HomeMy WebLinkAbout1044 Route 28 - Partial Site Plan & Elevation((E) PARKING
(P) CUSTOM FIBERGLASS STEEPLE TO
HOUSE (6) (P) PANEL ANTENNAS
(E) STEEPLE TO BE REMOVED
SECTOR C
(E) LANDSCAPING
(P) COAX/FIBER THRU CHURCH -
UP TO (P) FIBERGLASS STEEPLE
((E) PARKING
(E) EDGE OF PAVEMENT
(E) TREELINE
(P) U/G COAX/UTILITIES FROM
(P) EQUIPMENT SHELTER TO
(E) CHURCH
(P) DIESEL GENERATOR MOUNTED
INSIDE (P) EQUIPMENT SHELTER
ADVANCED
ENGINEERING GROUP, P.C.
Civil Engineering - Site Development
Surveying - Telecommunications
500 NORM BROADWAY
FAST PROVIDENCE, RI 02914
PH: (401) 354-2403
FAX: (401) 633-6354
(P) ll' -5"x24' -O" -
EQUIPMENT SHELTER
F O R E S T
R 0 A D
(E) CHURCH
N
((E) PARKING
(P) GROUND TO
(E) WATER MAIN
(E) LANDSCAPING
NOTE:
EXISTING POWER AND TELCO SERVICE
TO BE UPGRADED AS REQUIRED
PARTIAL SITE PLAN
Z-3 SCALE: 1 "=20'
Convergent Network Solutions
TOWER RESOURCE MANAGEMENT
16 CHESTNUT STREET
FOXBOROUGH, MA 02035
SITE NUMBER: MA1010S
SITE NAME: OUR LADY OF THE
HIGHWAY
FOREST ROAD
YARMOUTH, MA 02664
0
z
NOTE:
A STRUCTURAL ANALYSIS OF THE ROOF TO SUPPORT
THE PROPOSED EQUIPMENT HAS NOT BEEN
COMPLETED BY ADVANCED ENGINEERING GROUP.
DESTRUCTIVE RECONNAISSANCE OF THE ROOFTOP,
INSPECTION, AND FULL STRUCTURAL ANALYSIS WILL BE
REQUIRED BEFORE CONSTRUCTION
NOTES
1. FINAL ANTENNA, CABLE & EQUIPMENT
LOCATIONS SUBJECT TO STRUCTURAL
ANALYSIS AND LANDLORD APPROVAL.
2. FINAL UTILITY CONDUIT ROUTES SUBJECT
TO LANDLORD APPROVAL.
3. BACKUP GENERATOR, GAS SUPPLY LINE &
METER LOCATIONS SUBJECT TO UTILITY
COMPANY AND LANDLORD'S APPROVAL
4. PROPOSED LESSEE'S SHELTER, EQUIPMENT
AND ANTENNA MOUNTING ARE SUBJECT TO
STRUCTURAL ANALYSIS AND RF ANALYSIS
5. POWER/TELCO/GROUND/FIRE TO FOLLOW
AT&T'S INSTALL TO DEMARC'S
6. FIRE SYSTEM TO BE TIED INTO EXIST.
CLOSEST ADDRESSABLE SYSTEM
(P) U/G COAX/UTILITIES FRO
(P) EQUIPMENT SHELTER TO
(E) CHURCH
a l&t
offi MARC R.
__, / u CHRETIEJ
E cIv
550 COCHITUATE ROAD, SUITE 13,
FRAMINGHAM, MA 01701-4681
(P) CUSTOM FIBERGLASS STEEPLE TO
HOUSE (6) (P) PANEL ANTENNAS
(E) STEEPLE TO BE REMOVED
TOP OF
STEEPLE
CUSTOM STEEPLE
-LEV. = 52'-6" t
BE REMOVED) TOP OF (E) STEEPLE
ELEV. = 45'-O"±
TOP OF (P) ANTENNAS
ELEV. = 43'-6"±
1 � OF (P) ANTENNAS
ELEV. = 40'-6"±
I ;!
(P) COAX/FIBER THRU CHURCH
UP TO (P) FIBERGLASS STEEPLE
�(P) GROUND TO WATER MAIN
q OF (P) ANTENNAS
ELEV. = 32'-6"±
TOP OF (E) ROOF
ELEV. = 27'1
2 SOUTH ELEVATION
Z-3 SCALE: 1 "=4'-0"
(E) GRADE
ELEV. = 0'f
DESCRIPTION
PARTIAL SITE PLAN & ELEVATION
1
02/07/14
ISSUED FOR REVIEW
JTG
SNA
SNA
0
01/29/14
ISSUED FOR REVIEW
JTG
SNA
SNAJOB
NUMBER
SHEET NUMBERff
REV
NO.
DATE
REVISIONS
BY
CHK
APP'D
I MA1010S
Z_3
1
SCALE: AS SHOWN
DESIGNED BY:JTG
DRAWN BY: JTG