40R HIGHLAND AVENUE - ZONING i
OR HIGHLAND AVE XM RADIO
SATELLITE - SPECIAL PERMIT (wireless)
4
f
��
I
1
CITY OF SALEM, MA
Citp of �6)aiem, 0agga0u.5ette; CLERK'S OFFICE
Planning �Boarb
(One Salem Oreen 2001 FEB -1 P I: 2q
Decision For The Petition of XM Satellite Radio Inc., For The
Property Located At 40R Highland Avenue.
A Public Hearing on this petition was held on February 1, 2001. The following Planning Board members
were present: Carter Vinson, Acting Chairman; David Weiner, John Moustakis, Bill Cullen, Pam
Lombardini, Gene Collins and Bill Luster. Notice of this meeting was sent to abutters and notice of the
hearing was properly published in the Salem Evening News.
The petitioner is requesting a Wireless Communication Facility Special Permit under Section 5-3,
Special Permit Uses, of the City of Salem Zoning.Ordinance, to allow the installation of a digital satellite
radio repeater system which includes a repeater cabinet, an omnidirectional transmit antenna and a
satellite receiver dish located at 40R Highland Avenue (Fairweather Apartments), Salem, MA. An
equipment room will be located on the seventh floor of the apartment building and the antenna; repeater
cabinet and cables will be painted to match the structure.
The Planning Board reviewed the application and plans submitted and found that the petitioner addressed
the requirements of this section for the issuance of a Special Permit.
On February 1, 2001, the Board closed the Public Hearing and then the Planning Board voted by a vote
of seven (7) in favor, none opposed, to grant the Wireless Communication Facility Special Permit for the
location stated above, in accordance with the applications (dated January 3, 200 1) and site plan last dated
8/31/00, titled"Satellite Radio, Fairweather Apartments, 41R Highland Ave./Rte 107, Salem, MA ",
Sheets T-1, A-1, A-2, S-1 an E-I and drawn by GEOD Consulting, submitted and now part of the file.
The Special Permit was approved with the condition that the applicant paints the antenna and repeater
cabinet to match the color of the buildingand the
existing roof structures. In addition, the applicant shall
maintain the paint on the antenna and repeater cabinet.
This endorsement shall not take effect until a copy of the decision bearing certification of the City Clerk
that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed that
it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed in the
grantor index under the name of the owner of record or is recorded and noted on the owner's certificate
of title. The fee for recording or registering shall be paid by the owner or applicant.
I hereby certify that a copy of this decision is on file with the City Clerk and that a copy of the decision
and plans is on file with the Planning Board.
Walter B. Power, III of
Chairman N
One Salem Green, Salem, Massachusetts 01970 (978) 745-9595 ext. 311 Fax (978) 740-0404
III4?Jk�II4P 47L Ibow
I4r, IA I -1 W,V 7Ti 4 tin IILon 2 IMIT>R"CT It 747"_f WWI-..........IIIr I= SCALE 1"KADIU S AP VIIOEOD Of DEVEL40PMENT Ti"NSPORTATION
ENGEVEERMG SITE
ISTC
U
56R Roiand Street, Boston, MA 02129
4K� 458 Phone (617) 776-0432 Fox (617) 776-0434
FAI RWEATH ER APARTMENTS FOR REVIEW SITE NO. BOS- 128.A PROJ. NO. 20119Mll
41 R HIGHLAND AVE. /R TE 107 RADIO REVISIONS SALEM , MA 01970 700' RADIUS MAP
,SCALE: AS NOTED !,�DESIGNED BY: PPS DRAWN BY: W
GENERAL NOTES
1. THIS FACILITY IS UNMANNED AND NOT FOR HUMAN OCCUPANCY.
2. ALL WORK SHALL CONFORM TO THE LOCAL BUILDING CODE.
3. GEOD CONSULTING HAS NOT INVESTIGATED THE STRUCTURAL INTEGRITY
OF THE EXISTING STRUCTURE PRIOR TO THE INSTALLATION OF EQUIPMENT.
sa THE STRUCTURAL CAPACITY OF THE EXISTING STRUCTURE TO SUPPORT
THE ADDITIONAL EQUIPMENT LOADS MUST BE VERIFIED BY A LICENSED
PROFESSIONAL ENGINEER IN THE STATE OF MASSACHUSETTS.
4. INSTALLATION OF RADIO EQUIPMENT, ANTENNAS, AND ANTENNA CABLES
SITE Im'AME :
SHALL BE IN ACCORDANCE WITH XM RADIO STANDARDS.
5. RIGGING OPERATIONS SHALL BE DONE IN ACCORDANCE WITH CITY, STATE,
AND FEDERAL SAFETY REGULATIONS (OSHA), GEOD, AND THE LANDLORD
SA f E L L I T E SHALL BE HELD HARMLESS IN THE EVENT THE CONTRACTOR DOES NOT
" r"
FOLLOW SUCH SAFETY REGULATIONS.IT
- E 114 U iBERI D
N ■ B ,„ 6. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS
RAIDI 0 ■ w THAN 2—A OR 2—A/10—BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL
PORTIONS OF THE WORK AREA DURING CONSTRUCTION.
r
TENANT PROTECTION NOTES
PROJECT SPECIAL PRECAUTION SHALL BE TAKEN BY THE CONTRACTOR SO
r SITE THAT THE EQUIPMENT ON THIS APPLICATION AND ITS INSTALLATION
T.1L WILL NOT AFFECT THE FOLLOWING:
1. TENANT EGRESS TO AND FROM FACILITY
2. FIRE SAFETY OR CREATE A FIRE HAZARD
�osf 3. ACCUMULATION OF DUST: THE CONTRACTOR SHALL LEAVE THE
WORKSITE BROOM CLEAN EACH DAY. IN THE EVENT THAT ASBESTOS
0 �ecbY IS FOUND ON THE JOB SITE, ITS REMOVAL SHALL TAKE PLACE IN
e ACCORDANCE WITH ALL THE APPLICABLE REGULATIONS OF OSHA
wy SECTION 1910.1 INCLUDING STATE AND FEDERAL DUMPING GROUNDS.
4. THERE SHALL BE NO CREATION OF NOISE OUTSIDE THE NORMAL
HOURS OF FACILITY OPERATION.
rO�St. 5. FACILITY SECURITY SHALL BE MAINTAINED IN ORDER TO PREVENT
UNAUTHORIZED PERSONS FROM ENTERING THE PREMISES.
`'o A 6. ELECTRICITY, GAS, WATER AND ANY OTHER UTILITIES WILL NOT BE
1A INTERRUPTED DURING CONSTRUCTION.
d ¢,
PROJECT INDEX
olOcSt PROPERTY OWNER: OLD SALEM ASSOCIATES
SALEM, MA 019-70
VICINITY MAP
Not To Scale SITE COORDINATES: 42-30-34
70-54-55
ti
ANTENNA DATA
MATERIAL LIST: (NOT FOR BID PURPOSES) DRAWING LIST SECTOR AZIMUTH MODEL NO. TILT NUMBER
OMNI 0 TA-2350—LCC 1 1
ITEM N0. DESCRIPTION SIZE QUANTITY LENGTH MANUFACTURER SHEET NO. SHEET TITLE REV DATE DISH 200.37 TA-2324—LHCP +38.88' 1
1 PARABOLIC DISH ANTENNA 26" DIAMETER 1 N/A TIL—TEK LTD r T-1 TITLE SHEET 1 81311100 MANUFACTURER: TIL—TEK ANTENNAS, INC.
2 OMNI ANTENNA 70"H x 2.25"DIA 1 N/A TIL—TEK LTD A-1 ROOF PLAN 1 8/31/00 OMNI ANTENNA DIMENSIONS 70"H x 2.25"DIA I
3 REPEATER CABINET 57.5"I-107.38"W01.5"D 1 N/A TBD
4 COAX CABLE FOR DISH 7/8" 1 110 FT ANDREW OR EQUAL A-2 ELEVATION 1 8/31/00 ,
5 CABLE FOR OMNI ANTENNA 1 5/8" 1 25 FT ANDREW OR EQUAL S-1 STRUCTURAL DETAILS AND NOTES 1 8/31/00
6 JUMPER FOR DISH CABLE 1/2 to 2 6 FT ANDREW OR EQUAL E-1 ELECTRIC AND GROUNDING 1 8/31/00
7 JUMPER FOR OMNI CABLE 7/8" 2 6 FT ANDREW OR EQUAL
DETAILS AND NOTES
8 CONNECTOR FOR DISH CABLE N/A 2 N/A ANDREW OR EQUAL
9 CONNECTOR FOR OMNI CABLE N/A 2 N/A ANDREW OR EQUAL
THESE PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION
DOCUMENTS UNTIL ISSUANCE OF A BUILDING PERMIT
AND ALL SHEETS HAVE BEEN ISSUED "FOR CONSTRUCTION".
APPROVALS
SITE ACQUISITION ZONING
OEOD CONSULT//VG
CONSTRUCTION OWNER
��` w ENGIIVEERIIVG SITEDEVELOPMENT TRANSPORTATION
RF I4 1 .
cP1 56R Roland Street, Boston, MA 02129
±o.
Phone (617) 776-0432 Fax (617) 776-0434
L
FAIRWEATHER APARTMENTS 1 8/31/00 ISSUED FOR PERMIT DJT PS CE
41 R HIGHLAND AVE. /RTE 107 SAAI TE 0 7/28/00 FOR REVIEW DHW PS CE
RDIO SITE NO. BOS- 2$. A PROD. NO. 20119M11
SALEM , MA 01970 NO. DATE REVISIONS BY CHK APP'D DWG. NO.: REV
ENGINEER'S OR ARCHITECT'S TITLE SHEET
SCALE: AS NOTED DESIGNED BY: PPS DRAWN BY: DHW LICENSE NUMBER T-1 1
Tom-"
EXIS771VG VJHiP ANTENNA
GENERAL CONSTRUCTION NOTES
`
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE
LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER
" 0 APPLICABLE CODES AND ORDINANCES.
EXISTING PANEL ANOWA(TYP.) 2. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH
ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS
E�YIST7NG AS TO THE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR
FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND
STAIR TOWER DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN
PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF
WORK.
111111171- 11 .
� � 3. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A
771 � DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL
INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR
NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
4. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED.
SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS
NS
PROPOSED WALL MOUNTED EQUIPMENT
CRITICAL
E ARS NGOTHE CONTRACT LD VERIFY DDOCUMENTS,SEXIS71NC CONDITIONS AND/ORHOULD THERE BE ANY DESIGN
EXISTING CABLE TRAY INTENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A
PROPOSED POWER AND TELCO PANELS CLARIFICATION FROM AUTHORIZED REPRESENTATIVE OF LCCI OR THE
PROPOSED COVERED CABLE TRAY ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
5. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR
MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS,
PROPOSED POWER/TELCO AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.
CONDUITS ON SLEEPERS 6. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL
RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON
ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS.
PROPOSED WALL MOUNTED
COAX CABLE 7. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL PRODUCTS OR ITEMS NOTED
S EXISTING„ WHICH ARE NOT FOUND TO BE IN THE FIELD.
PROPOSED OMNI ANTENNA 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST
CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR 0
N R SHAD. BE SOLELY
EXISTING RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES
PEN77I0USE EXISTING 8ALLAS7FRAVf' AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER
rv7;rH PANEL ANTENNAS CONTRACT, UNLESS OTHERWISE NOTED.
10 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA,
ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED-
BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA
EXISTING YYIIPAREQUIREMENTS.
AN7FNNA 77 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF
BUILDINGS & GROUNDS AND SCHEDULE HIS ACTIVITES AND WORKING HOURS
1z111z11zz_zz_zzz_z11zzzzA IN ACCORDANCE WITH THE REQUIREMENTS.
a 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK
EXIS77NG ABANDONED WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT,
INCINERA rOR FLUE ANTENNAS AND ANY OTHER PORTIONS OF THE WORK.
12. CONTRACTOR SHALL PROVIDE ACCESS TO THE SITE AND ASSIST THE RADIO
EX/S71NG 2'x3'x6' EQUIPMENT VENDOR AND THE ANTENNA INSTALLATION CONTRACTOR AS ,
CIMNIPOINT CABINET THEY MAY REQUIRE.
13. PROVIDE 48 HOURS WRITTEN NOTICE TO "{HE ENGINEER. LCCI
& OWNER PRIOR TO COMMENCEMENT OF 'WORK.
EXIS77NG CONDIUT 14, CONTRACTOR SHALL MAINTAIN LIABILITY (INSURANCE TO PROTECT THE OWNER.
ON SLEEPERS ,
AGENT & LCCI.
15. PROVIDE A PORTABLE FIRE EXTINGUISHER: WITH A RATING OF NOT LESS THAN
2—A OR 2--A/10—BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS
,E'Y►l a ANG CABLE TRAY OF THE WORK AREA DURING CONSTRUCT 110N.
16. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS UNLESS SPECIFICALLY' OTHERWISE INDICATED OR WHERE LOCAL
PROPOSED COVERED CABLE TRAY CODES OR REGULATIONS TAKE PRECEDENICE.
PROPOSED DISH ANTENNA
17. VERIFY FINAL EQUIPMENT LOCATIONS WIT1H THE RADIO EQUIPMENT VENDOR.
•
WITH BALLAST FRAME 18. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES. EQUIPMENT,
IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT
OCCURS DURING CONSTRUCTION.
19. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING
PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE,RUNS,
ETC., IT MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE
DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS OTHERWISE
NOTED). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND
THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT..
20. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH
THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACES.
EXISANG EXHAUST 21. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE
•
VENTS (TYf?) EXISTING BUIMING CODE APPROVED MATERIALS.
22. KEEP CONTRACT AREA CLEAN, HAZARD IFREE, AND DISPOSE OF ALL DIRT,
DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY
OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND
FREE FROM PAINT SPOTS. DUST. OR SMUDGES OF ANY NATURE. CONTRACTOR
SHALL BE RESPONSIBLE FOR MAINTAININiG ALL ITEMS UNTIL COMPLETION OF
CONSTRUCTION.
23. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE
DATE OF ACCEPTANCE BY LCCI. ANY WORK, MATERIALS. OR EQUIPMENT
FOUND TO BE DEFECTIVE DURING THAT !PERIOD SHALL BE -CORRECTED IMMEDIATELY
UPON WRITTEN NOTIFICATION AT NO ADDITIONAL COST TO LCCI.
24. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH
CABLE MANUFACTURERS RECOMMENDATIONS.
EXISTING DISH ANTENNA
WTH BALLAST FRAME
Q
~ ROOF PLAN
EXISTING STEEL FRAIVE' SCALE : 1” 10'
W 7H PA NEL ANTENNAS
�� � �� Cf�,fVSULT/1VG
OF 1gsJ,
ENGINEERING ,SffRDEVEL0PA.2CNT TRANSPORTATION
F-mluus 56R Roland Street, Boston, MA 02129
CIVIL
N .37458 Phone (617) 776--0432 Fax (617) 776-0434
FAIRWEATHER APARTMENTS 1 8/31/00 ISSUED FOR PERMIT DJT PS CE
S.AT E L L i T t 0 7/28/00 FOR REVIEW DHW PS CE
41R HIGHLAND AVE./RTE 107 WRADIO SITE NO. BOS-128.A PROJ. NO. 20119M11
SALEM MA 01970 NO. DATE REVISIONS BY CHK A►PP'D DWG. NO.: -REV ,
n ENGINEER'S OR ARCHITECT'S ROOF PLA N
SCALE: AS NOTED DESIGNED BY: PPS DRAWN BY: DHW LICENSE NUMBER A--1 1
_.TFC
r 1 r �,� PROPOSED OMNI ANTENNA ��lS77�VG I,;�.tt,� �{/1j,1-�-�+,ls~y�
----• c---- � E,X1571•filG F'A/t�,! AN7E"t�PaA�T.t .) PROPOSED CABLE TRAY
COAX CABLE ATTACHED ALONG WITH SLEEPERS
• TOP OF BRICK FACADE ,�, „n T�_ ,.
.� • � � RUN POWER & TELCO SERVICES FROM PROPOSED DISH ANTENNA �� �`Xi.�TTtvv SA,s~LLI� 17�Sf�1
INSIDE OF ABANDONED INCINERATOR
FLUE TO 7th FLOOR ELECTRIC ROOM WITH BALLAST MOUNT
PROPOSED WALL ---- �j (GROUND EQUIPMENT TO BUILDING STEEL) ; ,
MOUNTED EQUIPMENT—� L0
t � FX1STING , APJE1. AtS�T�PJB JA
A 4..0 t T7 i IC 1 ^ •r f'/,V
i�^TING
to .---E.t,.,,T,tVt1 ARA1�'d.JOJt,ED f.N„GJERATCR t7_l1E E I N 2 �•f_7VT
-`� 7th FLOOR ELECTRIC ROOM °0 EX`G 771VG &,'11 D#VG
r -J C
«.5.....,
• z-- f� ,LLQ^
ATJ
i'.. • �» ,,,mak„ t "f...«.
i -r T _` 11 1 -
LrLT
I..,t_
LT
ELI r
11 _ r '-t
• - . . ".'—_.f t�' s -tel s •••r- E s
LT
IT-
� - x.,, ..x •rte' .�.,_s.s "�',.i.. �� ,.,y, .-p-�. .+ �..,-• { "t �..'L,
a 1
• •^'� wy...+,r_3..Y+ Y.•s...2,.. •'• 4.....t..« AV arw .A...•., ..5.. .t.. f .w4.. -.L
t,..
fI It
• ,lam':Z � �..�. t ��» � � �.Jw?. .4.s, rt. t
ia � ,
' a s ` -S .
_ j `
i SOUTH ELEVATION
SCALE 1 = 8
i
OEODCONS Ul:.T/NG
�N or ENGINEERING SITEDEVELOPAMNT TRANSPORTATION
CPN- G�t r
ZS
C}iR!5'i !�
1:@.1!LiU� � 56R Roland Street, Boston, MA 02129
�
`�lil
,� 1 Phone (617) 776-'0432 Fax (617) 776-0434
00 ISSUED FOR PERMIT DJT PS CE
FAIRWEATHER APARTMENTS 1 8/31/ r
41 R HIGHLAND AVE. RTE 107 RADIO SATELLITE 0 7/28/00 FOR REVIEW DHW PS CE SITE NO. 6OS-1 28. A PROD. NO. 20119M11
SALEM , MA 01970
NO. DATE REVISIONS BY CHK APP'D DWG. NO.: REV
ENGINEER'S OR ARCHITECT'S ELEVATION
SCALE: AS NOTED DESIGNED BY: PPS DRAWN BY: DHW LICENSE NUMBER A- 2 1
_ _ -
ANTENNA MOUNTING NOTES STRUCTURAL NOTES
1/2" DIA EPDXY ANCHOR EXIST
EXTERIOR WALL
(TYP OF 4 EACH WT)
(EMBED 6" MIN) 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR
1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO ANSI/EIA/TIA- TO FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL CONDITIONS SHALL
222-F "STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA BE REPORTED TO THE ATTENTION OF THE ENGINEER.
OUTSIDE of ANTENNA SUPPORTING STRUCTURES OR APPLICABLE LOCAL CODES.
x R/L4x4 REPEATER CABINET CABLE DESIGN WIND SPEED = 90 MPH.
ENTRY (90 MPH IN CONJUNCTfON WITH 0.5 INCHES RADIAL ICE) 2. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN
CUP OUTSTANDING C INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR THE DESIGN, FABRICATION
LEG AS REQ'D 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION.
(TYP 4 PLACES) GALVANIZED )ASTM A123 "ZINC HOT-DIP GALVANIZED COATINGS ON IRON AND STEEL PRODUCTS"
EXIST
STEEL GRATING UNLESS OTHERWISE NOTED. 3. STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36
EXTERIOR WALL I (TYP) mm � "STRUCTURAL STEEL", UNLESS OTHERWISE INDICATED.
3• ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED
IN ACCORDANCE WITH ASTM A153 "ZINC-COATING (HOT-DIP) ON IRON AND 4. STEEL TUBING SHALL CONFORM TO ASTM A500 "COLD-FORMED WELDED &
�G GI STEEL HARDWARE", UNLESS OTHERWISE NOTED. SEAMLESS CARBON STEEL STRUCTURAL TUBING", GRADE B.
SPANK
I4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN
\ J< AC UNIT LONG (TYP)
s" ACCORDANCE WITH ASTM A780. 5. STEEL PIPE SHALL CONFORM TO ASTM A500 "COLD-FORMED WELDED &
I AC UNIT ANTENNA CABLE ENTRY LONG (TYP) SEAMLESS CARBON STEEL STRUCTURAL TUBING", GRADE B, OR ASTM A53
REPEATER 5• ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH DOUBLE NUTS AND SHALL BE PIPE, STEEL, BLACK .AND HOT-DIPPED, ZINC-COATED WELDED AND SEAMLESS",
I I CABINET L3x3x1/4" (TYP) 3/4" DIA INSTALLED SNUG TIGHT. TYPE E OR S, GRADE B.
HSB-X (TYP)
-' ---'-'-- 1/2" DIA EPDXY ANCHOR
(TYP OF 4 EACH WT) 6. FIELD CONNECTIONS SHALL BE BOLTED UNLESS OTHERWISE INDICATED.
9/16" DIA HOLE N (EMBED 6" MIN) 7. STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH DOLTS AND CONFORM TO
(TYP OF 4) I I � � 1" GALVANIZED
x XI n STEEL GRATING ASTM A325 "HIGH STRENGTH BOLTS FOR STRUCTURAL JOINTS, INCLUDING SUITABLE NUTS
FLASHING AND PLAIN HARDENED WASHERS", LATEST EDITION. BOLTS SHALL BE 3/4 INCH DIA.
J .
UNLESS OTHERWISE NOTED.
+ E 0
I s 7/8" V-5 7/8" 1'-0 3/4" c, z 8. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE
f io a r AND QUALITY OF WELDS, AND FOR METHODS USED IN CORRECTING WELDING.
I 111011 11111111 I ALL WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE
1" GRTG T/ROOF WITH AWS "STANDARD QUALIFICATION PROCEDURES".
CLR SPAN ji
17 -�--� IKI�N~N-\`� 9. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH
M ASTM A123 "ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS",
UNLESS OTHERWISE NOTED.
N
10. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN
I ( ACCORDANCE WITH ASTM A780.
WT6x15 (TYP) I
OMINI ANTENNA 11. SUBMIT SHOP DETAIL DRAWINGS OF ALL STRUCTURAL AND MISCELLANEOUS STEEL TO
4x4 THE ENGINEER FOR APPROVAL, AND INCORPORATE ALL COMMENTS PRIOR TO FABRICATION.
OUTSIDE OF 2 REPEATER CABINET WALL MOUNT--SIDE VIEW
12. GRATING SHALL BE GALVANIZED SERRATED WELDED STEEL BAR GRATING WITH 1"x,3/16"
R/L�4x4 S-1 SCALE : 3/4" =1'-0" BEARING BARS AT 1-3/16" OC. FASTEN TO SUPPORTING MEMBERS WITH SADDLE-TYPE
A
1'-0 3/4" V-5 7/8'
DIAGONAL
CLIPS AND BAND ALL EXPOSED EDGES.
UP (TYP)
ANTENNA CLAMP (TYP) 13. SLEEVE ANCHORS SHALL CONFORM TO FEDERAL SPECIFICATION FF-S-325, GROUP 11,
TYPE 3, CLASS 3, AS MANUFACTURED BY HILT] FASTENING SYSTEMS OR APPROVED
T/PE OUSE EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MIANUFACTURER'S
EL XX`-X" RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE THREE (3) INCHES.
a ;
1 EQUIPMENT MOUNT - PLAN Vf►EW � ____ _ 14. EXPANSION BOLTS SHALL CONFORM TO FEDERAL SPECIFICATION FF-S-325, GROUP II,
�___..w_�___: TYPE 4, CLASS 1, HILTI KWIK BOLT II OR APPROVED EQUAL. IINSTALLATION SHALL BE
IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT
S-1 SCALE : 3/4" =1'-0" = SHALL BE FOUR (4) INCHES.
ANCHORING SYSTEM SHALL BE THE HILTI HIT HY20 FOR MASONRY CONSTRUCTION
N 15. EPDXY S S
WITH HOLLOW BRICK OR BLOCK & THE HILTY HIT HY150 INJECTION ADHESIVE ANCHOR FOR
GROUT FILLED CONCRETE MASONRY UNITS AND CONCRETE. EPDXY ANCHOR ASSEMBLY
MOUNT SHALL CONSIST OF 1/2"0 STAINLESS STEEL ANCHOR ROD W/'NUTS & WASHERS, AN
,1 INTERNALLY THREADED INSERT(OPTIONAL), A SCREEN TUBE FOR THE HY20 ONLY & AN EPDXY
I` ADHESIVE (8" MIN EMBEDMENT U.N.0). THE INSTALLATION PROCEDURE SHALL BE AS FOLLOWS
HSS 2x2 (TYP) A. DRILL THE HOLE USING MANUFACTURER RECOMMENDED DRILL BIT UP TO SPECIFIED
(2) 1/2" DIA U-83OLTS DEPTH, HAMMERING IS NOT PERMITTED.
PIPE W/DOUBLE BOLT 3/8"R (m) B. CLEAN THE HOLE USING NYLON BRUSH AND/OR COMPRESSED AIR. THE HOLE SHOULD
6 BE CLEAR OF ANY LOOSE MATERIAL. IF WET, THE MASONRY SHOULD BE ALLOWED TO
3/16
3/16 R 3/8 -1 DRY FULLY BEFORE ANCHOR INSTALLATION.
ANTENNA CABLE (TYP) BED OF j F/PLATE c HSS PIPE C. INSERT SPECIFIED SCREEN TUBE INTO THE HOLE.
/—,CABLE GACCLAMSILICONE (TYP) HSS 2x2x1/4 TUBE 'n t
D. FILL THE SCREEN TUBE COMPLETELY WITH ADHESIVE, BEGINNING AT THE BOTTOM END.
MICROFLECT PART I I R 3/8 i0 '
#B1585 PLAIN PVC FACE OF WALL ( I ANCHOR ASSEMBLY (TYP) E. INSERT ANCHOR ROD OR INTERNALLY THREADED INSERT INTO THE ADHESIVE-FILLED
_ TUBE DUNNAGE ® 4'-0' 16 GA CABLE COVER
O/C OR 4x4 PRESSURE (GALV) i0PT101�AL
SCREEN TUBE, TWISTING SLIGHTLY.
TREATED LUMBER 3/8" R (TYP)
F. LOAD FASTENER ONLY AFTER MANUFACTURER SPECIFIED CURE TIME HAS ELAPSED.
1/2" DIA U-BOLT
SUP SHEET (AS REQ'D) EXIST ROOF w/oouBLE NUTS (TYP) 16. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISFITTING OR NONCONFORMING
DRILL HOLESMATERIALS CONDITIONS SHALL
r_. A EXIST WALL
MOUNT '` REMEDIAL ORRCORRECTIVE ACTION. BEREPORTED
SUOCH AC ON SHALL (REQUIRE (ENG ENGINEER
FASTEN AS REQD APPROVAL.
REQ'D (TYP) ATTACH SHEET TO ROOF 'WITH ADHESIVE EQ EQ to
COMPATIBLE W/EXIST ROOF & IN 17. ALL WORK SHALL BE INSPECTED BY THE ENGINEER DURING, AND AT THE
ACCORDANCE W/ROOFING MANUFACTURERS ANCHOR ASSEMBLY (TYP)
� REQUIREMENTS COMPLETION OF CONSTRUCTION.
i
4 SECTION @ ANTENNA MOUNT 5 PENTHOUSE MOUNT (OMNI ANTENNA
3 COAX CABLE ON ROOF 1 CABLE .SALE : 1 1/2" =,'-O"
S-1 SCALE : 1" =1'-0" �_i
SCALE : NTS
i
,I
COIi�S UL T/101 G
Sf�r ENGINEERING SITE DEYELOPAMNT TRANSPORTATION
cil STOPHER �q
t �M,ivi = 56R Roland Street, Boston, MA 02129
.37455 Phone (617) 776-0432 Fax (617) 776-0434
1 8/31/00 FOR REVIEW DJT PPS C.E
FAIRWEATHER APARTMENTS
SATELLITE 0 7/28/00 FOR REVIEW RLH PPS GE
41R HIGHLAND AVE. /RTE. 107 RADIO SITE NO. BOS-128.A PROJ. NO. 20119M11
SALEM , MA 01970 _ No. DATE REVISIONS BY CHK APP D
DWG. NO.: REV
a SCALE: AS NOTED DESIGNED BY: PPS DRAWN BY: R1LH ENGINEER'S OR ARCHITECT'S STRUCTURAL DETAILS & NOTES S-1 1
i
LICENSE , NUMBER
-
GENERAL ELECTRICAL NOTES
2" DIA RIGID 10. CONDUIT:
CONDUIT W/(2)
PULLROPES 18x18 1. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TESTS, AND EXAMINA71ON A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC
TELEPHONE WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS,
PULLBOX CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR
TO REPEATER TO BUILDING THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. EXPOSED ON BUILDING EXTERIOR.
CABINET TELEPHONE MOUNTING
DEMARC BY PIPE (TYP) 2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, B. ELECTRICAL METALLIC TUBING (EMT) SHALL HAVE U.L. LABEL FITTINGS SHALL BE
CONTRACTOR CADWELD INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS.
GROUNDING KIT (TYP) (TYP)_
TYP) AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED NO SET SCREW OR CRIMP TYPE FITTINGS SHALL BE USED.
ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED.
C. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L LABEL AND MAY BE USED
#6 AWG ANTENNA GND BAR 3. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE' TYPE,
INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET IN
JUMPER
_ THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. LENGTH SHALL HAVE I� DISH ' MATERIALS SHALL BE LISTED VE FULL SIZE GROUND WIRE.
METER DISCONNECT GND BAR (�) #6 AWG AND APPROVED BY UNDERWRITERS LABORATORIES (U.L) AND SHALL BEAR THE
SWITCH
INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL MATERIALS SHALL D. PVC CONDUIT AND FITTINGS SHALL HAVE U.L LABEL AND SHALL BE PVC SCHEDULE 40.
MEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION. AND E. CONDUIT SHALL BE SIZED PER NEC OR ANY GOVERNING LOCAL CODE, AND AS SHOWN.
SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED
BY ANSI, NEMA AND NBFU..
70 REPEATER M •- TO BUILDING F. CONDUIT RUNS MAY BE SURFACE MOUNTED IN CEILINGS OR WALLS UNLESS
CABINET POWER SUPPLY COAX 4. CONTRACTOR TO COORDINATE WITH BUILDING OWNER FOR CONNECTION OF TEMPORARY INDICATED OTHERWISE. CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHT
41-F
BY CONTRACTOR ( I DAB REPEATER I I CABLE (TYP) AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS ANGLES 70 CEILING, FLOOR OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED
TO BE PAID BY CONTRACTOR. CONDUIT WITH OWNER PRIOR TO INSTALLING.
5. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC G. ALL CONDUIT ONLY (C.O.) RUNS SHALL HAVE A PULL WIRE OR ROPE.
CONDUIT (SEE ONE I I I I LABELS.
11. REFER TO MANUFACTURERS MANUAL FOR RECOMMENDED FUSE AND WIRE SIZES.
LINE DIAGRAM) GROUND I I I I 6. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL. HAVE AN
CONDUCTOR SIZE 12. ALLFINAL CONNECTIONS TO THE EQUIPMENT ARE TO BE OF FLEXIBLE WEATHERPROOF
AS REQUIRED �_ � o x I ( INTERRUPTING RATING NOT' LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH
#2 BCW 1 a #2 BCW THEY MAY BE SUBJECTED, AS INDICATED BY UTILITY COMPANY AND A MINIMUM OF 22,000 A.I.C. CONDUIT TO MEET APPLICABLE CODES.
MASTER GROUND I I I I I 13. PROVIDE LCCI WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS
BUS BAR 7. METER SOCKET AMPERES, VOLTAGE, AND NUMBER OF PHASES SHALL BE AS NOTED AND
SHALL BE MANUFACTURED BY SQUARE "D" COMPANY, SANGAMO, OR APPROVED EQUAL AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS.
TO REPEATER -F-
METER SOCKET SHALL BE APPROVED BY UTILITY COMPANY PRIOR TO INSTALLATION. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH, GAINING APPROVALS AND
CABIN _..- TO BUILDING � � _ M.G.B. _ J
8. WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM WITH TYPE THWN PAYING ALL FEES ASSESSED BY U71UTY COMPANY FOR ELECTRICAL SERVICE.
GROUND BY INSULATION UNLESS SPECIFICALLY NOTED OTHERWISE.
CONTRACTOR 15. SEAL.PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED AND CODE APPROVED
9. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH MATERIALS.
PACUPATI RD, SAFBOX, N BOX, SWITCH BOX, ETC., IN COMPLIANCE WITH THE 16. TELCO CONDUIT RUN IN/ON BUILDINGS SHALL BE 2" DIA. AND HAVE MINIMUM 12"
T/ROOF I ( I OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.) RADIUS BENDS & ELBOWS. CONDUIT RUNS SHALL HAVE ONE 18"x18"x8' PULL BOX AT
l l
#4/0 AWG GREEN INSULATED GROUND DEMARC LOCATION. TWO (2) PULL ROPES SHALL BE INSTALLED IN TELCO CONDUIT.
IN CONDUIT TO GROUNDING POINT 17. CONTRACTOR TO INSTALL BRASS TAGS ON THE COAX CABLE AT THE ANTENNA END & AT THE
EQUIPMENT END. THE TAGS MUST INCLUDE SECTOR NO.# AND CABLE LENGTH.
UTILITIES DEMARC SCHEMATIC I
E-1 SCALE : NTS =
2 GROUNDING SCHEMATIC
E-1 SCALE NTS GROUNDING NOTES
12" APPROX. 1. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY
ALL APPLICABLE CODES.
,
2 1/2" DIA. MAX. 2" 6"
ANTENNA CABLE 2. ALL BUS CONNECTORS SHALL BE TWO-HOLE, LONG;-BARREL TYPE COMPRESSION
F/STEEL LUGS, T&B OR EQUAL, UNLESS OTHERWISE NOTED ION DRAWINGS. ALL LUGS SHALL
BE ATTACHED TO BUSSES USING BOLTS, NUTS, AND LOCK WASHERS. NO WASHERS
- - OR WALL ARE ALLOWED BETWEEN THE ITEMS BEING GROUNDED.
WEATHERPROOFING KIT J 3. ALL CONNECTORS SHALL BE CRIMPED USING HYDRAULIC CRIMPING TOOLS, T&B
#TBM 8 OR EQUIVALENT.
CABLE GROUND KIT
INSULATOR FROM ANTENNA 4. ALL CONNECTIONS SHALL BE MADE TO BARE METAIL ALL PAINTED SURFACES
FASTEN AS SAUNDERS
#6 AWG STRANDED COPPER GROUND READ (TYP) :SB-1155 OR EQUAL SHALL BE FILED TO ENSURE PROPER CONTACT. NO WASHERS ARE ALLOWED
WIRE (GROUNDED TO GROUND BAR) COPPER GROUND BUS BAR BETWEEN THE ITEMS BEING GROUNDED. ALL CONNECTIONS ARE TO HAVE A
(STANDARD GROUNDING KIT) NOTE: DO NOT INSTALL CABLE GROUND NON-OXIDIZING AGENT APPLIED PRIOR TO INSTALLAATION.
KIT AT A BEND AND ALWAYS DIRECT 5. ALL COPPER BUSSES SHALL BE CLEANED, POLISHED, AND A NON-OXIDIZING
NOTE: DO NOT INSTALL CA13LE GROUND KIT AT A BEND GROUND WIRE DOWN TO GROUND BAR AGENT APPLIED. NO FINGERPRINTS OR DISCOLORED COPPER WILL BE
AND ALWAYS DIRECT GROUND WIRE DOWN PERMITTED.
TO GROUND BAR.
6. ALL BENDS SHALL BE AS SHALLOW AS POSSIBLE, WITH NO TURN SHORTER THAN
AN 8-INCH NOMINAL RADIUS.
7. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER AND ANNEALED #2
MTG BRACKET
ALL GROUNDING CONDUCTORS SHALL RUN THROUGIH PVC SLEEVES WHEREVER
STANDARD CONDUCTORS RUN THROUGH WALLS, FLOORS, OR CEILINGS. IF CONDUCTORS
GROUND KIT MUST RUN THROUGH EMT, BOTH ENDS OF CONDUIT SHALL BE GROUNDED. SEAL
1/2"W JUMPER TTP.) BOTH ENDS OF CONDUIT WITH SILICONE CAULK.
3 CABLE GROUND KIT DETAIL ( (��) $. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF THE
RESISTANCE VALUE IS EXCEEDED, NOTIFY THE PROJECT MANAGER FOR FURTHER
E-1 SCALE : 1 =1 -O' CONNECTOR INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE.
WEATHERPROOFING
4 G R 0 U N D BAR M 0)U N T DETAIL KIT (TYP.) 9. ALL ROOF TOP ANTENNA MOUNTS SHALL BE GROUNDED WITH A #2 GROUND
WIRE CONNECTED TO THE NEAREST GROUND BUS. ALL CONNECTIONS ARE
E-1 SCALE 3" =V-0" TO BE CAD-WELDED IF POSSIBLE.
ANTENNA CABLE 10. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND
TO DAB (TYP.) FALL OF POTENTIAL GROUNDING TESTS FOR APPROVAL SUBMIT TEST REPORTS TO
THE PROJECT MANAGER.
5 _-G) ELECTRICAL
GROUND BAR SIMILAR CTRICAL SYMBOLS #6 AWG 11. GROUNDING CONNECTION TO TRAVEL IN A DOWNWARD DIRECTION.
4 ® COMPRESSION TYPE CONNECTION FROM ANTENNA MOUNTED NEAR/BELOW ANTENNA 12. ALL EXPOSED #2 WIRE MUST BE TINN NOT BCW.
® CADWELD TYPE CONNEC71ON FRAME SUPPORT (SEE DETAIL) 13. MASTER GROUND BAR IS TO BE 4" X 1'-8". ALL OTHER GROUND BARS
ARE TO BE 4" X 1'-4".
7/16» " 3/4" 0 0 GROUNDING HARE:
0
2 0 O 0 ATTACH TO EACH
± p p 0 p ABBRE AYI MONS ANTENNA SUPPORT
0 0 0 BRACKET W/ CADWELD #2 AWG BCW #2 AWG BCW,
j 0 0�O T p O AWG AMERICAN WIRE GAUGE GROUND WIRE
0 0 ALONG CABLE
3 j 0 0 0 BCW BARE COPPER WIRE CONDUIT TO MGB
p 0 H RWY RACEWAY
1 TYP. TYPICAL
RGS RIGID GALVANIZED STEEL
LEGENDEMT ELECTRICAL METALLIC TUBING 7 GROUNDING WIRE TO GROUNDING BAR DETAIL
1- COPPER GROUND BAR, 1/4"x 4"x20 HOLE CENTERS
TO MATCH NEMA DOUBLE LUG CONFIGURATION DWG DRAWING E-1 SCALE : NTS
2- INSULATORS IGR INTERIOR GROUND RING (HALO)
3- 5/8" LOCK WASHERS MGB MASTER GROUND BAR
4- WALL MOUNTING BRACKET AGB ANTENNA GROUND BAR
5- 5/8-11 x 1" H.H.C.S.BOLTS
GEN GENERATOR
DAB REPEATER CABINET FOR XM
MTG MOUNTING
5 GROUNDING BAR DETAIL
SCALE NTS "a
CONS UL T/I!I G
E-, K'Is LEGEND GE " r%rA��:���^.
E-1 SCALE NTS
Y „ s ENGINEERING SITE DEVELOPAlENT TRANSPORTATION
r
�z r ti C''0 a7Q?�lvR
56R Roland Street, Boston, MA 02129
='`T53
, Phone (617) 776-0432 Fax (617) 776-0434
� :.
th �r. •v
FAIRWEATHER APARTMENTS
1 8/31/00 FOR REVIEW DJT PS CE
41R HIGHLAND AVE. RTE. 07 SATELLITE o 7/28/00 FOR REVIEW RLH Ps CE SITE NO. BOS- 128. A PROJ. NO. 20119M11
RAD 10
SALEM, M A 01970 No. DATE REVISIONS BY CHK; APP'D ELECTRICAL AND GROUNDING DWG. No.: REV
a ENGINEER'S OR ARCHITECT'S
SCALE: AS NOTED DESIGNED BY: PPS DRAWN BY: RLH LICENSE NUMBER DETAILS AND NOTES E--1 1
MAP: 25
LOT: 31
7
1) w
n ~ MAP: 25
15'53' LOT: 30
MAP: 15 /
LOT: 309
♦
3�
/ MAP: 25
♦ LOT: 29
♦
NOTE: MAP: 15 a'
THE DIRECTION OF MAGENTIC NORTH NOTED ON LOT: 311 MAP: 25
THIS PLAN IS THE APPROXIMATE DECLINATION LOT: 28
AT THE TIME OF SURVEY. MAP: 25
LOT: 19
O OLD SALEM ASSOCIATES MAP: 25
C) 41R HIGHLAND AVENUE ooMAP LOT: 27
AREA = 6.9f ACRES CP
MAP: 25
LOT: 667 MAP: 25
�J iii LOT: 26
MA ' 1 5 MAP: 25 5'f
LOT: 2 �� EX.ISENG PANEL ANTENNA FRAME h= MAP: 25
E!ISTING SATELLITE DISH LOT: 25
MAP: 25 EXISTING PANEL AN7ENNA FRAME ,H
LOT: 3 EXISTING BUILDING f T MAP: 25
LOT: 24
w MAP: 25
MAP: 25 1 09 f LOT: 23
LOT: 4 `ro.
r
PROPOSED BALLAST MAP: 25
MAP: 25 MOUNTED SATELLITE LOT: 22
LOT: 5 DISH
,. PROPOS1-D OMNI
ANTENNA Q,
MAP: 25 PROPOSED WALL
LOT: 6 MOUNTED EQUIPMENT
E"SRAIG 06E OF
MAP: 25 B1 T tI.AMYOUS PA DEMENT
LOT: LEGEND
MAP: 25 �`,� •'y/ PROPERTY LINE
--- - - -
LOT: 8 .M/
ABUTTERS LOT LINE
MAP: 25 .�23'� SALEM ASSESSORS' MAP & LOT P
M 19
LOT: 9
` EXIS7ING BUILDING
!\
MAP: 25 ♦ MAP: 25 ^�
LOT: 20 ►�� EXISTING EDGE OF BITWINOUS CONCRETE
LOT: 10
�'� ♦ V,25
25
J�
LOT::
111 MT::
18 ♦ ��
MAP: 25 MAP: 2 5� �� ZONING INFORMATION
LOT. 5
LOT: 12 ^°' Q-
ZONING DISTRICT TYPE R-3
�O MINIMUM LOT AREA: 25,000 SQ. FT.
SURVEY PLAN �� MINIMUM ROAD FRONTAGE: 100 FEET
SCALE 1" = 60' FRONT YARD SETBACK: 15 FEET
SIDE YARD SETBACK: 20 FEET
REAR YARD SETBACK: 30 FEET
0 60 120 180 240 MAXIMUM BUILDING HEIGHT: 45 FEET
MAXIMUM BLDG. COVERAGE: 35 %
µ
SCALE IN FEET
j
APPROVALS
I
SITE ACQUISITION ZONING
OEOE)
CONSTRUCTION OWNERCC>NSULTINO
H�
RF :w
ENGINEERING SITEDEVEWPAMM 7RANSPORTAT70N
MES yN 56R Roland Street, Boston, MA 02129
CD LO
' Noo.2 0 3' y Phone (617) 776-0432 Fax (617) 776-0434
9fsISVT
FAIRWEATHER APARTMENTS 4 0
41R HIGHLAND AVE. RTE O7 rmI
RADIOSATELL
ADiOLITE 0 11/22/00 ISSUED FOR REVIEW DJT PS JLK SI TE N O. B OS--1 28.A PROJ. NO. 20119M11
SALEM M A 01970 NO. DATE REVISIONS BY CHK APP'D DWG. NO.: REV
'
ENGINEER'S ARCHITECT'S TITLE SHEET
SCALE: AS NOTED DESIGNED BY: DJT DRAWN BY: DHW LICENSE UMBER C--1 O
Alt""
Jop
,Aq,
p-
jo
1 41,
f6 I
JV
11.Vv
m"A
4w
".41
A!r# V
Ar'
40
71
4!%V
kit.. f4
1 ffw
:.AM
WPA 25
WWI
lu 1,
_31 him $a
es
412
I .............
AL.
41
t'PIT'
.11�Ai�'4,1k
AP:
0*
sc
ALE I
R ADI U S
jol NJ ft At
I v,-
I Wi I I Lem