HomeMy WebLinkAboutDecision 3511 - Site Details and Elevation1.
ALL MATERIALS AS YF1L AS METHODS AND PROCESSES USED
8.
ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE
RAD
IN THE PERFORMANCE OF THE V.'ORK SHALL CONFORM TO THE
EST. CAB.
YEAR, UNLESS OTHERWISE NOTED. ALL CONTRACTORS
DOWN TILT
STANDARDS OF THE MASSACHUSETTS STATE BUILDING CODE
EXISTING CHAIN LINK FENCE
SHALL SUBMIT IN WRITING THIS GUARANTEE.
SIZE
AND THE GENERAL CONTRACTOR SHALL BECOME FAMILIAR
LENGTH
ABOVE GROUND LEVEL
WITH SUCH REQUIREMENTS.
9.
UNLESS SPECIFICALLY NOTED OTH,ERWSE, ALL WORK SHOWN
DECI8ELfFRR90-17-222-DP-M2I-TC
CABLE WAVE
98.6' AGL
ON THESE DRAY:"NGS SHALL BE PERFORMED BY THE GENERAL
2.
THE GENERAL CONTRACTOR SHALL WO PLY WITH THE RULES
0'/2'
CONTRACTOR.
OF THE BUILDING AS TO THE HOURS OF AVAILABILITY OF
1-1/4"
HANDLING MATERIALS, EQUIPMENT AND DEBRIS'TO
10.
GENERAL CONTRACTOR SHALL COOPOIN'ATE THEIR WOPK WTH
AVOID CONFUCT AND INTERFERENCE WTH FACILITY
DECIBEL#TRR90-17-222-DP-M2I-TC
THE WORK OF ALL OTHER CONTRACTORS, WiETHER THEIR
98.6' AGL
BUILDING OPERATIONS. CONTRACTORS SHALL BE
120'
OWN OR THOSE ON SEPARATE CONTRACT. PRIOR TO
0'/2'
RESPONSIBLE FOR HANDLING MATERIALS,
Bl
COMMENCING WORK, THE GENERAL CONTRACTOR SHALL
CABLE WAVE
98.6' AGL
165'
PROVIDE A WORK SCHEDULE TO SHOA' ESTIVATE0
3.
GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE
COMMENCEMENT AND COMPLETION DATES OF EAU! TPADE,
PROTECTION OF OLD AND NEW WORK DURING THE
IDENTIFYING ALSO LONG LEAD ITEMS,
CONSTRUCTION PERIOD. SHOULD DAMAGE OCCUR, THE
62
CONTRACTOR SHALL REPAIR AT 'THEIR OWN EXPENSE.
11.
WHEN "APPROVED EQUAL", 'EQUAL TO' OR OTHER GENERAL
165'
120'
Tx1/Rx1GGY
QUALIFYING TERMS ARE USED, IT SHALL BE BASED UPON
4.
CONTRACTOR TO CONTROL CLEANING TO PREVENT GIRT OR
THE REVIEW AND APPROVAL BY MATERIAL
DUST FROM LEAVING THE JOB SITE AND INFILTRATING
WITHOUTTELECORRI:O
SUBSTITUTIONS SHALL BE MAD,. WITHOUT FIRST �J. 0 MI .,,
AREAS NOT INVOLVED IN THE PROJECT. GENERAL
Cl
TELECORP. SUBMIT SUBSTITUTE MATERIAL SPECIFICATIONS
CABLE WAVE
CONTRACTOR SHALL KEEP THE AREA REASONABLY CLEAN AND
285'
AND SAMPLES FOR APPROVAL, IN WRITING, PRIOR TO
Tx2/Rx2
DUST FREE DURING WORKING HOURS AND LEGALLY DISPOSE
BW
COMMENCEMENT OF WORK.
OF ALL RUBBISH DAILY.
5.
CONTRACTOR IS RESPONSIBLE FOR THE PROTEC11ON OF
12.
A COPY OF THE LATEST SET OF CONSTRUCTION DRAWINGS
C2
WORKERS, PUBLIC AND PROPERTY.
WAVE
SHALL BE KEPT AT THE JOB SITE FOR REVEW BY TFLECOPP
285'
1
120'
13
TrE CC';^.ACTCIR SHa'_L HAVE A CG1DETENT
6.
WHATEVER WORK IS DO` V 0r N'' O"F'i TE DETA„_S OF
C_ioEP ITEC:DENT ON THE PR.EVSES AT ALL T,4_S WHEN
INSTRUCTIONS ARE GIVEN, THE CONN, ,A.CTOR SHALL
THE WORK IS IN PROGRESS.
PERFORM THE WORK, IN ACCORDANCE WTI THE BEST
PRACTICE; THAT IS, AS THE WORK IS IN ACCORDANCE
Y,1TH THE HIGHEST STANDARDS OF THE CONSTRUCTION
INDUSTRY, WITHOUT EXTRA CHARGE.
7.
ALL WORK IS TO BE DONE IN A FIRST CLASS MANNER AND
IN ACCORDANCE 104TH THE BEST PRACTICES WITH FIRST
CLASS MATERIALS. NO EXTRAS WILL BE PERMITTED
UNLESS SUBMITTED IN WRITING BY THE CONTRACTOR AND
ADPROVrD BY TELECORP.
2' - 6” r — — — — — —
2'-6" POW'I_R PRIMARY GROWTH FUTUREGROWTH
I "
2'-6" L —
11,2'-7" 8. 2'-4" 2'-4"
HEATHER
COAX CABLE AND ANTENNA SCHEDULE
SECTOR
ANTENNA TYPE
COAX
RAD
AZIMUTH
EST. CAB.
Tx / Rx
DOWN TILT
COLOR
EXISTING CHAIN LINK FENCE
0
SIZE
CENTER
LENGTH
ABOVE GROUND LEVEL
MECH/ELEC
CODE
Al
DECI8ELfFRR90-17-222-DP-M2I-TC
CABLE WAVE
98.6' AGL
45'
120'
Txl/Rxl
0'/2'
RW
1-1/4"
A2
DECIBEL#TRR90-17-222-DP-M2I-TC
CABLE WAVE
1-1/4"
98.6' AGL
45'
120'
Tx2/Rx2
0'/2'
RRY
Bl
DECIBEL#TRR90-17-222-DP-M2l-TC
CABLE WAVE
98.6' AGL
165'
1 120'
Tx2/Rx2E-/2GW
1-1/4"
62
DEC] BEL#TRR90-17-222-DP-M2I-TC
CABLE WAVE
-
98.6' AGL
165'
120'
Tx1/Rx1GGY
1 -1/4
-1/4"C1
Cl
DECIBEL#TRR90-17-222-DP-M2I-TC
CABLE WAVE
98 6' AGL
285'
120'
Tx2/Rx2
0'/2'
BW
1-1/4"
C2
!CABLE
DECIBEL#TRR90-17-222- DP- M2I-TC
WAVE
98.6' AGL
285'
1
120'
Txi/Rxl
0'/2'
BBY
1-1/4"
NOTES: R–RED–YELL0W G -GREEN V1-v.�' i� 8-9_UE
1. TYPE AND SIZE OF THE ANTENNA CABLES ARE BASED ON ESTIMATED LENGTHS.
PRIOR TO ORDERING CABLE, CONTRACTOR TO VERIFY ACTUAL LENGTH BASED ON
CONSTRUCTION LAYOUT AND NOTIFY ENGINEER IF ACTUAL LENGTH EXCEEDS
ESTIMATED LENGTHS.
2. AS -BUILT DRAWINGS TO BE COMPLETED BY FIELD ENGINEER WITH ACTUAL LENGTHS.
3. AZIMUTHS ARE ORIENTED CLOCKWISE FROM TRUE NORTH.
n
S:�_E: N -'.S.
BENCHMARK:
MARK ON POLE
1 Q EL.= 35.0 (MSL)
ti
_. � SECTOR �s
i. PROPOSED SHRUBS TO MATCH
SURROUNDINGS AND TO GROW NO
TRUE NOR /SOUTH; NO HIGHER THAN 8'
LINE STAKE® 82.84' \
LONG W/ REBAR *�;+
\ PROPOSED TELECORP
20'x20' LEASE AREA
C)
� PROPOSED 8' HIGH
STOCVrCE FENCE
J `PROPOSED 25' WIDE ACCESS
AND UTILITY CORRIDOR
PRO^OSED UTILITIES LOCATION
TO EE DETERMINED BY COM
ELECTRIC AT TIME OF INSTALLATION
y
I
GRAPHIC SCALE
20 C 17 20 40 M
_.._:.. .
( TN FEET )
1 -inch – 20 fL
co[' OUND R1.1111' 2
SCALE: 1'=20'
A-1
ANTENNA DI!.+ENSIONS:
72'H x 16"CIA
-- AMPLIFIER HOUSING:
24"H x 16"DIA
EGEND
-O-
PROPOSED UTILITY POLE
/"W YW
EXISTING TREELIKE
PROPOSED POWER AND TELEPHONE
P/T
C -CL)
EXISTING UTILITY POLE
—Q p
EXISTING CHAIN LINK FENCE
0
DETAILS
D�yG
A.G.L.
ABOVE GROUND LEVEL
A.M.S.L.
ABOVE MEAN SEA LEVEL
TYR
TYPICAL
PROPOSED 2'
AMPLIFIER HOUSING
PROPOSED 6'
ACCELERATOR �EXISTING STATIC
ANTENNA LINE
85.8'± AGL
72.1'± AGL
EXISTING
POWER LI
U .0
N i,
v 55.5'1 AGL
O
y �
94.6' EXISTING
COMMONWEALTH
ELECTRIC CO.
TRANSMISSION POLE —�
PROPOSED TELECORP
EQUIPMENT ON
CONCRETE SLAB -1
PROPOSED ICE
BRIDGE
PROPOSED 8' HIGH
STOCKADE FENCE J � RROOPODS UPC
CPOLE
=30.1'± AMSL
i I
EXISTING FOUNDATION
CONFIGURATION
UNKNOWN
H
J
W �
z
o W
0 O
o n.
U z
c� L'
zm
yC V)
W Z
o�
as
O U
H
O U
�p U
J
0) W
PROPOSED 6' CHAIN LINK
SECURITY FENCE AROUND
ENTIRE LEASE AREA
EAST POLE ELEVATION' 3 .
SCALE: 1"=10'
A-1
GRAPHIC SCALE
i0 0 S 10 20 40
( IN FErT )
1 inch -= 10 fL
FILE: 554442C2
L decor
1101 17th STREET NW,
9th FLOOR
WASHINGTON, DC 20036
OFFICE: (603)-598-9850
FAX: (603)-598-9950
TECI{"OLOer-=S. VMC.
20 INDUSTRIAL PARK DRIVE,
SUITE 200
NASHUA, NH 03062
OFFICE: (603)-598-9850
FAX: 603)-598-9950
A3F FIRt1
fiTL AV71C WIRCLEC,
t'rTLAfITIC
TECI'C'OI.A E''r-C. I' ^C.
P.O. Box 1051, Sandwich, MA 02563
PHONE: (503) 868 — 9282
FAX: (508) 888 — 5859
THOI
CIVIL
No.a2ima
APPROVALS
LUCENT
TELECORP
LANDLORD
LEASING
R.F.
CONSTRUCTION
PROJECT N0: 5544.42
DRAWN BY: D. R.
CHECKED BY: M.F.J.
SUBMITTALS
2
10/21/98
ISSUED FOR ZONING
1
10/15/981
ISSUED FOR REVIEW
THE INFORMATION CONTAINED IN
THIS SET OF DOCUMENTS IS
PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN
THAT ni ICH RELATES TO TO FCORP
IS STRICTLY PROHIBITED.
COM—E-36
HYNO10A
82 SHAKER HOUSE RD.
YARMOUTH, MASSACHUSETTS
SHEET TITLE
SITE DETAILS
AND ELEVATION
SHEET NUu°ER
C-2