HomeMy WebLinkAbout24-84 B Elevation p5a
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Marbaugn Arch�tects A-4 24x36
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29� 6�� Q BEARIN(i TO Q, PIER
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90� 0" OUT TO OUT ROADWAy i2"
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S P A N ��A ��
11� LANE
" � PIER PIER 29' 6" BEAf�INQ PIER
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S P A N �� B�� S P A N �� C��
P L A N
28� 0�� MIN. CLEAR RAADWAY
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ll� LANE
4� 0�� WQ L K
7 B.EAMS AT 4'0" AND 6 JOINTS AT I/4" _
28� I-!/2" DUT TO OUT COPING
T� PI C�4 L SEC TION
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6��x 6�� T I M B E R P 0 S T S
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G ENERAL NOT ES
Reinforcing steel covering to be 2 inch e s in all par t s,
unless noted.
Concrete in bent and pier caps to be Class „A„
Chamfer exposed edges I �nch, unless nofie�.
Only the front foc e and tops of piet ond bent ca ps
to be seo 1 e d ►n �ccord ance with Artic 1 e 70 2.20
of 1. D. 0. H. Standard Spe crficatlons.
Waterproo f b a c k s o t end bents in acco�dance with 702.22,
DESIGN DqTq
Prestre s s e d �edms are d eslgne d in accord anc e
wlth J D 0 H Brid9e Stcrndards.
Bri d qe des� 9�° d in ar�or da n c e wi th 1 9 7 7 A A S T 0
Specificati oh s,
U N 1 T S T R E S�S � S: � s = 2 0, 00 0 psi
f c = l,20 0 psi
COOL CREEK