IF F
— — —
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77
/
CLASS B P RAP
EST. 1 TN RAP
/
C L 11 RIP
RAP
I
EST. 5 SY EOTEXTI E
/
TO 182.2'
ALLOWABLE IMPACTS
(BRIDGE)
ZONE 1
I
C II RIP ' RAP
T 182/2' m
ROPOSE�
*LOWABLE IMPACTS ZONE 1
(ROAD CROSSING)
ST .PAY ITE/1)
(V ROCKY SWAMP
��
�u
EXCAVATION � �����
TR. PAY ITEM)
ALLOWABLE IMPACTS ZONE 2
(ROAD CROSSING)
ALLOWABLEIMPACTS ZONE 2
(BRIDGE)
m
W
\
FL ODEDk IfV�'BER �i
U U
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\
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RETAI N
FLOODED TIMBER
ROPOSED
EXCAVAT I
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XISTING�
ND B
(STR. PAY ITEM
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BUFFER IMPACTS SUMMARY
IMPACT
BUFFER
REPLACEMENT
SITE NO.
STRUCTURE SIZE /
TYPE
STATION
(FROM/TO)
TYPE
ALLOWABLE
MITIGABLE
ROAD
CROSSING
BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft)
ZONE 2
(ft)
TOTAL
(ft)
ZONE 1
(ftZ)
ZONE 2
(ft2)
TOTAL
(ftZ)
ZONE 1
(ftZ)
ZONE 2
(ftZ)
1
90' Bride
-L- 15+53 to 16+66
X
963
31
994
-L- 15+33 to 17+36
X
1003
1259
2262
TOTAL:
I
I
I
1
1966
1 1290
1 3256
1 0
1 0
1 0
Rev. May 2006

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
STATION ZONE 1 ZONE 2
SITE NO. (FROM/TO) (ft) (ft)
1 -L- 15+48 to 17+36 251 490
TOTAL: 251 490
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WAYNE COUNTY
PROJECT: BRIDGE SF-950121
10/29/2019
SHEET 4 OF 4
Rev.Jan 2009