HomeMy WebLinkAboutDecision 4781PROPOSED 112.0*008.7"H
ANTENNA
ELEVATION 0
3/16 0 = 1 9-0 111
EV: 0'— 0 " A.G.L.
NOTES:
1 AN ANALYSIS OF THE CAPACITY OF THE EXISTING
STRUCTURE TO SUPPORT THE PROPOSED LOADING
HAS NOT BEEN COMPLETED BY NEXIUS. I
DRAWINGS ARE SUBJECT TO CHANGE PENDING
OUTCOME OF A STRUCTURAL ANALYSIS.
!m
PROPOSED 112.0"Ox38.7"H li
ANTENNA
PROPOSED POLE
TOP MOUNT
LEASE EXHIBIT
THIS LEASE PLAN IS DIAGRAMMATIC IN NATURE AND
IS INTENDED TO PROVIDE GENERAL INFORMATION
REGARDING THE LOCATION AND SIZE OF THE
PROPOSED WIRELESS COMMUNICATION FACILITY. THE
SITE LAYOUT WILL BE FINALIZED UPON COMPLETION
OF SITE SURVEY AND FACILITY DESIGN
pIL
f
14
, 71,10
EXISTING TENSION
44r
'7
64 "f
"a I,
A 4
I — ---. — — — —11-1 — A— k., 11 _� _, -- , -- z — ,., , -
PHOTO DETAIL2 _
N.T.S.
PREPARED BY:
OPT
Exi
TRANFORM YOUR BUSNESS .. 7HROUGH WIRMESS
A&E OFFICE:
7A LYBERTY WAY
WESTFORD, MA 01886
1 (972) 755-1882
OF 444
JIM Y
CHENDANA
STRUCTURAL
No, 53634
A -
GIST
/ONAL
4AF97FCD5857423...
THIS DOCUMENT IS THE DESIGN
PROPERTY AND COPYRIGHT OF NEXIUS
AND FOR THE EXCLUSIVE USE BY THE
TITLE CLIENT. DUPLICATION OR USE
WITHOUT THE EXPRESS WRITTEN
CONSENT OF THE CREATOR IS
STRICTLY PROHIBITED.
DRAWING SCALES ARE INTENDED FOR
11 x17" SIZE PRINTED MEDIA ONLY.
ALL OTHER PRINTED SIZES ARE
DEEMED "NOT TO SCALE".
SUBMITTALS
REV DATE DESCRIPTION BY
B 08/29/16 REVISED PER RF im
C 11/11/16 REVISED PER 2C im
D 03/27/17 ADDRESS CHANGE KT
0 2/05/1 REVISED PER COMMENTS KT
1 1/18 REVISED PER COMMENTS m
SITE INFO:
SITE NAME:
YARMOUTH-SC30-MA
SITE ADDRESS:
U/P NO.: 286
ROUTE 6A
YARMOUTH, MA 02675
CHECKED BY: DATE:
KB 08/01/18
PROJECT NUMBER:
20151257328
SHEET NUMBER:
TOP
OF PROPOSED ANTENNA
ELEV: 311'-84
—A.G.L.
C.L. OF PROPOSED ANTENNAS
ELEV: -1 f
A.G.L.
PROPOSED POLE
TOP MOUNT
f t
TOP OF
EXISTING UTILITY
POLE
ELEV: 27 —6 f
A.G.L.
PROPOSED
4'R CLEARANCE
WEATHER HEAD
TO RIF EMITTING DEVICE
PER POWER
P
PROPOSED SECONDARY
PROPOSED
SECONDARY POWER
POWER
ELEV.- 23"-7"±
A.G.L.
EXISTING TENSION
CABLE
ELEV: 21'-6"±
A.G.L.
EXISTING TENSION
CABLE
EXISTING TENSION CABLE
-0—ELEV:
ELEV: 20'-671
A.G.L.
21'-0"
–001 EXISTING
TELCO
ELEV: 201-077±
A.G.L.
EXISTING TELCO
PROPOSED RGS
PROPOSED FIBER
CONDUIT TO METER
PROPOSED FIBER
PROPOSED 1/2" COAX CABLES
CONDUIT/U—GUARD
(TOTAL OF 2) & (1) RET CABLE
PROPOSED FIBER
W/ U—GUARD, TO ANTENNAS
DEMARC
PROPOSED AC/DC CONVERTER
MOUNTED BEHIND RRH'S (TOTAL OF 2)
PROPOSED DIPLEXERS
(TOTAL OF 2)
q w
MOUNTED TO BACK OF
RRH BRACKET, TO SUIT
eme
PROPOSED RRH S (TOTAL OF 2) SM
DETAIL I ZLE-3 FOR ORIENTATION
0
PROPOSED SAR-0 (BEHIND)
i
PROPOSED AC WIRING HARNESS
0
TO AC/DC CONVERTERS
PROPOSED ELECTRIICAL! EQUIPMENT
SEE DETAIL I-ZLE-3 FOR ORIENTATION
0
0
'PROPOSED
i. GROUND WIRE
EXISTING U/P NO.: 286
EXISTING
GRADE j,
ELEVATION 0
3/16 0 = 1 9-0 111
EV: 0'— 0 " A.G.L.
NOTES:
1 AN ANALYSIS OF THE CAPACITY OF THE EXISTING
STRUCTURE TO SUPPORT THE PROPOSED LOADING
HAS NOT BEEN COMPLETED BY NEXIUS. I
DRAWINGS ARE SUBJECT TO CHANGE PENDING
OUTCOME OF A STRUCTURAL ANALYSIS.
!m
PROPOSED 112.0"Ox38.7"H li
ANTENNA
PROPOSED POLE
TOP MOUNT
LEASE EXHIBIT
THIS LEASE PLAN IS DIAGRAMMATIC IN NATURE AND
IS INTENDED TO PROVIDE GENERAL INFORMATION
REGARDING THE LOCATION AND SIZE OF THE
PROPOSED WIRELESS COMMUNICATION FACILITY. THE
SITE LAYOUT WILL BE FINALIZED UPON COMPLETION
OF SITE SURVEY AND FACILITY DESIGN
pIL
f
14
, 71,10
EXISTING TENSION
44r
'7
64 "f
"a I,
A 4
I — ---. — — — —11-1 — A— k., 11 _� _, -- , -- z — ,., , -
PHOTO DETAIL2 _
N.T.S.
PREPARED BY:
OPT
Exi
TRANFORM YOUR BUSNESS .. 7HROUGH WIRMESS
A&E OFFICE:
7A LYBERTY WAY
WESTFORD, MA 01886
1 (972) 755-1882
OF 444
JIM Y
CHENDANA
STRUCTURAL
No, 53634
A -
GIST
/ONAL
4AF97FCD5857423...
THIS DOCUMENT IS THE DESIGN
PROPERTY AND COPYRIGHT OF NEXIUS
AND FOR THE EXCLUSIVE USE BY THE
TITLE CLIENT. DUPLICATION OR USE
WITHOUT THE EXPRESS WRITTEN
CONSENT OF THE CREATOR IS
STRICTLY PROHIBITED.
DRAWING SCALES ARE INTENDED FOR
11 x17" SIZE PRINTED MEDIA ONLY.
ALL OTHER PRINTED SIZES ARE
DEEMED "NOT TO SCALE".
SUBMITTALS
REV DATE DESCRIPTION BY
B 08/29/16 REVISED PER RF im
C 11/11/16 REVISED PER 2C im
D 03/27/17 ADDRESS CHANGE KT
0 2/05/1 REVISED PER COMMENTS KT
1 1/18 REVISED PER COMMENTS m
SITE INFO:
SITE NAME:
YARMOUTH-SC30-MA
SITE ADDRESS:
U/P NO.: 286
ROUTE 6A
YARMOUTH, MA 02675
CHECKED BY: DATE:
KB 08/01/18
PROJECT NUMBER:
20151257328
SHEET NUMBER:
388955
SITE ADDRESS:
UTILITY POLE NO.: 286
ROUTE 6A
YARMOUTH, MA 02675
LEY PLAN
SCALE: 1 C^'
W
APPROX. NORTH
50 0 50 100i 200
GRAPHIC SCALE: 1:50 (IN FEET)
POLE COORDINATES
LATITUDE (NAD83)
LONGITUDE (NAD83)
41' 42' 45.50" N
70' 12' 16.43" W
GROUND ELEVATION
T45' A.M.S.L. (NAVD88)
PREPARED BY:
n rl
Ell')
TRANFORM YOURTHROUGH
OFFICE:
7A LYBERTY WAY
WESTFORD, MA 01886
1 (972) 755-1882
JIMMY cl-�
CHENDANA
STRUCTURAL
No, 53634
IST
D
4AF97FCD5857423...
THIS DOCUMENT IS THE DESIGN
PROPERTY AND COPYRIGHT OF NEXIUS
AND FOR THE EXCLUSIVE USE BY THE
TITLE CLIENT. DUPLICATION OR USE
WITHOUT THE EXPRESS WRITTEN
CONSENT OF THE CREATOR IS
STRICTLY PROHIBITED.
DRAWING SCALES ARE INTENDED FOR
11 "x17" SIZE PRINTED MEDIA ONLY.
ALL OTHER PRINTED SIZES ARE
DEEMED "NOT TO SCALE".
SUBMITTALS
REV
DATE
DESCRIPTION
BY
8
08/29/16
REVISED PER RF
JM
C
11/11/16
REVISED PER 2C
JM
D
03/27/17
ADDRESS CHANGE
KT
0
02/05/18
REVISED PER COMMENTS
KT
1
PS/01/18
REVISED PER COMMENTS
AA
SITE INFO:
SITE NAME:
YARMOUTH_SC30_MA
SITE ADDRESS:
U/P NO.: 286
ROUTE 6A
YARMOUTH, MA 02675
SHEET NUMBER:
t
c
APPROX. NORTH
6.0"
RRH ORIENTATION PLAN,
3/8" = 1'-0"
FRONT SIDE
WEIGHT: 4.4 LBS.
DIPLEXER SPEC.
N.T.S.
9.0"
0000 00
0000 00
0000 00
0 0 0 0 0
O O 00 O O O
O O O O O
0000 00
0000 00
0 0 0 0 O O
0000 00
0 0 0 0 0
0000 0 0
0 0 0 0 0
0000 00
0000 00
0000 0
0000 00
0 0 0 0 O O
0 0 0 0 O O
0 0 0 0 O O
0000 00
0000. o 0
0 0 0 0 0
0000 0
0 0 00 0 O O
O O O O O
0 0 0 0 O O
0 0 0 0 O O
0000 0 0
0000 0 0
0000 0 0
0000 0 0
0000 0 0
0000 0 0
0 0 0 0
FRONT SIDE
700 RRH
WEIGHT: 57.2 LBS.
12" 7.3"
0000
0000
0000
000�
000� o 0
0000 0 0
O O O O
0000 0 0
000� o 0
0000 0 0
000� o 0
0 0 0 0 O O
0 0 0 0 O O
0000 0 0
0 0 0 0 0
000� o 0
0 0 0 0 0
000� o0
000� o 0
000� o 0
0000 00
000� o0
0000 00
0000 0 0
0000 0 0
000� o 0
0 0 0 0 0
0 0 0 0 0
C 0 0 0 O O
0 0 0 0 O O
000� o 0
000� o0
000� o 0
0000 0 0
000� o0
0 0 0
0000 00
0000 0 0
0000 0 0
000� o 0
0 0 0 0
FRONT SIDE
AWS RRH
WEIGHT: 56.8 LBS.
RRH SPEC.
5 N.T.S.
2
WIRELESS CONSTRUCTION, INC.
POLE/WALL MOUNT FOR DUAL
RADIO BRACKET
ITEM
DESCRIPTION
QTY.
1
DOUBLE MOUNT
2
2
70OMHZ RRH RACK W/
1
D
SUPPLIED HARDWARE
ADDRESS CHANGE
3
AWS RRH RACK W/
1
REVISED PER COMMENTS
SUPPLIED HARDWARE
RRH MOUNTING BRACKET SPEC.
10'-899 'LJ i N.T.S.
ANTENNA
ANTENNA
BRACKET
VARIABLE TILT, VARIABLE
AZIMUTH ANTENNA BASE
ASSEMBLY
TRHU—BOLT 1
BACK—UP PLA
NUTS & WASH
EXISTING UTILITY
ANTENNA MOUNTING DETAIL
N.T.S.
.TRICAL NOTES:
GENERAL WIRING DIAGRAM TAKEN FROM
E—MEMO PROVIDED BY JAMES F. GVAZDAUSKAS,
P.E. DATED 01/12/2017
ELECTRICAL CONTRACTOR SHALL INSTALL
THE "PROVIDED WIRING HARNESS" PER THE
REQUIREMENTS OF THE NEC AND LOCAL CODES.
SECONDARY LINES �—
(2) 1/2" COAX CABLES & (1) RET
CABLE IN 2" UV RATED U—GUARDS
FIBER FRONTHAUL
& BACKHAUL
FIBER DEMARC ON POLE ---"�
(2) DIPLEXER
FIBER JUMPERS IN 1-1/2"
UV RATED U—GUARD IF
LENGTH EXCEEDS 4'
FIBER JUMPER (TYP.)
DC POWER —
DELTA AC/DC —
CONVERTER (TYP. OF 2)
AC POWER NOTE:— USE PROVIDED DELTA —
MANUFACTURERS WIRING HARNESS
r
N
s
s
u
ANTENNA
SPECIFICATIONS
COMMSCOPE —
NH360QM—DG-2XR
DIMENSIONS
08/29/10
12"0 x 38.7"
WEIGHT
C
33.7 LBS
ANTENNA SPEC.
N.T.S.
PROPOSED
ANTENNA
ANTENNA
MOUNT/BRACKET
is
y6)
ANTENNA GROUNDING
i (DEPENDING ON
ANTENNA MODEL)
i
�N
WEATHERHEAD (LEAVE
i 10' CONDUCTORS FOR
UTILITY CO. TIE INS)
I
i
F_
AWS
i RRH PCS
L RRH
SQUARE D QO-100A, 8 SPACE, 16 CIR OUTDOOR
MAIN LOAD CENTER WITH COVER. 60A 2P MAIN
CIRCUIT BREAKER WITH (3) 20A, 2P BRANCH CIRCUIT
BREAKERS (1 FOR SURGE ARRESTOR & (1) PER RRH)
MILBANK CAT NO.:
U2272—RL-5T9—BL SINGLE LEVER
120/240V, 1 � 3W 125A METER
0
PREPARED BY:
A&E OFFICE:
7A LYBERTY WAY
WESTFORD, MA 01886
1 (972) 755-1882
0 F 44,40�
JIMMY
CNENDANA
STRUCTURAL
N0. 53634
' VST
J��• Care.
4AF97FCD5857423...
THIS DOCUMENT IS THE DESIGN
PROPERTY AND COPYRIGHT OF NEXIUS
AND FOR THE EXCLUSIVE USE BY THE
TITLE CLIENT. DUPLICATION OR USE
WITHOUT THE EXPRESS WRITTEN
CONSENT OF THE CREATOR IS
STRICTLY PROHIBITED.
DRAWING SCALES ARE INTENDED FOR
11 "x17" SIZE PRINTED MEDIA ONLY.
ALL OTHER PRINTED SIZES ARE
DEEMED "NOT TO SCALE".
SUBMITTALS
REV
DATE
DESCRIPTION
BY
8
08/29/10
REVISED PER RF
JM
C
11 /11 /16
REVISED PER 2C
JM
D
03/27/17
ADDRESS CHANGE
KT
0
02/05/18
REVISED PER COMMENTS
KT
REVISED PER COMMENTS
AA
` SITE INFO:
(4) 1/2" COAX SITE NAME:
CABLES YARMOUTH_SC30_MA
(3)#6 AWG WIRE IN
1-1/4" UV RATED PVC SITE ADDRESS:
U/P NO.: 286
#2 AWG COPPER ROUTE 6A
GROUND (TYP.) YARMOUTH MA 02675
WEATHER PROOF SQUARE I
I CAT NO.: SDSA1175
SECONDARY SURGE ARREST CHECKED BY: DATE:
� ON 20A 2P CIRCUIT BREAk
KB 08/01/18
#2 AWG COPPER GROUND
N 1/2" UV—RATED PVC PROJECT NUMBER:
20151257328
SHEET NUMBER:
3/4"Ox10' COPPER
rl An rRnIINn Rnn
GENERAL WIRING DIAGRAM
7
�� N.T.S.
NOTES:
1. WHEN PAVED SHOULDERS HAVING A WIDTH OF 8' OR MORE ARE
CLOSED, CHANNELIZING DEVISED SHOULD BE USED TO CLOSE THE
SHOULDER IN ADVANCE OF THE MERGING TAPER TO DIRECT
VEHICULAR TRAFFIC TO REMAIN WITHIN THETR,4VELED WAY.
2. ALL .CONSTRUCTION SIGNING, DRUMS, BARRICADES &OTHER
DEVISED SHALL CONFORM WITH PART 6. "TEMPORARY TRAFFIC
CONTROL DEVISES (MUTCD) LATEST REVISION.'.
3. TEMPORARY TRAFFIC CONTROL ZONE ARE TYPICAL APPLICATIONS
DESIGN SHOWN FOR GENERAL REFERENCE ONLY &ARE NOT TO
BE USED FOR CONSTRICTION PURPOSES. FINAL MANAGEMENT
PLANS TO BE DEVELOPED BY MA P.E. TRANSPORTATION ENGINEER
IN ACCORDANCE WITH MASS DOT PRIOR TO CONSTRICTION.
4. PROVIDE TRAFFIC CONTROLLER AS REQUIRED BY APPLICABLE STATE
& LOCAL AGENCIES IN ACCORDANCE WITH PIANS & 701 CMR
7.00: USE OF ROAD FLAGGERS &POLICE DETAILS ON PUBLIC
WORKS PROJECTS, &APPLICABLE STATE &LOCAL AGENCIES.
5. CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO
PROPERTIES ABUTTING THE WORK.
TABLE 6H-2 MEANING OF SYMBOLS ON TYPICAL APPLICATION DIAGRAMS
a SIGN (SHOWN FACING DOWN)
� CHANNELIZING DEVICE
\� WORK AREA
WORK VEHICLE
ARROW BOARD
ARROW BOARD SUPPORT OR TRAILER
000 (SHOWN FACING DOWN)
=> DIRECTION OF TRAFFIC
SYMBOLS ON TYPICAL APPLICATIONS
SCALE: N.T.S.
TABLE 6H-3 SIGN SPACING
ROAD TYPE
DISTANCE
BETWEEN
SIGNS
A
IB
C
URBAN (LOW SPEED)*
100'
1100'
100'
URBAN (HIGH SPEED)*
350'
350'
350'
RURAL
500'
500'
500'
EXPRESSWAY/FREEWAY
1 1,000'
1,500'
2'640'
* SPEED CATEGORY TO BE
DETERMINED BY HIGHWAY AGENCY
TABLE 6H-4 TAPER LENGTH DETERMINATION '
SPEED (S)
TAPER LENGTH (L) IN FEET
40MPH OR
LESS
_ 19
L—
45MPH OR
MORE
L= WS
WHERE:
L = TAPER LENGTH (FT)
W = WIDTH OF OFFSET (FT)
S = POSTED SPEED LIMIT (MPH)
HAYDEN AVENUE
PARAPETERS(a
SPEED LIMIT: 45 MPH
LANE WIDTH: 12'±
FUNCTION CLASS: RURAL MAJOR COLLECTOR
OR URBAN MINOR ARTERIAL
VALUES:
L**: 540'±
A***: 100'±
B***: 100'±
C***: 100'±
* APPROX. VALUE.
** BASED ON TABLE 6H-4 FORMULAS
FOR DETERMINING TAPER LENGTH OF THE
MUTCD 2009 EDITION
*** BASED ON TABLE 6H-3 MEANING OF
LETTER CODES ON TYPICAL APPLICATION
DIAGRAMS OF THE MUTCD 2009 EDITION.
SHORT—TERM STATIONARY DIVIDED CLOSURE
SCALE: N.T.S.
Ed 'A'; 11;
TRANFORM YOUR ti. .:.,
A&E OFFICE:
7A LYBERTY WAY
WESTFORD, MA 01886
1 (972) 755-1882
JIMMY
� CHENDANA
STRUCTURAL
No. 53634
/CNA'L '.
THIS DOCUMENT IS THE DESIGN
PROPERTY AND COPYRIGHT OF NEXIUS
AND FOR THE EXCLUSIVE USE BY THE
TITLE CLIENT. DUPLICATION OR USE
WITHOUT THE EXPRESS WRITTEN
CONSENT OF THE CREATOR IS
STRICTLY PROHIBITED.
DRAWING SCALES ARE INTENDED FOR
11 "x17" SIZE PRINTED MEDIA ONLY.
ALL OTHER PRINTED SIZES ARE
DEEMED "NOT TO SCALE".
SUBMITTALS
REV DATE DESCRIPTION BY
B 08/29/16 REVISED PER RF JM
C 11/11/16 REVISED PER 2C JM
D 17 ADDRESS CHANGE KT
0 518 REVISED PER COMMENTS KT
1 1/18 REVISED PER COMMENTS AA
SITE INFO:
SITE NAME:
YARMOUTH_SC30_MA
SITE ADDRESS:
U/P NO.: 286
ROUTE 6A
YARMOUTH, MA 02675
PETITION 4781: Cellco Partnership dba Verizon Wireless,
Pole #286 in ROW, Route 6A, YarmouthPort. The
applicant seeks a Special Permit under by-law 408
& Use 202.5(F7) to attach CRAN Wireless equipment on
l� existing utility pole in public right of way.
HEARING DATE: DECEMBER 13, 2018
PETITION 4781: Cellco Partnership d/b/a Verizon Wireless, Utility Pole
9286 in ROW (nearest pole for reference only) Rte. 6A,
YarmouthPort. The aant seeks a Special Permit under byaaw 408
& use 202.5 (F7) to attach CRAM wireless equipment to existing
\�\(r utility pole in public right of way.
DECISION FILED: JANUARY 17, 2019
0