HomeMy WebLinkAboutPLANS 2 - 08-00578 - T-Mobile Cell Tower - ReplacementI Cle
GRADE �—
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PLAN VIEW
�+-- 6'-0" Dia.
Embedment plate
P/N 133763
(CONCRETE VOLUME: 25.7 CU. YD. TOTAL)
REV [ BYDATE DESCRIPTION
rT�
2.25" dia. x 72" ASTM A615
grade 75 anchor bolts,
P/N 108742
6 total,
3 3/8" i--'o,-
Max. (+2"/-0")
ANCHOR BOLT DETAIL
04'-5 1/2" [53.50 in]
EMBEDMENT PLATE O.D.
0 0
(6)00'-2 5/16" 12.31 in] HOLES
ON A 48.5 in DIAMETER BOLT CIRCLE
0
0 0
03'-7 1/2" [43.50 in]
EMBEDMENT PLATE I.D.
EMBEDMENT PLATE DETAIL
#9 Reinforcing bars,
288" long.
NAL
Equally spaced around inside of ties.
41 Total.F�C2
QO<�
a
O /FF
9
#4 Reinforcing ties,
10459
`rqr
220.6" long before being bent into circle with
66.00" outer diameter and 14.80" overlap.
W
y�F(
Top 2 ties and bottom 2 ties spaced at 5".
J.
Remainder of ties equally spaced at 8.94".
34 Total.
SEP 28 2010
TITLE;
T -Mobile
NTP 41"x80'
NC1r ArdGni'tra0
COPYRIGHT NOTICE:
Rexburg City/SI-01403
ORIG. DATE: 9/28/2010 DWG NO: 133761
211 W. Washington St.,
Suite 2000
This drawing is the property of
Nelio Inc. It is not to be reproduced,
Madison CO, ID
South Bend, IN 46601-1705
Bus: (5)4)288-3632
copied or traced in whole or in part
DWG. PROG: ✓2.1 SHEET: 1 OF 2
Fax (574)288-5860
without our written consent.
Foundation Notes
1. This foundation has been designed for the following reactions.
Shear: 23.9 kips
Moment: 1597.0 ft -kips
Weight: 17.8 kips
2. Foundation is designed per soil report dated 11125/2008, by Terracon Consultants, Inc., project number 62084032.
3. A field inspection shall be performed in order to verify that the actual site soil parameters meet or exceed the assumed
soil parameters and that the depth of standard foundations are adequate based on the frost penetration and
groundwater depth. Local frost depth must be no deeper than the bottom of the base foundation.
-4. Reinforcement shall be deformed and conform to the requirements of ASTM A615 Grade 60 unless otherwise noted.
Splices in reinforcement shall not be allowed unless otherwise noted.
5. Welding is prohibited on reinforcing steel and anchorage.
6. Structural backfill must be compacted in 12" loose lifts to a 97% of maximum dry density at optimum moisture content
in accordance with ASTM D698. Backfill must be clean and free of organic and frozen soils and foreign materials. Fill
should be compacted at water content within 2 percent of optimum.
7. Foundation designs assume level ground at tower site.
8. Loose material shall be removed from bottom of excavation prior to concrete placement.
9. Concrete cover from exposed surface of concrete to surface of reinforcement shall not be less than Y.
10. Concrete and reinforcement Installation must conform to ACI 318, "Building Code Requirements for Structual
Concrete."
11. Concrete shall develop a minimum compressive strength of 4000 psi in 28 days.
12. Concrete shall be placed as soon as practical after excavating to avoid disturbance of bearing and side wall
surfaces.
13. Concrete contractor shall be responsible for properly aligning anchor bolts and materials before and after placing
concrete, regardless of whether an anchor bolt template is provided.
14. Positive drainage shall be maintained during construction and throughout the life of the facility to minimize the
potential for surface water infiltration.
15. A permanent casing may not be used.
16. Concrete shall be placed by tremie.
17. It shall be the contractor's responsibility to locate and prevent damage to any existing underground utilities,
foundations or other buried objects that might be damaged or interfered with during construction of the foundation.
18. A temporary steel casing and/or drilling slurry will be required for installation of the drilled pier foundation.
REV I BY I DATE I DESCRIPTION I
1111112
RI6ni NUIIUc. ORIG. DATE: 9/28/2010 DWG NO: 133761
,Ing Is the properly of
Is not to be reproduced,
aced In whole or In part DWG. PROG: 1/2.1 SHEET: 2 OF 2
our written consent.
T -Mobile
NTP 41" x 80'
Rexburg City/SI-01403
Madison Co, ID
0
N. H: L O
ccsAro0stn.'srrtN
211 W. Washington St.,
Suite 2000
South Bend, IN 46601 -170 -
Bus: (574)286-3632
Fax: (574)288-5860