HomeMy WebLinkAboutSprint - PCS Site Plan Review - Enlarged Site Plan & ElevationSCALE -I 10 W:\SPRINT\7472\CAPECOD\73\RNA663C3.DWG 6/16/99 JRH
�,•-_...�� -2.0 CER `IFICATION
' '••�. �,; "`�• "` `�..•••-•-_...._"' LAT:' -•.41- 41- 34.3`•N...,
l ....... LONG: 70-14-46.4
_......._.._.............- ............................... EL V 121.3
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•.,,,� t• w000s
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97SERCLASS SCREENED WALL
MOUNTED AROUND ANTENNAS
C6 A T TOP OF TANK, SCREENED
WALL BY PACIFIC CELLS/TE I
SYSTEMS, INC _
TYPICAL ANGLE BETWEEN
Z SCREEN WALL POSTS
W
TYPICAL D/5Ti4NCE TO N 5
SCREEN WALL POST
2 SPR/NT ANTFNNA FRAME \ 30� 0
MOUNTED TO r0P OF W TER
C6 TANK (TYP) 60 0"
SPR/NT PCS ANTENNAS 1
AZIMUT GIN EX/SANG 77f
SECTQRH3280' WATER TANK RAD C5
ACCESS DOOR /N
ACCESS SCREENED WALL BY _--
11.5' HATCH PAC/6' SWING
F/C CELLS/T£
SYSTEMS, INC
CCESS HATCH
3
TYPICAL DISTANCE TO
ANTENNA FACE CABLE TRA Y MOUNTED 3 BL 4
TO TOP OF WATER TANK C6 N 2715541.43
00 E 998656.86
04
0 2
' 806 GPS ANTENNA MOUNTED N w ,,_ . "" M~ • ----_ ...:
E4 TO ANTENNA FRAME 4 ui
7000
0
4'
/76 COAX CABLES MOUNT rO
TO 0WRFL OW PIPE
xy
E
k 4
LADDER
5
OVERFLOW PIPE
�S
__..,..................
�
rnnRInINATF I AYOIIT TARI F
POINT #
I NORTHING
EASTING
AZIMUTH 180
DESC.
1
2715625;25
998513.65
BL
2
LENGTH FT *
2
2715541.43
998656.86
BL
4
LENGTH
3
2715540.88
998663.49
N.
FENCE
CORNER
4
2715519.99
998649.74
W.
FENCE
CORNER
5
2715514.49
998658.10
S.
FENCE
CORNER
6
2715535.38
998671.84
E.
FENCE
CORNER
NOTE: SEE SHEET RNA663C2 FOR BL¢#2
w
MINI ON419
PIER C6
T FENCE 901
C4
-- SPR/NT SP£CIRUM
10'X25' LEASE AREA
SPR/NT EOU/PM£NT
CAB/NETS ON P/ER 1
FOUNDA TIONS C6
,...xt....................._.~......... ~... -..._ ? CHAIN LINK FENCE
s,
. ...~............_.............. _ __ . 26 0 INSTALL CRUSHED
STONE SURFACE
TREA TMENT W/7H/N
TOHER YARD
yBECICH MAR1< 4
"X `'CT" ANCHOR
BOLT 6F. WATER TANK !'
SPR/NT /CE BRIDGE
ELEV = 124.-.0 `
GRAPHIC SCALE \
10 0 S 10 20 40 1
ENLARGED PARTIAL PLAN
( IN FEET) SCALE 1"=10'
1 Inch = 10 ft. _..
'Awff!lAl CLOUGH, HARBOUR YARMOUTH, PROSPECT HILL WATER TANK
ASSOCIATES LLP
DRAWING COPYRIGHT ENGINEERS, SURVEYORS, PLANNERS YARMOUTH WATER DEPT.
(D 1999 & L-ANOSCAPE ARCHITECTS OLD HYANNIS ROAD/ PROSPECT HILL
171 PARK AVENUE - WEST SPRINGFIELD, MA - 01090 YARMOUTH, 'MA. 02664
P.O. BOX 626 413-746-0796 J
CHA Project No. 7472-73
4
CABLEWAVE FLEXWELL PREMIUM JUMPER
FLC 12 JUMPER-DINM/PNM 3FT.-PREMIUM
(815414-003P).
22 GROUND
E3 (TAR -
OP OF TOWER)
GROUNDING KIT
�CABLEWAVE 916201).
TYP.OF 6)
RE322
GROUND BAR
BOTTOM OF TOWER)-
VROUND BAR
(AT ACCA)
BY OTHERS
ANTENNA TYPE: TYPICAL
AZIMUTH 60' - PCSS090-16-0 GPS ANTENNA
AZIMUTH 180' - PCSS090-16-0
AZIMUTH 280'-PCSS090-16-0
.--7/16" DIN FEMALE CONNECTOR (ANTENNA)
N FEMALE CONNECTOR 806
(CABLEWAVE 738863). E4 =
CABLEWAVE FLEXWELL FLC 158
CABLE TYPE 810920-001
GPS ANTENNA KIT LUCENT
407517689 OR 407479336 FOR RUNS
LONGER THAN 300 FT.
-N TYPE FEMALE CONNECTOR (ANTENNA)
-N TYPE MALE CABLE CONNECTOR CABLEWAVE 73480
D
GROUNDING KIT CABLEWAVE
TYPE 916198
CABLEWAVE FLEXWELL FLC 12 CABLE TYPE 810918-00
GROUNDING KIT CABLEWAVE
ANTENNA CABLE COVER ASSEMBLY TYPE 916198
,,-N TYPE FEMALE CONNECTOR
CABLEWAVE 738863
�-- ANTENNA CABLE COVER ASSEMBLY EXIT
F-4' PREMIUM FLEXWELL JUMPER.
PRIMARY RADIO CABINET
SECTOR (TYP.)
ANTENNA CABLE CONFIGURATION
N TYPE MALE CONNECTOR CABLEWAVE 734803
* ESTIMATED LENGTHS FROM AVAILABLE INFORMATION.
FIELD ENGINEER TO UPDATE ON AS -BUILT DRAWINGS
NOTE: CONTRACTOR TO CERTIFY ANTENNA AZIMUTHS ARE WITHIN
f 2. OF INFORMATION SHOWN WITH REGISTERED LAND SURVEYOR
ANTENNA CABLE CONFIGURATION
SITE WORK GENERAL NOTES:
1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND
STIPULATED IN THE SPECIFICATION PROJECT SUMMARY.
2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL
BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW
AWAY FROM THE PCS EQUIPMENT AND TOWER AREAS.
4. NO FILL OR EMBANKMENT ('MATERIAL SHALL BE PLACED ON FROZEN
GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED
IN ANY FILL OR EMBANKMENT.
5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH
UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.
6. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER
UITLITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED
AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF
THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS.
EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN
EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.
CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING
CREW.
7. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER
UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK,
SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE
DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE
EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF
ENGINEERING.
8. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND
NOT COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO
A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH
AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK.
9. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING
CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING
CONSTRUCTION, SHALL BE IN CONFORMANCE WITH STATE OF
MASSACHUSETTS GUIDELINES FOR EROSION AND SEDIMENT CONTROL
AND COORDINATED WITH THE TOWN/COUNTY CODE ENFORCEMENT OFFICE.
F
S rine Spectrum-, L
P
CROSSROADS nPPnPATF CENTER
1 8A4A9 ISSUED FOR CONSTRUCTION KOK KJW JPS
1 INTERNATIONAL BOULEVARD, SUITE 800
MAHWAH, NEW JERSEY 07495 6'2, ISSUED FOR REVIEW JRH KJw JPs
NO. DATE REVISIONS BY CHK APP'D
BOSTON MTA
SITE NO.: BS23XC663B2 SCALE 1" _ 10• DESIGNED B.R.B. DRAWN JRH
2
THIRD PARTY BILL OF MATERIALS
AZIMUTH 60
DOWNTILT= 0'
AZIMUTH 180
1 DOWNTILT= 0'
AZIMUTH 280
1 DOWNTILT= 0'
GPS ANTENNA
QUANTITY
COAX
LENGTH FT *
COAX
LENGTH FT. *
COAX
LENGTH FT *
AX
CABLE
LENGTH
RX/TX 1D
RX QQ
RX/TX ®
RX QQ
RX/TX �5
RX
FROCABLE
M/TOTYPE/S
TYPE/SIZE
CABLE
TYPE/ ZE
ABLE
T1 PE/SIZE
TYPE/
GPS Q7
TOP
815414-003P
2
3
815414-003P
N/A
N/A
815414-003PSIZE
JUMPER CABLES:
N/A
-
JUMPER CABLE
1/2„
3
3
1/2"
3
3
1/2*
3
3
4
N CABLES:
A2
FROM TOP JUMPER
TO ANTENNA CABLE
810920-001
200'
200'
810920-001
195'
195'
810920-001
210'
210'
1/2"
195'
COVER ASSEMBLY
1-5/8"
• 1-5/8" DIA. FLEXWELL COAXIAL (CABLEWAVE 810920-001)
6
1-5/8"
1400'
5
1-5/8"
ANTENNA CABLE
•1/2" CABLE (CABLEWAVE 916198)
1
N/A
N/A
• 7/8" CABLE (CABLEWAVE 916199)
N/A
COVER ASSEMBLY
TO PRIMARY
1 /2"
4
4
1 /2"
4
4
1 /2„
4
4
N/A
-
RADIO CABINET
*MALE "N" 1/2" (CABLEWAVE 734803)
2
N/A
N/A
*FEMALE "N" 1/2' (CABLEWAVE 734806)
N/A
N/A
N/A
• MALE DIN 7/16" (CABLEWAVE 734737)
(BY OTHERS)
N/A
N/A
*FEMALE 'N" 7/8" (CABLEWAVE 734837)
N/A
N/A
N/A
*FEMALE "N" 1-5/8" (CABLEWAW 738863)
12
N/A
NOTE: CONTRACTOR TO CERTIFY ANTENNA AZIMUTHS ARE WITHIN
f 2. OF INFORMATION SHOWN WITH REGISTERED LAND SURVEYOR
ANTENNA CABLE CONFIGURATION
SITE WORK GENERAL NOTES:
1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND
STIPULATED IN THE SPECIFICATION PROJECT SUMMARY.
2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL
BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW
AWAY FROM THE PCS EQUIPMENT AND TOWER AREAS.
4. NO FILL OR EMBANKMENT ('MATERIAL SHALL BE PLACED ON FROZEN
GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED
IN ANY FILL OR EMBANKMENT.
5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH
UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.
6. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER
UITLITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED
AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF
THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS.
EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN
EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.
CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING
CREW.
7. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER
UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK,
SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE
DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE
EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF
ENGINEERING.
8. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND
NOT COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO
A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH
AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK.
9. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING
CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING
CONSTRUCTION, SHALL BE IN CONFORMANCE WITH STATE OF
MASSACHUSETTS GUIDELINES FOR EROSION AND SEDIMENT CONTROL
AND COORDINATED WITH THE TOWN/COUNTY CODE ENFORCEMENT OFFICE.
F
S rine Spectrum-, L
P
CROSSROADS nPPnPATF CENTER
1 8A4A9 ISSUED FOR CONSTRUCTION KOK KJW JPS
1 INTERNATIONAL BOULEVARD, SUITE 800
MAHWAH, NEW JERSEY 07495 6'2, ISSUED FOR REVIEW JRH KJw JPs
NO. DATE REVISIONS BY CHK APP'D
BOSTON MTA
SITE NO.: BS23XC663B2 SCALE 1" _ 10• DESIGNED B.R.B. DRAWN JRH
2
THIRD PARTY BILL OF MATERIALS
SITE NAME:
YARMOUTH WATER TANK SITE NO.: BS23XC6638A E
FIRM: CLOUGH
HARBOUR & ASS OCIATES LLP
ITEM
DESCRIPTION
QUANTITY
LENGTH
TOTAL
NO.
(EACH)
(FEET EACH)
LENGTH
1
ANTENNAS:
• RSI WIRELESS PCSS090-16-0
6
N/A
N/A
*GPS - LUCENT # 407517689
1
N/A
N/A
2
MECHANICAL DOWNTILT KIT - XSL50976
6
N/A
N/A
3
JUMPER CABLES:
• FLEXWELL COAXIAL JUMPER ASSEMBLY
3
N/A
(CABLEWAVE 815414-003P):
6
4
N CABLES:
A2
DIA
•1/FLEXWELL COAXIAL (CABLEWAVE 810918-001)
1
FIELD
225'
• 7/8" DIA. FLEXWELL COAXIAL (CABLEWAVE 810921-001)
N/A
CUT
N/A
• 1-5/8" DIA. FLEXWELL COAXIAL (CABLEWAVE 810920-001)
6
LEND M
1400'
5
GROUNDING KITS WITH 60" GROUND CABLE AND 2 -HOLE LUGS FOR
THE FOLLOWING:
•1/2" CABLE (CABLEWAVE 916198)
1
N/A
N/A
• 7/8" CABLE (CABLEWAVE 916199)
N/A
N/A
N/A
•1-5/8" CABLE (CABLEWAVE 916201)
18
N/A
N/A
6
CONNECTORS - UNATTACHED FOR GPS AND MAIN CABLES:
*MALE "N" 1/2" (CABLEWAVE 734803)
2
N/A
N/A
*FEMALE "N" 1/2' (CABLEWAVE 734806)
N/A
N/A
N/A
• MALE DIN 7/16" (CABLEWAVE 734737)
N/A
N/A
N/A
*FEMALE 'N" 7/8" (CABLEWAVE 734837)
N/A
N/A
N/A
*FEMALE "N" 1-5/8" (CABLEWAW 738863)
12
N/A
N/A
7
PPC MINI (200 AMP), IN UNE TYPE AS MANUFACTURED BY
1
N/A
N/A
NORTHERN TECHNOLOGIES, MODEL # N2101-WOI
8
ACCA: PROVIDED BY LUCENT
N/A
N/A
N/A
NOTES: 1. ITEMS LISTED TO BE SUPPLIED BY OWNER
2. ITEMS 3 AND 4 ARE FIELD FABRICATED BY CONTRACTOR
3
CO3
UK
IW
--- Sprint Spectrum, LP
ENLARGED SITE PLAN AND ELEVATION
JOB NO. DRAWING NUMBER REV
74725573 RBA663C3 1
22 x 34 D SIZE