Plans 2301 Mayport Cell Towerk (vault) GENERAL NOTES: ELECTRICAL NOTES:
STRUCTURAL STEEL: ELECTRICAL LEGEND:
G-1 ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE'2004 FLORIDA E-1 ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/AL[L ELECTRICAL WORK
BUILDING CODE" AND SHALL MET OR EXCEED THE STRICTER OF APPLICABLE INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE� W/DRAWINGS AND S-1 DETAIL, FABRICATE, AND ERECT ALL STRUCTURAL STEEL IN
COUNTY CODES AND REGULATIONS� LATEST EDITIONS. CONTACT CONSI-RUCTION ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE PXWNTERED BY ACCORDANCE WITH AJSC'SPECIFICATION FOR DESIGN, FABRICATION GROUND ROD W/ACCESS
MANAGER FOR DETERMINATION PRIOR TO CONSTRUCTION. COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL N(pFY CONSTRUCTION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS-, LATEST GROUND ROD
MANAGER AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF*1E PROBLEMS, AND EDITION.
G-2 SEE SURVEY FOR LEGAL DESCRIPTIONS, GRADES AND OTHER SITE INFORMATION. CADWELD TYPE CONNECTION
SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THF�(CONSTRUCTION S-2 STRUCTURAL PIPE SHALL COMPLY WITH ASTM A53, TYPE E OR MECHANICAL CONNECTION
G-3 ANTENNAS� ANTENNA MOUNTS, PPC CABINET, CMO CABINET, SKID &COAXIAL MANAGER HAS DIRECTED THE CORRECTIVE AC11ONS TO BE TAK§N- S, GRADE B. FY= 35KSI. WIDE FLANGE SHAPES SHALL COMPLY —————— #2 AWG BCW GROUND
CABLE SHALL BE PROVIDED BY SPRINT. CONTRACTOR SHALL COORDINhTE -N
SCHEDULE OF DELIVERY TO AVOID DELAYS. 2 ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMLORIZE HIMSELF WITH ASTM A992, GRADE 50. ALL OTHER STRUCTURAL SHAPES _%
E- &PLATES SHALL COMPLY WITH ASTM A36. _EG— EMERGENCY GENERATOR -z'
WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND ATK N
G-4 DAMAGE TO ALL UTILITIES, LAND, DRIVEWAY AREAS AND PROPERTY OF OTHERS, INSTALLATION AND MAKE PROVISIONS AS TO THE COST ERE ATEXISTING UE— UNDERGROUND ELECTRIC
A S-3 WELDIING' ALL WELDING IS TO BE DONE BY PRE-OUALIFIED
DISTURBED BY CONSTRUCTION, SHALL BE RETURNED TO THE ORIGINAL CONDITIONS OF ELECTRICAL EQUP., LIGHT FIXTURES, ETC=TTHAARE PART OF THE I
'To WELDEIM HOLDING CURRENT CERTIFICATE FROM A RECOGNIZED _UT— UNDERGROUND TELEPHONE
CONDITION, AT COMPLETION OF WORK. FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR. TO THE '%--
SUBWTTING OF HIS BID. FAILURE TO COMPLY NTH THIS PARAI WILL IN NO TESTING LABORATORY. ALL WELDS ARE TO BE PER AWS D1.1, OE— OVERHEAD ELECTRIC
G-5 CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER AND TELEPHONE rY FOR A LATEST EDITION. ALL WELDS SHALL BE 3/16-MINIMUM FILLET
WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESS WELDS U.O.N. ELECTRODES SHALL BE E7O)OL _OT— OVERHEAD TELEPHONE
UTILITIES AND THE CONSTRUCTION MANAGER TO CONFIRM THE SOURCE OF COMPLETE AND WORKING SYSTEM.
SERVICE, PRIOR TO,INSTALLATION OF CONDUITS. E-3 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LAVEST EDITION S-4 ON SITE WELDING SHALL NOT BE ALLOWED 01M THAN THE —OE&T— OVERHEAD ELECTRIC& TELEPHONE >
G-6 CONTRACTOR SHALL INSTALL THE POWER AND TELEPHONE SERVICE OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF TW-AUTHORITY WELDING SHOWN ON THESE DRAWINGS AS FIELD WELDS. —UE&T— UNDERGROUND ELECTRIC&TELEMO�k
UNDERGROUND TO,EQUIPMENT, AS NOTED, PER ELECTRICAL PLAN. HAVING JURISDICTION, INCLUDING LOCAL POWER &TELEPHONE(ROMPANIES. E— ELECTRIC
G-7 ALL WORK SHALL BE DONE SATISFACTORILY IN A PROFESSIONAL WORKMANLIKE
MANNER, SUBJECT TO NSPEC71ON DURING THE CONSTRUCTION AND FINAL E-4 DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS 01)ELEVATIONS FOR S-5 ALL EXPOSED STEEL SHALL BE HOT-DIPPW GALVANIZED AFTER
—T— TELEPHONE
FABRICATION PER ASTM A153 OR A123.
APPROVAL BY THE CONSTRUCTION MANAGER. EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM W/SpRpfflCONSTRUCTION MANAGER. —EOU— EXISTING OVERHEAD UTILITIES
S-6 APPLY TWO COATS OF ZINC-RICH RUST-OLEUM #2185 PAINT TO
G-8 ANY SUBSTITUTIONS OF MATERIALS, EQUIPMENT OR ALTERATIONS FROM THE E-5 MINIMUM WIRE SIZE SHALL BE#12 AWG, NOT INCLUDING CONTRb'?L WIRING UNLESS —A— ALARM
ALL FIELD DRILLED HOLES AND CUTS. GLID-GUARD EPDXY#5465
PLANS AND/OR SPECIFICATIOn SHALL BE APPROVED BY THE CONSTRUCTION NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH TTWN INiZI.ATION. 4 COATING SHALL BE APPLIED TO ALL AREAS WHERE GALVANIZED
MANAGER. 1�1 SURFACES NEED TO BE RECONDITIONED, INCLUDING ALL WELD REPRESENTS DETAIL NUMBER z
E-6 OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, PST ALLOY WITH AREAS. THOROUGHLY CLEAN SURFACE PRIOR TO APPLICATION OF REPRESENTS DRAWING NUMBER
G-9 COLOR SELECTION SHALL BE MADE BY CONSTRUCTION MANAGER. THREADED HUBS IN WET/bAMP LOCATIONS AND SPECIAL ENCL60LM FOR OTHER &--
ANY CORROSION INHIBITING COMPOUND OR PRODUCTS. U) U)
CLASSIFIED AREAS.
G-10 CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AND BRING _j
DISCREPANCIES TO,THE ATTENTION OF CONSTRUCTION MANAGER. E-7 IT IS NOT THE INTENT OF THESE PLANS To SHOW my wof OcTAL OF THE ABBREVIATIONS
G-11 CONTRACTOR SHALL CONTACT SUMWACE UTILITY LOCATOR FOR EYJCT CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND IOTALL ALL ITEMS REINFORCED CONCRETE: ATS AUTOMATIC TRANSFER SWITCH
LOCATION OF EXISTING UTIU71M PRIOR TO,COMMENCEMENT OF CONSTRUCTION FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUNPIIENTS FOR R-I PREPARATION, TESTING, AND PLACING OF CONCRETE AND
THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. AWG AMERICAN WIRE GAUGE
ACTIVITIES CONTRACTOR SHALL VER0FY EXISTING UTILITY LOCATIONS BY TEST REINFORMAENT SHALL BE PER ACI-318, -BUILDING CODE BATT BATTERY
PIT, AS NECESSARY. EXACT LOCATION OF UTK.JTES SHOWN ON PLAN ARE E-8 ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED- REOUREMENTS FOR STRUCTURAL CONCRETE% LATEST EDITION.
APPROXIMATE&FOR PLANNING PURPOSES ONLY. AS REQUIRED BY SPECIFICATION% SET FORTH BY SPRINT. BCW BARE COPPER WIRE Z
w
G-12 CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES AND PROVIDE E-9 ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL LIWNTRACTOR IN A R-2 CONCRETE. ALL CONCRETE SHALL BE re- 4,000 PSI AT END OF BTS BASE TRANSMISSION STATION
PROTECTION DURING CONSTRUCTION. FIRST MASS, WORKMANLIKE MANNER. T14E COMPLETED SYSTEM OALL BE FULLY 28 DAYS AS DETERMINED BY ASIM C31 AND C39 AND SHALL BE C CONDUIT
NORMAL WEIGHT.
OPERATIVE AND SUBJECT TO APPROVAL BY CONSTRUCTION MA&GER. CONC CONCRETE
G-13 CONTRACTOR SHALL DOCUMENT THE"AS-BUILr LOCATIONS OF ALL BURIED R-3 FM REINFORCED CONCRETE SHALL COMPLY WITH ASTM A820 WITH !k
UTILITIES, INCLUDING POWER, GROUNDING,ETC.. CGB COAX GROUND BAR
E-10 ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID MINIMUM DOSAGE RATE OF BOLBS/YARD. CMO COMPACT METROCELL OUTDOOR
INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. w
G-14 CONTRACTOR SHALL SECURE ALL THE NECESSARY PERMITS FOR THIS PROJECT 0
FROM ALL APPLICABLE GOVERNMENT AGENCIES. CONTRACTOR SHALL BE E-11 CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WOW FREE FROM DEFEC1% R-4 REINFORCING BARS SHALL HAVE A MINIMUM YIELD STRENGTH OF DR DIGITAL RACK z
RESPONSIBLE FOR ABIDIING BY ALL THE COND11IONS AND REQUIREMENTS OF FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF Ar-CEPTANCE. Fy-60,000 PSI AND SHALL COMPLY WITH ASTM A615. GPS GLOBAL POSITIONING SYSTEM
THE PERMITS.
E-12 THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WTHOT ANY ADDITIONAL R-5 PROVIDE MIN. CONCRETE COVERAGE FOR REINFORCING STEEL OF Y. MTS MANUAL TRANSFER SWITCH
F5
G-15 CONTRACTOR SHALL PROTECT ALL SURVEY STATIONS WRING THE CHARGE AND SHALL INCLUDE THE REPLACEMENT OR THE REPAP OF ANY OTHER PHASE D.C. ON CENTER 05
CONSTRUCTION AND REESTABLISH DWURBED STATIONS. R-6 fWALLATION OF CONCRETE EXPANSION, WEDGE ANOMS& PPC POWER PROTECTION CABINET 33
OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THERIPI- ADHESIVE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN a
G-16 TOWER AND TOWER FOUNDATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. RGS RIGID GALVANIZED STEEL 0
E-13 REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AG#NST PUBLIC RECOMMENDED PROCEDURES. ANCHOR BOLT,DOWEL OR ROD, U-) I
G-17 CONTRACTOR SHALL VISIT PROJECT SITE TO VIEW ALL CONDITIONS PRh)R TO LIABILITY AND ANY/ALL PROPERTY DAMAGE FOR THE DURATIOW COF THE WORK- SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR RR RADIO RACK C5
a Cj (_)
SUBMITTING BID. ANY CHANGES DURING CONSTRUCTION DUE TO AN EXISTING EMBEDMT DEPTH, OR AS SHOWN ON DRAWNGS. TYP TYPICAL C-4 ><
CONDITION, VISUALLY ASCERTAINABLE. PRIOR TO SUBMITTING BID, CAM40T BE E-14 CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPEC AND C.>
THE BASIS FOR A CHANGE ORDER. TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED=TrALS PRIOR R-7 CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER PRIOR To < ce r-
Lj <
G-18 COAT ALL SURFACES W/NO-OX WHERE DISSIMILAR METALS CONTACT. TO THE WORK BEGINNING OR ORDERING EQUIPMENT. CONCRETE POUR. M
E-U
E-15 PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL wRES�BoAES, COVER PLATES r= < <
G-19 CONTRACTOR SHALL REMOVE ALL DEBRIS AND EMPTY COAX REELS FROM THE = = 64
AND DEVICES FOR ALL OUTLETS AS INDICATED. FOUNDATION NOTES:
SITE UPON COMPIDION OF THE PROJECT. C.)
E-16 MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMP00NTS THEREOF, F� F= 214 oz
F-I EXISTING VEGETATION AND ORGANIC MATERIALS SHALL BE REMOVED FROM THE c*4 " 0
SHALL BE NEW AND SHALL APPEAR ON THE LIST OF UL APPROVED ITEMS AND CONCRETE PAD AREA. FILL SITE TO DESGN ELEVATION W/CLEAN, SANDY SOIL X _J 0
DESIGN: SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMAk AND IECE. COMPACT UNDER CONCRETE PAD TO OBTAIN NOT LESS THAN 95%OF THE -cc
D-1 E-17 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR CUT SHEETS(9F ANY/ALL MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH
DESIGN IS IN ACCORDANCE NTH THE 200,4 FLORIDA BUILDING CODE. LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL IT06 FOR APPROVAL ASIM D1557.
BY THE CONSTRUCTION MANAGER. F-2 REGRADE AROUND PAD, AS REQUIRED, TO ALLOW MAXIMUM 4' OF PAD U)0
D-2 BTS CABINET LOADING PER SPNT STANDARD NORTEL(OUTDOOR THICKNESS, EXTENDING ABOVE FINISHED GRADE. PROVIDE FILL GRAVEL TO Lu co
CDNIA METRO CELL)CELL EQUIPMENT. MAXIMUM WEIGHT OF EACH E-18 CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHMG REQUIRED OF N
CMO CABINET= 3000 LBS. MAXIMUM WEIGHT OF PPC OF HIS WORK. ESTABLISH SPECIFIED ELEVATION, IF REQUIRED. 01
CABINET= 500 LBS. E-19 THE ELECTRICAL CONTRACTOR SHALL LABE ALL PANELS WITH PLY <
0 C�q
WEIGHT OF GENERATOR AND SUB-BASE FUEL TANK 140T TO EXCEED TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE TRX U)>o S
A TOTAL WET WEIGHT= 6,01DO LBS. RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. U)_j, . -
Co LL
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D-3 DESIGN LOAD& DUVAL COUNTY. FLORIDA E-20 DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, OAqK-MAKE AND <'on-W,
QUICK-BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE. L)_=�
A)120 MPH WIND SPEED. 3 SECOND-GUST. BUILDING CATEGORY 0, 2 z>
IMPORTANCE FACTOR 1.0, EXPOSURE CATEGORY C. E-21 THE TERM'PROAW USED IN CONSTRUCTION DOCUMENTS AND§PECIFICATIONS. <z
2:Wo
INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALLL DE V)
L)Co�e
B)ALL OTHER LOADS ARE PER ASCE 7-02 4770 W flu
C-4
E-22 CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY /ALL REQUIREMENTS F 1,_ <
L A
'i'!%
-8
DO
AW 648 H IRS V, 0
D-4 EQUIPMENT PAD-ON-GRADE DESIGN IS BASED ON MINIMUM SOIL SUCH AS THE- LUG SIZE RESTRICTIONS, CONDUIT ENTRY SIZE 0F TRANSFORMERS, B 0 OU Yo IG
BEARING CAPACITY OF 2000 PSF. SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION:ETC.. ANY/ALL CONFLICTS EF RE U D
SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION kMANAGER. PRIOR TO
D-5 DESIGN OF ANTENNAS, MOUNTS, EQUIPMENT CABINETS AND THEIR BEGINNING ANY WORK.
ATTACHMENTS ARE BY OTHERS. E-23 ALL CONNECTIONS SHALL BE MADE WITH THOMAS AND BETTS KWR-SHIELD (TM OF CAUTION:
LUBIE, INC.)OR BURNDY PENOTROX-E. COAT ALL WIRE SURFACO WORE CONTRACTOR SHALL EXERCISE CAUTION
CONNECTING. EXPOSED COPPER SURFACES. INCLUDING GROUND 6)ARS, SHALL BE DURING EXCAVATION, SO AS TO NOT DRAWNG
TREA70 - NO SUBSTITUTION& DISTURB ANY EXISTING UNDERGROUND N-1
UTILITIES OR GROUNDING SYSTEMS. OF
1ATE:
NOTE: HAND DIGGING MAY BE RE99MI NOVEMBER 28,2006
PROJECT NO.:
nr7P.A'l
PANEL BOARD:P-1 LOCATION:INSIDE MINI-PPC VOLTAGE: 120/24OV. 1?. 3W, GND 9
FED FROM: SEE 1/E-1 SINGLE-LINE DWG NO.: SHEET E-
NFMA TYPE: 1 M MAIN BREAKER RATING:Z00A=AMP BUS 0 PANEL BOAfA GNII- 'i
IM SURFACE MOUNT 0 LUGS ONLY RATING AMP NEUT FAULT PROTECTION
0 FLUSH MOUNT 0 TOP 0 BOTTOM 00 GROUND BUS00 OTHER
WIRE/ E
LOAD BKR CKT CKT BKR LOAD
EXISTING CONDUIT VONDW_
SIZE DESCRIPTION NO. NO. DESCRIPTION
BUILDING SIZE-
1 2
3#6
CMO#2
1 #6 GND CMO fl 40A 2P FUTURE
IN 2*C IN
EXISTING WATER 5 6 SPARE
TOWER 2#6 f SURGE PROT.
------------------------- C (TVSS) 60A 2P 3 f12 >
---------------------- - -------
r------ -------------- 7 8 15A IP STE LIGHT 1/2- C
WIDE NONEXCLUSINE UTILITY EASEMEN ------------------- --------- A I
3 f12 RECEP 15A ip 9
AND BOUNDS- 10 SPARE
--- ---------
INSTALLED
-------- --
7A IN
CONDUIT 3
TRENCH E-1 MppC 3 f12 $ANELILLL 10A 1P 11 12 SPARE
(2)Y CONDUITS 1D EXISTING I (INSTALLED) I I I I m
TRANSFORMER. COORDINATE EXACT L -------- BREAKER 2M AIC RATED 0 240 VOLTS
EXISTING CONNECTION LOCAAON WITH&A. TOTAL CONNECTED LOAD: lOkVA 42A i 5 m
TRANSFORMER EXISTING I z . -. :W
0 ;w m
F=BUWNG m
ELECTRICAL CONTRACTOR TO VERIFY AU BREAKER SIZES ARE CORRECT FOR ACTUAL EQUIPMENT co f m
INSTALLED PER EQUIPMENT MANUFACTURER'S SPECIFICATIONS. U) <
NEW UTILITY SERVICE ca
PEDESTAL(H-FRAME) PPC POWER DISTRIBUTION SCHEDULErgl*�
BY CONTRACTOR. SEE T 6
DETAILED / 5"\ 51
EXISTING UTILITY WIRING SEE
EBUWNG in
-------------------- --------
--------------
------------- ---------- --- .-j
EXISTING
-- ---------------------------
CONDUIT 3 0. z
(27) 2'-PVC CONDUITS TO TELCO RISER 15' WIDE NONEXCLUSIVE ACCESS&UTILITY EASEMENT TRENCH E-1
SEE
IN RIGHT-OF-WAY. COORDINATE EXACT SURVEY FOR METES AND BOUNDS
STUBUP LOCATION WITH BELLSWTH.
ej CM0
q
UTILITY PLAN C" U z
SCALE: 22"x34" SHEET 1/8' - f-O' 3: m C-4 R
SCALE: ll*xl7' SHEET 1/16' = 1'-0'
E---
NEW SPRINT 200A, SITE LIOT- I F T- -1 CM0 m 2>:
120/24OV, I? SERVICE 1 #2
METER &MAIN CIRCUIT A--- <0
BREAKER. (65K AIC Ej- M C-4
T. u ("
GPS r= 04 0z
'SPRIN :r 04
MIN.). LABEL . �'/ s (2) flZ #12(PD, c*4
NEW NEMA TELCO v IN 1/2" CONOOT TELCO(ANIXTER N002524WAC-MC/R _j 9
CABINET ON MAIN ELEC. Vft-
SERVICE OR NOO2524YAB)&ALARM CABLING c
NEW H-FRAME BODA. 120/24OV, 1? LIGHT T11MER ELEC. TELE. IN 1-1/4' CONDUIT
NEW TELCO
TRENCH CE TO MATOi EXISTING MINI-PPC CABINET 5 V)
NEW TELCO CELLPAK GPS CABLING NEW U)Ln
w",c"
ON NEW H-FRAME IN 3/4-CONDUIT CELLP
COMPACTED SELECT ROCK-FREE BAiCKFILL w
F-1
SUITABLE ON-SITE MATERIAL)OR SAND m
------ OR PEA GRAVEL DEPENDING ON WE 0 6�8 1 .2
CONDITIONS. BACKFILL IN MAX. 12*LIFTS.
TO EXISTING
TRANSFORMER ?250' —UE ___UE
05's
SEE FOUNDATION NOTES. A,-A CmO LL
10 UTILITY WARNING TAPE _UT—UT- UT—UT� T W,Ld
I I -- T 0-i
UT—ur— UT—UT�UT NEW METER &
UNDISTURBED SOIL UE >
2zz
ELEC, (2)SETS DISCONNECT <
FEXIS rNGTELCO, I I (no
]TELEPHONE CONDUITS 3' C, EA SET 2: U)
MIN. SIDE CLEAR, TYP. (2)2-C ELEC, (3)#3/0&1 #6 GND 0
w
CN
�l AClIVE, 1 SPARE 3-500 kcml -J IN 2'CONDUIT ELEC, (3)#6& (1) #6 GND <
M REQUIRED) 4-4' MIN. SEPERATION BETWEEN CONDUITS, TYP. -TELCO, (2)2- CONDUIT. IN 2* CONDUIT I t 0
POWER CONDUIT -TELCO, (2) 2- C TO
NEW PUUJ30X
APPROX 275! DISTRIBUTION RISEF� DIAGRAM
CONDUIT TRENCH DETAIL (-3
SCALE: NOT TO SCALE A SCALE: NOT TO SCALE J- — - -— - - — - - — - -
NOTE:
NOTES: 1. ALARM AND TELENONE CONDUITS SHALL HAVE PULLWIRE END TO END.
y UTUfY COMPANIES. DRAMNG
1. SEE DISTRIBUTION RISER DIAGRAM FOR REQUIRED TELCO&POWER 2 INSTALL HAND HOLES AS REQUIRED 8 E-1
QUANTITIES&CONDUIT SIZES. 3. ALL ELECTRICAL CONDUIT ABOVE GRADE SHAJ�L BE RIGID GALVANIZED STEEL(RGS)OR M-FLEX.
2. PULL BOXES INSTALLED PER LOCAL UTILITY REQUIREMENTS. BELOW GRADE, TRANSITION ELECTRICAL CoNqMT TO SCHEDULE 80 PVC OR M-FLEX AM OF
3. SEPERA71ON DIMENSION BETWEEN CONDUITS TO BE VERIFIED WITH SWEEPS, TELCO CONDUIT SHALL BE SCHEDULE�80 PVC(CPVC ABOVE GROUND)OR M-FLEX. LOCAL UTILITY PLAN r5 �(a DATE:
LOCAL U7RJTY COMPANY REQUIREMENTS. 4. POWER, TELCO, GROUNDING WIRE&Gps CABL4MG SHALL ENTER THROUGH PORTS ON BOTTOM SCALE- 22'x34* SHEET 1/2* 1*-0* NOVEMBER 28,20D6
OF CMO CABINET. ROUTE 1ELCO CMUNG BEAPD POWER PUNCH DOW TO U"ER ROT WE SCALE: ll*xl7' SHEET 1/4* l'-O" PROJECT NO.:
L OF CMO CABINET WITH 3'-0* SLACK. 067843
TO ANTENNAS
COMPRESSION LUG WASHERS&
TO AN 0 BOLTS, NEWTON INSTRUMENT CO,
0
OR APPROVED EQUAL (TYP.)
1�1
3 GROUND BAR
0
0 0 0 0 0 0 0 0 0
-3 DETAIL 0 0 4 2X
0 0 0 0 0 0 0 0 0 0 Typ.
0 0 0 0 0 0 0 0 0 0 0 5 2X
COMPRESSION LUG WASHERS&
0 j 0
0
0 0 0
0
_t
0 BOLTS, NEWTON INSTRUMENT CO, 3/4' ot 0 6
OR APPROVED EQUAL (TYP.) EO 7/16-0 0 0
TYP. 0 0 2' T
0 0 0 3 GROUND BAR JUMPER(1) 4/0 A#G COPPER 0) —
(b 0 0 0 0 0 0 E-3 DETAIL CONDUCTOR WITH GPEEN THWN 3 2X 0 0
0 0 0 0 0 0 0 0 0 T
INSULATION To TO#fR 7STEELL- 0
-A.
SEE tNOTE I W
C) #2 AWG TINNED, BARE WPM WIRE 9
CONDUCTOR IN 1/2-0 PVC CONDUIT(TYP.). ANTENNA GROUND OAR —
d
z
TOP OF CONDUIT SHALL BE SEALED WITH SCALE: NOT TO SCALE 2 2X
SILICONE CAULK m
TO BURIED GROUND RING-
0
EXTERIOR GROUND BAR DETAIL r3 M
SCALE: NOT TO SCALE m
EXTERIOR GROUND BAR ri \ \t3l/ i . cl)
COO CABINET 6 U) <
SCALE: NOT TO SCALE LEGEND:
\t3l/ 03/4- FLEX SEAL-TITE CONDUIT
NTH 90"CONNECTOR TO A SOLID ELECTRICAL GRADE COPPER GROUND BAR, ex20*01e, NEWTON INSTRUMENT
NOTES: BOTTOM OF CABINET ENTER 4* G) COMPANY OR APPROVED EQUAL. HOLE CENTERS TO MATCH NEMIA DOUBLE LUG CONFIGURATION.
1. ALL HARDWARE 18-8 STAINLESS STEEL, COAT ALL SURFACES WITH T&B 12'BEND RADIUS INSULATORS, NEWTON INSTRUMENT COMPANY, OR APPROVED EQUAL IF REQUIRED.
KOPR-SHELD BEFORE MATING. MINIMUM ON ALL BENDS
5/8-LOCKWASHERS, NEWTON INSTRUMENT COMPANY, OR APPROVED EQUAL
2. FOR GROUND, BOND TO STEEL ONLY, INSERT A DRAGON-7007HED
WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH WALL MOUNTING BRACI(EL NEWTON INSTRUMENT COMPANY, OR APPROVED EQUAL 5
T&B KOPR-SHIELD.
-GRADE 5/8-0.1-HHCS BOLTS. NEWTON INSTRUMENT COMPANY, OR APPROVED EQUAL
12' MIN
x
CONCRETE QL
RXJTX RX
#2 AWG TINNED BARE, COppEjF WIRE; EQUIPMENT PAD z
TO BURIED GROUND RING(rTf)
MTENNA TYPE:- TYPICAL
3
<
7/16' DIN FEMALE CONNECTION(ANTENNA) GROUNDING PENETR ION SLEEVE r4
ANTENNA SCALE: NOT TO SCALE ul
GROUND BAR 7/16' DIN MALE CABLE CONNEC71ON NOTE: z
HELIAX CABLE rr
GWUND BAR 1. GROUND ORES SHALL BE GREEN INSULATED IRGDE CABINET- w
,�WID-ANTENNA HEIGHT) :':::�DIN TYPE MALE CONNECTION pq
LLJ 0
IVMTICAL RUN I DIN TYPE FEMALE CONNECTION m -5 -
EUMS 200' — X
L u '< �j
OFISTY BOX W/PLASTIC CONNECTION OF COAX Z FEE <
TOWER EXIT TgT WELL COVER 041
C-4 TO GROUND BAR EXISTING STEEL Z
GROUND BAR FINISHED GRADE (TYP. 6 PLACES) WATER 70WER LEG F� 04 z
FINISHED GRADE C-4 0
EXTERIOR GROUND BAR
�w (BOTTOM OF TOWER)
GROUND BAR NIIIELTER WAVEGUIDE BOLTED LUG:Al
PORT).
IF HORIZ%NTAL RUN EXCEEDS I
SOLID
20!-D'INSTALL 4AORE AS REQUIRED DIN TYPE FEMALE CONNECTION #2 AWG DOOM < w c1l
COPPER W F-Ml
LLJ
0 r PVC FWE
x,
BY OTHE�!S EDIN TYPE MALE CONNECTION IN PVC C-4 BOND CONDUCTOR ANTENNA COAX CABLES
1'x4*SLOf� 0 N§
I TO GROUND BAR (TO BTS EQUIPMENT)
ANTENNA CABLE COVEf ASS!Y EXIT PIPE TYP.))
USING 2-HOLE LUG
#2 AWG BARE, COPPER c)
<
HELIAX CABLE WIRE GROUND RING #2 AWG BAWE, COPPER LIJA 0
CONDUCTOR (TYP.) ORE GRDUW.KINU ROUTE TD BURIED GROUND RING. _J 4j . .
17 U),
_.ER_lMAR)L FLADII0 CABINET CADWELD TYPE GT CONDUCTOW (TYP.) 7HERWOWELD CONNECTION TO <
GROUND RING. ROUTE SHALL BE AS
SECTOR-TYPICAL CONNECTION (TYP.) CADWELD TWE GT
1c. DIRECT AS POSSIBLE WITH A MINIMUM z
DRIVEN, COPPER CONNECTIOW (TYP-) NUMBER OF BENDS. (TYP. 2 PLACES) TA 9!
C> ()(D'
CLAD GROUND ROD 00 DRIVEN, COPPER .1 TOWER FOUNDATION LLJ
05/1'x 11-0'LONG CLAD GROUIOP ROE) co
MTENNA COAX CABLE GROUNDING r5 05/e x 81_�f LONG
SCALE: NOT TO SCALE FINISHED_pRADfL
�[QTES:
I. WEN EXISTING NEXTEL GROUND BARS ARE UNUSABLE DUE TO DAMAGE, TYPICAL GROUND ROD '--"', INSPECTION SLEEVE r7
(ZORROSION OR ARE AT CAPACITY INSTALL NEW GROUND BAR AS REQUIRED BY SCALE:- NOT TO SCALE SCALE: NOT TO SCALE
TNE SPRINT*NRELESS SITES CELL SITE GROUNDING SPECIFICATION*. \t,3,/ DRAWNG
7- "OVIDE INSULATORS AT CONNECTION POINTS OF GROUND BARS TO BALLAST NOTE: TOWER EXIT GROUND BAR ri`�\ E-3
F�RAMES. TIE GROUND BARS TOGETHER WITH 12 AWG COPPER CONDUCTOR. SCALE. NOT TO SCALE .1 cf, 8
GROUND RODS SHALL BE STEEL WITH PURE COPPER acn�r- USE STAINLESS STEEL HARDWARE, WHERE APPLICABLE. DAIL' —
SPACING SHALL BE 10'-0- BETWEEN RODS (NONLINEAR). I NOVEMBt!b 28,2006
1 PROJECT N04-
1067843
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SITE # FL2292-A (J473XCO54-A)
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"ATLANTIC BEACH'
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2301 MAYPORT RD. 00
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ATLANTIC BEACH�, FL 32233
CO-LOCATE ON EXISTING 123' WATER TOWER 6
PROPERTY OWNER DEVELOPER A&E FIRM TELEPHONE COMPANY POWER COMPANY
Low
CITY OF ATLAN71C BEACH TECHNICAL ASSOCIATES BELLSOUTH JEA
a5l TRAFALGAR CT., 300 E 12276 SAN JOSE BLVD. SUITE 425 9209 HAYDEN ROAD 6674 COMMONWEALTH AVE. A,
MIKE FIELDS MAITLAND, FL 32751 JACKSONVILLE, FLORIDA 32223 JACKSONVILLE, FIL 32218 JACI(SONMLLE, FLORIDA 32254
PHONE: 904-247-5a3O PHONE: 407-&38-5078 PHONE: 904-696-0779 PHONE. 9D4-757-a552 PHONE. 904-665-5685
CELL- 904-579-7410 FAX: 407-838-50DI FAX: 904-696-0638 FAX: 904-665-7614
CELL- 321-228-4969 CELL- 904-237-7980 KEVIN FITZGERALD 6
SHELDON FLOWERS E-MAIL- keWn.fitzgerald0bellsouth.com MARK RESOS
CELL 904-588-45D4 CHRIS MCGEE JOHN G. HOWARD E-MAIL- resom0jea.com
EMAIL- Chris.McGeeftprkitcom EMAIL- jhoward0technicalassociales.com
TIM TOWNSEND 904-247-W39 E-U
W
DRAWING INDEX TOVIER DATA (NAD 83) PROJECT DESCRIPTION VICINITY MAP =m 8 -.5
G-1 OVER SHEET TOWER: EXISTING WATER TOWER PROVIDLE�A NEW UNMANNED EQUIPMENT CABINET OR A PC WIRELESS r= 'W 1111c
BASE S*TION TO INCLUDE- DR m
N-1 WTES LATITUDE. 30'2V 58.293* NORTH 1. INSTAJ�L ANTENNAS. COAX CABLES ON AN EXISTING WATER TOWER; -.0
LONGIIUDE. 81*24! 42 lB2* WEST 2. NEW LEQUIPMENT CABINETS;
S-1 VE PLAN &DETAILS 3. N
S-2 ft- UIPMENT DETAILS EW4QUIPMENT PAD/FRAME FOR EQUIPMENT CAB14M
4. NEW LELECTRICAL SERVICE,
SIT[-- INFORMATION 5. NEW frELEPHONE SERVICE.
T-1 TQ)WER ELEVATION &DETAILS SITE ADDRESS- 2301 MAYPORT ROAD 4NIPICAP REQUIREMENTS W,-uhn
1,-uj,- �9
E-1 UjnuTIES PERmrMNG JURMCTION: CITY OF ATLANTIC BEACH FAI OUN ANNED AND 140T FOR HUMM HABITATION; HANDICAP
M
C U M T ATLANTIC OCEAN
E-2 %ROUNDING PLAN &NOTES COUNIY: DUVAL COUNTY A CES,-� IRE EN- ARE NOT REQUIRED. 0 -cl I
E-3 aOUNDING DETAILS IpL,�,OBING REQUIREMENTS SUBJECT c'n C>l 60,
.J�
< U.
%URVEY ATTACHED - I DRAWING(S) FACILITY(,HAS NO SANITARY OR POTABLE WATER. PARCEL W.�4-
<0, S
2-5;
SITF- HAZARD INFORMATION FLOOD HAZARD AREA NOTE Z771
THIS FACILITY DOES NOT POSE A RISK OF EXPLOSION, FIRE OR OTHER
DAMAGE DUE TO PROXIMITY TO VOLATILE, FLAMMABLE OR EXPLOSIVE THE PROptERTY SHOWN HEREON LIES ON COMMUNITY-PANEL NO. 1200075 0 L)
MATERIALS, 0001D, WED APRIL 17, 1989, APPEARS TO BE IN ZONE*X* (AREAS
DETERMINI§D TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. c ATLANTIC BLVD
I I k
U) AppROVED DIRECTIONS TO SITE
&RY OF ATLANTIC BEAC FROM JACKSONVILLE SPRINT OFFICE, GO NORTH ON PHILIPS HWY US-1N. TURN
BUILDING OFFICE RIGHT ONTO BAYMEADOWS RD FL-152 E. TURN LEFT ONTO FL-115 N /SOUTHSIDE DRAVANG
BLVD. MERGE ONTO FL-202 E J TURNER BUTLER BLVD TOWARD UNIV OF NORTH
RA TAKE THE HODGES BLVD EXIT. TURN LEFT ONTO HODGES BLVD. TURN RIGHT G-�
fEB 2 W007 ONTO ATLANTIC BLVD /FL-10 E. MERGE ONTO MAYPORT RD /FL-AlA N. END AT OF .8
2301 MAYPORT RD ATLANTIC BEACH, FL 32233. TOTAL EST. DISTANCE: 19.95 MILES.
NOVEMBER 2006
PROJECT NO.:
067843
...........
SPRINT LEASE
PARCEL
EXISTING EXISTING
�J=
FUTURE
E JSTING
y I
TRANSFORMER B�UILDING -t
-4---4- 1
0 GENERATOR
EXIST14NG
BUILDING
m
--------------
L ...... .........
-X x z
r2
L _X_
NEW ANTENNA ON GENERAL LOCATION OF EXPANDED c��ITE PLAN
4 EXISTING(2)2-CONDUITS SCALE:- 22' x 34* SHEET I" -.= zuu-u 4V,
CATWALK HANDRAIL
S-2 WILL PULLSTRINGS SCALE:- 11'07- SHEET I- 11OV-0.
(ABANDONED)
q FUTURE
Ld CM0 W� 19
#2
at 0
BIAS-T ENCLOSURE m
PROVIDED BY SPRINT 0 _j
INSTALLED BY co
0
CONTRACTOR.
qj i�
f , 0 cf)
In
ROUTE COAX ON INSIDE 41t CM0
FACE OF CATWALK #1
HANDRAIL ATTACH WITH 2
UNISTRUT 0 MAX 4' D.C. 20- 0 WE
r3
CONDUIT SUPPORT z
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4'-8' 3,-10" r.
_pt
EXISTING MN-PPC
WATER TANK_\ FUTURE CL
z
-----------= ATS
S-1
C',
z
rp,
--------------------------------- - P-LUTURE
5 DE N NE SIVE 'ASEMENT *NSET
0 XCLU UTILITY I
L
SEE SURVEY FOR M7 AND B)UNDS I
FUTURE
............. ....--------------
CMO #2
u I
----------
GPS ANTENNA cc-3 za
L--------------- 1 9.
2'-9- 6'-0' r
I—CM 10
---------------------- #1 EQUIPMENT PLAN Z F-- Lu
S-6- m M C,,,
C SCALE: 22'x34" SHEET I/r 1'-0` < Ru 0)
NEW TELCO DEMAR z
SCALE. ll'xl7*SHEET 1/4' f-0" F=! = 04 0
/-MINI-PPC c",F= C4
BY CONTRACTOR �—NEW SPRINT _j 0
ROM
NEW CELL P ll'-6*X 20' 1. USE EXISTING PAD FRAME AND REBAR THAT IS ON-SITE. REMOVE EXISTING
AK
BY BELLSOUT�j EN, -C
EQUIPMENT PAD. WEEDS/GRASS BY HAND(NO WEED KUM IS ALLOWED)AND LEVEL AS NEEDED LLJ
I
NEW UTILITY 1 1 c MOUNT COMPACT METROCELL OUTDOOR TO SKID WITH MOUNTING
RD - U)
H-FRAME--__I� KITS PROVIDED WITH CABINETS. ALL REQUIRED HARDWARE AND w c1l M
INSTALLATION INSTRUCTION PROVIDED NTH KITS. P U,cc",
MOUNT COMPACT METROICELL OUTDOOR SKID <P",
WITH (5) 01/2- HILTI KWIK DOLT[I. 55<
NEW BOOA 4-GANG MINIMUM 3.5* EMBEDMENT. 0 f 2 A
METER &DISCONNECT ISOLATION PAD
NT Of%30'LEASE' CMO CABINET 1>1 ow
pARCE] In
_ Sg SURVEY co j-, -
FOR METE§.&BOUNDS. l'-6*MIN. < LL 0
_j W,La
HIGH SKID PROVIDED BY SPRINT CHAMFER ON ALL <0 6
3/4- L)_=� !E
INSTALLED BY CONTRACTOR. EXPOSED EDGES 2z>
<z
COO
GRAVEL
w
cli
---------------------- V- o
-- -----------
GRADE
t-z FIBERGLASS REINFORCED
CONCRETE SLAB WITH LIGHT
BROOM FNISH(4000 PS TIES 0
15'WIDE ACCESS&UTILITY EASEMENT COMPRESSIVE STRENGTH). 2'-0-O.C.
SEE SURVEY FOR METES AND BOUNDS
COMPACTED SON. BIAS-T
.\ / (2)#4 REBAR (T&B), UWAVIING
SITE PLAN EXISTING SEE FOUNDATION NOTES. PROVIDED T C 4- 8/ S-1
N FENCE INSTALLED Y A TER CONTINUOUS
SCALE:- ll*xl'r SHET 3/32* 1-0 .1 OF
EQUIPMENT PAD 1��2 "fAlt:
SCALE. 22" x 34" SHEET T/l 6- ir.O__e
SCALF_ 22"x34* SHEET 1* = 1'-0" _�bVEIVIBER 28,2006
SCALE:- ll*xl7' SHEET Ilf - l'-O* p T NO.:
U%7843
MOUNTIN CAP
PLATE
SITE LIGHT
NOTE 7
PIPE CLAMP SUPPORT POST, SABRE BRIDGE SUIPPORT BRACKET
CENTERLINE OF LIGHT P/N: C2D-140-012; OR EQUAL
03* SCHEDULE 40
GALVANIZED PIPE (ALL HARDWARE INCLUDED WITH KIT) 77 77
7 N
NOTE 1 ATTACH CONDUIT WITIr
LIGHT CONDUIT FROM PPC, 01/2' 6* MAX
SCH 10 GALV. PIPE WITH WATER CLAMP 0 EACH UNISTIRff
1/4- ALUMINUM 2'-0"
TIGHT CONNECTORS. DIAMOND PLATE COVER
I 7q
A� #2 AWG BCW IN
GPS ANTENNA L
PROTECTIVE
03/4' SO4EDULE 40 b SABRE GRIP STRUT CHANNEL
NOTE 3 -I 1 1 2'-0- P/N: C20-137-002; OR EQUAL FLEX CONDUIT
GALVANIZED PIPE UNISTRUT PIPE CLAMPS; FASTEN UNISTRU .. .. . X� ::. 45.
T WITH GALV. GRIP-STRUT TING
SECURE GALV. PIPE TO fMINIMUM 03/e BOLT (ORDER MOUNTING&CONNEC
PIPE CAP I HARDWARE SEPARATELY) TO BGR
TYP UNISTRUT(2 PLACES) (2 PLACES) F_ ft SABRE UNIVERSAL Z-BRACKET 1/4-HLTI KWIK-CON 0 GALV. W/ >
KITS, OR EQUAL
TRAPEZE 1/4-HILTI KWIK-CON 11 GALV. I 51T x 1 5/8* RUBBER WASHERS, MIN I-
MIN f EMBEDMENT, TYP (2) GALY STEEL UNISTRUT EMBEDMENT, Typ(4) PLACES
UNISTRUT PIPE CLAMPS, ;E PLACES PER UNISTRUT 24" O.C. MAX.
NEW COAX TYP.
(2 RAk%Es) -7 LIGHT TIMER;
SECURFE PIPE TO UNISTRUT =l 17'
FASTEN TO CONDUIT SUPPORT
UNISTRUT
SUPPORT POST; SCALE 22"XW SHEET 1" = l'-O' \,t2� z
03' SCHEDULE 40 1
SCALE. ll"XI7" SHEET 1/2" 1*-0*
GALVANIZED PIPE BACKSIDE OF
(2 PLACES)
FUTURE ATS co U)
ELEC CABINET m
TELE CABINET w
(BACKSIDE) (BACKSIDE) FINISH GRA
GROUND
CLAMP �-PIPE
CLAMP
1�_GROUND
CLAMP 10 SQUARE"D'METER PACK. CONTRACTOR
1 5/r y<1 5/r MIN. 2e
SHALL VERIFY WITH LOCAL UTILITY CO.
16 GA. U)NISTUT W/03/8- cNOTE 5, AVAILABLE FAULT CURRENT AND SHALL .5
GALVANIaED U-BOLTS SIZE METER PACK NTH THE CORRECT 3:
(TYP) -------- ----------- AMP INTERRUPTING CAPACITY.-\ 6,_
6'-0
GPS COM CABLE IN Ole'CONCRETE ENCASEMENT (HELD VERIFY) (FIELD VERIFY)
3/4' LIQWID-TIGHT FLEXIBLE PIPE CAP
CONDUIT, TIE INTO 1 1/4-M_
TYP
FLEX COKOUIT TO CMO CABINET ICEBRIDGE SUp RT POST r2 SUPPORT POST;
/-NOTE 5 SCALE: 22"x34'SHEET 1*= l'-O" 03* SCHEDULE 40
GALVANIZED PIPE
CQ*nETE PAD SCALE. ll'xl7* SHEET 1/2' - 1'-0* (2 PLACES) 200A.
NOTES:
I. SUPPORT POSTS SHALL BE SPAffiD 0 8!-0' ON CENTER MAX- cn
LMSH GRADE
2. QUANTITIES ARE PER LOCATION, IVOT TOTALS. z
><
TELOD
CELLPAK
NOTE 3 Ld C2
TELEPHONE m
CABINET 2�
WATER T[IGHT E-
CONDUl BODY� r2QDXl
Im Z uccj
1 5/8*x 1 5/r MIN. NOTE I
UGH
CONNECT THRO 6 GA. UNISTUT W/03/8- :z M eq
& cj
BACK OF PPC. GALVANIZED U-BOLTS
z
CF> (TYP)
500—A C'4
j
012" NWRETE ENCASEM *6
TW—BOTHSDES
ENT
INCOMING 2'CONDUI
PULL WIRES PROVIDED AND
INSTALLED BY CONTRACTOR En I
MINI PPC DETAIL,/
1
SCALE: 22x34'SHEET I*= 1'-0` \11;]2) FINISH GRADE
SCALE. ll*xl7* SHEET I/f = l'-D* a,
iz
ULT
c. I I M LL
OTFF 0
5'-0 lui
3on
I. M#At-PPC IS SHIPPED IN TWO(2)SECTIONS THAT SHALL BE 6. SURGE PROTECTION IN TELEPHONE CHAMBER IS REQUIRED ON ALL CLEAR
Z
0
B(kTED TOGETHER AT JOBSITE COMBINED WEIGHT IS SITES WITH EXTERNA.ALARM POINT MONITORING. NORTHERN TECH., > iq
APPOROXIMATELY 500 LBS. MINI-PPC UNIT PROVIDED BY 0*0 INC. DLP-43 DATA LINE PROTECTOR SHALL BE USED. T Z;
I.-
&INSTALLED BY CONTRACTOR. C=,C.)
5 Te
012"CONCRETE ENCASEMENT P�mo
7. SITE LIGHT nxTuRE SHALL BE NEW LITHONIA MODEL I. I I §C> FS
2. CONTRACTOR MAY NEED TO MODIFY KNOCKOUT HOLES IN TQM20LPIM12 500 WATr QUARTZ, 120 VOLT, OR APPROVED TYF .9 - u 0
M*-PPC TO ACCOMMODATE REQUIRED CONDUIT SIZES. EQUIVALENT. PROVID-.W MANUAL SWITCH WITH LIGHT SENSOR & 14 c"
ON/OFF TIMER. MOU14T LIGHT HORIZONTAL TO A WEATHERPROOF CL
3- GP%UNIT AND COAX CABLES PROVIDED BY SPRINT AND INDUSTRIAL GRADE-IJALLEABLE IRON, 1/2- TREADED LL CONDUIT UTILITY SERVICE H-FRAME C-4 CL
INRYALLED BY CONTRACTOR BODY WITH COVER, ATTACHED TO WE ADJUST LIGHT DOWN TILT SCALL- 227x3,C SHEET 3/4'= f-v 1,�2
4- PO*ER ALARM &TELCO CONDUITS&FITTINGS SHALL BE TO ILLUMINATE EQUIPMENT PAD ONLY. (BY CONTRACTOR.) NOTES: SCALE: ll*xl7* SHEET 31r- 1'-0*
WARER'TIGHT. B. ALL ELECTRICAL CONDUIT ABOVE GRADE SHALL BE RIGID 1. TELEPHONE DEMARCATION CABINET SHALL BE SUPPLIED BY CONTRACTOR.
DRAWNG
5- GRftND LEAD FOR GPS&LIGHT IN 03/4! PVC REM TO GALVANIZED STEEL(IIGS). BELOW GRADE, TRANSITION ELECTRICAL SPECIFICATIONS- NEMA 3R, 36- HIGH X 24- WIDE X 8-DEEP MINIMUM.
2'-_�D* ABOVE EQUIPMENT PAD. (SEAL ENDS NTH arm CONDUIT TO PVC OR M-FLEX AFTER SWEEPS. CABINET SHALL BE SUPPLIED WITH A 3/4- PLYWOOD BACK, 66 CONNEC71ON BIX BLOCK&GROUND BAR. t-2
TELCO CONDUIT SHAII BE PVC(CPVC ABOVE GROUND)OR I UTRJTY METER AND MAIN DISCONNECT SHALL BE SUPPUED BY CONTRACTOR,PER LOCAL U71UTY REQUIRERMENTS. �OF L
S115CONE). M-FLEX. I TELCO CELLPAK SHALL BE PROVIDED BY TELEPHONE COMPANY WHEN REQUIRED. DATE
4. ALL COMPONENTS SHALL BE U.L LISTED. NOVE ER 28,2006
5. ALL BOXES AND EQUIPMENT SHALL BE WEATHERTIGHT AND RATED FOR EXTERIOR EXPOSURE.
6. ALL EXPOSED CONDU17S SHALL BE RIGID GALVANIZED STEEL. 067843i
CDIVIA ANTENNA & CABLING SCHEDULE SPRINT CDMA F5
' CABLE ANTENNA WITH
COAX DOWN-TILT
ANTENNA ANTENNA TYPE DOWN-XT COLOR CODE REMARKS
SECTOR ANTENNA DOWN-TILT MECHANISM,
NO. DECIBEL MECH./ELEC. AETER TYPE MOUNT TYP.
�GTHD (PROVIDED BY SPRINT) SET AS
DB932DG65E-M 10'ALPHA 0*/0 160' 1-5/8-0 AVA BROWN NEW ALPHA COAX CABLE 1 SHOWN IN SCHEDULE W/TaaANCE
AI,tREWS WATER TANK OF PLUS 0', MINUS 1/2'. VG?IFY
160' i-s/8-0 AVA WHITE NEW ALPHA COAX CABLE 2 HA"DRAIL ANTENNA W/DIGITAL LEVEL
7
W&UNT KIT(PN
DB932DG65E-M 110'BETA 0 l7w_
16C 1-!,/8'0 AVA BROWN, BROWN NEW BETA COAX CABLE 1 WTE-HRM2-72)OR EQUAL- MOUNTING
gy,
160' 1_!�/8-0 AVA WHITE, WHITE NEW BETA COAX CABLE 2 PIPE
DB932DG65E-M 210'GAMMA 0 160' 1-!./8-0 AVA BROW, BROWN, BROWN NEW GAMMA COAX CABLE 1 g
160' 1_5 0 AVA WHITE, WHITE, WHITE NEW GAMMA DIRECTIONAL RADIO
/8 COAX CABLE 2
44NTENNA PROVIDED
PRIMARY GLOBAL POSITION1 I BY SPRINT
SYSTEM (GPS) MTENNA YELLOW TO BE SUPPLIED BY SPRINT
-0'
L 25' 1,;2 4
Ril I
NOTE: NOTE�:
ANTENNA MOUNT DETAIL r4-\
UTS DATA SHEETS MUST BE CONFIRMED By THE RF COAX SHALL BE ORDERED **IITE*. ALL COAX& ANT
ENGINEER AND HANDED TO THE GIENERAL I HARDWARE ATTACED TO TOWER SHALL BE PAINTED I NOT TO SCALE
l(tONTRACTOR AT THE PRE-CONSTRUCTM S17E WALK] TO MATCH TOWER. COORDINATE WITH CITY. X, 1/2* COAX JUMPER
TO MAIN LINE COAX
ANTENNA/COAXIAL CABLE GENERAL NOTES:
I- CODIN L WITH IN 7ING CA
- VERIFY EACH COAXIAL CABLE LENGTH, DIAMETIER, ROUTING.COLOR G AND AL APPURTENANCES SPR T. EXI§TING CATWALK
2.. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER HAS BEEN ESTIMATED. THIS CABLE
123' TOP OF WATER TOVO EXISTING
LENGTH IS APPROXIMATE, AND IS NOT TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUAL MTIENNA CABLE HANDf*IL ANTENNA MOUNT r6-,\
" LENGTH AND MUST BE VERIFIED. CoA)aAL CABLE SHALL BE PROVIDED BY 22-
LENGTH(S)MAY VARY FROM ESTIMATED MAO WATER TANK (1)
�,3e �SHEET I'= 1'-0* 2
SPRINT. SCALE ll'xl7' §HEET 1/2' [ANTENNA SUPPOR < s
MI UTILIZE GROUND K17S. GRMM AS FOLLOWS. SHALL BE ERECTM,:JD
A. TOP OF TOWER(ANTENNA LEVEL).ONE END MECH. CONNECTED TO GROUND BAR. VERTIrAl PLUMB
B. MIDDLE OF TOWER(MIO-HEIGHT OF ANTENNA),IF CABLE RUN IS OVER 2W-O", I. PAINT ALL WOUNTS AND ANTENNAS TO MATCH THE WAIIER ANTENAS 1 6 2
ONE END MECH. CONNECTED To GROUND BAP_ TAW. C%f�LY WITH MANUFACTURER'S COATING REQUIREMENT& SUPPORTS T-1 T_j
C. BOTTOM OF TOYER, ONE END MECHANICALLY CWNlEC7ED TO GROUND BAR. 2. ROUTE COW WAR BOTTOM OF CATWALK HANDRAL WITH
D. AT EQUIPMENT TERMINATION, IF HORIZONTAL RUN IS OVER 20'-Or. ANDREW ANdjLE ADAPTERS 131768A&SNAP-IN HANGERS. i100' RINT ANTENNAS
k
4-. ALL TOP JUMPIERS SHALL BE 6'-V IN LENGTH. SUPPLU BY SPRINT, INC. AND INSTALLED BY CONTRACTOR.
98'-4*AGIL TO
5-. ALL MAIN CA13LFS SHALL BE COLOR CODIED AT FOUR (4) LOCATIONS- NORTTH GROUND BAR. LOCATE AS BOTTOM ATWALK
A. AT ANTENNA PRIOR TO JUMPER DIRECTED BY SPRINT
B. AT THE BOTTOM OF TOWER 0* CONSTRUCTION MANAGER
C. IEXTERIOR PART OF THE WAVE GUIDE ENTRY PORT(AT THE SHELTER/CABINIET Wia),
D. INTERIOR OF THE SHELTER/CABINIET.
ALPHA TRANSITION COAX
BANDING SHALL BE AS FOLLOWS, IV FROM TOYER LEG TO
A. MAIN LINE COLOR BANDS SHALL BE 2* WIDE MAINTAIN f SPACING BETWEEN COLOR& STING EDGE OF CATWALK
B. JUMPER COLOR BANDS SHALL BE 1* YADE. WITH 1* SPACE. M HOLE
C. START COLOR BANDS 2" BEYOND WEATHERPROOFING. TING
D.START SELECTOR COLOR NEXT TO END CONNECTORS. LIGATS
U-) 1
6- FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SPRINT RF ENGINEER. SEE ANTENNA SCHEDULE ABOVE. q 0
7.. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSnay TYPE. C.4 Z
C-4 *
" <
8. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED Y OR THE 270*1 90, w
CABLE MANUFACTURES SPECIFICATIONS WICHIEVER IS LESS, WITH HARDWARIE SPECIFIIED IN THE COAXIAL CABLE ROUTING EXISTINtP < 0
DETAILS OF THE SUPPLIED STRUCTURAL REPORI WEST I EAST Lj D)
WATER TOPER m
9. 'PROVIDE AT LEAST 6'OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDIE FOR L>
FUTURE CONNECTOR REPLACEMENT I=
=
BETA co
Z-_�ICE GAMID ANTENNA, SEE SCHEDULE u
21
BRIDGE 114A 5 110' ON THIS SHET(TYP.) p! F= C4 z
TOWER LEG COAX TO C-4 V4 0
j
FOR MOUNTING ON HANDRAIL SEL-
ANTENNAS
TYP. r4-Y 4
18'TO 24'LONG
JUMPERS WITH
MINIMUM 6*DRIP LOOP
soulf�
180* LU
BIAS-T / COAX HANGER ON r3 LIU CI-41
ANTENNA ORIIFNTATION INSIDE OF TOWER LEG T-1
r2 5
ENCLOSURE 0 <
SCALE: 22-—.-.34--_SH_EET_l_/_lF = f-O" 0'�Ln
11�_l U)1>1 ow
7- SCALE: ll*xl7* SHEET 1/32* _� l'-O' U)_j_j
'LOOP <mu- 10
I. ANTENNA ORIENTA71ON IS SLOCKWISE FROM TRUE NORTH.
<0-j
>
Ezz
COAX CABLE <
U)o
BY e MIN. (TYP) ROUTE SPRINT COAX L) T
DRIP LOOP 15* ol rL
MINIMUM RADIUS
ATTACH COAX TO INSIDE OF ON ICEBRIDGE &ON F-V, 'o
TOYER LEG USING ANDREW FACE OF TOWER LEG
MOUNT COAX ON WIERIO,
UNIVERSAL ROUND MIEMBER
OF TOWER LEG ON SIDE ICEBRIOGIE _�_�CMO PAD MOUhITED SUPPORT BRACKET. #RM-USBG.
BENEATH THE TANK. EQUIPMENT CABINETS 1/2-SS BANDING MT-640, WITH CMD CABINET
SS BUCKLE MAW MT-641 &
SNAPSTACK SNAP-IN HANGER
SSH-158, 0 36" D.C. VERTICALLY.
BIAS-T —FACE OF USTING SM q;AMNG T-1
MCLOSURIE TOYER LEG TOWER ELEVATION r5-"\ OF
NOT TO SC
EQUIPMENT ELEVATION E -1 8
SCALE: NOT TO SCALE T_I COAX CABLE MOLANTING DETAIL r3"\ LtVATE:
NOT TO SCALE _�40VEIVIBER 28,2006
FUCT NO.,
7843
LIGHTNING PROTECTION/GROUNDING SYSTEM GROUND BAR
I I L i I -- 'WIRELESS SITES CELL SITE GROUNDING SPECIFICATION'.
CONTRAZT—OR SHALL OBT�l;i ki-: :,::i1ii 1: ili� :�� : D ff- -D SPRINT
1. MkouNDING CONDUCTORS SHALL BE #2 AWG TINNED, BARE SOLID COPPER, UNLESS NOTED OTHERWlSE, MINIMUM BEND
AWG BARE TINNED COPPER WE
RAZIUS SHALL BE 8* FOR J6 WIRE AND SMALLER,AND le FOR WIRE LARGER THAN 16. SHARP BMDS AND KINKS ARE GROUND FROM TOWER BASE GROUND r-
BAR AND FROM EQLQPME14T GROUND
2. NDO ACCEPTABLE. AND WITHIN 12*TO 36' FROM THE CONCRETE FAD, AS INDICATED ON PLAN. RING. CADWELD TO TOWER GROUND RING
INWALL GROUND RING 30" BELOW GRADE, 1�1
3 WIND METER AND SERVICE CONDUITS TO BUNED GROUND RING AS THEY CROSS. (2 PLACES TYP.)
4* ERMIC CONNECTION, AS INDVTED ON PLAN.
P%mDE INSPECTION SLEEVE AT BURIED GROUND RING EXOTH
IDE THE TOWER LEG ...........
5. PROVIDE BONDING CONDUCTOR(S) FROM THE BURIED GROUND RING, TO ANTENNA CABLE BUS AT A POINT JUST INS
COPPER BUS BAR, FOR PROPER CONDUCTOR LENGTH.
COMMUNICATION STRUCTURE Eff. VEREFY EXACT LOCATK)N OF THE — — — — — — — — — — — — — —
AIL FINAL EXOTHERMIC WELDS To COPPER BUS BAR SHALL BE BY ANTENNA CABLE INSTALLER.
-77", .0
6. All" OF HIGH SOIL RESISTIVITY MAY REQUIRE USE OF LINCOLN XIT GROUND RODS. CONTRACTOR SHALL ADVISE
GROUNDING REQUIREMENTS,AT 1-800-962-2610. ...... BRIDGE SEE
COMUCTION MANAGER WILL CONSULT WITH LINCOLN ABOUT ADDEEEDM
HALL NDT EXCEED 5 OHMS. TESTING SHALL BE COMPLETED PRIOR TO AC POWER ...... TE f16
7. MOUNDING RING TO , , t ts
C%NSTRUCTION MANAGER F ROCK IS ENCOUNTERED WAR SURFACE, OR IF SOIL IS PREDOMINATELY DRY SAND OR GRAVEL
EARTH RESISTANCE
TtIJRN-ON. THE CONTRACTOR SHALL ADVISE CONSTRUCTION MANAGIER, IF RESISTANCE EXCEEDS 5 OHMS. ------------------- -
B. ALL CONNECTIONS TO GROUNDING SYSTEM SHALL BE MADE IN LINE WITH BENDS IN THE DRECTION OF THE CURRENT FLOW.
*r CONNECTIONS WILL NOT BE ALLOWED. I
9. WINEN APPLICABLE, CONTRACTOR SHALL BOND EQUIPMENT FRAMES TO EACH OTHER AND TO GROUND RING VIA 2 PATHS.
#2 AWG BARE 11111F
C%ORDMTE WITH CONSTRUCTION MANAGER. ... . FUTURE
10. C%NCRETE INSPECTION HAND HOLE SK41 BE INSTALLED AT CONNECTION POINT OF #2 AW(; COPPER CIDNIDUCTOR FROM PPC COPPER WIRE
GENERATOR
AUND RING(TYPE-)
T(b GROUND RING AND AT MAXIMUM SPACING OF 20 FEET-
11. EVOTHERMIC WELDS SHALL BE USED FOR ALL UNDERGROUND CONNECTIONS. ABOVE GROUND CONNECTIONS MAY USE
m&CHANEC MANAG
CAL CONNECTORS, WITH APPROVAL OF THE CONSTRUCTION1 ER.
12. AL GROUND BARS SHALL BE 1/4*THICK SOLID ELECTRICAL GRADE COPPER. GROUND BARS SHALL BE BONDED VIA TWO (2)
NTHS TO EXTERNAL GROU14D RING.
INA COL 4' OF WIRE FOR FUTURE CMO.
COORDINATE LOCATION WITH CONSTRUCTION MANAGER.
13. WrEN COAX CABLES SHALL BE BONDED AT EACH DID. RUNIS EXCEEDIING 200' SHALL B. BONDED TOWARDS THE MIDDLE
OVF THE LENGTH AND INCLUDE THE FOLLOWING. TURNDOWN AND COIL IN CHRISTY
A. TOP OF TOWER: BOND GROUND JUMPER TO CGB AT TOP OF TOM. BOND CGB TO TOM STEEL USING #4/ BOX WITH PLASTIC WELL COVER AT
GREEN THWN INSULATED COPPER CONDUffOR. CONNECT GRDUNIID BAR END BY 2 HOLE LUG. CONNECT STEELIEND ),I- I......
EDGE OF CONCRETE PAD
M m
USING 2-HOLE LUG AND DRAGON-TOOTHED WASHER OR EXOTHERMIC WELD- -K _j -21
B. MIDDLE OF TOWER: TOWERS OVER 200' SHALL HAVE GROUND KITS AND CGE) INSTALLED AS ABOVE,AT THE MIDDLE .....
OF TOWER. JUMPER GROUND TO TOWER STEEL AS IN "A"ABOVE. . ......... FUTURE-."
040
c. BOTTOM OF TOM, PRIOR TO COAX BEND: BOINID GROUND JUM TO AT BASE T ............ 3/4-SIM
PER CGEl OF DINER BOND CGB TO
wroR IN PVC. #2
D. IF ICEBRIDGE LENGTH IS 2W OR LONGER, INS7ALL GROUNDED GROUND BAR ON ICIEBROGE AT BTS EQUlIPMENT (TYP-)
EXTERNAL GROUND RING W/TWO RUNS OF #2 BARE TINNED COIPPER COND
CABINET AND GROUND COAX CABLES TO GROUND BAR.
14. WIND ANTENNA MOUNT To TOWER STEEL WITH 12 BARE TIINNIIED COPPER CONDUCTOR.
5. ONNECTING
MFEANS. BONDING JUMPER SHALL BE INSTALLED PER NEC ARTICLE 250-26. SKID WEB WITH
CEBRIDGE TO EACH SUPPORT POST. ......
MIND EACH ICEBIRIDGE SECTION To THE ADJACENT SECTION. BOND I
1 RIONDING OF GROUNDED CONDUCTOR (NEUTRAL) AND GROUNDING CONDUCTOR SHALL BE Nr THE SERVICE DISC CONNECT TO
16. 2 HOLE LUG w
17. MUD CGIB TO EXTERNAL GROUND RING WTTH TWO RUNS OF 02 BAK TINNED CONDUCTOR IN PVC AND CONNECT GROUND
MR END WITH 2-HOLE LUG AND CADWELD OTHER END TO EVERNAL GROUND RING.
WNE MCBTS .0 THAN
18. 'FF SITE REQUIRES MUNAL ALARMING AND THE DISTANCE FROM THE TELEE BOX To THE IS LOW
lfjl-o", THE CONDUIT FROM THE TELEPHONE BOX SHALL BE CONDUCTIVE AND BONDED TO GROUND RING AT EACH END.
19. Who SPRINT ELECTRICAL EQUIPMENT (E.G. BTS EQUIPMENT. CABLE BRIDGE, PPC GENERAII)IR.) IS LOCATED WIIIHN SIX FEET CM0
-#2 AWG GREEN NRUTED COPPER WIRE
W METAL FENCING, BOND PAD BASE GROUND RING TO THE NEAREST FENCE POST(S)AT (2) LOCATIONS USING #2 AWG. f) WITH TWO HOLE DOUBLE CRIMPED LUG
AT MAIN CMO GROUND BAR(BOTTOM
A14TENNA GROUND BAR NOTES: RIGHT SIDE OF LEFT CAMET, FRONT)
1. ANTENNA HEIGHT GROUND BAR SHALL HAVE TWO(2)PATHS TO GROUND. AND CAD-WELDED TO GROUND RING.
A. THE PRIMARY GROUNDING METHOD WELL BE TO MOUNT THE CGB, WITHOUT STAJND-OIT(CHERRY) INSULATORS, USING
UL LISTED MOUNTING DEVICES. GROUND CLAMPS MAY BE USED 70 MOUNT THE CGB TO AVAILABLE FLANGES, COAX
U-)
0 5
PORT RIMS, ETC. STEEL STRAPS MAY BE USED M ATTACH THE CGB M TOWER IF NO CONVENIENT CLAMPING Z,� C>
SURFACES ARE RESENT. ALL CONNECTING SURFACES SHAM BE CLEM AND FREE IF DIRT, OIL, AND CORROSION. C-4 x
GALVANIZED SURFACES SHALL BE POLISHED NTH A STEM BRUSH.
CONNECT GROUND LEADS M A STEEL TOWER
DO NOT DRILL HOLES OR USE EXOTHERM WELDS TO <
EXCEPT ON STEEL TABS OR RANGES SPECIFICALLY DESIGNED FOR THAT PURPOSE. HOLES AND/OR P�
EXOTHERwc WELDING CAN NEGATIVELY IMPACT THE STRUCTURAL INTEGRITY OF THE TOWER AND INCREASE
<
CHANCES OF CORROSION. FUTURE ATS
B. IF THE STEEL ANTE14NA SUPPORT STRUCTURE IS NOT PROPERLY GROUNDED, OR THE:STRUCTURE IS WOOD OR uj I
c CD Cj
CONCRETE OR SOME OTHER NON-OONDUCTK MATERIIAL. THEN A 4/0 AWG STRANDED MEN INSULATED*HOME RUN" MINI-PPC z C.> 0
SHALL BE UTILIZED TO CONNECT THE UPPER CGIBS TO SPRINT`S GROUND SYSTEM. lHE HOME RUN MAY BE ROUTED p z
OTHER INSIDE OR OUTSIDE A MONOPOLE. SPECIFIC CGIB CONNECTION PROCEDURES�AE DESCRIBED IN THE FOLLOWING
ci X o
SECTIONS. z
-GROUNID ROD
2- ACE.COAX GROUND KITS SHALL BE WEATHER PROCIFED. ONLY GROUND KITS APPROVED BY THE COAX MANUFACTURER SHALL GROUND FROD (TYPICAL)
IRE USED. INSTALL GROUND KITS PER MANUFACTURER'S RECOMMENDATION
3. tALL HARDWARE SHALL BE 18-8 STAINLESS STEEL. COAT ALL SURFACES WITH T&B KOPR-SHIELD BEFORE MATING. �6
4. WOR GROUND BOND TO STEEL ONLY, INSERT A DRAGON-TOOTHED WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES V)
VMTH T&B KOPR-SHIELD OR APPROVED EQUAL U)�n
w cq,0, A
Lu C4
C,
47\-12 AWG BARE COPPER WIRE C',
#2 AWG;BARE COPPER WIRE M GROUND RING(TYP.)
FROM INTERNAL GROUND BARS. 0 g
ZGR ROD CADWELD TO GROUND RING. U)IR o
U)�_,
WITH ACCESS CD LL 10
Lu - -, .
(TYP. OF 2) -J U)w
<O-j
SPLIT-BOLT -5;
ZZ
CONNECTOR EXISTING GROUND ANTENNA GROUND BAR Z<O
I (n
SPRINT COAX GROUND )jy m (1) W
CONDUCTOR LOCATE AS DIRECTO RE3 6 w IC
r.-
W/SPACER (VERIFY) EXISTING WATER TOWER ANTE14NA. CONDUCTORS PROVIDED SPRINT CONSTRUCTION w L) E
CA HANDRAIL TV WITH GROUND KIT. TYP. MANAGER o
CONINV TW
TWALK
S' �ER
(2)4/0 AWG STRANDED GROEN cl
INSULATED'HOME IRUN*SHALL BE
UTILIZED TO CONNECT THE UPPER
CGB M SPRINT`S GROUND SYSTEM.
S�JID IN PER
#2 SOLD TINNED COPPER
A
r6 R02 EQUIPMENT GROUNDING PLAN
EXISTING WATER GROUP
TOWER CATWALK SCALE- 22'x34- SHEET 1/2-
SMIT—BOLT CONNECTORri V E-2
-��- : NOT TO SCALE SCALE. ll*xl7* SHEET lle l'-Or -7 , 8
NO nE: V6
I. USE SPLIT BOLT CONNECTOR ONLY IN'ME EVENT ANTENNA COAX GROUNDING PLAN ri--�
THkT OWNER WILL NOT ALLOW CADWELD scALL- 22x3,C sHEEr 3le V-or
SCALE. ll'xl7* SHEEI 3/r 1'-0*