20160357 Ver 1_Plans_20160413

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See S/�et 1-A fo� Index of Sl�z�s
See 5/.�ef 1-B Far Conventlonal Symbals
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD III.
GRAPHIC SCALES DESIGN DAT.9
20 70 0 20 qp %+DT 2012 = 340
ADT 2034 = 340
PLANS DHV = %
D = %
20 10 0 20 40 T= b% %
V = 25 MPH
PROFILE (HORIZONTAL) +�7TST=3% + DUAL=3%)
Z p q g FUNC CLASS =
LOCAL
PRnFIIF NFRTICAII SUBREGIONAL TIER
�°][°A'][°]E �]F l�i�l$'I['[°l�� �1�lEg(�1L][I� �
�� �Y ����A� �� �111`l➢�� i'Y �'� ll �
HA YWOOD C� U1�TY
LOCATION: BRIDGE I�70. 314 01�7 SR 1355 O VER ARRIIVGT01�1 BRAIVCH
TYPE OF WORK: GRADII�IG, PAVIIVG, DRA7IVAGE, A1VD STRUCTURE
NAD 83�.�gRS
2007
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EE
GR
P��j�SR `j��
IS.
PROJECT LENGTH
LENGTH ROADWAY PROJECT
LENGTH STRUCTURES PROJECT
TOTAL LENGTH PROJECT
rt � � D614A-430314
END CONSTRUCTION & RN✓
DB14A-430314
-L- Sta. 13+40.00
pian.ec m rro wnm d,
� LOUIS BERGER
t001t1'zdeAvenue,5utle400
= 0.045 MILES Ra'e;sn,nonnca�o,��az�sos
Liwnse No.: F0840
= 0.000 MILES zmz sram.anu srccrF�c+no.�s
= 0.045 MILES
RIGHT OF I{'AY DATE: DEAN D. HATFIELD PE
JUNE 17,2074 Pxo�ccrcccr.rccu
NCDOT CONTACT: K. ZAK HAMIDI, PE
DESIGN BUILD PROJECT ENGINEER
LETTING DATE; I RD ODELL PE
JUNE V, 2014 PRo�ccr ocsrc.� cccrx�cn
PC-RMI'f DRAWING
S11ECT 1 OI� 5
H3'DRAULICS ENGINEER
ROADII'AY OL•SIGN
ENGINEER
�
PRELIDIINARY PLANS
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NAD 83�gRS
2007
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BEGV✓ PROJECT �Bl4A-430314
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BOTTOMLESS CULVERT
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CUR✓E OArA FOR -L-
PI 5/0 /0*68b1 Pl Sla 11+61.44 Pl Sla 12+62�
�= IO07' 045 fRTJ �= 3U 33' 098 fRrJ �_/2' 33' 20J
D= 7' 23' 34B 0= 63' 39' 43l' D= 24' S4' 40.
L= 13686' C= 4799' L= 50.40'
T= 6861' i= 2458' r= 2530'
R= 7750d R= W.00' R= 230.OD'
Se = EXISr Se = OD4 Se = OD3
OS. = EXIST OS. = 20 eIPH O5. = 20 1,lPH
RIJ.= EXISr R.O.= ?4' R.O.= 33'
o"s
p= IY36'7;
D=2435'l
C = 7977'
r = so2s
R = 233.02
Se = EXiSi
O.S.= EXIST
RA.= EXIST
SHEF NO.
w��m v e ro rrncrnou
RKaISiEi£D EIGINEER REG15iERED EIGINEEA
10262015 1�1UL015
PCRM17 I�RAWINC'7
SI�i�C�' 2 �� 5
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DETAIL A
srnNonao �v� oI1cH
1:.-�'_ `-__' ;
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i,.�tir�= Cl..n 9 Y�Y��J Rz. d- LO R
FF.%". � STA 8+10 TO Sih I]+30 Bi
DETAIL 8
CUT DRCH
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NOi-�. INSi?lL P�. -0 FFO, Sin 'J+00 i0 11+6� LI
SEE SNEEi 5 FOR PROFILE
� LOUISBEaGER �o�,�py
IGO11Yx/aA'.e:.5u'xdGJ FWlS
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NAD 83TlgRS 2007
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PI Sla lO+ogbl PISla 11f61.44
�= IflW'04S'lRTI �= 30'33'09
D= T 23' 34.8' D= 63' 39' 4�
L = 13686' L = 4799'
T = 68bP T = 2458'
R = 775.00Y R = 90A0"
Se = EXISr Se = On4
OS.= EXISr 05.= 201.IPH
R.O.= EXIST R.O.= 44'
id0)Ki REFE[E\CE NO. SHEEi
�� DBI4A-4303/4 4
A'.v SMEEf l:O.
FOM'.VAY �iSIGN HYO?AUIIC
RIGII:ff2 ENGI`:FER
LIbiIN.Y RY PLA:
nor o.z i .�.smvcnov
I'ERMIT DRAWINC�
SNEfT 3 C)I; 5
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DETAIL A
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DEfAIL B
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N�IE 115i'.LL P5�'.1 "r - d Si.l ll<LO Sv 11+5G LL �I
�ara FOR -�-
Pl Slo /2+62A'o Pl Sto 13+z7,qq
(Ril �_/2' 33' 20J' (LT! �= 1530" 53Y fLr1
D= 24' S4' 40.ti D= 24 35' l82
L = SOAd L = 7977'
r = 25.3d r = 4028'
R = 230.00' R = 233D2'
Se = 0.03 Se = EXIST
OS.= 20 I.IPH D.S.= EXISi
R.O.= 33' RD.= EXIST
SEE SHEEr 5 FOR PROFILE
� LOUISBERGER
1CT1 YltLA'rsn'�=, SUI:eSG'l
Pe-_r3b. I:C 2164SnII
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PLAN
FO�TINGS NOT SHOIYN FOR CLARITY
F�--L-
I
ROADI7AY FILL
SLOPE 4:1
EL 2478.10' NI TOP OF FOOTING , .�
i � -� x.i� EL2973.88'—
EL.247631' ¢mH
� a � �oLL
� GRA�E 9.075'/. o
3"0 VYEEP HOLES cJ 10'-0`� CTS.
PROFILE ALONG � OF CULVERT
ROADV7AY FILL
SLOPE 2:1
PREC
UNI1
SECTION A-A
SECTION THRU WINGWALL
PRECAST C�LV
�NIT
�Y DETAIL
4AY DETAIL
IK
PROPOSED ELEVATIONS
EP INLET 2484J8'
CENTERLINE ROA�4YAY 2483.95'
EP OUTLET 2483.64'
TOP OF HEAOIYALL INLET 2489.43"-
TOP OF HEA�YIALL OIITLET 2480.21'!
INVERT INLET 2978.10'
INVERT OUTLET 2473.86'
�
KEYWAY DETAIL
PRECAST CUWERT
I1NIT
ROCK
1TING
THREE-SIDED
CULVERT FOOTING
KEYED FOOTING DETAIL
SI�ES OF f00TING SHALL BE IN
CONiACT YIITH WDISTIIRBEO 1.1ATERIAL
FOR MINIAIUlA DISTANCE SHOIYN
PROJECT No.17BP,14,R,128
HAYWOOD COUNTY
sTarioN: 12+03.50 -L-

ADDITIONAL INFORMATION AND COMPUTATIONS
_ D)ARUG'. MFA = 13 SO. A�1—� IOCAIE➢ 100£ Cl Ht➢iOLOGIC PfG10:1 1
.... _ ..... .... _..
_ ¢V.N. BWF iJWF
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Q� lI0 �WJ 110 �3� �� )1] CFS—> ��rJ 1 F'yt.COOi 19 3�1)0 CFS
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p� 3G9 �Ia 3M (13� ]�0 CFS a �.kd p I:CDOi 1993I3�0 Ci3
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Qa 1E9 �ON iP8 �]� 339 Ci5 >(rrNaA Wl.CWI - 99 �1i 65��
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Q� ]9B (ON ]9D (ISI I51 CiS —a ��.. 3 l.CDOi rt.�ra 1923) I50 Ci5
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oa ��v ryN = ov Dal sea evs —> b�.�•e<e �., neom m.� isael sso as
Q� 5)S.�OTf m 5I5 �]I� 655 Cf5 >�m�n2z] H��COOi 19F �650 65 ... _
... w ero ._. .. .._._..
Q.� �� NN N+� �21 )51 CFS —> �� f �e t'0o! rt�rtv 19e9�>50 65
._.__. __ .....era --...__ .... ... ..._._.
O.� ]9� �A� )91 �1� = 9�l CFS —> I e� r2N Kr I.COOi vemo 1925� SCO CSS
Ti5 i301ER iOLLOV/5 SU^o-F£G:O:Ul TFR GVIDNNES
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JiO1�R CQ_/311F5 YALH LOGL fLOO�FW.�' AVJUGUJSlI G£GUUl10N5
1HE OF£! APFA fO21HE IX�SfPVG Bi1WE IS ISi40AVAlRY J58 SQ.R.
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1HE O4! AFA f02 1HE i}OiOSN CULVFfii I$ NraO�VAhlY i0A 5�. R
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Nl ROVh $NOIEU XOlI FFDIICFL 1VAlIX SIIAFACE ElEVAl10YZ Ai CROSS SECl10Y IOIt.
SRE DATA
Dmfno9e Aren 13 SO:I.LL......_........_._... Sourte USGS_QUA� M1WS_-_iINES, CREE%_.....__......
u.., e�N vvsucn axow ......... cn n cuzu
........ _... . ........ .........
S�rzwn Clossifi<vfio� �Sv�}� 1 SPMI��� �6'-p6 °a6v� VVmeq eec1 <VSS.C.._.....
Dola an 6ssfing Strvci�re L SIlLSCONC FiGS �� ON Tl�.l lOI5i5, E BTS illA UPi'IVA POST
........ ...__ _ .__ _ _
Oebeu PolpMal fax..% .i.'odeMo- ......-Hgk .
Oma an Src�dvres Up ond Donn Strccm UPSIRFW L 60' GALV. G�P O�' VAN ARPCIGIO`I RD
___ ___ _..... .....
DOIMARFMbCO�fLUENCE\A1H PWEON 0.Nf0.
._.. _.. . _ _ __.. .... ...__
Ga9e Aofian No NOI.E .....__. Penod o(Rnords NA .
A'uc
c(s Dale �`A ...... .._ Fe9�en<y !:A _ _ _ __ _
Hislorical Flood In(o�molion: HAS ROOOEO A FEW NIES M 50 Y0.5.
HAS BfEN SEVFRAIYFARS SINCF WT EV6V�. Pe�od o(
Dole._...._... flei.._......hESLire9..._..;x.5aume . A\PSPARI(INS............_........Kna�.Aed9e..39...>n_
P riod oi
Da�e......_ F�ei ____ hEs�.Fre9....__>e So _....... ._...... -K o.l.edeo_..._yR
Nlawof2e M'/ pea 10.Yrt RFV 0d830 .........h. NormalYlWerSvdae Dea. R08.9 x
. . ......... . CHOIVA7'7ilE�b
1'.w��l�gi� Lef�00 0016-0:09�armel 0.055 a'gMOB����:�Ob1ol�ed Fom OBSEkVATOy_
I�O SNOY THIS SECIION OF SfPE4.l
Flood5l�dy/Slolus �):�'/OD�__CO�PMELB]I);EFf_DATE_,JY1,O,1,I,Floodr.c�FslobluFcd±...NA
Flood Swdy1W 1nOcd�ar9e M1w ..(.s.:145 Eln: Floodwnl ...NA.__N. Rood M NA....F.
C�''���StoAan N/A
DESIGN DATA
H��-0m.ogiml 1•e�hod USGS PFGRESSION EpUAllO 6 51H R009-SISB RfGION 1
H�drouk Puqn IlelFod HEC RIS VEPSION LI.O SFdlW14 A.WNGTON B?N:CH SR 1355
Daign iaT -aler Q,� _.3:9....h.. Q�� -�.3 h. Qv..3:6._h d:..a 3.96.A.; O� l] .F
twCmY.l M'-�Cc'�'m1
S�e 61�y Ic� 1 Ke M/f0 �nl ���]� F H� � v�~•�
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WMeNeloai/ I�J .-._.�:9 .- _LP+ N Nra1 Channel V 1 p' P'� ...-. B0 _-f
Fe9wed O �I �R � cion .�5 CVSS IIRIP FAP O`1 BMKS ..._
INFORIAATION TO BE SHO\'M ON PL4N5
\IS EL i ken Ci W er 5101 on 10f3
D 5n U M�9e__330 _ L Fre9 aY �U-._._._.> H .... 14830.._...F
v+
BoseFlood DaA 9__65Q__. (+ Freq q 100____ ._y� EI �d9600
... ......N
OanoPPn9 Duh e....]9] ._ds Fe9 R'. _ lU..�.. >r EI r.._ ]IBJ9..__.._.h.
" {�i�
�! CULVERT SURVEY & HYDRAULIC DESIGN REPORT
N. G DEPARTfAEM OF TRANSPORTATION
Z ; OMSION OF HIGM'/AYS
p ; HYDRAUIICS UNR
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Z :
< i 10. No SN30J14.... Pm�enNo. llBPI1.R.l]8 .._...... Prol. S.mim .-� SiAl2+03.50
Y� ..........
o' Count� �rvl�D __ Slrenm �RINGiOY BRN:CH ....._. .Slrv no. 0314_.. _
ySF 1355� 5R 1339 ��� SR 1351
LL i On MgMmy(P�?}fR CREE%_RO}. BeFrero {iWE5,C0.EEK A�) ond_IOOC GFAIWA RD�_
H :
H LL: ixommuded ShuMr 16 %� BORO.VIESS CONCREIE BO% NLrRi _
o' _... ._.... _...___ _ ..........
_
p`" 2 9'UNES Y/RH � f�VE� SHOUIDE0.5 115 d
o W PxommeMcd Yfdth af R d o�.... _ . . St: 9
... . .... .....
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; Rxommended lacdon is NP.��^TI Art-om hom 6.isfing Croszng. �V 52 U55
...........
u 5!men:deTer❑ R<9lmoli+ ❑ SulRegonolTer []
�i B:nd M1'ak rs.a �_�� Bl STAIION 1+6100 ]] RT� B' SPIXE SEf IN ROOT OF A WUBIf VOflAR
. _ . _. . . _ _... ... .....
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�� Tempomry Cmv�ng NONE - OFF SRE DEfOUR
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