20170352 Ver 1_Bridge 99 Yancey plans_20170328

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1354
� Bailey
Branch Rd
1355
A _/�
PROJECT
$ITE 1361
1367 Q-a 1364
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VICINITY MAP
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YA11tCEY COU11tTY
LOCATION: BRIDGE 1V0. 99 OVER BAILEY BRANCH
ON SR 1355 (BAILEY BRANCH RD)
TYPE OF WORK GRADIIVG, DRAINAGE, PAVING, AND STRUCTURE
�"1' 9'� 1 �: .�� � I ���
\�\� I�:'I'1..-� \ ll) l �1 I".�� � �"I'�
TO JACKS CREEK kOAD -�—. � � ��
_L_
NOTE: �
1. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
2. CLEARING ON THIS PROJECT SHAIL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
GRAPHIC SCALES
50 25 4 50 100
■������f��� �
PLANS �
50 25 4 50 1Q0
PROFILE (HORIZONTAL)
DESIGN DATA
ADT 2010 = 270
V = 35 MPH
FUNC.CLASS = RURAL
LOCAL
Sub-Regional Tier &
Very Low-Volume Locol
Roads Guidelines.
-U STA 74+25.00
END BRIDGE REP
PROJGCT l7BP.13.R.
ea�r a�ravcH�
�� r.� ��t �---�� SR 1355 BAILEY BqqN�H RD
�" �� �
y ""—/� BNLEY�BRAN � �
-U STA 10+55.00
BEGIN BR7DGE REPLACEMENT
PROJECT 17BP.13.R.75
PROJECT LENGTH P�eJered !n �/e Offl� o%
KCI ASSOCIATES OF NC
LENGTH OF ROADWAY PROJECT 178P.13.R.75 = 0.070 MILES acoi s�. ForAr Rd., Suiee zzo, xamsn xc, zico9
30/E STANnARD SP£CIFIGI10N5
TOTAL LENGTH OF PROJECT 77BP.13.R.75 = 0.070 MILES I RIGHT OF WAY DATE:I CHARLES L FLOWE PE
PROjlCT ENGMlFF
LETTlNG DATE:
MARCH 2O73
BARRY C. SMITH. PE
/'FOJECT D£S/GN £A'G)NEER
� �am �
�'• 17BP.13.R.75 1
NYDRAULICS ENGINEER
ROADNAY DES/GN
ENGINEER
PRELIMINARY PLANS
w � �u .o
NCDOT CONTACT:
TROY S. WILSON, PLS
D!VlSION OF HIGHIVAYS
STATG OF NORTH CAROLINA
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,4 Q7
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BRIDGE 990099
REMWE EXISTING
BRIOGE DECK
S:ISLOPE�
EXISTING STREMABED
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PROIECL 0.EfERfNCE NO SXEfI NO.
l7BP.l3.R}5 3 .
ww sn[e* No.
aonownv oevcN Nrovnuua
ENGIN[EN FNGINEf0.
PR�NIDtIN RY PLANS
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� KCI �;�.�.�.,�a.,,.�nnn:�;A,,.���
PoR -L- PROFILE.SEE SHEE7 5
C/L STA 12+q8.3 -L-
PROPOSED 2 Co 5'W X 5'H RCBC
SKEW = 30' ... -�-��
ELEV = 2569.8' EXISTING TB LEFT �� �-
EXISTING TB RIGN(\ / / �
12:1 SLOPE � ^ �1 �...-- -� --�
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_--�- PROFILE VIEW
38' +/-
C/L CULVERT
INVER7 ELEV= 256/.7'
SLOPE _ l.B%
ALONG STRUCTURE
Pfi0PoSE0
WALL
PI�GPoSEO F
BANK
DETNL:U/S & D/S CHANNEL
IMPROVEMENT PROFILE MiSI
C£N(ERUNE
plAVNEL
/iOCN
STABIJZATION
INLET CHANNEL PROFILE LOOKING UPSTREAM
rEX.CHANNEL CEM1TER(INE
I �
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BANK S(�KlIZATION SHW ROCtt
5. BANK 5(ABUZATION
EX.GMXINO �_ _
�yy� XCAVATION EXTfNTS
LYASS //
/t/PRA^
I OUTLET CNANNEL PROFILE LOOKING DOWNSTREAM I

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MP�EMEAS? PROFI�� �S �
INLET CHMINEL PROFILE LOOKING UPSTREMI
£X.tl1AVNELCdlE/tl/NE
ILP F� r F� �6(flpOpV(N'0
BAVK S�AB(RIPKV! f M�'K STABUTAiMV
IX.Gl�17/N01y�
/.LNAY CN,PqV EXlEN(S
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O(lfLEl' CHM'NEL PROFICf LODKING DOWNSTREPM
WETLAN D AN D
IMPACTS
\ F
B -I
\
O \
�8 PG UNHNOWN \
Narvcv a oue�
rirrwnr+
\
I7BP
iAll
INV
SEE
-L- POC STA 10 + SS.00
�DENOTES IMPACiS 1N
SURFACE WATER
STREAM AREAM NOiES:
p� 1� PROPOSED NIVERT WIDTH = 325 FEB
SITF �, EXIS�ING BRI�GE OAL = 16 FEET
4�� 2�METHOD ttPE II
CIEARING AND GRUBBING
L. �,.\V u'�
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DETAIL E
$IANpAPD iA1L DIICH
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a,�.�u� e w„ o= i
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edtlne�= 5
FROM SLA.11 � 50 i3] 5 STA.11 i 50 �35.i Li -L-
SURFACE WATER
PERMIT
O
0o rc urixxawn
35 Lf Of OUilfi MA�IYN BAILEY
CHANNEI WVROVEMENi
Esr ooe = is tv
es. ao roHs snor aocK
SEE DEGIL I
POCY. CRO55 i0E PROiFCiION
VANE SEE DEIAIL G
SEE OE1AIl C
IOO�PWN BENCN
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ui[u� CUi olr<N DISiURB
sEE ocra� r
1 ec-L �i�
DE
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sec oewi H
OCK CRO55
JOOGWN BENCH VANE
Lf Of INLEI $EE OEIAII C
.NNEL W,P0.0VEMENi
ODE = IS LY
BO iONS SHOi ROCK
DEiAII 1
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DB PG UNNNOWN
MADLYN BAILEY
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NCGS FDfi tqt;Ntl�H� `955n39 N .,.
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9 M1� '::[SOu.tl �L(YI [f.$(11N II A:CMI i�l:•-:
EL6AiICN: ?3EB.no.tii
= �Vf.AaGE f.iN81N`0 �.+1'J FAClLW LL�tO ON 1HI4 FP�,�
[GkfLmO 10 51110� 1}: �).95yBR]26
lkC N.i:. � aiF,EFT bAIL ActAIH( pN�
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YROIEC! 0.EFE0.ENCE NO. SHEEi NO.
l78PJ3.RJ5 4
qW SHEEi NO.
ROAOWiY DESIGN HYOMULICS
ENGINEFR fNGWLER
FOR -L- PROFILE.SEE SHEET 5
Point North East Elevation
cu ez2a�z.ezz2 ie�aaie.nas zsse.ea•
CL2 822396.9)68 1819326.5133 2668.59'
Ol 822316.8095 1819321.3996 256B.5B'
W 822295J39] 181933B.12B3 2568.9]'
03 822398.9238 1814316.8383 2568.35'
04 822321.J965 1914386.9992 2568.36'
BRIWE SENT
Po�nt North East Elevatian
NE 822318.31d9 16193?H.B486 256Z02'
NM 822322.]663 161930).9949 256Z31'
SE 822294.9]92 1619329.8669 2566.59'
5 8222992995 IB1931].1259 2566.8)'
s'PLACEMENT PROJECT 17BP.13.R.75
-L- POT STA 14+25.00
DETAIL H
RIP AAP A�ItMfNi
Ixmrc mabl
4mJe LfOiFAlIIE�
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'F0.0M SiAe1.t�00�i0 $iA.�J�50 {_

MP�EMENT PROFI�H�SEL
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INLET CHANNEL PROfI(E LDOKING UPSTREAM
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W/'LE( CHANNfL PROFILE LOOKING DOd'NSTREAM
BRIDGE REPLACEMENT
WETLAN D AN D
IMPACTS
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LL�
17BP,
im� m
wv =
sEe oE
�i ��ENOTf51MPAQ5IN
SORFACE WATER
E NOTES:
STREAM STRFAM
1� PROPOSED NLVERT WIDTH = YY5 FEET
E%ISiING BRIDGE OAL = 16 FEET
c
V�y� 4� METHOD IYPE II
a CLEARING AND GRUBBING
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DETAIL E
SIANDAR� iAll �IiCH
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F0.0M SiA 11 I 50 —]] 5 STA.II � 30 —351 Li —4 �'
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0.M' SHEEi NO.
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S U RFAC E WATE R ��, I� KCI �;,A ,a, ,. ,,., ��; ��%
P E RM I T FOR -L- PROFILE,SEE SHEET 5
O
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CMANNEIIMPkOVFMENi
esr ooE = u cr
fii 30 iONS SHOi RO<K
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p ROIX CRO55 TOE P0.0iEOlON
I' VANE SEE DEIAIL G/
SEE OEIAII C
LOOOPWN BENCH
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SEE DETNL N
OLK CRO55
BENCH VANE
. $fE DfiAIL C
>VFMEM
CY
HOi POCK
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OB FG IINKNOWN
MA�IYN BALLEY
(IGVlU�i UI xlii� i lUN
n i.[C CYIUro.ln f tM IiC4ELa i f+n1 ftilL ���
. 3ASCJ Otl i11C ;TAG PI.A,tiE C(AALIIIAiL %i@91 fi'.
11CGS f00 KM�'�[tli °95U099 t'l-f
Aa :'IaRS u�l 'la E PLANF FI rr���Ypl;
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:� hVENAGE iiR9iIM,�O ONi� EAti[P� LL'{0 Of+ 1NIS PiJi '
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Point North Eest Elevation
CL] B22312.6222 1919318.]]96 26GB.83'
CL2 822365.9)5B 19U326.5133 25G8.59'
O1 822316.8995 1914321.3946 2568.50'
�2 822295.]39l 1914336.1283 2%8.9]'
oa ezzaee.azae �eia�s.e3ea 2568.35'
04 822321.J%5 1014386.9982 2568.36'
BflIDGE SERT
Po�nt North East Elevetion
NE 822318.3109 t619328.9986 2561.02'
NV 822322.]663 t61436].4949 2561.31'
SE B22294.9]42 1619329.B660 2566.59'
SM 822299.2905 IB1931].1254 2566.8]'
; REPLACEMEIVT PROIECT 17BP.I3.R.75
—L— POT STA 14+25.00
DETAIL M
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EL = 2.569J8' VC = l50'
, VC - I05'
� 2,580 P!= 11+�0.00 K- M � v� 0 2,580 ��. (
, VC= Tr5652Y V = 35m �i .. .
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