HomeMy WebLinkAboutZ-6141 Map 5FOUNDATION PLAN - SHELTER SLAB
(nts)
10"
WAVEGUIDE BRIDGE PLAN
(NTSI
1'-8" l'-8
SPACER
-1 __L
CONCRETE TO FORMED TC
HEIGHT OF TOWER FOUND.
ELEVATION
(NTS`
ELECTRICAL POWER POLE —
PER DETAIL 'G' THIS SHEET
SEE SHEET 2.1 FOR LOCATION
(METER TO BE READABLE THRU
FENCE)
3'-8"
SUPPORT BRACKET
FOR i" COAX
SECTION A -A
(NTS)
4-/4 EACH
WAY TYP.
?X12" Q
cl
TYPICAL WAVEGUIDE BRIDGE FOUNDATION t2.-.
(nts) 8'-0" 16'-0" SWALE DITCH MINIMUM
1'-0' DEEP W/ 3:1
3" CROWN SIDE SLOPES
3:1 SLOPE TO SCOPE DOWN I
I
EXISTING GROUND
�SUBGRADE
6" CRUSHED STONE BA ECOURSE
EXISTING GROUNDCOMPACTED TO 95%
MODIFIED PROCTOR DENSITIES
DTE. ALL CRUSHED STONE COURSES SHALL BE
COMPACTED TO 95% MODIFIED PROCTOR DENSITIES.
TYPICAL ROADWAY SECTION
iMd
1' DIA. 1' DIA.
12' GATE
�3' GATE r-- —6' GATE
SECURITY FENCE DETAILS
(NTSI
AE AS
iNER POST
MONOPOLE TOWER COMPOUND PLAN
SHEET NC 16.10
Intel
FINISH
GRADE
ATT..... ............
LEAD TO GROUNDING
SYSTEM PER PLAN
EQUIPMENT GROUND DETAIL
Ints)
ELEVATION
NOTE: SEE SHEET 18.38
FOR ADDITIONAL FOUNDATION
GROUNDING DETAILS.
TIE WIRE EACH
CROSSING POINT
(28 TIES) USE /2
COPPER FOR
CONCENTRIC -- SUPPORT
RINGS 8" APART
NOTE: TYPICAL
OF ALL LEGS
PLAN VIEW
FOUNDATION GROUNDING FOR
SELF SUPPORTED/MONOPOLE
SHEET NO. 16.3A
(ntsl
ALL DETAILS ARE PER THE STANDARD
SPRINT STV
TOWER SITE FACILITY
SITE PREPARATION
AND CONSTRUCTION MANUAL
GENERAL NOTES:
1.
CONTRACTOR SHALL PROVIDE I2 SU•.ID TINNED COPPER
CENTERLINE ACCESS
ROAD
d
WIRE GROUNDING LEADS PER SPECS AT LOCATIONS
MIN. 12" COVER OF COMPACTED
5
INDICATED ON PLAN ALL LEADS TO BUILDING
SUBGRADE MATERIAL OVER TOP
SIDE SLOPE OF SIDE
GROUND SUBSYSTEM HALO GROUND LOOP SHALL BE
OF CULVERT
UND
ARO
RIP -RAP AROUND
RAP
DITCH (IF PRESENTI
EXTER
R BLDG.
PART OF THE HALO GROUND SYSTEM AND SHALL BE
FLARED END SECTION
7
GROUNC BAR
ATTACHED TO THE TOWER, SHELTER AND FENCE UPON
PER DETAIL "D'
COMPLETION OF THEIR CONSTRUCTION. ALL UNDER -
INDICATES DIRECTION
SHELTER GROUND LEAD—
8 6
THIS SHEET
GROUND LEADS TO BE BURIED 2'-8' DEEP PER SPECS.
RIP -RAP TO REDISTRIBUTE FLOW
OF DRAINAGE FLOW
MAX. SEE DET. 'E" THIS SHEET
LENGTH OF LEADS TO BE FIELD DETERMINED.
(UNLESS EXISTING DITCH IS PRESENT)
l
I
�10'
NOTE: SCHEMATIC ONLY
TYP)
2,
PROVIDE GROUNDING LEAD FROM INTERIOR HALO
11
SEE SHEETS 2.1 6 d FOR
AND LOCATION OF TOWER
GROUNDING RING AT EACH CORNER OF SHELTER. I! REO'DI
FL OF EXISTING
EXTENSION ARM 6
AND EQUIPMENT SHELTER
3.
PROVIDE GROUNDING LEAD FROM TOWER MOUNTED GROUND
FLARED END SECTION
DITCH (IF PRESENT)
J STRANDS BARBED WIRE
BAR (1 REO'DI
FLARED END SECTION
To
COMPACT TO 96%
ITOE'PILATE
3.
2
9
!.
PROVIDE GROUNDING LEAD FROM EACH CORNER OF TOWER.
ULVERT AS SIZED ON PLAN
IS GA. POLYMER COATED
PROCTOR AROUND
_
1
(3 REO'Al
CORRUGATED METAL PIPE
02 SOLID TINNED WIRE. MEGGER
1.680 O.D. TOP RAIL
TESTED TO OBTAIN 5 OHMS OR
5.
PROVIDE GROUNDING LEAD FROM POWER POLE (1 REO'DI
LESS. RESULTS TO BE PROVIDED
AT '°DX CONSTRUCTION COMPLETION.TYPICAL
5/8" X 6'-0" GROUND ROD PER
S.
PROVIDE GROUNDING LEAD FROM WAVE GUIDE BRIDGE
SECTION
T H R U
CULVERT
ILENGTH AS REOUIREDI
SPECS AT 6'-0" O.C. MAX. DRIVE
ATTACH TO WAVE GUIDE SUPPORTS AS REO'D (1 REO'D)
2'-8" MIN BELOW GRADE TYPICAL
(nts)
\,
,r
7.
PROVIDE GROUNDING LEAD FROM 200A PANEL BOARD
-
(1 REO'D)
BRAIDED COPPER
6.
PROVIDE GROUNDING LEAD FROM INTERIOR MASTER GROUND
-1.68D OU. POST BRAOE 16' d CVERI
STRAP AT GATE
BAR. It REO'DI
1.860 O.D. �"
'�
PER SPECS
CENTER RAILir'�+
CE6
CE
—
9.
PROVIDE GROUNDING LEAD TO EACH CORNER FENCE POST.
OVER) ;.
(10'(4
�
REO'DI
j ill
10.
ATTACH RADIALS AT EACH CONNECTION SHOWN TO THE
HALO LOOP. EXTEND EACH RADIAL 75'-0" OR TO THE LIMIT OF
FER BRIDGE LEAD
THE PROPERTY LINE EVER COMES FIRST). GROUND EACH
II
VII)
r CAD WELD /2 COPPER TO
l%S' TRUSS RO 1JI
I
S ET
RADIAL TO EACH FENCECE PO POST IN ITS PATH.
TOWER LEG --SII
III
/ TOWER LEG BASEPLATE
r. 6 OVER?
. 11
BELOW FINISHGRADE
1' DIA. 1' DIA.
12' GATE
�3' GATE r-- —6' GATE
SECURITY FENCE DETAILS
(NTSI
AE AS
iNER POST
MONOPOLE TOWER COMPOUND PLAN
SHEET NC 16.10
Intel
FINISH
GRADE
ATT..... ............
LEAD TO GROUNDING
SYSTEM PER PLAN
EQUIPMENT GROUND DETAIL
Ints)
ELEVATION
NOTE: SEE SHEET 18.38
FOR ADDITIONAL FOUNDATION
GROUNDING DETAILS.
TIE WIRE EACH
CROSSING POINT
(28 TIES) USE /2
COPPER FOR
CONCENTRIC -- SUPPORT
RINGS 8" APART
NOTE: TYPICAL
OF ALL LEGS
PLAN VIEW
FOUNDATION GROUNDING FOR
SELF SUPPORTED/MONOPOLE
SHEET NO. 16.3A
(ntsl
ALL DETAILS ARE PER THE STANDARD
SPRINT STV
TOWER SITE FACILITY
SITE PREPARATION
AND CONSTRUCTION MANUAL