20170086 Ver 1_MCC 365 123 Approach - Temporary Bent DRAWINGS_U11105_20181213

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� X ACCEPTED
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SHEET 1 OF 3
N OTES:
W18X130 members are assumed to be AASHTO M270 GRADE 50.
I All other members are assumed to be GRADE 36.
� Concrete footings shall be constructed using NCDOT Class A concrete and Grade 60 reinforcing steel.
I All bolts shall be 1"� A-325.
IAll welds shall be made using E70XX electrodes.
SEALED, SIGNED AND
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MOUNTAIN CREEK I
CONTRACTORS, INC.
HP12X53 PLAN HP12X53
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RING HANGER DETAIL
(4 REQ'D. PER BENT)
�k - FOR 1"� A-325 BOLTS. BOLTS SHALL HAVE
A SMOOTH SHANK SUFFICIENT TO EXTEND AT
LEAST COMPLETELY THROUGH THE CONNECTION
SUCH THAT THERE ARE NO THREADS IN THE
BEARING AREA. WASHERS MAY BE USED TO
TAKE UP THE DIFFERENCE IN SHANK LENGTH
AND BEARING THICKNESS.
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DIVISION QF HIGHWAYS
5TRUCiURE5 MANAGEMENT Uh
X ACCEPTED
ACGEPTED AS NOTEa '
RETURNED FOR
CORRECTIONS
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- :�ATE: DEC 12, 2018 �,
SHEET 2 OF 3
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CONTRACTORS, INC.

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2°� FOOTING DETAIL
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(2 REQ'D. PER BENT)
(APPROX. WT./FTG = 8,500 Ibs.)
SEALED, SIGNED AND
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' DIVISION OF HIGHWAYS �
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X ACCEPTED
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� RETURNED FOR
CORRECTIONS
SEE EMAIL
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`�TE:..- DEC 12�2018 .�,�
SHEET 3 OF 3
��MOUNTAIN CREEK
CONTRACTORS, INC.