HomeMy WebLinkAbout10 Old Hyannis Road - 06 - Structural DetailsSCALE: 1-1 W:\SPRINT\7472\CAPECOD\73\RBA663LC6.DWG 6/'
M
LO
00
19 RJS
13'-9 1 /2"
5 1/4"
2'-3 9/16" 1 2'-3 9/16" 1'-11 1/4" 1 V-7 1/4" 1'-7 1/4"
9 7/8"
7 5/16" 3 3/4
2 11/16"
W8x24
6/4
ISSUED FOR CONSTRCti"
/71
ISSUED FOR REVIEW
NO.
DATE
REWSKM
SCALE NTS
DESIGNED SD
v
N
00 x
1n
O
W8x24
N
<r
x
x
o
I
cC-43
I
W8x24
W8 2 1/2"
to
V-9"
n
00
L4"x3.5"x1/4" CLIP
CONNECTION W/
3/4' DIA. A325
3/4" DIA. ANCHOR BOLT GALVANIZED BOLTS
W/OVERSIZE WASHER & (TYP')
1" OVERSIZE HOLE (TYP)
CONC. PIER (TYP) BOTTOM FLANGE
PCS EQUIPMENT SUPPORT FRAME MOUNTING
(i HOLE LOCATIONS E—CELL FIVE CABINET LAY
NTS
%-TANK SURFACE
COAX (TYP)-
s
N
0
Z
n �
2 1/2-
%--TANK
/2"
X1/4" DIA. CAPACITOR
DISCHARGE STUDS
P1000 UNISTRUT (3 PER COAX SUPPORT)
SPACED 4'-0" O.C. W/ 1/2" NYLON BUSHING
® CENTER, SHIM W/NYLON
BUSHINGS 0 ENDS AS REQ'D
18"
SUPPORT POST
SUPPORT POST FOOTING 381A
NTS
��CLOUGH, HARBOUR
WA& ASSOCIATES LLP
ENGINEERS, SURVEYORS, PLANNERS
ORaw+O 1999IGHT 6 LANDSCAPE ARCHITECTS
171 PARK AVENUE - WEST SPRINGFIELD, MA - 01090
P.O. BOX 626 413-746-0796
CHA Project No. 7472-73
10
TIES 0 18
Er... ..�.,_
Iffillw:IX7
30"
4.
METER LOCATION
IF MOUNTED TS3x2 TYP
TO PPC PANEL
N�
PWR TELCO
PPC MINI WALL MOUNTED POWER
PLAN PROTECTION CABINET
NORTHERN TECHNOL'OGIES.
4'-0" PART NO. N2101 -W01
3" 1'-9" 1'-9" 3"
6" 21/4" CAP PL
04
N 3' 3" SEAL WELD
TS 3x2x 1/4
1/2" DIA HOLE FOR
N� 3/8" DIA THRU BOLT
W 1 1 /2 DIA v
PPC MINI < x OVERSIZE "WASHERS
J v (TYP 7 PLACES)
<V)
TS 3x2x1/4 ~
3/16
14x3x1 /4 1 /2" DIA
'- „ LERECTION VENT HOLE
o AID SEAT N
to 1'-6" DIA CONCRETE
FOOTING
REF. DETAIL
381A SECTION
PPC MINI MOUNTING FRAME 419
YARMOUTH, PROSPECT HILL WATER TANK
YARMOUTH WATER DEPT.
OLD HYANNIS ROAD/ PROSPECT HILL
YARMOUTH, MA. 02664
5 1 4
NTS
12"
It 1/4"x 8"x 0'-8
(TYP)
WATER TANK MOUNT BY
MICROFLECT PART NO
99283 TRIM AS REQUIRED
STABILIZER ROD ATTACH TO
TANK WITH ONE 3/8" COPPER
CLAD CAPACITOR DISCHARGE
STUD BY TRU-WELD.--\
EXISTING
3/8" DIA. COPPER CLAD THREADED—
CAPACITOR
HREADED—CAPACITOR DISCHARGE STUDS BY
TRU-WELD ORAPPROVED EQUAL BY
OWNER (TYP). TORQUE TO 100
INCH -LBS WITH OVERSIZE WASHER
ALL STUDS TO BE COLD GALV. AFTER
INSTALLATION.
Sprint Spectrurii, LP
—® CROSSROADS CORPORATE CENTER
1 INTERNATIONAL BOULEVARD, SUITE 800
MAHWAH, NEW JERSEY 07495
BOSTON MTA
SITE NO.: BS23XC663B2
. 3
TRIM BRACE AS
REQUIRED (TYP)
IE 1/4"x 6"x
(TYP)
TS 4"x4"x1/4" KICKER
BRACE. ATTACH TO
TANK WITH (4) -3/8 -
COPPER CLAD CAPACI'
DISCHARGE STUDS BY
TRU-WELD.
4" SCH. 40 STEEL PIPE
ATTACH TO TANK WITH
(4)-3/8" COPPER CAPACITOR
DISCHARGE STUDS BY
TRU-WELD.
SPRINT PANEL ANTENNA (ATTACH PER
MFR SPEC)
U
5" TYP 1 1/2" (TYP)
3/8" DIA. COPPER CLAD THREADED
CAPACITOR DISCHARGE STUDS BY
TRU-WELD ORAPPROVED EQUAL BY
OWNER (TYP). TORQUE TO 100
INCH -LBS WITH OVERSIZE WASHER
ALL STUDS TO BE COLD GALV. AFTER
iv INSTALLATION.
FIELD DRILL MOUNTING
PLATE AS REQUIRED
(TYP)
0 0
O O O
'01 PLAN
TOWER MOUNTED FRAME BY MICROFLECT
PART NO. 99285 (MOUNTING PLATE TO BE
MODIFIED FOR ATTACHMENT TO 2 3/8" O.D.
WATER TANK MOUNTING PIPE. ATTACH PER
MFR. SPEC)
2 ANTENNA MOUNT AND FRAME
NTS
TS 4"x4"X1/4" BEAM
(TYP)
U -BOLT KICKER BRACE
AND TS BEAMS TO 4"
STEEL PIPE (TYP)
FIBERGLASS SCREEN WALL
BY PACIFIC CELL SITE
SYSTEMS, INC.
P 6"x6"x1/4'
(TYP)
RJS SB IAJK
RJS SB MJK
BY CHK APP'D
DRAWN RJS
e CONNECTION, DETAIL
NO SCALE
Me
i
4" SCH. 40
STEEL PIPE
TS4"x4" BEAM
U -BOLT BEAM
TO PIPE COLUMN
I
i
-v� Sprint Spectrum, LP
STRUCTURAL DETAILS
JOB NO. DRAWING NUMBER REV
RBA663C6 1
22 z 34 D SIZE
A
6/4
ISSUED FOR CONSTRCti"
/71
ISSUED FOR REVIEW
NO.
DATE
REWSKM
SCALE NTS
DESIGNED SD
RJS SB IAJK
RJS SB MJK
BY CHK APP'D
DRAWN RJS
e CONNECTION, DETAIL
NO SCALE
Me
i
4" SCH. 40
STEEL PIPE
TS4"x4" BEAM
U -BOLT BEAM
TO PIPE COLUMN
I
i
-v� Sprint Spectrum, LP
STRUCTURAL DETAILS
JOB NO. DRAWING NUMBER REV
RBA663C6 1
22 z 34 D SIZE
A