HomeMy WebLinkAbout20171363 Ver 1_Impact Information_20171026 (2)�
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See Sheet 9-A For Index of Sheets
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EDGECOMBE COUI�TY
LOCATI0111: BRIDGE 11t0. 86 OVER PENDERS MILL R U111
01V US 64 ALT.
TYPE OF WORK: GRADI11lG, DRAINAGE, PAVIIVG � STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN NCDOT
PRO ECT 17BP.4.R.77
—L— POT STA.12 + 19.00
US 64 ALT. I —L—
TO SR 1339
(HARTS
MILL RD.)
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
GRAPHIC SCALES
30 15 0 30 60
PLANS
30 15 0 30 60
PROFILE (HORIZONTAL)
DESIG11i DATA
ADT 2017 = 4600
T = 6 % *
V = 55 MPH
* (TTST =3% + DUAL =:
FUNC CLASS =
RURAL MAJOR COLLECT�
REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY PROJECT 17BP.4.R.77 =
LENGTH STRUCTURE PROJECT 17BP.4.R.77 =
TOTAL LENGTH PROJECT 17BP.4.R.77 =
+
—L— STA.16 + 35.50
END NCDOT
PROJECT I7BP.4.R.77
—L— POC STA.19 + 61.00
T� SR 1216
B�N H gD•)
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I
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a� �,
O� �
2
� P�epored for:
DIVISION OF HIGHWAYS
DIVISION FOUR
509 Ward Boulevard, Wilson NC, 27895
0.123 MILES �o�z srannaan srrcrnrc�ru>vs
0.017 MILES
0.140 MILES �•���,��� �,������.
t'ILOI[:Cl� UG'SfC.V Li_�"
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DO NOT USE FOR CONSTRUCTION
S]'ATE E PROJECT REPERENCE NO.
���� 17BP.4.RJ7
17 B P.4. R. 77
SHE�ET TOTAL
SHEETS
�
, UTIL., fLW
CONST.
1223 lones Frankl�ii
. lelqh, N.C. 2i
nc No.F"
TRANSPoRTATiON PLANN/NG/DESIGN - BRiDGE/STRUCTURE DESIGN
CNIL/S?E DESIGN - C/5/GPS - CONSTRUCTiON OBSERVATiON
BRIDGE #3200d6
ROW PLA11tS
PERMIT DRAWING
SHEET 1 OF 4
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HI'DRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
�
0
s
�
CHARLOTTE BURNETTE,ET AL
O PERMIT DRAWING
SHEET 2 OF 4
�DENOTES IMPACTS IN
SURFACE WATER
30' 0' 30' 60' 90'
GRAPHIC SCALE
ISTIN R/W �`����
�
� � _ —
W��dS
U F F —F
F � � �-- — —
�tr'� r�� �u ,���
— — — — — � — — — — — — —
_ `9 US 69 ALTe
F � �
isriNc Riw �F
SR 1339
�HARTs
�i�; R�°�,'��,�,
WOODS
SPECIAL CUT
DITCH W/
CLASS B RIP RAP
SEE DETAIL A
SHARON L, HORTON O
WOODS
ODS
F
m LAWRENCE CUTCHIN, ET UX
z
0
m 4 WOODS
) �
2) �
J r- �
r�
� RIP RAP AT
z EMBANKMENT
SEE DETAIL C
�I N�
1 F ��,�
3 � q5 �
�_ _ /
C C
c � � �
0o PI = 13+66.76
� rn EL = 65.38'
72 "+� �� = 2�z�
ZN� K = 115
�o
mv~iw •••`" `""`" gRIDGE
66 . GRADE AY
------_ (-)2.0286% (+)0.3319% --------
6O EXISTING � � — � � _ —
ROADWAY LOWEST CHORD �
GRADE ----_
NATURAL � � � � - - . . CLASS II RIP_ RAR = --=
GROUND iNIGE07EXTILE
54 RIGHT _ (2 FT. THICK)
�I NATURAL (SLOPE NORMAL
GROUND TO END BENT)
LEFT MINIMUM KEY-IN �
4� OF RIP RAP=3.5'
A E T I N UR
WAS NOT PLOTTED SINCE THE CUT OFF EXISTING �
DEPTH BELOW THE PROJECTED ABUTMENT AND
NATURAL STREAM BED IS EXCAVATE TO
42 LESS THAN THE EXISTING CHANNEL ELEV. 58.0 Q�00 —
AS SHOWN IN THE PROFILE SCOUR
3 6 Q5oo —
_ SCOUR
PDE
WOODS
BANK
STABILIZATION
SEE DETAIL B
12 13 14 15
/Permanent Impacts
in $tream
WOODS
R
�
— — c F —
BRIDGE 320086
ROW PLANS
DOCUMENT NOT CONSIDERED FINAL
WOODS UNLESSALLSIGNATURESCOMPLETED
� �/ �
F/ � E�
i —�
� _ � — —�
_
Permanent Impacts
in $trea m
�� �—
— �/
_ — — — �
4" STONE WALL a
LARGE SIGN�� 8" BL WALL
of
0
— SPECIAL CUT �
DITCH �
SEE DETAIL
PROIECT REFERENCE NO. SHEEf NO.
176P.4.R.77 4
ILW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I'RELIMII�ARY PLANS
DO NOT USE �'OR CONSTRUCTION
/ 1223 Jones Franklin Rd.
��, ETHERILL Raleigh, N.C. 27606
ENGINEERING License No.F-0377
Bus: 919 851 8077
Fax: 919 851 8107
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� US 64 AL� / � /
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US NG R/W SR � �
gRANGH�R�°1
—_�
N� G�Np 2�\`
i
Np� 9 �
WELL
10" BR WALL��
f g/
BANK 3 SEE SHEET 2A-1 FOR DRAINAGE DETAILS
� STABILIZATION WILLIAM Vo LEGGETT, ET lJX
SEE DETAIL C SEE SHEET S-1 THRU S-?? FOR STRUCTURE PLANS
o ��w o
STA. 15 + 95.50 -L- o �
SKEW = 90° PI = 17+90.00 �+�
� ELEV. = 66.14 EL = 66.79' � °` �
1@90' - 33" BOX BEAM VC = 276' p� i"
W/ 4'0" CAPS K= 115 � �- ��
NO DECK DRAINS REQUIRED
REMOVE
EXISTING
BRIDGE o
� � (+)2.72$2�
--- —I —7----- �+)0.3319% /�
CUT OFF EXISTING �
� � ABUTMENT AND . - � �
� EXCAVATE TO . i
— i -- � � ELEV. 59,5. - .� �� � NATURAL
i, i GROUND
u- �
� � .;� 2� (TYP.)� � LEFT
� NATURAL
�\'•�\ I � I I i 5' T PSj II RIP RAP Ri OTND
\\ I/1 I I� ( PROP. FEMA 100 YR.
� ELEV. = 59.8
�h I 'I � Q100 PROP. 100 YR.
�� ' � �� SCOUR ELEV. = 59.3
j� I I /�I Q500 PROP. 50 YR.
SCOUR ELEV. = 58J
/ I ✓ I
NWS ELEV. =53.9
� WATER SURFACE
ON DATE OF SURVEY
- ELEV. = 52.9 (6-1-17)
16
17
........, • . . . �
►'OODi�i'O��
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������������.�� �
:
�
""""'�"""_ _'�_/" �N�
/ _ �
EXISTING
ROADWAY
GRADE
� � , i�
19
20
66
60
54
48
42
36
CHARLOTTE BURNETTE,ET AL
O PERMIT DRAWING
SHEET 3 OF 4
�DENOTES IMPACTS IN
SURFACE WATER
30' 0' 30' 60' 90'
GRAPHIC SCALE
STING R/W
�R 1339
HARRD )
��
�
US 69 A
�
�
WOODS
PECIAL C T -
DITCH W
CLASS B RIP RAP
EE DET A
,�kiORTON
W
3
F�__ F —F
woo
OD�F
� � � q5
C � _
C � —
' '� T 78
iii=
I i
�i �i a oo PI = 13+bbJb
�i �i M � rn EL = 65.38'
II I i I L �NM VC = 2%2�
i y Zr� K= 115
�i �
�i i .� C9 Q �°
I II O OONw .....�....�.. _.
� � � 66 . GRADE AY BRIDGE
���
il il o �
i i � ---_ (-)2.0286% (+)0.3319% --------
�I� o L EXISTING � � — �
I'� V O ROADWAY ���__ LOWEST CHORD �
�i i w GRADE — —
� —
I r NATURAL � � � � - - . . CLASS II RIP_ RAR = --=
ii i � GROUND iNIGE07EXTILE
i i� 54 RIGHT _ (2 FT. THICK)
_ �I NATURAL (SLOPE NORMAL
.�
GROUND TO END BENT)
� �� LEFT I MINIMUM KEY-IN �
�
OF RIP RAP=3.5'
� A E T I N UR CUT OFF EXISTING �
0o WAS NOT PLOTTED SINCE THE
� ABUTMENT AND
DEPTH BELOW THE PROJECTED
m EXCAVATE TO
O42 NATURAL STREAM BED IS ELEV. 58.0
LESS THAN THE EXISTING CHANNEL Q100 —
� AS SHOWN IN THE PROFILE SCOUR
w
c9
�� 36 QSoo —
o _ scouR
�
M
� —
�
^ Y �
O O O
�m� 12 13 14 15
WOODS
BANK
STABILIZ TION
SEE DETAIL B
LAW,'�^�
4 1 WOODS
IN, ET UX
P AT
4 MENT
DE IL C
Permanent Impacts
in Stream �
/ WO DS
J
— /
��
Permanent pacts
in Stream
BRIDGE 320086
ROW PLANS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
� ,
�
AR6EESIGNI�`�, /g"�WA
SE BDETAIL C\ � �ILLIX�J���Uo�E
L
STA.15+95.50 -L- �
SKEW = 90° PI = 17+90.00
� ELEV. = 66.14 EL = 66.79'
1@90' - 33" BOX BEAM VC = 276'
W/ 4'0" CAPS K= 115
NO DECK DRAINS REQUIRED
REMOVE
EXISTING
BRIDGE o /
� � (+)2.728�°
— i --- —I —7----- �+)0.3319% /�
CUT OFF EXISTING �
� � ABUTMENT AND . - � �
� EXCAVATE TO . i
-- i -- � � ELEV. 59,5. - .� �� � NATURAL
i, i GROUND
� i_;' 2� (TYP.)� � � LEFT
1 � � ��" �
NATURAL
� I � I I i CLASS II RIP RAP R� OTND _
�'.� � � 5' (TYP.)
\\ I/1 I I� PROP. FEMA 100 YR.
� ELEV. = 59.8
�h I 'I � Q100 PROP. 100 YR.
�� ' � �� SCOUR ELEV. = 59.3
� I I /�I Q500 PROP. 50 YR.
SCOUR ELEV. = 58J
� ✓ �
NWS ELEV. =53.9 TOTAL APPROXIMATE
WATER SURFACE EXCAVATION =
� ON DATE OF SURVEY 305 CY (+/-)
ELEV. = 52.9 (6-1-17)
16 17 18
PROIECT REFERENCE NO. SHEEf NO.
176P.4.R.77 4
ILW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I'RELIMII�ARY PLANS
DO NOT USE �'OR CONSTRUCTION
�• j / 1223 Jones Franklin Rd.
���1 �, ETHERILL Raleigh, N.C. 27606
��3 � ENGINEERING License No. F-0377
Bus: 919 851 8077
Fax: 919 851 8107
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avnisne a[s�cx - asnrs - coxsrAucr�arv a�nva�av
� /
� �
� 7� �
US 64 i
o I� �
� � IRNGH�� °" � �
� g �
a � �Np� ����
WEL
R AL
DRA�N ILS
S- . FOR STRUCTI.
0
,,, o
p� —
�
�+�
C�rnv,
o���
� u�v~iw""'-.-
��
i �
EXISTING �
ROADWAY
GRADE
� � , i�
19
20
78
72
66
60
54
48
42
36
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
15+95/16+35 BRIDGE < 0.01 103.7
TOTALS*: < 0.01 104 0 0
*Rounded totals are sum of actual impacts
NOTES:
Perm . SW i m pacts = 335 sqft
Revised 2013 10 24