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CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE
LIMITS ESTABLISHED BY METHOD II MOD.
GRAPHIC SCALGS
20 10 0 20 40
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PLANS
20 10 0 20 40
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PROFILE (HORIZONTAL)
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DESIGN DAT.9
ADT 2074 = 360
V = 20 MPH
DHV = 10 %
D = 60 %
T = 6 %
FUNC CLA55 =
RURAL LOCAL
SUBREGIONAL TIER
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HAYWOOD COU1�lTY
�, D614B-430334 1
LOCATION: BRIDGE N0. 334 OVER JOHNSON BRANCH CREEK OIV SR 7212 F' `� {�M I�7 I� {Z/-�W I N�a
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TYPE OF WORIC: GRADIIVG, DRAINAGE, PAVIIVG AND STRUCTURE
Wf: I I-/�1NC� !\NI� ���I\�/-l�L: W/�l I�1\ IM�/-\� I J ���I\�I I PRELIMINARY 25% PLAN SUBMISSION
SUBMIT�AL NUMBER: 5-014
PROJECT LENGTN oi rro�sFarrano� m rr� ornce o� ���L��� �'Dn��L�cs �vct,vetn
� � p ,� �•�aie[� �[ �,Pa � .J � _� PRGLIDIINARI PLAAS
LENGTH OF ROADWAY TIP PROJECT D8148-430334 = 0.044 MILES ;. '�7 � LJ�_ _ II I � F r�. . �.-
IACO�IPLCTC PLA\5
LENGTH Of STRUCTURE TIP PROJECT DB148-430334 = 0.008 MILE$ "� sra.m.ix�� srcaricarross w�� no•
P£
S16�'AR/R£:
TOTAL LENGTH OF TIP PROJECT D8146-430334 = 0.052 MILES DAVID L. WILVER PE
LEITIh'G UATE: ren/cr,r Fvr,aaca AOADII>ll' UESIG\'
JULY 75 2074 1. MATTHEW PICKENS, PE E,vcm'esrs
.. — PRELIDIINARY PLANS
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NCDOT CONT�ICT: _ K. ZAK HAMIDI, PE INCODIPLETE PLANS
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