HomeMy WebLinkAbout20171363 Ver 1_Impact Information_20171026�
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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
BUFFER 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� �,
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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
BUFFER DRAWING
SHEET 1 OF 3
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HI'DRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
Z
O
>
�
CHARLOTTE BURNETTE,ET AL
O
BUFFER DRAWING
SHEET 2 OF 3
ALLOWABLE IMPACTS ZONE 1
BRIDGE
� ALLOWABLE IMPACTS ZONE 1
ROAD
� ALLOWABLE IMPACTS ZONE 2
30' 0' 30'
GRAPHIC SCALE '
�CISTIN R/W � �`��� � ��
� � — � —
�9� US 69 ALTe
WOODS
F F
F F___ —
'rf: � . � . ,—, r-, ,—, - r -. _ _ -
C � _ �
F
isriNc Riw �F � �
SR 1339 C— — �
�������� � � �
__ __ _. .. . __ __ __ __ __ __ _ __ . __ __ ._ __
WOODS
178
SPECIAL CUT
DITCH W/
CLASS B RIP RAP
SEE DETAIL A
SHARON L, HORTON O
0o PI = 13+66.76
� rn EL = 65.38'
72 "+� �� = 2�z�
ZN� K = 115
, �
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)
�
� 48
LEFT MINIMUM KEY—IN
�
OF RIP RAP=3.5'
� A E T I N UR CUT OFF EXISTING J
ao WAS NOT PLOTTED SINCE THE ABUTMENT AND
DEPTH BELOW THE PROJECTED
m EXCAVATE TO
NATURAL STREAM BED IS
� LESS THAN THE EXISTING CHANNEL ELEV. 58A Q�00 —
,,, AS SHOWN IN THE PROFILE SCOUR
c9
�� 36 QSoo —
o _ $COUR
�
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^��
0 00 /�
O N � L
/
�.��
WOODS
/
OD5 ^
m LAWRENCE CUTCHIN, ET UX
z
0
m 4 WOODS
) �
2) �
J r- �
r�
� RIP RAP AT
z EMBANKMENT
SEE DETAIL C
PC Sto.16+36
�I N�
�
BANK
STABILIZATION
SEE DETAIL B
13
14
15
PDE �
� ,
N
m
WOODS
BRIDGE 320086
ROW PLANS
DOCUMENT NOT CONSIDERED FINAL
WOODS UNLESSALLSIGNATURESCOMPLETED
:� —�
— �f'— � �� F
�� �� �/
\ �� F
N
m
BANK PROPOSED
STABILIZATION EXCAVATION
SEE DETAIL C
3 �
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F \
/ \
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_
--
4" STONE WALL
LARGE SIGN�� 8" BL WALL
o �
0
— SPECIAL CUT �
DITCH �
SEE DETAIL D
�
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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cwnisne a[s�cx - asnrs - coxsrAucrav a�nva�av
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� US 64 AL� / � /
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us Nc Riw R��OOR� � `v' `C
gRAN�H _�
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N� G�Np 2�\`
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Np� 9 �
WELL
10" BR WALL��
O
WILLIAM Vo LEGGETT, ET lJx SEE SHEET 2A-1 FOR DRAINAGE DETAILS
SEE SHEET S-1 THRU S—?? FOR STRUCTURE PLANS
0
Wo
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
�;- �
� � .;� 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
........, • . . . �
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19
EXISTING
ROADWAY
GRADE
, i�
20
78
72
66
60
54
48
42
36
BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. STRUCTURE SIZE / TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2)
1 Bridge 15+50 to 16+40 X 1544 0 1544
1 ROADWAY 15+05 to 16+92 X 1879 1849 3728
TOTAL: 3423 1849 5272 0 0 0 0 0
Rev. May 2006