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5/S" DIA COPPER CLAD
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COPPER CABLE
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S I GtiAL CONDU IT
RF CABLE STUB-UP
(3" HIGH TYPICAL)
3 112"
NOTE: ANTENtiA BASE PLA~S~~
FURNISHED BY ASC. :
USE 5/S" DIA ANCHOR BOLTS
1 112" POIIER CONDUIT PER LOCAl CODE
15' POIIER PIGTAil
• (SEE SPECIAL
POIIER NOTES)
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• SPECIAL POIIER NOTESI
3· COVER ON REBAR (TYP)
1) ANTENNA POWER ONLY-PROVIDE 12OV.
20A FUSED DISCONNECT SWITCH, NEMA
TYPE 3 ENCLOSURE, MOUNTED ON
ANTENtiA FRAME UTILIZING FlEXIBLE CONDUIT
2) AmENtiA A1iD DE-ICE POIiER-PROVlDE
EXIT CONDUIT BENEATH SLAB ONLY IN MOST #5 BARS, 12" O.C. BOTH IIAYS
GRADE 40 TOP AND BOITQI1
1e,311,120/240 ,70A co FIXED MAIN
LOAD CENTER, !lEMA TYPE 3R ENCLOSURE.
\/ITH ONE EACH 20A, 49A SINGLE POLE
CIRCUIT BREAKER FOR ANTENtiA AND CONVENIENT DIRECTION
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DE-ICE POIIER RESPECTIVELY.
NOTES:
1) CONCRETE TO BE 3000 PSI COMPRESSIVE STRENGTH AT 2S DAYS. 2) PROPER ELECTRICAL GROUNDING SHALL BE PROVIDED BY THE INSTALLING CONTRACTOR TO MEET APPLICABLE LOCAL CODES. 3) BASE UNDER FOUNDATION SHOULD BE UNDISTURBED OR COMPACTED r~TERIAL TO ACHIEVE A MINIMUM BEARING CAPACITY OF 3000 PSI. 4) CONCRETE TO HAVE A BROOM FINISH.
5) COVER CONDUIT ENDS IIITH PLASTIC AND TAPE TO PREVENT Eh1RAliCE OF MOISTURE, DIRT, CONCRETE. REV B
• REV A
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3/q-EQUIPMENT GROUND (ONDUIT N I
SPECIAL POII[R IIOTES.
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II ANI[NNA POWER OHLY.PRIlVIDE nov, 15A FUSED DISCONNECT SWITCH,
NI"A TYP£ , [NCLOSURE, I\OUNIED ON ANHNHA fRM( UTILIZING
FLlXlBLE CONDUIT,
21 ANHNHA I DE-ICE POII[R-PKOVIDE 1 t, 3'01, 12012~OV, lOA go
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lSA I ~OA SINGU POL( CIRCUli BRIAKER FOR AHl{HHA IO£-It[
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'lOTES: _
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1 1/2-POWER CONDUIT, PER (ODE,
WITH IS' PIGTAIL ·(SE~ S,ECIAL POWER NOTES)
LENGTH OF CAISSONS (L)
SOIL CONDITION DIA OF CAISSON
IS-20-"NORMAL SOIL 4'-0-NIA
VERY SOFT CLAY 7' ·0-S' -0-
LOOSE SAND 12'-0-lD' -0-
3--
CLEARANCE
5/S-DIAMETER
COPPER CLAD GROUND ROD
10' LONG
'.
L
CLEAN LEVEL BOTTOM
S '5 (IS-C~ISSON)
OR S '5 (20-CAISSON)
MAXIMUM PROJECTION OF CAISSON (P)
DIA OF CAISSON P
IS-2q-20-
1) CAISSON LENGTH IS BASED ON LOWEST GROUND ELEVATION,
BOTTOM OF ALL CAISSONS MUST BE AT SAME ELEVATION. ·AS DEFINED BY ELECTRONIC INDUSTRIES ASSOCIATION EIA STANDARD RS 222 C
SOIL TYPE: COHESIVE
32-
2) L SHOULD BE INCREASED BY AMOUNT EQUAL TO P.
ALLOWABLE NET HORIZONTAL PRESSURE: 400 PSF/FT OF DEPTH, MAXIMUM 4000 PSF
UPLIFT: SOIL FORMS 30' CONE WITH VERTICAL
SOIL WEIGHT: 100 LBS/CU. FT.
BEARING CAPACITY: 4000 PSF
• RfV A
REV B
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( 77621)
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BOLT, NUT AND
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MAIN SUPPORl' MEMBER:)
(77662)
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Reflector HTG.
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Elevation Stru
As sly . ( 776 85-2 )
Angle Bracket
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(SID_VIEW) Attachment A
Sheet 2 of 5
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(77665)
MAIN SUPPORr
MEMBER
R. H. SUPPORl' !1EMBER
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AZTI-1IJlli STRrJI' ASS' Y
(77685)
(REAR VIEW) e
--REFLECTOR
BOLT,
Attachment A
sheet 3 of 5
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USE 5/S" DIA ANCHOR BOLTS
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• SPECIAL POWER NOTES;
1) ANTENNA POWER ONLY-PROVIDE 12OV.
20A FUSED DISCONNECT SWITCH, NEKA
TYPE 3 ENCLOSURE, MOUNTED ON
ANTENNA FRAME UTILIZING FLEXIBLE
CADWELD (PREFERRED) OR
BURNDY ROD CONNECTION
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GROUND ROD
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2) ANTENNA AND DE-ICE POWER-PROVIDE
3" COVER Oli REBAR (TYP)
112/0 BARE
COPPER CABLE
EXIT CONDUIT BENEATH SLAB ONLY Iii MOST IS BARS, 12" D.C. BOTH WAYS
GRADE 40 TOP AND BOTTO/t
le,3W,120/240 ,lOA CO FIXED MAIR
LOAD CENTER, NE/'IA TYPE 3R ENCLOSURL
WITH ONE EACH 20A & 4PA SINGLE POLE
CIRCUIT BREAKER FOR ANTENNA AND CONVENIENT DIRECTION
<!J Z
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, DE-ICE POWER RESPECTIVELY.
NOTES:
1) CONCRETE TO BE 3000 PSI COMPRESSIVE STRENGTH AT 2S DAYS. 2) PROPER ELECTRICAL GROUNDING SHALL BE PROVIDED BY THE INSTALLING CONTRACTOR TO MEET APPLICABLE LOCAL CODES. 3) BASE UNDER FOUNDATION SHOULD BE UNDISTURBED OR COMPACTED r~TERIAL TO ACHIEVE A MINIMUr. BEARING CAPACITY OF 3000 PSI. 4) CONCRETE TO HAVE A BROOM FINISH. 5) COVER CONDUIT ENDS WITH PLASTIC AND TAPE TO PREVENT Eh1RANCE OF MOISTURE, DIRT & CONCRETE. REV B
• REV A
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fllXIBLE CONDUIT.
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1 1/2" POWER CONDUIT, PER CODE.
WITH is' PIGTAIL
-(SEE S~ECIAL POWER NOTES)
LENGTH OF CAISSONS (L)
SOl L CONDI T I ON DIA OF CAISSON
16" 20"
"NORMAL SOIL 1('-0" NIA
VERY SOFT CLAY 7'-0" 6' -0"
LOOSE SAND 12'-0" 10'-0"
3" -
CLEARANCE
5/S" DIAMETER
COPPER ClAD GROUND ROD
10' LONG
• ..
.:(
CLEAN LEVEL BOTTOM
6 #5 (16" C~ISSON)
OR 8 15 (20" CAISSON)
MAXIMUM PROJECTIO~ OF CAISSON (PI
VIA OF CAISSON
16"
P
1) CAISSON LENGTH IS BASED ON LOWEST GROUND ELEVATION. 20"
"AS DEFINED BY ELECTRONIC INDUSTRIES ASSOCIATION EIA STANDARD RS 222 ( SOIL TVPE: COHESIVE
24"
32"
BOTTOM OF ALL CAISSONS MUST BE AT SAM[ ELEVATION.
2) L SHOULD BE INCREASED BV AMOUNT ECUAL TO P:
ALLOWABLE NET HORIZONTAL PRESSURE: 400 PSFIFT OF DEPTH. MAXIMUM 4000 PSF
UPLIFT: SOIL FORMS 30· CONE WITH VERTICAL
SOIL WEIGHT: 100 LBS/CU. FT,
BEARING CAPACITYI 1(000 PSF
• Ilrv A
REV B
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•
L.H. SUPPORT
MEMBER (77665)
UAIN BEAM
( 77621)
.,.,.. ~ ....
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BOLT, NUT AND
L'WASHER
MAIN SUPPORI' MEMBER::;
(77662)
R.H. SUPPORT
MEMBER (77793)
5/8-11X1 3/4"LG.BOLT,
NUT & L'l-lASHER
FOOT PLAm
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{77662}
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Set Screws
Hain Beam
(77621)
Angle Bracket
(77680)
support Member
(77793)
LAzimuth 'Strut
As s 'y ( 7 7 ~ 85)
Reflector ~1TG.
Ring
'U'-Bracket
{77797}
Elevation Strut
Ass' y ,( 776 85-2)
Angle Bracket
(77680)
(SIDE VIEN) Attachment A
Sheet 2 of 5
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(77793)
MAIN 7
AZn.1UIH STRUT ASS' Y
(77685)
(FEAR VIEW)
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Attachment A
Sheet 3 of 5
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CITY OF CARLSBAD
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