20150347 Ver 1_Bridge No. 326 - Haywood - Plan Sheets_20150409

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See SMet 1-A For Index of Sh�ets
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE
LIMITS ESTABLISHED DY METHOD II MOD.
GRAPHIC SCALSS
20 10 0 20 40
I I PLANS � /�
20 10 0 20 40
I II I� = �
PROFILE �HORIZONTAL)
DL•SIGN DATA
ADT 2014 = 1,200
V = 10 MPH
DHV = 10 %
D = 60 %
T = b %
FUNC CLASS =
RURAL LOCAI
SUBREGIONAL TIER
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HA YWOOD CO U1�TY
LOCATIOI�I: BRIDGE N0.326 OVER HEMPHILL CREEK ON SR 1318
TYPE OF WORK: GRADIIVG, DRAINAGE, PAVING AND STRUCTURE
Wl:l l�NI) /�Nn SIJRP�nC;f_ W/A'I'(:R IMP,�1C I"S PE:KMIT
-L- STA 11 +20.00
BEGIN BRIDGE
-L- STA. 12+7
_�_ �HEMPHILL RD
TO SR 131]
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END BRIDGE
/END TIP PROJECT DB14B-430326
-L- STA 14 + 75.00
,C, D614B-430326 1
VBP.14.R.129 DESIGN Bl
pf�f�MIT� C)RAWING
SI-I��I 1 �F 5
PRELIMINARY 25% PLAN SUBMISSION
SUBMITTAL NUMBER: 5-012
PROJECT LENGTH � a rro��onono� ro rc��orn� oi� ����� �'Dtwur.ics cxcixece
�n� Q '� �aGrea�v<<ar,an � 'r�� PRELIDiINARY PLANS
LENGTH OF ROADWAY TIP PROJECT D674�430326 = 0.058 MILES �,- . '" °°* °`-'°' �° 'TM`°"°•
' - IhCODiPLGTC P1..1N5
LENGTH OF $TRUCTURE TIP PROJECT DB14�430326= 0.009 MILES ""u,�v�.aan srec�rrcanoss x a�R ��a��=�no•�
TOTAL LENGTH OF TIP PROJEQ DB148-430326 = 0.067 MILES DAVID L. WILVER PE
LETTLYG DdTE: rxn�cc� tsr.cvcr�t
JULY 15 2014 1. MATTHEW PICKENS, PE
NCDOT CONTACT: K. ZAK HAMIDI, PE
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ROADII'A3' DESIGN
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