HomeMy WebLinkAboutAPPROVED, 2110-0571 2180719_Wawa_Light_Pole_BaseLu
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#3 TIES @ 12" OC MAX,
PROVIDE (3) #3 TIES @
3" OC AT TOP OF PIER
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No.56698 U)
ATE OF <(/��
ONAL
10/04/2021
WILLIAM S. MATHERS, P.E.
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24" DIA
POLE: (20'-0" MAX HGT) W/
FIXTURE
FINISH GRADE
'I IIIi�I-
3/4" DIA X 24" LONG THREADED
ANCHOR BOLTS W/ WASHERS &
NUTS ON EA END BY OTHERS
(8) #5 BARS VERT
CONIC = 5000 PSI
USE 60 KSI REINF
MIN COVER = 3"
NOTES:
1. DRILLED SHAFT DESIGNED PER AASHTO-LTS6 (ASCE 7-16) FOR:
RISK CATEGORY = II
BASIC WIND VELOCITY (50 YR MEAN RECURRENCE INTERVAL) = 160 MPH
EXPOSURE C
2. SOIL DESIGN DATA: SANDY SOIL W/ SOIL FRICTION ANGLE = 30'
3. VERIFY NO UTILITIES INTERFERE W/ DRILLED SHAFT INSTALLATION
4. CHAMFER EXPOSED EDGE OF DRILLED SHAFT
C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without whiten permission from C & P is a violation of Federal
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ORLANDO • PHILADELPHIA
10/4/2021 12:01:27 PM
F85FB 2020.1
ORANGE AVE. & KINGS HWY.,
FT. PIERCE, FL
LIGHT POLE BASE
PROJECT NO.
2180719
DATE
10104121
DRAWN
RC
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