20170328 Ver 1_NCDOT_Bridge 11_Graham County_Plans_20170322

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GRAHAM COUI�TY
LOCATION: BRIDGE NO. 011 OVER LONG CREEK
Ol�l NC 143 B(SI�IOWBIRD ROAD)
TYPE OF WORIC: GRADING, DRAINAGE, PAVING, AND STRUCTURE
�. 17BP.14.R.130 g
THERE IS NO CONTROL OF ACCE55 ON THIS PROIECT
GRAPHIC SCALES
30 15 0 3 �
Y PLANS
30 1�5 0 30 �
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PROFILE (HORIZONTAL)
DESIGN DATA
ADT 2071 = 3,200
ADT 2025 = 5,800
T = 7%
V = 35 MPH
FUHCT. cuss=auRn� �ocni
SUB-REGIONAI TIER
PROJECT LLNGTH
LENGTH ROADWAY PROJECT 77BP.14.R.130 = 0.059 MI
LENGTH STRUCTURE PROJECT 17BP.14.R.130 = 0.007 MI
TOTAL LENGTH OF PROJECT 17BP.14.R.130 = 0.066 MI
Preporee In Ile 0!llce W: NYD21(/LICS EYGINI
VAUGHN C� MELTON
l3lH-F PdiPO�\' AI'E.
ASHEVR.LF. NG, 18H06
FOR THE fIORTH CFROLIIlA O1VI510'l OF HlGH,YAYS
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REECE SCHULER, PE �---- °�
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lUGHT OF IYd}' DATG:
IULY 26, 2013 ROADIVAY DESIGN
HARDY WILLIS,PE GNGINCL•R
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KEVIN B. ALFORD, PE
LEVEL III NAME
3531
LEVEL III CERTIFICATION NO.
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NAN2iL RESOIIRCES DII7Sl0,\' OF II'AIER QUAL(A'.
R�OADSIDE ENVLROA'DiLNTAL UNIT
DEPARTDIENT DF TRANSPDRTATION
DIVi3IDN OF HIGHR'AYS
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�Oli STANllARD SPF,CIFICr�TIONS

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- DATUM DESCRIPTION
e ' 1HE LOCOLIZE� COOA9IlIAiE SYAE4 OELElCPEO F0�9 1H15 PNPIE[i
IS BASEO 0'1 iHE SiAiE PLA'iE COOFORL��ES ESi0ALI5HE0 BY
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END 0.PROJECT 17BP.74.R.130 YaugY�SMcllon a;sya"'�;'
$TA. 15+00.00 a `"""`"' ""
p`F\ ro�_.u�� ov,�aa:eora.
e�m� vns Ashavlile, o .. ��.�
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DB ISi FG 69l J� � ^" "
': -L- CURVE DATA `whm�
Pl'Sfo 11+0/36 PlSfa 14+04.99 P/Sta 16t03O5 . Lf r
�,0= 47'34'042'(LT10= 78/I'25.8'!LT)4= 855'329'RT1 .
'�,0 = 2A54'40.4' D= 2527'53P D= 432'575'
'�L = I9095' L= 307p5' L= 93.47'
T= l0/.36' T= 18282' T= 4683' srw w�ee ir�e u:iee weourrt c[m�me
19Op RL CVSS IRIP VPP 0 iOJS 5 SY
R= 230.00' R= 225.(.lT R= 600A0' io.vs er. cuss iur vnv �.ous s sv
SE = OA4 �<+xs �r. <vss i oir uu e ro��s i sr
RO = 73
E3L1 6�D2682.28Ie �64a�8.768P� 2Z94.27
I.OIF�. OiIVF.�AYS SHllL BE GAVEO 10 ME EJD OF
vnou,.ncr�mr+nauaeovirtNe�orzu. BL2 6e2686.756e �� 97.31�C 77,1.52
me s'vannor� osnFanrs.
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STRUCTURE HYDRAULIC DATA
oFs�c�v ascHaFce = �sca cvs
OESM.4 FREWEIlCY = 25 Yfl5
OESIGH NN ElEYA�lO,'I = 20912 FT
BASE OISCHPFGE = 23W CFS
BISE FREWEtiCY = Ip7 YHS
BASE HN £lEVATq'l = £G94/5 FT
0/ERiOPPIM1'G OISCHPFGE _ /1W CFS
0/ERIOPPIM1'G FFEWEhLY = 25* YRS
0/fRrOPPIh'G ELEVNq.Y = 20916 FT
WS.fLEVN�4
N ONE OF SURJEY - 2pg35 FT
� }� � ; � �
Bh1 r2
N 564412 E 602733
ELEVATION = 2091.84
-BL- STATION 8+74.67 24.34' RT.

13�50 14«00 14
SPAN A
C.P. ELEV. = 2091.80
APPRO%.NATORA�
-m __ GROl1ND LINE
" ___""""__
_ '__________""' FIX
� SrE �.,�
E%CA4ATE TO J
EL 2087.0'
SLOPE 0.08 FT./FT.
NORAIAL TO LAP
(TYP.7
/
END BENT N0.1
EL 2089.OP EXISTING
SUBSTRUCTIIRE
(TYPJ
�H.YI. EL=2094.2'�
L tl00 YR.1
wsFi =�nn�.5�.
NWS EL2084.5
LOW CHORD
EL 2088.9P
"""""_"_'__'__" ""__'___'_____"__"
FIX
SITE z. �
0
— HP 12X53 �'
STEEL PILES
(TYPJ
11NCLASSIFIED
STRl1CTl1RE E%CAVATION
END BENT N0.2
SECTION ALONG � SURVEY -L-
SECTIONS AT ENO BENTS ARE AT RIGHT ANGLES.
�i10g491Y.
f-)03000%
PI = 13t50.00
EL = 2.091.87'
VC = 40'
VERTICAL GRADE DATA -L-
PI Sta 14a04.99
0 = 78" IP 25.8"(LT)
D = 25° 27'S3.2,.
L = 307.05'
T = 18282'
R = 225.00'
HORIZONTAL CURVE DATA -L-
PROJECT N0. 178P.14.R.130
GRAHAM COUNTY
STATION: 13+93.50 -L-
�OCU`dENi kOT CONSIDEREO SHEET 1 OF 3 REPLACES BRI�GE N0.11
FINAL WLESS ALL s*ne <r nea.. o=.cuw
SIGNATl1RES C01.1PLETEO
DEPARTMENT OF TRANSPORTATION
`.;�'6�'d`a w.�E«�
rHEREer certrirr � -��
"'"'�"E r;,E`�'15 � o "'p"1B5 GENERAL DRAYIING
AS-aVl[T PLA45. YuugY�aXellan o
""'�'"'`",°�` FOR BRIDGE on NC 143B
. „a �a�;7>�a ""���y°' over LONG CREEK
"" �` T2 `o«���e'�9. Between SR 1133 & SR I108
REVISI0:6 SxEEi I10.
OYiN. BY: IAAF OATE: ]0/13 ^'�� av, m�e: so o�*0 5—I
CHK�.BY: HLYI �ATE: 10/I3 9 �} °T'-
s �¢*s
ENG.OF RECOR�: RTS DATE: 10/I3 �J Q 25

IVGINVVATqN TO BE SNOSH Q4 RANS
tHEG-P�5 SECiiO`I q130.B1 USEO)
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Bom�dco� aww 230 .....c.in i�ea+v¢f.....bQ.YG_... Uev._._.Y092.58...._.
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�Orxroeo'�q�NZUaW.........lIIO........wbs �revx�mY..SP..Yb.�/f.. Uar......_20946
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a oiu�ar� ucwi �i -t- sr�.u,is .i- �i r'c rw ar iFt tu�n��� Sivttri[r�rrr
ADMIIO!iAl PfOP4Ai104 Ah0 COWIIiAi101:5
ma:a.cd ..........._._..._..._....._....._.__......._...._ ...................._.................................
DA = 6.iml'
. .... ..... ..._. . _ .. ._ ._ .......... ...
F11W USLS RUHAI REGRSS�DY EOUATp45 FOq
..... ..... ..... ..GEUA.. .. .U$CS��h fE4A...
PE40Y P PEfl lISGS 54� 2009-SiSB pSCHARGES U�5(HPRGES
. ..... ...... . .... . . . . .. _ ._ .
IUSEO p09
. ..... .._..__ . . . .. ....... . CQ�lPLIAt.'CE1: ... .._ NSEO fOF DE9GU.
Oo =�bbA°'x = 1090 CFS SAY I100 Cf5 -
............ . .............04...P..WA........ _09....:.IpO cfs
. ..... . .....
0» - 398A°•x� H11 CfS.......SAT 6p0 CFS..... OR . N/A...... On .:.500 cts
0 9]9A°� 1155 CFS SAY N00 CFS..... . pN ..II/A.... OP... =.1800 cfs..
_.
Om SiSA°�� 20Bi CFS SAY Ib0 CIS Oy� 1J10 cfs, ,„Ofiy = 2lA_ cfs
_ .... . . ... . .
0.�- 199Ae1'... Y8J6 CGS ...SAY YH00 CfS.... . p�. .N/A... ......Onp _ 2800 cfs
SCU/fl AV4Y515. . ... . .....
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SITE OATA
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