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NOTES:
1. FOOTINGS DESIGNED FOR 201 KM/H [125 MPH] WINDS.
2. REINFORCING BARS SHALL CONFORM WITH ASTM A-615-68, GRADE 60.
3. CONCRETE SHALL BE 20.7 MPa [3000 PSI] COMPRESSIVE STRENGTH AT 28
DAYS.
4. SOIL BEARING CAPACITY TO BE A MINIMUM OF 95.8 Kpa [2000 PSF].
5. ANCHOR BOLTS ARE 1 INCH DIAMETER AND SHALL CONFORM TO ASTM A197-B7
OR ASTM A325. DO NOT WELD ANCHOR BOLTS.
6. FROST LINE TO BE A MAXIMUM OF 61 CM [24 INCHES] BELOW GRADE.
7. USE FOUNDATION TEMPLATE 511994 TO INSURE PROPER ANCHOR BOLT
LOCATION.
8. PROPER ELETRICAL GROUNDING SHALL BE PROVIDED BY THE INSTALLING
CONTRACTOR TO MEET LOCAL APPLICABLE CODES. THIS MAY TAKE THE FORM
OF A BURIED GRID OR A SUITABLE COPPER STAKE, DEPENDING ON LOCAL SOIL
CONDITIONS. THE MOUNT SHALL BE ELECTRICALLY CONNECTED TO THE
GROUND.
9. PROVISIONS MUST BE MADE TO PROVIDE SUITABLE SUPPORT FOR POWER, RF
AND CONTROL CABLES EITHER BY BURIED CONDUIT OR OVERHEAD RACEWAY.
IF PVC CONDUIT IS SUPPLIED IT SHALL BE AT LEAST 7.6 CM [3 INCHES] IN
DIAMETER
10. NO BUILDINGS, WALLS, FENCES OR OTHER PERMANENT FIXTURES SHOULD BE
PLANNED FOR INSTALLATION ANY CLOSER THAN 2 METERS OF THE ANTNNA
AND FOUNDATION ENVELOPE WITHOUT CONSULTATION WITH THE FACTORY.
11. PAD REQUIRED FOR OPTIONAL 8862 CONTROLLER INSTALLATION.
Figure 4-2. Foundation Plan and Conduit Placement, 6M-180° (Sheet 2 of 8), 512239B
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42S042G
SERIES 8060 6-METER EARTH STATION ANTENNA
FOUNDATION INSTALLATION (180° MOUNT)
4-21
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