BP-2005-42479I:y9
NEXTEL COMMUNICATIONS OF THE MID=ATLANTIC, INC.
CONSULTANTS:
ENGINEERING FIRM
VERTICAL RESOURCES GROUP INC.
420 BOSRON TPKE, SUITE 408
SHREWSBORY, MA. 01545
CONTACT: MIGUEL NOBRE P.E.
PHONE: (508) 981-9590
FAX: (500) 519-8939
PROJECT SUMMARY
SITE UMBER:
MA1918A
SITE NAME
N. NOQUOCHOKE LAKE
SITE ADDRESS:
968 REED RD.
DARTMOUTH, MA 02747
PROPERTY OWNER:
DSD REALTY TRUST
6 THATCHER ST.
SOUTH DARTMOUTH, MA 02748
APPLICANT_
NEXTEL COMMUNICATIONS
40 HARTWELL AVE.
LEXINGTON, MA 02421
CONTAC :
TEL 617-839-6000
COORDINATES:
LAT. N41439'43.5'
LONG. W71'02'20.1"
GROUND LEVEL:
±40'
DEED REFERENCE:
SITE PARCEL NO.:
CURRENT ZONING:
HORIZONT4L DATUM: (NAD) 1983
LOCATION MAP
SCALE:1'_1000'
E.
DIRECTIONS
TO
SITE
FROM
BOSTON
TAKE NT-24 SOUTH. MERGE ONTO 1-195
EAST.
TAKE
EXIT 11.
MERGE ONTO REED ROAD NORTH (TAKE
A
LEFT).
TURN
LEFT ON OLD REED ROAD. SITE WILL BE
1/3
MILE
ON THE
RIGHT.
IF APPROVALS —111
OWNER DATE
NEXTEL R.F. ENGINEER DATE
NEXTEL CONSTRUCTION DATE
NEXTEL SITE ACQUISITION DATE
NEXTEL FIELD OPERATIONS .DATE
GENERAL DYNAMICS DATE
G.D. (C.F.S.) DATE
G.D. (C.F.S.) DATE
THE ABOVE PARTIES HEREBY APPROVE
AND ACCEPT THESE DOCUMENTS AND
AUTHORIZE THE CONTRACTOR TO PROCEED
WITH THE CONSTRUCTION DESCRIBED HEREIN.
ALL CONSTRUCTION DOCUMENTS PRE SUBJECT
TO REVIEW BY THE LOCAL BUILDING DEPARTMENT
AND ANY CHANGES OR MODIFICATIONS THEY
MAY IMPOSE.
INDEX:
T-1
TITLE SHEET
A-1
SITE PLAN
A-2
ELEVATION & DETAILS
A-3
DETAILS I
A-4
DETAILS II
E-1
ELECTRICAL DETAILS I
E-2
ELECTRICAL DETAILS II
G-1
GROUNDING DETAILS I
Of This
'Tian l''TDSL�U`�:IOp
Era o ° 29C5
NEWL
NEXTEL CL`MMUNICATIONS
OF THE MI0-ATLANTIC, INC.
40 HARTWELL AVENUE
LEXINGTON, MA 02421
PHONE I (617) 839-6000
FAX: C617) 839-5912
VRG
VERTICAL RESOURCES GRP.
420 Boston Tpke, suite 408
ShrewsbOrY, MA 01545
tel. (503) 981 9590
fax (5C3) 519 8939
verticalresoumes@charter.net
SITE NAME:
N. NOQIJOCHOKE
LAKE
SITE NUMBER
SUBOTTALS
A 2/8/05 `OR REVIEW
PROFESSIONAL S`AMP
J OESP.
B'sorc
DRAWN BY: G.A.M.
CHECKED BY: M.N.
SITE ADDRESS:
968 REED RD
DARTMOUTH, MA
W747
SHEET TITLE:
TITLE SHEET
SHEET NUMBER:
T-1
G bcL7q
GENERAL NOTES
1. THE TYPE, DIMENSIONS, MOUNTING HARDWARE, AND
THE POSITIONS OF ALL EQUIPMENT IN THE
COMPOUND ARE SHOWN IN ILLUSTRATIVE FASHION.
THESE DRAWNGS R
ACTUAL HARDWARE DETAILDF S AND FINAL LOOR CAN PONS
MAY DIFFER SLIGHTLY FROM WHAT IS SHOWN.
2. THE PCs INSTALLATION IS AN UNMANNED
PRIVATE AND SECURED COMPOUND. IT IS ONLY
ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC
ROUTINE MAINTENANCE AND THEREFORE DOES NOT
REQUIRE pNY WATER OR SANITARY SEWER SERVICE.
THE FACILITY IS NOT GOVERNED BY REGULATIONS
REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS.
3. SECURITY LIGHTING IN THE EQUIPMENT COMPOUND IS
CONTROLLED BY A PHOTOELECTRIC -INFRARED
TWO go- WATT HALOGEN SPOTLLIGHTS.ES CONSIST OF
LIGHTING CAN
BE ADJUSTED SO AS NOT TO CAUSE ANY
OBJECTIONABLE GLARE ON ADJOINING PROPERTIES.
4. THE CONTRACTOR SHALL CALL "DIG SAFE" 72 HRS PRIOR TO THE
START OF CONTRUCTION (1-888-DIG-SAFE).
ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER
MERE ERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED
TAT HEAWORI, HALLDBE RELOCATEDRE REQUIRED
AS DIRECTED BY ENGINEERS.
OF
EXISTING
SPORTSDOME
SITE PLAN
SCALE: 1" - 50' A-1
GRAPHIC SCALE
W FEET )
1 i h = 50 1t.
5. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW, THIS PROJECT SUMMARY SITIE SPECIFICS
WILL INCLUDE BUT NOT BE UMITED TO: A) FALL PROTECTION B) CONFINED SPACE SITE NUMBER: MAt918A LOCATION: NEXTEL COMMUNICATIONS
C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION.
6. ALL SIZE WORK SHALL BE AS INDICATED ON THE DRAWING AND STIPULATED IN THE SITE NAME: N.NOQDQCHQKE LAKE LATITUDE: 4t° 39' 43.5" N OF THE MID -ATLANTIC, INC.
SPECIFICATION PROJECT SUMMARY. LONGITUDE: 71° 02' 20.1" W
Z. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SITE ADDRESS: 968 REED RD. 40 HARTWELL AVENUE
SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. DATUM: NGVO 83MIA
8. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH PROPERTY OWNER: DSO REALTY TRUST SMOKIE STACK HEIGHT: 250' A.G.L. PHONE: (B 83 -600
INTERFERE WITH THE EXECUTION OF WORK, SHALL BE REMOVED AND/OR CAPPED. 6 THATCHER ST. PHONE: (617) 839-60W
PLUGGED OR OTHERWISE DISCONTNUED AT POINTS WHICH WILL NOT INTERFERE WITH SOUTH DARTMOUTH, MA 02748 STRUIC;TURE INCEPTION 1990 PAR: (617) 839-5912
THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. DATE:
9. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SIZE DURING CURRENT LAND USE: COMMERCIAL
CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED, SHALL BE IN STRUCTURE TYPE: MONOPOLE
CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. APPLICANT: NEXTEL COMMUNICATIONS
10. NO PLC OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. 40 HARTWELL AVE.
FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILE OR LEXINGTON, MA HANDICAP REQUIREMENTS:
EMBANKMENT. 02421
11. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM CONTACT PERSON: ERIC DAHL VRG
GRADE PRIOR TO FINISHED SURFACE APPUCATION. FACILPTJY IS MANNED BUT NOT FOR HUMAN HABITATION.
12. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT CONTACT PHONE NO.: 860-227-1975 HANDIfyAPPED ACCESS REQUIREMENTS NOT REQUIRED.
COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, VERTICAL RESOURCES GRP.
FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE
SPECIFICATION LANDSCAPE WORK. 420 BbX;ton Tpke, suite 408
13, CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SIZE DURING
CONSTRUCTION. EROSION CONTROL MEASURES. IF REQUIRED DURING Shmxvsbury, MA 01545
CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR tel. (508) 981 9590
EROSION AND SEDIMENT CONTROL
/ fax (508) 519 8939
verticals sourCeS@charter.net
I
CONSOLIDATED RAIL CORP.
NNRE NEXTEL PROPOSED NIXTEL SHELTER
6 — — — IOxRF "B"S" A A SEE
N"AT AREA SEE 4/A4
5x10' GENERATOR
FOR
REPAIR EASING GtAVG
ARID PER 5/A3 ALS
FXIEL
PROPM0
NE EL
1 SHELTER
- PROPOSED N BEL
SEE
SHELTER ':. C% BRIDGE SEE
I [I 1.� 1/'A4
PROPOSING r'XTEL
ANTENNA WOUNT
SEE 4/A3 0
II(
�I NEXTEL CONCRETE
STOCK SEE 5/A4
I I
I I
4IT
I
I
I I
SIT L J
I
PROPOSED NEXTEL
DG TELCO BURRETREN DIN
II SEE 5/E2
d IT
E%ISTTNG NYXSON EXISTING POWER
II CSC CABINET EIAARCAnON
BOARD
l
INnsn°
TRFx `
F ER
ENLARGED SITE PLAN 2
SCALE: 1° = 10' A-1
GRAPHIC SCALE
( IN FEET I
L inch — 10 It
SITE NAME:
N.NOQUOCHOKE
LAKE
SITE NUMBEF:
MA1918A
SUBMITTALS
A 2/8/0(' FOR REVIEW
PROFESSIONdL STAMP
n2ma
2� GP
MFS P.
SiROXE yTp
jo No. 200G va
o L .ai
v e
DRAWN BY: G.A.M.
CHECKED BY M.N.
SITE ADDRESS
963 REED RD
DARTMOUTH, MA
02747
SHEET TITLE
sytE PLAN
SHEET NUN63ER:
A-1
PROPOSED 1'
NEXTEL
PROPOSED 2
DES ANTENNA
FUTURE VERIZON PANELS
® t157 (CENTER) A.G.L
EXISTING 7-MOBILE PANELS
® t147 (CENTER) A.G.L
PROPOSED NEXTEI
C/W 15 COAXIAL
a 113' (CENTER)
EXISTING 160' 1
MONOPOLE ON
CONCRETE TOO"
ELEVATION VIEW
SCALE: 1" - 16' A-2
GRAPHIC SCALE
w � )
1 ivch = 16 it
TO RUN
NOTES
CABLE1. COO SIZE WILL BE DETERMINED BY
RF SCHEDULEFOR CABLE SIZE, MANUF MANUFACTURER, MID COLOR CODING.
2. COLOR -CODE COAXIAL CABLE:
_ AT TOP, JUST ABOVE GROUND KIT. 2' WIDE TO BE VISIBLE FROM
THE GROUND
- AT BOTTOM, JUST OUTSIDE COAX PORT
- INSIDE NEXTEL EQUIPMENT ROOM/ENCLOSURE
- AT ALL WALL/FLOOR PENETRATIONS
3. RADIUS 'R' SHALL BE EQUAL TO OR GREATER THAN
MANUFACTURER'S RECOMMENDATION.
ANTENNA ARRAY
(6 TOTAL)
EXISTING 70'x70'
FENCED AREA
W/ BARBED WIRE
C OR
SEC
NEXTEL RF SYSTEM SCHEDULE
SECTOR
ANTENNA
AZIMUTH
DOWNTILT
BAD CTR,
FT. AGE
WAKE
W"ODEE
FEED
Co
SIZE,UIN.
COAX MFR.
LENGTH,
A
I G
0
0
115t
DECIBEL
DB84i3Nfi5ZAXY
BOTTOM
1 5/8'
ANDREW
165t
A
I W
0
0
lilt
DECIBEL
DR845N65ZAXY
BOTTOM
1 5/8"
ANDREW
165t
A
I B
0
0
115t
DECIBEL
06545Nfi5ZAXY
BOTTOM
1 5/8"
ANDREW
165t
A
I R
0
0
lilt
DECIBEL
DBBASN65ZAXY
BOTTOM
1 5/B'
ANDREW
165t
B
II G
120
0
115t
DECIBEL
DBB45N65ZAXY
BOTTOM
1 5/8'
ANDREW
165t
B
11 W
120
0
lilt
DECIBEL
DB84,5N65ZAXY
BOTTOM
1 5/8"
ANDREW
165t
B
11 B
120
0
115t
DECIBEL
DB84,5N65ZAXY
BOTTOM
1 5/e"
ANDREW
165t
B
II R
120
0
lilt
DECIBEL
DB64ZN65ZAXY
BOTTOM
1 5/8'
ANDREW
165t
C
III G
240
0
115t
DECIBEL
D88GSN65ZAXY
8070M
1 5/8"
ANDREW
10
C
III W
240
0
tilt
DECIBEL
DB845N652AXY
BOTTOM
i 5/8"
ANDREW
1 55t
C
III B
240
0
115t
DECIBEL
DB84y5N652AXY
BOTTOM
1 5/8'
ANDREW
165t
C
III R
240
0
lilt
DECIBEL
DEB4y5N65ZAX1'
BOTTOM
1 5/8"
ANDREW
1652
GPS 41^
GPS #2W
1 Y
II Y
PRIMARY
SECONDARY
-
-
15t
15t
-
-
-
-
-
-
1/2"
1/2-
ANDREW
ANDREW
30t
30t
" COAX CABLE LENGTHS AXE t51IWILO; wVNI n�wn o,.,.,..'l'- . '. '
�* MINIMUM SEPARATION BETWEEN CPS ANTENNAS IS 4'. INSTALL GEE FOR SOUTHERN EXPOSURE AND REGIONAL SNOW DEPTH.
O
Q U
ANTENNA MOUNTING PLAN 3
SCALE: N.T.S. A-2
SUPPLEMENTAL NOTES
RF SCHEDULE
SCALE: N.T.S. A-2
AfAUfflo
NEXTEL COMMUNICATIONS
OF THE MID -ATLANTIC, INC.
40 HAR BIVELL AVENUE
LEXINOTON, MA 02421
PHONK: (617) 839-6000
VHU
VERTICAL RESOURCES GRP.
420 Bost(+n Tpke, suite 408
Shreweoury, MA 01545
tel. (508) 981 9590
fax (608) 519 8939
verticalresk�umes@charter.net
N.NOQUOCHOKE
IAKE
COAX PORT ASSIGNMENTS SITE NUMBER:
(VIEWED FROM INSIDE EQUIPMENT ROOM/SHIHLTER) l f 191 pA
roO L II TRUE TRUE
NORTH NORTH
Y MAGNETIC i MAGNETIC i
NORTH `\v NORTH `\V S(� €;MTTALS
IB IW
IG IR
W IIB IIG K
III BdO(t 11 CB�S 111 W�O`AY W
IIIR IIIW III6 IIIG �IIIG 11240'IIIR II R\
120'
2401 129
IPPER�ANT=NNA WWIFR ANTENNA
COLOR KEY LEVEL LEVEL
R -RED
W -WHITE
B -BLUE
G -GREEN
Y - YELLOW (GPS)
TYPICAL ATENNA ORIENTATION
AND COLOUR CODING O
SCALE: N.T.S. A-2
1. ALL MATERIALS AS WELL AS METHODS AND PROCESSES USED
IN THE PERFORMANCE OF THE WORK SHALL CONFORM TO THE
STANDARDS OF THE MASS STATE BUILDING CODE
AITH SUCH REOUI EMENCONTRACTOR SHALL BECOME FAMILIAR
2. THE GENERAL CONTRACTOR SHALL COMPLY WITH THE RULES
OF THE BUILDING AS TO THE HOURS OF AVAILABILITY OF
HANDLING MATERIALS, EQUIPMENT AND DEBRIS TO
AVOID CONFLICT AND INTERFERENCE WITH FACILITY
BUILDING RESPONSIBLE FOROHAND HANDLING MATERIALS BE
3. GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE
PROTECTION OF OLD AND NEW WORK DURING THE
CONTRACTOR SHALL RCTION ESHOULD PARAT THEIR AOWN EXPEGE NSE.
E SE.
4. CONTRACTOR TO CONTROL CLEANING TO PREVENT DIRT OR
DUST FROM LEAVING THE JOB SITE AND INFILTRATING
AREAS NOT INVOLVED IN THE PROJECT. GENERAL
CONTRACTOR SHALL KEEP THE AREA REASONABLY CLEAN AND
DUST FREE DURING WORKING HOURS AND LEGALLY DISPOSE
OF ALL RUBBISH DAILY.
5. CONTRACT R IS
SIC AND PONSIBLE
OR THE PR07CTON OF
6. WHATEVER WORK IS DONE WHERE NO DEFINITE DETAILS OR
INSTRUCTIONS ARE GIVEN, THE CONTRACTOR SHALL
PERFORM THE WORK IN ACCORDANCE WITH THE BEST
ACORDANCE
WTH TTFHE HIGHEST STAN ARDSCTHAT IS, AS THE WORK OF THEIS IN CONSTRUCTION
INDUSTRY, WITHOUT EXTRA CHARGE.
7. ALL WORK IS TO BE DONE IN A FIRST CLASS MANNER AND
IN ACCORDANCE WITH THE BEST PRACTICES WITH FIRST
CLASS MATERIALS. NO EXTRAS WILL BE PERMITTED
UNLESS SUBMITTED IN WRITING BY THE CONTRACTOR.
8. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE
SHALUNLESS OTAERWSE NOD. ALL
L SUBMIT INWRITING THIS GUARANTEENTRACTORS
9. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL WORK SHOWN
ON THESE DRAWINGS SHALL BE PERFORMED BY THE GENERAL
CONTRACTOR,
10. GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH
OWN OR THOSE ON SALL EPARATE RATE CER ONTRACT. PRIORRTTHEIR
PROVIDE A WORK ING SCHEDULE TOASHOW ESTIMATED
OR COMMENCEMENTHALL
COMMENCEMENT AND COMPLETION DATES OF EACH TRADE,
IDENTIFYING ALSO LONG LEAD ITEMS.
11. WHEN "APPROVED EQUAL", "EQUAL TO" OR OTHER GENERAL
QUALIFYING TERMS ARE USED, IT SHALL BE BASED UPON
THE RENEW AND APPROVAL BY NEXTEL. NO MATERIAL
SUBSTTUTIONS SHALL BE MADE WITHOUT FIRST INFORMING
NEXTEL SUBMIT SUBST DOTE MATERIAL SPECIFICATIONS
CAND
OMMENCEMENT FOR APPRO
WORK.VAL, IN WRITING, PRIOR TO
12. A COPY OF THE LATEST SET OF CONSTRUCTION DRAWINGS
SHALL BE KEPT AT THE JOB SITE FOR REVIEW BY NEXTEL.
13. THE CONTRACTOR SHALL HAVE A COMPETENT
SUPERINTENDENTROGRESSREMISES AT ALL TIMES WHEN
THE WOIS IN14. THE CONTRACTOR SHALL INCORPORATE THE CONSTRUCTION
DRAWINGS, AS WELL AS NEXTEL CELL
SITE SPECIFICATIONS FOR BIDDING THIS PROJECT,
REVIEW
PROFESSIONAL STAMP
DRAWN BY: G.A.M.
CHECKED BY: M.N.
SITE ADDRESS:
966 REED RD
DARIMOUTH, MA
02747
SHEET TITLE:
ELEV'XTIONS &
SITE PLAN
SHEET NUMBER:
A-2
LESS THAN 1"
KEEP REFLECTING
OBJECTS BELOW 10'
CPSANTE—SNApFA
AND L—SHAING
MOUNTING
-------
BRACKET
SUPPLIED BY WEATHER PROOFED
NEXTEL AREA
10°
INSTALL GROUND KIT ON 1/2" COAX
m z
AND THE BACK TO EXTERIOR
ANTENNA GROUND SYSTEM WITH I
#6 STRANDED COPPER WIRE IF
No
OVER 25'—O'
X
PIPE MAST OR tt
UNISTRUT UP TO
1 /2" HELIA%
(30MM OD)
z
MOUNT IWTH STAINLESS STRAPS
LNLY
SHELTER
ROOF
L3 X 3 X 3/16"
GALV ANGLE —
MOUNT TO SH
WITH (2)
U—BOLTS
GROUND GPS MOUNTING
STRUCTURE BACK TO
EXTERIOR GROUND SYSTEM
W/ #6 STRANDED GREEN
AND DOUBLE LUGS (TYP.)
WELD PIPE TO ANGLE OR
MOUNT WITH (2) GALV 1/4"
U—BOLTS AND HARDWARE
GPS & BMR ANTENNA MOUNT
SCALE: N.T.S. A-3
PROPOSED (6 TOT.) ANTENNA MOUNT
N6'TE: PIPES PROD PART#: 850591 TO BE
ASSE BL1 SR IS TO INSTALL 2 CI_AMP AT ±119 MOM EACH OTHER. G USED WITH ADAPTER PLATE PART#:840536
PROPOSED (2) ANTENNA I
CLAMP RING PROD
PART#: 155934 OR
APPROVED EQUAL ABOUT
12" APART VERTICALLY
o------------------
0 A
t
0 G
o
o
p - _ _______ 0 0
o
o
I
EXISTING 160
MONOPOLE
TOWER
NO E:
CONTRACTOR TVERIFY POLE DIAMETER
AT SERLEVEL FOR AFEOUACY WITH
PROPOSED
P L PLATFORM.
ANTENNA MOUNTING FRAME
SCALE: N.T.S. q-3
I
JUMPER CONNI
ANDREWS HEU
CABLE W/ FEA
CONN. TO 1-5
1/2" HELIAX.
1-5/8"
COAXIA
1/2"
COAXIAL
1. DESIGN REQUIREMENTS Ns PER MASS 6th EDITION BUILDING CODE SUPPLEMENT
AINSI/ASCE7. EIA/TIA-2Q2—F STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING
STRUCTURES. THE BASIC; GROUND WIND SPEED UTILIZED FOR DESIGN IS 85 MPH.
2. STRUCTURAL STEEL SHELL CONFORM TO ASTM A36 OF THE ALSO SPECIFICATIONS FOR
STRUCTUAL STEEL BUILDINGS —ALLOWABLE STRESS DESIGN, INCLUDING THE COMMENTARY AND
ET THE ALSO CODE OF STANDARD PRACTICE.
3. STEEL PIPE SHALL CONIIORM TO ASTM A500 'COLD —FORMED AND WELDED & SEAMLESS
CARBON STEEL STRUCTUIRAL TUBING". GRADE A. OR AKA A53 "PIPE, STEEL, BLACK AND
HOT —DIPPED. ZINC—COA:TED WELD AND SEAMLESS", TYPE E OR S. GRADE B. PIPE SIZES
INDICATED ARE NOMINAL., ACTUAL OUTSIDE DIAMETER IS LARGER.
4. STRUCTURAL CONNECTIONS BOLTS SHALL BE HIGH STRENGTH BOLTS (BEARING TYPE) AND
CONFORM TO ASTM A325 "HIGH STRENGTH BOLTS FOR STRUCTURAL JOINTS, INCLUDING
SUITABLE NUTS AND PLAIN HARDENED WASHERS". ALL BOLTS SHALL BE 5/8" DIA UON.
5. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM
A123 "ZINC (HOT —DIP C;ALVANIZED ) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS
OTHERWISE NOTED.
6. ALL BOLTS, ANCHORS AON MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDACE
WITH ASTM A153 "ZINC --COATING (HOT —DIP) ON IRON AND STEEL HARDWARE", UNLESS
OTHERWISE NOTED.
7. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE
WITH ASTM A780
S. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISFTRING OR NONCONFORMING
MATERIALS OR CONDIDON3 SHALL BE REPORTED TO THE ENGINEER PRIOR TO REMEDIAL OR
CORRECTIVE ACTION. AN`/ SUCH ACTION SHALL REQUIRE ENGINEER APPROVAL.
9. CONTRACTOR SHALL C014/APLY WITH AWS CODE FOR PROCEDURES, APPEARANCE AND QUALITY
OF WELDS, AND FOR WIHODS USED IN CORRECTING WELDING. ALL WELDERS AND WELDING
PROCESS SHALL BE OUAI.IFIED IN ACCORDANCE WITH AWS "STANDARD QUALIFICATION
PROCEDURES." ALL WELIDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING
SHALL CONFORM TO AIS:.0 "MANUAL OF STEEL CONSTRUCTION" 9th EDITION.
SET
TYPICAL ANTENNA
SCALE: N.T.S. A-3
SITE COMPOUND
TYPICAL SECTION
SCALE: N.T.S. A-3
STANDARD STRUCTURAL STEEL NOTES �1
A-3
TO ANTENNA
STANDARD
GROUND KIT OYP.)
#6 AWG (PROVIDED
WITH GROUND KIT TYP.)
CONTRACTOR TO PROVIDE (12) _
COAXIAL CABLE HOISTING GRIPS
MICROFLECT PART#: B1732L.
PROPOSED HOISTING GRIPS TO BE
ATTACHED TO EXISTING 'J—HOOKS' 6"
BELOW TOP PORTAL OPENING. —
COAX CABLE
(TYP. FOR ALL)—
#6 AWG (PROVIDED
WITH GROUND KIT TYP.)
TO NEXTEL SHELTER
VIA ICE BRIDGE
MONOPOLE
ANTENNA GROUND BAR
TOP OF TOWER
C2/0 GREEN
ADWELD TO TOWER ATD TOPD
#2/0 GREEN INSULATED LEAD
ANTENNA GROUND BAR
BOTTOM OF TOWER
NEXTEL COMMUNICATIONS
OF THE MID -ATLANTIC, INC.
40 HARTWELL AVENUE
LEXINGTON MA 02421
PHvNE: (617) 839-6000
FAX: (617) 839-5912
VR (403
VERTICAL RESOURCES GRP.
420 Bolton Tpke, suite 408
Shree�sbury, MA 01545
tel. i508) 981 9590
fax (508)519 8939
verticalmsourms@charter.net
A�
SITE NUMBER:
MM918A
SUBMITTALS
A I2/8/05 I FOR REVIEW
PROFESSIONA- STAMP
,.peema
v��IN,9
I`[M1E.KE m
x�
I Z
DRAWN BY: J G.A.M.
CHECKED BY: M.N.
MONOPOLE PIER
SITE ADDRES`,:
-4 t4'
968 REED RD.
DARIMOUTH, MA
02747
#2 AWG TINNED (SOLID COPPER TO
TOWER GROUND [RING
CABLES SUPPORT ON EXISITNG TOWER s
SCALE: N.T.S. A-3
SHEET TITLE:
DETAILS I
SHEET NUMB.-.R:
A-3
STEEL PIPE CAP
1/2' THRE41ED, ROD
SPLICE PLATE
2 x 2 x 3/1P" OREL
ANGLE, 31F LONG.
ATTACH TO PIPE W/
1/2" U-BOLTS
STAINLESS HA GEL
SNAP -IN
COAX TG ANTENNAS
(SEE PLAN FOR
NUMBER AND POSITION
OF CABLES)
' IlWiII 31O.Q dAX -
2 x 2 x 3/16"
STEEL ANGLE, 24"
24. McNICHOLS LONG
GRIP STRUT PLANK
COAXIAL CABLE BRIDGE DETAIL
SCALE: N.rs. q_q
1. CODE CONFORMANCE
TO COMPLY WITH THE LATEST RECOMMENDATIONS OF THESE STANDARDS.
- ACI 301- 'STRUCTURAL CONCRETE FOR BUILDINGS"
- ACI 315- "QUAILING CONCRETE WORK"
- ACI 318- "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
- ACI 322- "BUILDING CODE REQUIREMENTS FOR STRUCTURAL PLAIN CONCRETE"
- ACI 347- "FORM WORK"
2. MATERIALS
CONCRETE:
- APPROVED, READY MIXED CONCRETE HAVING AN ULTIMATE COMPRESSIVE
STRENGTH (Vc) OF 3000 PSI AT 28 DAYS, SLUMP 3-5 INCHES UNLESS OTHERWISE NOTED
REINFORCING STEEL:
- ASTM A615 GRADE 60 DEFORMED BARS. ASTM A185 WELDED WIRE FABRIC
FORM WORK:
- SMOOTH PLYWOOD FORMS FOR EXPOSED SLABS OR VERTICAL SURFACES. BOARD FORMS FOR
FOOTINGS OR UNEXPOSED CONCRETE SURFACES. NO EARTH FORMS PERMITTED.
GROUT:
- NONMETALLIC, NON -SHRINK GROUT UNDER BASE PLATES OR BEARING PLTES
3, EXECUTION
CONCRETE:
- PLACE CONCRETE ACCORDING TO THE APPROVED METHODS OF ACI 304
STRENGTH (Yc) OF 3000 PSI AT 28 DAYS, SLUMP 3-5 INCHES UNLESS OTHERWISE NOTED
REINFORCING STEEL
- PLACE REINFORCING USING STANDARD DR SUPPORTS TO PROVOE PROPER CUEGANCE
AND PREVENT DISPLACEMENT DURING CONCRETE OPERATIONS, LAP CONTINUOUS BARS 40
DIAMETERS. PROVIDE THE FOLLOWING MINIMUM CONCRETE COVERAGE:
- CONCRETE PLACED AGAINST EARTH 3 IN.
- FORMED CONCRETE EXPOSED TO EARTH, WEATHER, OR WATER
- SLABS ON GRADE (MINIMUM FROM TOP) 2 IN.
- FRAMED SLABS (NOT EXPOSED TO WEATHER) 1 IN.
- FRAMED SLABS (EXPOSED TO WEATHER) .75 IN.
PLACE DEFORMED BARS IN ACCORDANCE WITH THE LATEST EDITION OF CRSI 1 IN.
"RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS"
ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. LAP TWO SQUARES AT ALL JOINTS AND
AND TIE AT 3'-O" ON CENTER.
PROVIDE (2) #5 BARS EACH SIDE OF ALL OPENINGS IN WALLS AND SLABS. BARS TO EXPEND 24"
BEYOND EDGE OF OPENINGS. (FOR SIZE AND LOCATION OF OPENINGS REFER TO ARCHITECTURAL,
MECHANICAL, AND ELECTRICAL DRAWINGS).
FORM WORK:
- PROPERLY BRACE AND SHORE FORM WORK TO MAINTAIN AUGNMENT AND TOLERANCES IN ACCORDANCE
TO ACI 347.
- DETAILS NOT SHOWN IN DRAWINGS SHALL BE IN ACCORDANCE WTM ACI DETAILING MANUAL (ACI 318).
4, COVER ALL CONCRETE TO MAINTAIN TEMPERATURE
CONCRETE AND REINFORCING STEEL NOTES 2
SCALE N.T.S. A-47
COAXIAL CABLE BRIDGE NOTES:
1. POSITION BRIDGE ASSEMBLY SO THAT WAVEGUIDE ENTER SHELTER
AT WAVEGUIDE PORT CENTERLINE. HEIGHT ABOVE GROUND MAY VARY
ACCORDING TO SHELTER AND SITE LAYOUT.
2. COAX SHALL BE SLOPED 1/8" TO THE FOOT. AWAY FROM SHELTER.
3. STRUCTURAL STEEL SHALL BE ASTM ABE. PIPE SHALL BE ASTM
ADS, GRADE B (SEAMLESS)
4. EXTERIOR STEEL SHALL BE HOT -DIP GALVANIZED, AFTER [I
FABRICATION AND WELDING, TO ASTM A123. HARDWARE
SHALL BE EITHER A325 STEEL, GALVANIZED TO ASTM A153,
OR 18-8 STAINLESS.
5. SIZE, NUMBER AND POSITION OF COAXIAL CABLES MAY VARY
6. USE 3/8" HARDWARE FOR MOUNTING UNLESS OTHERWISE NOTED.
7. FOR SOIL, USE 12" DIAM. V-6" DEEP PIER FILLED WITH 3000 psi
CONCRETE. INSTALL TOP OF PIER FLUSH WITH PROPOSED
GRADE, AND PROVIDE GRADE FOR DRAINAGE.
B. FOR EXPOSED LEDGE, PROVIDE GROUT LEVELING PAD. INSTALL,
(2) 5/8" EXPANSION ANCHORS, 6" LONG.
9. FOR BURIED LEDGE AT LESS THAN 3'-6' BELOW FINISHED GRADE,
CORE 8" DIAM. HOLE INTO LEDGE 18" DEEP. FILL AROUND PIPE WITH
NON -SHRINK GROUT. USE COAL TAR ON BURIED LENGTH OF PIPE,
AND BACKFILL TO FINISHED GRADE.
10. FOR POSTS ON CONCRETE , PROVIDE 4"x8"x 3/8" BASEPLATE WITH
(2) 3/4" GALVANIZED HILTI KWIK BOLT II OR APPROVED EQUAL
WITH 4 EMBEDMENT.
31 CHAMFER
EL O'-O" -
#3 TIES 0 18" O.C. EXCEPT
4 EQUALLY SPACED FIRST 12"
LEDGE T ROCK IS ENCOUNTERED LESS THAN
12"0 THE 4'-0" DEPTH, CORE DRILL ROCK
6",
INSERT #4 BARS AND FILL WITH
NON -SHRINK GROUT, LAP DOWELS 12"
WITH (4) #4 IN FOOTING.
ENCOUNTER LEDGE
#3 STIRRUPS (4) #4 0 46" LONG
0
SECTION A —A
3/4" CHAMFER
#3 TIES 0 18" O.C. EXCEPT
4 EQUALLY SPACED FIRST 12"
SEE NOTE 1
COAXIAL CABLE BRIDGE
12" DIAMETER PIER FOOTING
SCALE: N.T.S. A-4
I
OUTLINE OF SHELTER
RETE .PIER, 8 PL
PIER (FOUNDATION
S 4/;A4)
c
ATTACH SHELTER TO
SHELTER FOUNE)ATION NOTES
1. VERIFY DIMENSIONS WITH SHELTER MANUFACTURER,
2. REMOVE ALL LOOSE INORGANIIC OR UNSUITABLE SOIL TO
UNDISTURBED BEARING STRATA W!/ ALLOWABLE SOIL BEARING
PRESSURE OF 2000 PER
4. PIERS SHALL BE LEVEL ±1/4"
5. SHELTER TIE DOWNS BY SHEL'.TER MANUFACTURER.
NEXTEL COMMUNICATIONS
OF THE MID -ATLANTIC, INC.
40 HARTWELL AVENUE
LEXINGTON, MA 02421
PHONE; (617) 839-6000
FAX: (617) 839-5912
VERTICAL RESOURCES GRP
420 130.1on Tpke, suite 408
ShreVsbury, MA 01545
tel. (508) 9819590
fax (508) 519 8939
vertimlmsources@charter.net
N. NWOUCHOKE
LAKE
SITE NUMBERt
Kk1918A
SUBMITTALS
ANCHOR SHELTER
IN ANCHOR SHELTER IN
ACCORDANCE WITH SHELTER
HELTER WALL ACCORDANCE WITH HELTER WALL
DRAWINGS\
SHELTER DRAWINGS
SHELTER SHELTER
_SHELTER FLOOR
n
SHELTER FLOOR n
FINISH GRADE
FINISH 1
GRADE
ol
FNEE
(3 RED.)
STONE
A
2�$�Q5
FOR
#3 TIES, TYP 3 TIES, TYP
n�
j
- (SPACED ®12" O.C.
(SPACED 012" O.Q)
PROFESSIONA'_ STAMP
(6) #] VERTICAL (6) #] VERTICAL BARS
BARS (EQUALLY - LEDGE (EQUALLY SPACED)
r 1
3" CUR! GROUT EVERY / 3" CUR
OTHER BPR MIND 24'
6" INTO ROCK
NEXTEL EQUIPMENT SHELTER
CONCRETE FOUNDATION 4
SCALE: N.T.S. A-4
JAMES K
STROKE
DRAWN BY: G.A.M.
C
ONCRETE
STOOPS CHECKED BY: M.N.
1/4"/FT SLOPE
SITE ADDRESS
Bx6-WR O N E WIRE ME '
SHELTER FLOOR 968 REED RD.
3/4' CHAMFER ON EDGES DARTMOUTH, MA
02747
FINISH GRADE
SHEET TITLE:
DETAILS II
CRNEOPRENE RLLER
NEXTEL EQUIPMENT SHELTER SHEET NUMBER:
CONCRETE STOOP 5
SCALE: N.T.S. A _ 4
A-4 A,
/INTERIOR TELCO BOARD
f (BY SHELTER MFR)
r EXTERIOR
SHELTER
WALL
C
i
I
O INSTALL JUNCTION BOX,
NEMA 3R 12"x12"x6"
TELCO ENTRANCE
— _ _ _ — — J 4" PENETRATION
— — — WITH PVC SLEEVE
(BY SHELTER MFR)
II
TO EXISTING GROUND
INSTALL RGC CONDUIT7
RING
(ATrACFi TO SHELTER WITH %�—FLE—_
SCH 40PVC CONDUIT
GALV. STEEL PIPE STRAPS) CABIN O N
- CSC CABINET
TELEPHONE SERVICE ELEVATION
SCALE: NTS E-1
7 EXTERIOR
ELECTRICAL ENTRANCE, 4" SHELTER
PENETRATION WITH PVC WALL
SLEEVE (BY SHELTER MFR)
O INSTALL JUNCTION BOX,
NEW 3R 12"Afx6"
L_
INTERIOR 200A -2P+SN FUSED
SWITCH OR CIRCUIT BREAKER AND
5't A.F.G SERVICE ENTRANCE (BY SHELTER MFR)
INSTALL RGC CONDUIT
(ATTACH TO SHELTER WITH
CALM. STEEL PIPE STRAPS)
TO EXISTING
GROUND RING
/SCH 40
PVC CONDUIT
TO EXISTING MULTI
MEEER BANK
_ EXOTHERMICALLY WELD
TO GROUND ROD
ELECTRIC SERVICE ELEVATION FROM METER BANK 2
SCALE: NTS E-1
ELECTRICAL AND TELEPHONE
GENERAL NOTES
1. FOLLOWING COMPLETION OF WORK, PROVIDE OWNER WITH AS —BUILT
DRAWINGS SHOWING TELEPHONE AND ELECTRIC LOCATIONS.
2. WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE.
3. SHELTER IS PRE —WIRED AND TESTED AT FACTORY. COORDINATE WITH
UTILITY AND LOCAL ELECTRICAL INSPECTOR FOR FINAL POWER
CONNECTION.
4. INSTALL AND WIPE 200 AMP, 120/240 V, 3W, SINGLE PHASE METER BASE.
WIRE TO DISCONNECT. UTILITY WILL SUPPLY METER. COORDINATE WITH
UTILITY FOR METER TYPE AND INTERCONNECTION.
5. ALL EXISTING UNDERGROUND LINES ON SITE TO BE LOCATED PRIOR TO
CONSTRUCTION.
6. SEAL ALL SERVICE ENTRANCES INTO SHELTER FOLLOWING INSTALLATION.
APPLETON AJA20034-RS
STYLE 2
(PART NUMBERCOMPLETE
O O
ASSEMBLY -INCLUDES
MA -SERIES BOX AND
ANGLE ADAPTER)COD
O
GENERATOR RECEPTACLE, VIEWED FROM
OUTSIDE OF SHELTER (LOOKING INTO
SLEEVE CONTACTS THAT CORD SET WILL
MATE WITH). CABLES EXIT FROM REAR
AND CONNECT TO TRANSFER SWITCH.
MANUAL NON -FUSIBLE
TRANSFER SWITCH, 200A,
1 6, 2 POLE SN
3-#3/0, 1-#4
GROUND
PROPOSED METER & N
SOCKED TO MEET 0 0
ELECTRIC COMPANY'S
REQUIREMENTS WITH -1 n n
CIRCUIT BREAKER 'i Y
O 3OA-2P CB IN.
PANEL
3-#3/0, 1-#4 GROUND
o IN 4" 0 PVC CONDUIT
NEXIEL EQUIPMENT ROOM/SHELTER —
NOTES:
i "RS" SUFFIX SPECIFIES "REVERSE SERVICE". THIS MUST
BE SPECIFIED FOR BOTH BOX RECEPTACLE AND MATING
PLUG FOR GENERATOR CORD SET.
2. IF THE APPROPRIATE MOUNTING BOX AND ANGLE
ADAPTER ARE ALREADY INSTALLED, THE BOX RECEPTACLE
MAY BE ORDERED SEPARATELY AND INSTALLED IN THE
FIELD, BOX RECEPTACLE PART NUMBER: APPLFRON
ADR20034-RS STYLE 2.
3. WIRING FOR SING1E-PHASE 120/240 VOLT SERVICE IS
AS FOLLOWS:
PIN G - GROUND PIN (TOP OF CONNECTOR, NEAR
INDEX PIN) - GREEN CONDUCTOR
PIN 1 - RFD CONDUCTOR, HOT LEG
PIN 2 - WRITE CONDUCTOR, HOT LEG
PIN 3 - BIACK CONDUCTOR, NEURAL
4. CELL SITE RECEPTACLE MOUNTING BOX AND ANGLE
ADAPTER IS INTERCHANGEABLE WITH CROUSE-HINDS
PARTS LISTED.
ApPLETON: GROUSE -HINDS
AJA520: M58
MA620: M68
MA720: M78
GENERATOR PLUG DETAIL
SCALE: N.T.S. E-1
I ELECTRICAL SYSTEM I
MAIN DISTRIBUTION
NEXTEL
VOLTAGE
240
VOLTAGE
120/240
PHASE
1
PHASE
1 1
AMPS
8,
AMPS
200
ELECTRICAL SYSTEM SCHEDULE �1
SCALE: N.T.S. E-1
3-#3/0, 1-#4 GROUND
IN 2"0 CONDUIT
200A, 42 SPACE. 120/240
VAC 10, 60 Hz LOAD CENTER
W/ 200 AMP DO SERIES
MAIN BREAKER. NEW 1
SURFACE MOUNT
��--r EXTERIOR
MS I RECEPTACLE
11---TT FOR AUXILIARY
GENERATOR
ONE LINE DIAGRAM 5
SCALE: N.T.S. E_t
(SILVER PLP;DED)
lllebYZXS H.9
TYPICAL ANTENNA DIAGRAM B
SCALE: N.T.S. E-1
AfAFXMjt
NEXTEL COMMUNICATIONS
OF THE MIp-ATLANTIC, INC.
40 HARI WELL AVENUE
LEXINGTON, MA 02421
PHONE: (617) 839-6000
FAX: (617) 8395912
VHG
VERTICAL RI SOURCES GRP.
420 Bostor Tpke, suite 408
Shrewsbury, MA 01545
tel. (5C3) 9819590
fax (5123) 519 8939
verticalresources@charter.net
N. NOQIJOCHOKE
LAKE
SITE NUMBER:
MA1918A
SUBOTTALS
FOR REVIEW
PROFESSIONAL STAMP
yX41 a
AMER P.
2
�g
TRO
8 ���o.2Wsa m�
11p ¢
2
DRAWN BY: G.A.M.
momommmommosp®
CHECKED BY: M.N.
SITE ADDRESS:
968 E\'EED RD.
DARTMOUTK MA
02747
SHEET TITLE:
ELECTRICAL
DETAILS I
SHEET NUMBER:
�� - 1
ELECTRICAL
&
TELCO
SERVICE
4)
SCALE: N.T.S
E_p 7
SIZE,IN.
MATERIALppWER
4"0PVC
/ RGCTELCO
I
2"0PVC
/ RGCGROUND
10N/AEMERGENCY
2"0
PJC /RGC
30'
GENERATOR
LENGTHS ARE ESTIMATES; CONTRACTOR SHALL VERIFY IN FEUD.
CONDUIT SCHEDULE �1
SCALE: N.T.S. E-2
WHITE PLASTIC SIGN
is" INTERIOR COLOR "NEXTEL" YELLOW
ALL TEXT TO BE BLACK IN COLOR
R=1/f
R 1-1 /4"
NEXTEL
0
C NEW ENGLANI
o WIRELESS COMMUNICATIONS FACILITY
o `Mm
o IN CASE OF EMEE2GENCY
CALL (800) 86/''-9980
o.fi"
SITE #: MA191E3A(
(TYP.x4)
(— 3.8'
1.C
1. CONTRACTOR TO INSTALL NEXTEL E
ON EXTERIOR OF EQUIPMENT ROOMM DOOR
FACILITY SIGN
SCALE: N.T.S. E-2
RIGID STEEL `PVC SCHEDULE 40
TO PVC ADAPTOR SIZE AS SHOWN
ON LAYOUTS
UNDERGROUND CONDUIT STUB -UP 4
SCALE N.T.S. E_2
MATCH TO EXISTING OR FINISH TO
PROPOSED GRADES (SEE PLAN)
�D�'4xbr A SnGRNtC` WARNING TAPE
(�<y3,.�.Y CLEAN COMPACTED SACKFUL'}�i��y�' `''r ".?¢Y„v1is ia� 6" MIN. TYP
IS 1
Ir
PVC (SCH 40) COMMUNICATION
(TELEPHONE, F/0) CONDUIT WITH
200 LS MIN. TENSILE STRENGTH
PULL TAPE. TELEPHONE COMPANY
PVC (SCH 40)-712 MIN. WILL SUPPLY AND INSTALL
ELECTRIC CONDUIT TELEPHONE LINES.
TRENCH DETAIL - ELEC TELCO 5
SCALE: N.T.S. E-2
AfAgffmt
NEXTEL COMMUNICATIONS
OF THE MID ATLANTIC, INC.
40 HARIAVELL AVENUE
LEXINGS ON, MA 02421
PHONE: (017) 839-6000
FA)(: (8i7) 83"912
VRG
VERTICAL RE€+OURCES GRP
420 Boston F Pke, suite 408
ShrewsbufY, MA 01545
tel. (508) 981 9590
fax (508) 519 8939
verticalresouvces@charter.net
SITE NAME:
N.NOQUOCHOKE
LAKE
SITE NUMBE1D18 A
SUBMITTALS
4 2/8/05 1 FOR REVIEW
PROFESSIONAL STAMP
�w
{�OVf S P. gyp,
21p" mo .IC;p59
"i
l
DRAWN BY: G.A.M.
CHECKED BY: M.N.
SITE ADDRESS:
968 REED RD.
DARTMCUTH, MA
02747
SHEET TITLE:
ELECTRICAL
DETAILS II
SHEET NUMBER:
E-2
TIE GROUND RING TO
FENCE POST TYP 2 T� GROUND
PLACES 1 UNIT, 2
HVAC
R �
I
PROPOSED
COPPGRWELD
GROUND ROD
SEE 2/G-1
lµ
HVAC
GROUND SIPS
ANTENNA (2)
X Dw
#2 AM TINNED
SOLD COPPER
BUILDING
GROUND RING
PROPOSED NEXTEL
11'-6"x20'-O"
EQUIPMENT SHELTER ;..III' IS TOWER GROUND RING
TO SHELTER GROUND
GRING TIP 2 PLACES
I
GROUNDING LEGEND
----- GROUND COPPER WIRE, SIZE AS NOTED
•-ID 5/8"X70' COPPER CLAD STEEL GROUND ROD
--4- EXOTHERMIC (CADWELD) CONNECTION
® GROUND ROD INSPECTION WELL
■ MECHANICAL CONNECTION
INSTALL GROUNDING KITS AT
ANTENNA CENTERLINE, AND
TIE INTERIOR I TOWER EXIT POINTS. GROUND
GROUND BAR I \COAX LINES.
INTO GROLI
COAX RING \
J` ENTRANCE �\4�
oPo\oso
P\
e G60urlD L.
IUND RING \ GROUND CBRIDGEDD
/
AND SUPPP ORTS, TYP
SITE COMPOUND GROUNDING i1
SCALE: N.T.S. G-1
1. GRIND OFF GALVANIZING IN AFFECTED AREA. EXOTHERMICALLY WELD #2
CONDUCTOR AT 6" ABOVE GRADE OR FOUNDATION, WHICHEVER IS HIGHER.
COLD-GALV AFTER. EXOTHERMICALLY WELD OTHER END TO GROUND RING.
2. INSTALL GROUNDING KITS AT ANTENNA CENTERLINE, AND TOWER EXIT POINTS,
GROUND COAX LINES. EXOTHERMICALLY WELD #2 DOWN CONDUCTOR TO PLATES,
RUN DOWN TOWER, AND TIE INTA'GROUNDING SYSTEM.
3. ALL GROUNDING WORK SHALL COMPLY WITH NEXTEL CONSTRUCTION CONTRACT
AND MOTOROLA (R-56) STANDARDS. FOLLOWING COMPLETION OF WORK, GROUND
SYSTEM MUST BE TESTED AND SHALL HAVE A RESISTANCE OF 5 OHMS OR LESS
SUBMIT AN INDEPENDENT "FALL POTENTIAL" TESTING REPORT.
4. ALL GROUNDING CONDUCTORS ON EXTERIOR WALL OF SHELTER SHALL BE
INSTALLED IN 3/4" SCH 40 PVC CONDUIT TO 12" BELOW GRADE. ATTACH PVC
WITH GALVANIZED "C" CLAMPS.
5. CONTRACTOR SHALL HAND -DIG IN AREAS AROUND EXISTING UTILITIES.
6. NOTIFY CONSTRUCTION ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING
GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS,
GROUND ROD INSPECTION WELL
CHIRSTY F14 BOX WITH ADAPTERS
AND EXTENSIONS AS REQUIRED AND
D210 CONCRETE LID. COORDINATE
INSTALLATION WITH OWNER LABEL
"GROUND" OR "GROUND
TEST LOOP 12"
BELOW GRADE MAX.—\
COPPER CLAD STEEL
GROUND ROD 5/8"0
x 10'-0" LONG
CADWELD CONNECTION
GROUND CONDUCTOR
BAREOLD COPPER TINNED
TOP OF CRUDE
_) �� III 111 �- lily
G G—►—G-
— 10'-D" MAXIMUM ------
GROUND
BOX
DETAIL
�
SCALE: N.T.S.G-1
O' 120' 240'
ANTENNA ANTENNA ANTENNA
NOTE 1 NOTE 1 NOTE i
AToPNGNDCDKITX
X
TOP GND KILT
TOP GND KIT
CABLE
CABLE
CABLE
F'YJ:IN:'I
CADWELD
TO TOWER
#6 AM ORE
TO SURGE
TYPICAL DIRECTIONAL SPLICE
W/ BURNDY CRIMP
GROUND PANEL BOARD, SURGE ARE
MANUAL TRANSFER SWITCH, ETC. TO
#6
FRAME W/
#6 GREEN
EQUIPMENT
GROUNDING
BY OTHERS
1 9 NOV 2 NOTE 2 NOTE 2
ABT NA
JAN
KOTX
COAX
2CAB
CAGN KIT
KTENNA IT
BO
BO
EKI
BNo
LE
ABLE
ABCE
ETU.
GPS
#6 AM
#2 BCW
GND BAR
GND BAR
4
P#2
:OP
B#2 BCW
•
•QGBE
2/0 BCW TO SHELTEI
GROUND SYSTEM
CONDUITS
=
CABLE TRAY
2/0 BCW TO EXISTING
TOWER GROUND SYSTEM
NOTE:
1.
BOND ANTENNA GROUNDING KIT CABLE TO TOP CIGBE
_
2.
BOND ANTENNA GROUNDING KIT CABLE TO BOTTOM CIGBE
SCHEMATIC
GROUNDING DIAGRAM
i�4)
SCALE: N.T.S.
G-2
INSIDE MEW
NI
\_EXOTHERMIC WELD
#2 AM TINNED SOLD CONDUCTOR (CAD -WELD)
TO EXTERIOR GROUND RING
INSIDE SEALED 1/2" 1 CONDUIT
WAVEGUIDE GROUNDING
SCALE: NTS G-1
CEILING OF NEXTEL ROOM
BURNDY CRIMP, TYP
INTERIOR GROUND HALO
#2 AMID GREEN STRANDED
PANDUIT STANDOFF, 16" O.C.,
FORM & VERT. (P/N: PP2S-
ATTACH HALO TO STANDOFF
NATURAL NYLON CABLE TIES.
p2 AWG GREEN STRANDED
COAX PORT
WERE FROM
I BAR TO
EXTERNAL GROUND BAR KR
MOUNTED OUTSIDE EQUIPMENT
ROOM. (SHOWN AWAY FROM
WALL FOR CLARITY.)
#2 AWG GROUND CONDUCTOR
ELTER GRC16WC RING
AMMal
NEXTEL COMMUNICATIONS
OF THE MID -ATLANTIC, INC.
60 HARTWELL AVENUE
LEXINGTON, MA 02421
PHONE: (617) 839-6000
FAX: (617) 839-5912 -
TSEGROUND BAR
A
AT ENTRY PORT FOR
COAX GROUNDING
GROUND METAL LOUVERS,
CONDUITS, M.
VERTICAL RESOURCES GRP.
420 Boston Tpke, suite 408
SPrewsbury, MA 01545
GROUND
rel. (508) 981 9590
HVAC UNITS TO IGR
Tax (508) 519 8939
GROUND CONDENSATE PUMPS
TO OR
vertic3lresources@charter.net
NEXTEL EQUIPMENT ROOM TYP. GROUNDING 7
SCALE: N.T.S. G-1
GRADE
MIN. OF 24" OR
BELOW MOST LINE
GROUND ROD COPPERWELD
5/8"OX10'—O" LONG
GROUND ROD 2
SCALE: N.T.S. G-1
A
STAINLESS STEEL
GROUNDIN(
STAR WASHER (ttPJ FLAT WASHER (TYP.)
rGROUND
2"x1 1/2" HEX BOLT
NUT (TYP) BAR
GROUNDING CABLE EXPOSED BARE COPPER TO BE
KEPT TO ABSOLUTE MINIMUM, NO
INSULATION ALLOWED WITHIN THE
SECTION 'AACOMPRESSION TERMINAL (TYP.)
NOTES:
1. INOUBUNG UP OR STACKING OF CONNECTIONS IS NOT PERMITTED
2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS.
TYP. MECHANICAL CONNECTION 6
SCALE: N.T.S. G_1
LAKE
SITE NUM3ER:
MA1918A
(SUBMITTALS
A 12/8/'05 IFOR REVIEW
PROFESSIDNAL STAMP
JANKE3 P.
MORE
No. 20'M
g
l
3'6 P
Z
DRAWN BF: G.A.M.
CHECKED BY: M.N.
SITE ADDRESS:
968 REED RD.
DARTMOUTH, MA
02747
SHEET III
GROUNDING
R
DETAILS I
SHEET NUMBER:
G-I