HomeMy WebLinkAboutC-503 Construction Details V129' ERIDIANg-
APPROVED
MR OM2222
fAE NOMBFA:A-2�
13'-4" PIPE COLUMN (POST MOUNT) OR
10'-0" PIPE COLUMN (PAD MOUNT)
24" WAVEGUIDE BRIDGE
SUPPORT BRACKET
SAFETY GRATING 24' X 10'
VERTICAL
TRAPEZE SECTION
UNISTRUT PI.T) X 12"
(ATTACH ON CABINETSIDE LEG
FOR COAX SUPPORT)
y.L
E "I" 12"0 CONCRETE FOOTING
(WHERE APPLICABLE)
10'-4" COLUMN & BASE SHOE W B-K210-S -
(SOLD SEPARATELY)
MOUNT TO CONCRETE PAD
(WHERE APPLICABLE)
COMMSCOPE: WB-K210E (DIRECT BURIAL POSTS)
COMMSCOPE WB-K210-S (CONCRETE PAD SHOE POSTS)
CONSTRUCTION NOTE
1. INSTALL ICE BRIDGE TO ALLOW T FEET CLEARANCE ABOVE GRADE TO LOWEST
APPURTENANCE.
2. INSTALL PER MANUFACTURES SPECIFICATION.
WAVEGUIDE BRIDGE KIT
SCALE N.T.S.
EXISTING GRADE G.P.S.ANTENNA
\ \\� (PROVIDED B
`\\�
CARRIER
i
TRENCH
COMPACT FILL
m
Xp
(90%) OR AS PER UTILITY
w
COMPANY REQUIREMENTS
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WARNING TAPE 1-1/4" SCH 40 X 18" LNG
MIN. SS OR GALV PIPE
UNEXCAVATED SOIL PPE -TO -PIPE CLAMP
VERIFY SIZE(GALV.)
CLEAN SAND SUITABLE
2"0 SCH 40 FOR CONDUIT BEDDING
CONDUIT(TELCO) 12"MIN. (SEE NOTE 4)
(WI 200 LB MULE 2"0 SCH 40 PVC
TAPE) CONDUIT (ELECTRIC)
TRENCH NOTES:
1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED
MATERIAL MAY BE USED FOR BACKFILL.
2. IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN 8" LIFTS.
REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY
LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING.
3. IF CURRENT AS -BUILT DRAWINGS ARE NOT AVAILABLE CONTRACTOR SHALL
HAND DIG U/G TRENCHING.
4. CONCRETE ENCASE CONDUIT WHEN TRENCHING UNDER SITE ACCESS ROAD.
TELCO AND POWER CONDUIT JOINT TRENCH
SCALE: N.T.S.
W9
#3 @ 11-2/3- \- #3 @ 14-1/2'
12' X S" THREADED
ROD(GALV.)
#2 AWG BARE TINNED SOLID
COPPER WIRE CADWELD
FROM GPS MOUNT PIPE TO
COAX CABLE PIPE SUPPORT
ORTOWERMEMBER
ICE BRIDGE SUPPORT POST
OR TOWER MEMBER
CONDUIT
(SHALL BE USED FOR INSULATED
MECHANICAL PROTECTION) METALLIC BUSHING
12"0 COAX CABLE 46 AWG GROUNDING KIT
(OR EQUAL) MIN. CABLE (PROVIDED WITH KIT)
BENDING RADIUS PER 2 HOLE LUG SUITABLE FOR
MFG'S SPECIFICATIONS #2 AWG BCW
NOTE:
1. GPS SHALL BE PLACED WITH CLEAR SIGHT LINE TO THE SOUTHERN SKY.
2. CONTRACTOR TO SUPPLY COAX FOR GPS UNIT.
GPS ANTENNA ATTACHMENT DETAIL
SCALE: NXS.
CHAMFER
PAD NOTES: m I fO
1. PADS SHALL BE PRE -CAST MATCHING THIS DESIGN WHERE ALLOWED BY LOCAL JURISDICTION.
2. REFER TO CONCRETE & REINFORCED STEEL NOTES ON SHEET G-002 8 ATC SPEC 033000 FOR CAST -IN -PLACE PADS.
4 REINFORCED PAD LAYOUT
SCALE: N.T.S.
FINISHED PROPOSED PAD
GRADE
EXISTING 6" EXISTING CRUSHED
COMPACTED FILL STONE OR GRAVEL
(SEE NOTE 2)
PAD NOTES:
1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL.
DELETRIOUS MATERIAL AND ORGANICS SHALL BE
REMOVED.
2. MECHANICALLY COMPACT FOOTPRINT OF PAD PLUS 2'
PERIMETER.
3. USE GALVANIZED HILTI EXPANSION ANCHORS OR,
APPROVED EQUAL, FOR EQUIPMENT ANCHORAGE.
4. FOR SIZE AND LOCATION OF ANCHORS AND OTHER
REQUIREMENT, SEE EQUIPMENT VENDOR DRAWINGS.
GRAVEL PREPARATION
� SCALE N.T.S.
AMERIGAN TOWEM
51
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IQ EN61miNG PROfES90NALS
326 TRYON ROAD
RALEIGH, NC 276033530
OFFICE: (919) 66W51
www.lepgroup.net
REV. DESCRIPTION BY DATE
AA PRELIMINARY SSK 04/1822
A 90%CONSTRUCTION SSP 06/09/22
�0 100%CONSTRUCTION SRZ 06/2 M
0
L
ATC SITE NUMBER:
415255
ATSITE NAME:
BOI FOXTAIL ID
T-MOBILE SITE NAME:
ATC FO TAIL
SITE ADD SS:
630 MER AN RD
MER, 6465902
SEAL:
C.
a
15814
O
G'p�r�TE OF
�yAM M. PNO
O6/23122
T Mobile
DATE DRAWN:
06/23/22
ATC JOB NO:
14049009
CUSTOMER NAME:
ATC FOXTAIL
CUSTOMER'.:
SLO3609A
CONSTRUCTION
DETAILS
SHEET NUMBER:
REVISION:
C-503
0