HomeMy WebLinkAboutPLANSPREPARED FOR:
IX A'.I 1110-
EMERGENCY:
CALL 911
CODE COMPLIANCE
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS
ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE
PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE
LATEST EDITIONS OF THE FOLLOWING:
—FLORIDA BUILDING CODE, 2017 6TH EDITION ANSI/EIA/TIA-222—G
—NATIONAL ELECTRICAL CODE 2014, NFPA 70-2014
—FLORIDA FIRE PREVENTION CODE 2017 6TH EDITION
—FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION
DESIGN CRITERW
2017 FLORIDA BUILDING CODE, 6TH EDITION, BASED UPON
ULTIMATE 3—SECOND GUST WIND SPEED OF 151 MPH CONVERTED TO A
NOMINAL 3—SECOND GUST WIND SPEED OF 117 MPH PER SECTION
1609.3.1 AS REQUIRED FOR USE IN THE TLA-222—G STANDARD PER
EXCEPTION #5 OF SECTION 1609.1.1 EXPOSURE CATEGORY C WITH A
RISK CATEGORY II
I DO NOT SCALE DRAWINGS I
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS &
CONDITIONS ON THE JOB SITE AND SHALL NOTIFY THE ENGINEER IN
WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE
WORK OR BE RESPONSIBLE FOR THE SAME.
VICINITY MAP
'me JW .----- -- -
i
4
P\
PROJECT []
[j N
r rrr
Sprint ]
ST. LlCIE COUN"
aLiXi:
DATE' d
Et -EC:
DATE:
DATE. /y �
CAM
SPRINT NAME
M 113XC 161
SPRINT PROJECT
DO MACRO UPGRADE
SPRINT CASCADE
M 113XC161
ATC ASSET NAME
FORT DRUM
ATC ASSET NUMBER
•
SITE ADDRESS 1,
25560 MINUTE MAID RD
FORT PIERCE, FL 34945
GI'M SIDES
r[AR
zkiG. fT
PROJECT TEAM
AMERICAN
IROFIRNIGYg
TOW= R
FROM
Me aolYNRna ere endless
CORPORATION
1401 TOWN PLAZA CT.
SUITE 2040
116 HUNTINGTON AVENUE, IITHFLOOR
WINTER SPRINGS, FL 32708
BOSTON, MA MIT 16
OFFICE #: (678) 444-4463
PROJECT MANAGER
ENGINEER
PROJECT
DESCRIPTION
SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS
TELECOMMUNICATION FACILITY:
AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY
• INSTALL (6) PROPOSED PANEL ANTENNAS
THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
• INSTALL (8) PROPOSED RRU'S
PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
• INSTALL (3) 1.25• HYBRIFLEX CABLES
CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO SITE.
THESE PLANS HAVE BEEN DEVELOPED FOR THE MODIFICATION OF AN
_EXISTING UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR
LEASED BY SPRINT IN ACCORDANCE WITH THE SCOPE OF WORK
PROVIDED BY SPRINT. INFINICY HAS INCORPORATED THIS SCOPE OF
WORK IN THE PLANS. THESE PLANS ARE NOT FOR CONSTRUCTION
UNLESS ACCOMPANIED BY A PASSING STRUCTURAL STABILITY
ANALYSIS PREPARED BY A LICENSED STRUCTURAL ENGINEER.
STRUCTURAL ANALYSIS MUST INCLUDE BOTH TOWER AND MOUNT.
SCANNED
BY
St. Lucie County
PROJECT SUMMARY
TOWER OWNER: AMERICAN TOWER CORP.
116 HUNTINGTON AVENUE
BOSTON, MA 02116
617-375-7500
LATITUDE: 27.53931' N
LONGITUDE:—6D.60285• W
ZONING JURISDICTION, ST. LUCIE COUNTY
SPRINT CONSTRUCTION
MANAGER: TOM POITRAS
THOMAS.POIIRAS®SPRINT.CCM
SHEET INDEX
NO.
DESCRIPTION
T-1
TITLE SHEET & PROJECT DATA
N-1
GENERAL NOTES
N-2
GENERAL NOTES
N-3
GENERAL NOTES
C-1
COMPOUND PLAN
C-2
TOWER ELEVATION AND ANTENNA ORIENTATION
C-3
DETAILS
C-4
DETAILS
C-5
ANTENNA & CABLE SCHEDULE
G-1
GROUNDING DETAILS
RF-1
PLUMBING DIAGRAM
RF-2
ANTENNA & CABLE COLOR CODING
Sprint
6580 Sprint Parkway
Overland Par, Kansas 66251
INFINIGY8
FROM ZERO TO INFINIGY
the solallona are endless
III, T. PLAZA DT. SUITE DWG
WINTER SPRINGS, FL KNOB
De-.0"l.
JOB NUMBER 317-404
AM=RICAN
TOW=R
CORPORATION
116 HUNTINGTON AVENUE, IITH FLOOR
BOSTON. MA U116
`111111111f///�
OPHER ✓
E N
No 59739 :2
s-oa-ls
ESTATE . �`
�� OF
NAL6N���.
THESE DOCUMENTS ARE CON FIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
MI13XC161
25560 MINUTE MAID RD
FORT PIERCE, FL 34945
TITLE SHEET
& PROJECT DATA
SHEETNUMSER:
T-1
PREPAREDFOR:
BASIC REQUIREMENTS
A. MEET ALL REQUIREMENTS OF JURISDICTIONS.
B. IF EQUIPMENT FURNISHED BY COMPANY DOES NOT MATCH THE EQUIPMENT LISTED ON THE REDS AND SHOWN ON THE PERMITTING
DRAWINGS, RESOLVE DISCREPANCY THROUGH INSTALLER'S CONSTRUCTION MANAGER AND COMPANY'S POINT OF CONTACT.
C. CABLE INSTALLATIONS
o. ALL CABLES MUST BE OUTDOOR RATED AND HAVE W RESISTANT OUTER JACKETS.
b. CABLE BENDS MUST NOT EXCEED MANUFACTURER'S ALLOWABLE CABLE BEND RADII.
c. AT RADIOS INSTALL SERVICE LOOPS FOR POWER, FIBER AND ETHERNET SECURED AT LEAST TWICE AT 180 TO THE STRUCTURE.
d. SPARE FIBERS MUST BE ENCASED IN A LOW PROFILE WEATHER TIGHT ASSEMBLY.
0. FIBERS MUST BE FIELD -TERMINATED WITH LC -TYPE CONNECTORS.
E. CONDUITS IN EARTH: PROVIDE PVC. CONDUITS EXPOSED AND IN FACILITIES: PROVIDE RGS. HAND DIG TRENCHES IN COMPOUNDS.
F. SECURE AND SUPPORT CONDUITS AND CABLES ON NO MORE THAN 48' INTERVALS.
G. ON TOWER SITES RGS CONDUITS MAY BE SURFACE MOUNTED AWAY FROM WALKWAYS AND ACCESS/EGRESS PATHS. IF INSTALLATIONS
IN WALKWAY AND ACCESS/EGRESS PATHS CANNOT BE AVOIDED IDENTIFY THE CONDUIT ENVELOPE/TRIP HAZARD BY ALTERNATION YELLOW
AND BLACK STRIPES PAINTED ON CONCRETE AND CONDUIT.
Sprint 011
658D Sprint Parkway
Overland Park, Kansas 66251
PLANS PREPARED BY:
INFINIGY9
FROM ZERO TO INFINIGY
he Selaflane are endlem
1401 TOM PLUM CT. SUITE two
WINTER SPRINGS, FL 394E
a .PSP...w3
JOB NUMBER 117-104
2) SPRINT -FURNISHED EQUIPMENT
A. INSTALL THE FOLLOWING EQUIPMENT AT LOCATIONS AND AZIMUTHS SHOWN ON THE CONSTRUCTION DRAWINGS.
/���
�ERICAN
a. PANEL ANTENNAS
D. RADIOS
TOWER
c. GPS ANTENNAS
J. FILTERS
CORPORATION
e. 120 VOLT DIN -RAIL CIRCUIT BREAKER ASSEMBLY
116 HUNTINGTON AVENUE, IITH FLOOR
aOSTON, NA 02116
3) TOWER INSTALLATIONS
ENGINEERING UCENSE:
A. MEET ALL REQUIREMENTS OF THE TOWER OWNER.
B. INSTALL CORRUGATED FLEXIBLE CONDUIT UP THE TOWER TO COMPANY'S RAD CENTER.
ABLES ARE
PROVE HANGING,
WEL AS INNERCFITTNGS.
OR CONDIT CLAMPS NDDOWN ANDOPROVDEACAB
1%%J111111/EA1C.
kk
D. CONDUIT RISER: AT TOP OF TOWERUTURNN CONDUITRIPS
ELT RMINATIONS EXTENDCABLESTO RADIOS
\•,••••••ENSFq,99,�
OOPS AD WE`y,IOPHER
E. ATPICEED AND BRIDGE RUNRED TO CABLES INN RGS CONDUIT.UCTURE. AT ONDUITUTILIZEFCONDUITS TOWEMAKE COM ACTXIT FROM TOR, PVIDE I90LDEGREENTURNSEP HOLES.
4) AC POWER TIE-IN
f�
N 59739 2
A INSTALL SPRINTS 120 VOLT DIN -RAIL CIRCUIT BREAKER ASSEMBLY IN THE EXISTING POWER PROTECTION CABINET TELCO SECTION.
B. INSTALL A 20 AMPERE MOLDED CASE CIRCUIT BREAKER IN AVAILABLE SPACE IN THE ADJACENT PPC POWER SECTION LOAD CENTER.
��
5) GROUNDING
� 9 ; 5-04-18 : � �
A. 120 VOLT CIRCUITS: POWER CABLES MUST BE 3-WIRE WITH EQUIPMENT GROUND CONDUCTOR.
��•,• ATE OF , 4Q
B. SUPPLEMENTAL GROUNDING: ALL GROUNDING HARDWARE MUST BE UL STAMPED AS SUITABLE FOR GROUNDING HARDWARE.
C. RADIOS: BOND RADIO TO THE TOWER TOP OR SECTOR GROUND BAR WITH 16 AWG BARE SOLID TINNED COPPER WIRE (GREEN INSULATED ON
�j ; P • ����
��di•••j�%%
,oilSlONAL�N�\��
D. DIN-RAILSCIRCUT BREAKER ASSEMBLY: BOND SURGE ARRESTOR TO PPC TELCO BOARD GROUND BAR.
6) MINOR MATERIALS
A. CONDUIT
a. RIGID GALVANIZED STEEL CONDUIT (RGS): UL LISTED, COMPLIANT WITH ANSI STANDARD C80, HOT -DIP GALVANIZED, WITH
DRAWING NOTICE:
THREADED FITTINGS. MANUFACTURES: ALLIED, REPUBLIC, WHEATLAND OR EQUAL.
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
b. CORRUGATED FLEXIBLE CONDUIT: ONDUIT OR EQUAL
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
METAWC CONDUIT (LFMC): UL LABELED, W RESISTANT, FLAME RETARDANT PVC JACKET, HOT -DIP
c. LIQUID -TIGHT FLEXIBLE C
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
GALVANIZED, GREY, MANUFACTURER'S AFC, ANACONDA, SOUTHWIRE OR EQUAL
WITHOUTTHE EXPRESS WRITTEN CONSENT OF
SPRINT.
d. PVC CONDUIT: SCHEDULE 40. CARLON OR EQUAL.
e. CABINET HUBS AND CABLE TERMINATION FITTNGS: OZ GEDNEY OR ROXTEC
REWSIONs:
DESCRIPTION
I DATE
I BY
IREVI
B. COAXIAL CABLE JUMPERS: 1/2` LDF-4. MANUFACTURERS: COMMSCOPE, RFS OR FCT.
C. FASTENERS AND HARDWARE
a. TO SECURE RACEWAYS, UTILIZE NON CORRODING NON MAGNETIC METAWC FASTENERS AND HARDWARE SUITABLE FOR THE
PURPOSE.
D. POWER CABLES- 3/C 012 SCOW BY SOUTHWIRE OR EQUAL.
E. ETHERNET CABLES AND CONNECTORS: OUTDOOR RATED, CAT 5E, BELDEN OR EQUAL.
ISSIID) FOR EONSTRUCRO4
02/12/16
m
O
F. FIBER CABLES: CORNING "FREEDOM FAN OUT' OUTDOOR RISER CABLE, 4F, SINGE MODE, OR EQUAL.
ASSAILED FOR RLV,LW
oI/o4pe
JR
A
G. RF TRANSPARENT PAINT FOR ANTENNA CONCEALMENT: SELECT NO/LOW CARBON PAINTS, WITH NO/LOW TITANIUM DIOXIDE, AND
WITHOUT SUSPENDED METAL PARTICLES (ALUMINUM, ZINC, COPPER, ETC.)
SITE NAME:
7) COLOR CODING
FORT DRUM
A. COLOR CODE CABLES AND CONDUITS AS REQUIRED BY SPRINT STANDARD TS-0200.
8) TESTING AND CONSTRUCTION COMPLETE.
SITE CASCADE:
A SWEEP ALL COAXIAL CABLES ACCORDING TO SPRINT STANDARD TS-0200.
B. PANEL ANTENNA AUGNMENT - USING ELECTRONIC ALIGNMENT TOOL. AXIMUTH/DOWNTILT +/-1 DEGREE.
C. LEAVE EQUIPMENT DE -ENERGIZED UNTIL INSTRUCTED BY THE COMMISSIONING AND INTEGRATION TEAM TO ENERGIZE.
MII3XC161
D. OTHER REQUIREMENTS AND DELNERABLES MAY BE REQUIRED BEFORE THE CONSTRUCTION COMPETE MILESTONE CAN BE ACTUALIZED
IN SITERRA (SPRINT'S DATABASE -OF -RECORDS).
aTE AnoREss:
25560 MINUTE MAID RD
FORT PIERCE, FL 34945
GENERAL NOTES
ILm
9. PREPARATION
A. SURFACES: ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL PAINTING SURFACES SHALL BE FIELD INSPECTED TO ENSURE
PROPER CONTACT. ALL GALVANIZED SURFACES ON WHICH GALVANIZING HAS BEEN REMOVED BY CUTTING, DRILLING, OR ANY OTHER
OPERATION SHALL BE RE —GALVANIZED IN ACCORDANCE WITH ASTM A780 USING "ZINC RICH" COATING AS MANUFACTURED BY ZRC
CHEMICAL PRODUCTS COMPANY (LOCATED IN QUINCY, MASSACHUSETTS). OR ACCEPTABLE EQUAL. NO WASHERS ARE ALLOWED
BETWEEN ITEMS BEING GROUNDED. ALL CONNECTIONS ARE TO HAVE A NON —OXIDIZING AGENT ("COPPER SHIELD") APPLIED PRIOR
TO INSTALLATION.
B. GROUND BAR: ALL COPPER GROUND BARS SHALL BE CLEANED, POLISHED AND A NON —OXIDIZING AGENT ("COOPER SHIELD""
APPLIED. NO FINGER PRINTS OR DISCOLORED COPPER SHALL BE PERMITTED.
10. BUILDINGS
A. ELECTRICAL CONTRACTOR SHALL PERFORM REQUIRED TESTING IN GROUNDING SYSTEM ONCE GROUNDING SYSTEM IS COMPLETELY
CONSTRUCTED AND BEFORE SERVICE POWER AND GROUND IS CONNECTED (SEE NOTE 13A FOR TEST DESCRIPTION).
B. A #4/0 AWG COPPER CONDUCTOR SHALL BE ROUTED FROM MASTER GROUND BAR AT BTS SITE TO MAIN METAL COLD WATER
PIPE AND BONDED TO PIPE WITH BRONZE 2—HOLE PIPE CLAMP. CLAMP SHALL BE CONNECTED TO WATER PIPE WITHIN 5 FEET OF
ENTRY OF PIPE INTO BUILDING WITH NO DEVICES BETWEEN ENTRY POINT AND CONNECTION AND SHALL COME IN CONTACT WITH
PIPE FOR A MINIMUM DISTANCE OF 4 INCHES.
13. SPRINT GROUNDING REQUIREMENTS
A. CONTRACTOR SHALL INSPECT AND TEST ANY NEW OR EXISTING SPRINT GROUNDING SYSTEM WITH A BIDDLE—MEGGER
TESTER UTILIZING THE FALL OF POTENTIAL METHOD AND CONTACT CONSTRUCTION MANAGER IF RESISTANCE EXCEEDS 5
OHMS AND SHALL FIELD MODIFY GROUNDING SYSTEM AS NECESSARY TO ACHIEVE COMPLIANCE. TEST RESULTS AND
CONCLUSIONS SHALL BE RECORDED FOR PROJECT CLOSE—OUT DOCUMENTATION.
B. COAX CABLE OUTER CONDUCTORS (SHIELDS) SHALL BE GROUNDED USING COAX GROUNDING KITS AT A MINIMUM OF TWO
POINTS. INCLUDING AT ANTENNA AND AT MASTER GROUND BAR. THE COAXIAL CABLE SHALL NOT EXCEED 100 FEET
BETWEEN GROUNDING KITS.
C. GROUNDING CONDUCTOR CONSISTING OF $2 AWG TINNED SOLID BARE COPPER WIRE SHALL BE BONDED TO WAVEGUIDE
ENTRY GROUND BAR USING CADWELD CONNECTIONS.
D. COAX CABLE ENTERING A BUILDING SHALL BE GROUNDED WITH COAX GROUNDING KITS TO AN INSULATED COAX GROUND
BAR WHICH SHALL BE INSTALLED ON THE OUTSIDE FACE OF THE BUILDING, BELOW THE CABLE ENTRY PORTS.
E. WHEN COAX CABLES ENTER A BUILDING FROM A TOWER, THE COAX GROUND BAR AT THE BUILDING SHALL BE
CONNECTED TO THE EXTERNAL GROUND RING USING #2 AWG BARE TINNED SOLID COPPER ISOLATED IN PVC CONDUIT.
F. WHEN COAX CABLES ENTER A BUILDING FROM A ROOF TOP, THE COAX GROUND BAR AT THE BUILDING SHAL BE
CONNECTED TO THE MASTER GROUND BAR NEAR BTS USING Q2 AWG STRANDED INSULATED COPPER CONDUCTOR (SEE
C. METAL RACEWAYS, ENCLOSURES, FRAMES AND OTHER NON —CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT SHALL BE KEPT BUILDINGS NOTES ON THIS DRAWING FOR CONNECTION TO PRINCIPLE GROUND BAR AND BUILDING GROUND).
AT LEAST 6 FEET AWAY FROM LIGHTNING ROD CONDUCTORS OR THEY MUST BE BONDED TO LIGHTNING ROD CONDUCTORS AT THE LOCATION WHERE SEPARATION DISTANCE IS LESS THAN 6 FEET. G. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED.
RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION
D. A MASTER GROUND BAR (MGB) SHALL BE INSTALLED NEAR BTS WITH BUILDING PRINCIPAL GROUND BAR (BPG) INSTALLED NEAR MANAGER UPON COMPLETION OF THE PROJECT.
ENTRANCE OF MAIN META COLD WATER PIPE INTO BUILDING. A 4 AWG RA V L L G. j{ /0 G STRANDED COPPER DOWN CONDUCTOR (VERTICAL
GROUND RISER) SHALL BE USED TO INTERCONNECT GROUND BARS.
E. VERTICAL RISER SHALL CONSIST OF A #4/0 AWG (THAN) STRANDED COPPER CONDUCTOR INSIDE 3/4" CONDUIT.
F. CONTRACTOR SHALL BE BOND BUILDING PRINCIPAL GROUND BAR (BPG) NEAR MAIN METAL COLD WATER PIPE TO EXISTING
BUILDING GROUND RING AS WELL AS TO MAIN COLD WATER PIPE WITH S4/0 AWG (THWN) STRANDED COPPER CONDUCTOR.
G. ANTENNA GROUND BARS (AGE) SHALL BE INSTALLED NEAR ANTENNAS AND SHALL BE BONDED TO MASTER GROUND BAR (MGB)
WITH #2 AWG TINNED SOLID BARE COPPER CONDUCTOR.
H. IF CODES REQUIRE VERTICAL RISER TO BE ISOLATED IN CONDUIT, PVC CONDUIT IS PREFERRED. IF METALLIC CONDUIT IS USED,
GROUNDING BUSHINGS SHALL BE INSTALLED ON EACH END OF THE CONDUIT AND BONDED TO GROUND BARS USING #2 AWG
(THWN) STRANDED COPPER CONDUCTORS WITH GREEN INSULATION.
11. LAND BUILDS AND CO —LOCATES
A. THE GROUND ELECTRODE SYSTEM SHALL CONSIST OF DRIVEN GROUND RODS UNIFORMLY SPACED AROUND THE EQUIPMENT
FOUNDATION AND AROUND THE PERIMETER OF THE TOWER FOUNDATION. THE GROUND RODS SHALL BE 5/8" X 10'-0" COPPER
CLAD STEEL INTERCONNECTED WITH #2 SOLID TINNED BARE COPPER GROUND CONDUCTOR TO FORM A GROUND RING AT A DEPTH
OF 30 INCHES BELOW THE SURFACE OF THE SOIL A MINIMUM OF 1 FOOT AND A MAXIMUM OF 3 FEET CLEARANCES SHALL BE
MAINTAINED FROM FOUNDATIONS. TOWER AND EQUIPMENT GROUND RINGS SHALL BE INTERCONNECTED WITH TWO GROUNDING
CONDUCTORS OF EQUAL LENGTH AND MATERIALS.
B. GROUND RODS SHALL BE BONDED TO GROUND RINGS AND INTERCONNECTING CONDUCTORS AT EQUAL INTERVALS OF
APPROXIMATELY 10 FEET.
C. WAVEGUIDE BRIDGE SHALL BE BONDED TO GROUND RINGS OR INTERCONNECTING CONDUCTORS WITH GROUNDING CONDUCTORS
BONDED TO DIAGONALLY OPPOSED SUPPORT POSTS.
D. GROUND BARS SHALL BE BONDED TO GROUND RING WITH SINGLE GROUNDING CONDUCTOR.
E. BONDS TO ANTENNA MAST, FENCE POSTS, WAVEGUIDE BRIDGE, TOWER STEEL (UNLESS PROHIBITED BY TOWER MANUFACTURER)
AND THOSE BELOW GRADE SHALL BE EXOTHERMIC TYPE (CADWELD). ALL OTHER BONDS SHALL BE BRONZE 2—HOLE
COMPRESSION FITTINGS UNLESS OTHERWISE NOTED.
F. GROUNDING CONDUCTORS MAKING A TRANSITION FROM ABOVE TO BELOW GRADE SHALL BE INSULATED FROM EARTH CONTACT
BY PASSING THROUGH A PVC CONDUIT. THE CONDUIT SHALL EXTEND AT LEAST 6 INCHES ABOVE AND 12 INCHES BELOW GRADE
LEVEL
12. LIGHTING PROTECTION
A. IF EXISTING BUILDING HAS AN NFPA 780 AIR TERMINAL SYSTEM, EXISTING SYSTEM SHALL BE BONDED TO A GROUND BAR TO
BOND THE EXISTING SYSTEM TO THE NEW SYSTEM. SHOULD THE EXISTING SYSTEM COME WITHIN 8 FEET OF ANTENNA
STRUCTURES, EXISTING SYSTEM SHALL BE BONDED TO COAX GROUND BARS.
B. IF SITE IS IN A HIGH RISK AREA AND ANTENNAS DO NOT FALL WITHIN EXISTING CONE OF PROTECTION FOR BUILDING, AIR
TERMINALS SHALL BE INSTALLED AT ANTENNAS. A SINGLE AIR TERMINAL MAY BE USED WHEN TWO ANTENNAS ARE MOUNTED ON
SAME STRUCTURE AND IT HAS BEEN DETERMINED THAT BOTH ANTENNAS WILL FALL WITHIN LIGHTING CONE OF PROTECTION FOR
SINGLE AIR TERMINAL.
H. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, ETC., FOR A PERIOD OF
ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED
IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY.
I. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES.
J. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E- RIGID PVC SCHEDULE 40. OR RIGID PVC
SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS.
K. LIQUID —TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID—TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE
VIBRATION OCCURS OR FLEXIBILITY IS NEEDED.
L. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY —COATED
SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER)
OUTDOORS.
M. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY —COATED OR NON —CORRODING; SHALL
MEET OR EXCEED UL 514A AND NEMA OS 1: AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP
OR BETTER) OUTDOORS.
N. NONMETALLIC RECEPTACLES, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR
BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.
0. CONTRACTOR SHALL PREFER TO SPRINT GROUNDING AND BONDING PRACTICE.
ADDITIONAL RF NOTES/ CONSTRUCTION REQUIREMENTS
1. AISG TESTS TO VERIFY OPERATION IS TO BE PERFORMED AFTER FINAL INSTALLATION OF ANTENNAS AND AISG
CABLES HAVE BEEN CONNECTED. VERIFY OPERATION OF ALL EXISTING SPRINT AISG EQUIPMENT INCLUDING 800 MHZ,
1.9GHZ AND 2.5G. TEST INCLUDE COMPLETE DOWNTILT, AZIMUTH (IF APPLICABLE). DOCUMENT AISG TEST RESULTS IN
COAX SWEEP TEST SPREADSHEET.
2. GENERAL CONTRACTOR MUST INSURE THAT NO OBJECT IS LOCATED IN FRONT OF ANTENNA THIS MEANS NO
OBJECT IS TO BE LOCATED 45 DEGREES LEFT AND RIGHT OF FRONT OF ANTENNA OR 67.5 DEGREES FROM
HORIZONTAL FROM TOP AND BOTTOM OF ANTENNA. IF THIS IS NOT POSSIBLE, CONTACT RF ENGINEER FOR FURTHER
INSTRUCTION. IN ADDITION, 2.5G ANTENNA IS NOT TO BE PLACED IN FRONT OF ANY OTHER ANTENNA USING THE
SAME RULES AS ABOVE. THIS INCLUDES SPRINT AND NON —SPRINT ANTENNAS.
3. GENERAL CONTRACTOR IS REQUIRED TO USE DIGITAL ATTACHMENT TOOL TO SET AZIMUTH, ROLL AND DOWNTILT.
AZIMUTH ACCURACY IS TO BE WITHIN 3 DEGREES. DOWNTILT AND ROLL (LEFT TO RIGHT TILT) IS TO BE WITHIN 0.1
DEGREES. IF FOR SOME REASON THIS ACCURACY CANNOT BE ACHIEVED, UPDATE AS —BUILT DRAWING AND EMAIL
SPRINT RF ENGINEER WITH AS —BUILT SETTINGS. USE 3Z RF ALIGNMENT TOOL OR EQUIVALENT TOOL.
HTTP://WWW.3ZTELECOM.COM/ANTENNA—ALIGNMENT—TOOL/
Sprint
6560 Sprint Parkway
Overland Park Kansas 66251
INFINIGY9
FROM ZERO TO INFINIGY
Poe solMBons are enClem
1401 TONN PI Cr SUITE 0
W NTER SPRINGS, FL 3Z100
o .OeU....w
JOB NUMBER 317-94
AM=RICAN
TOW=R
CORPORATION
116 HUNTINGTON AVENUE, I ITH FLOOR
BOSTON. MA 0118
11111111111111/
% OpHER ,/ ���i�
\5 .•
...E NSF .qq�
* : N 59739 2
*L
D s nrE 5-04-18
p'. OF 4U
�. :4
ON A LIE
ORAWNGNOTILE:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
FORT DRUM
MI13XC161
25560 MINUTE MAID RD
FORT PIERCE, FL 34945
GENERAL NOTES
SHEET NUMBER:
I�
GENERAL CONSTRUCTION NOTES
GENERAL
A. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY.
B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES
BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY
LOCATE AND PRESERVE UNDERGROUND UTILITIES.
C. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR
NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER
PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL
REQUIRE APPROVAL.
D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND
COORDINATE HIS WORK WITH THE WORK OF OTHERS.
E. PAINT ALL ANTENNAS, MOUNTING HARDWARE, CABLES, CABLE TRAYS, ETC. TO MATCH
EXISTING STRUCTURE PER OWNER REQUIREMENTS. OWNER SHALL APPROVE COLOR.
F. ALL DAMAGED, MARRED, SCRAPED, ABRADED, ETC. AREAS OF EXISTING PAINT SHALL
BE REPAIRED PER OWNERS REQUIREMENTS. OWNER SHALL APPROVE COLOR.
2. EXCAVATIONS/FOUNDATION
A. FOUNDATION EXCAVATION SHALL BE HAND —TRIMMED TO REMOVE LOOSE
MATERIALS.
B. EXTERIOR FOUNDATION BACKFILL SHALL BE SELECTED GRANULAR FILL.
C. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS —ON —GRADE AND
FOOTINGS SHALL BE "SW" OR BETTER PER ASTM D-2487 COMPACTED TO A
MINIMUM 957 STANDARD PROCTOR DENSITY PER ASTM D 698.
D. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND.
E. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY GEOTECHNICAL ENGINEER,
WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE
REWORKED TO SATISFACTION OF GEOTECHNICAL ENGINEER.
F. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE.
G. FOOTING EXCAVATIONS SHALL BE CUT NEAT.
3. CONCRETE
A. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO
THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318,
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE";
B. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO
PLACING CONCRETE.
C. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (t1.57.) WITH A MAXIMUM
4" SLUMP, AND HAVE A MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 3000 PSI
UNLESS OTHERWISE NOTED.
D. MAXIMUM AGGREGATE SIZE SHALL BE 1".
E. THE FOLLOWING MATERIALS SHALL BE USED:
PORTLAND CEMENT: ASTM C 150, TYPE I
REINFORCEMENT: ASTM A 615, GRADE 60
NORMAL WEIGHT AGGREGATE: ASTM C 33
WATER: DRINKABLE
ADMIXTURES: NON —CHLORIDE CONTAINING
F. REINFORCING SHALL CONFORM TO ASTM A-615 WITH SUPPLEMENT. MINIMUM
YIELD STRENGTH Fy= 60 KSI. REINFORCING DETAILS SHALL BE IN
ACCORDANCE WITH THE LATEST EDITION OF ACI 315.
G. CONCRETE COVER AROUND REINFORCING BARS (U.N.O.) SHALL BE:
1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH ........ 3"
2. CONCRETE EXPOSED TO EARTH, WEATHER .........................2"
3. SLABS....................................................3/4"
4. ALL OTHER CONCRETE ..................................... 1 1/2"
H. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES
SHALL MEET CLASS B. TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL
PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE.
GENERAL CONSTRUCTION NOTES CONT.
I. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309.
J. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS
REFERENCED IN ACI-301.
K. DO NOT WELD OR TACKWELD REINFORCING STEEL.
L. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE
SLEEVES, PIPING, WATERSTOPS, INSERTS, GROUNDS AND ALL OTHER EMBEDDED
ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE
PLACEMENT.
M. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE
CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT
CONTINUOUSLY THROUGH JOINT.
N. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED.
O. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD
JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY
EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH
CHUTES OR FORMWORK.
P. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND.
Q. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND
SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT.
R. FOR COLD —WEATHER AND HOT —WEATHER CONCRETE PLACEMENT, CONFORM TO
APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS
CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT
FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM.
S. PROVIDE A STEEL TROWEL FINISH TO THE SLAB.
4. ANTENNA SUPPORT BRACKET NOTE
S ES IF APPLICABLE
A. DESIGN RESPONSIBILITY OF ANTENNA MOUNTING BRACKETS AND POLES AND ALL
COMPONENTS THERE OF AND ATTACHMENT THERE TO SHALL BE THE RESPONSIBILITY
OF THE MANUFACTURER. MFR SHALL PROVIDE TO THE ENGINEER FOR APPROVAL.
DRAWINGS DETAILING ALL COMPONENTS OF THE ASSEMBLY, INCLUDING CONNECTIONS,
DESIGN LOADS, AND ALL OTHER PERTINENT DATA.
B. BRACKETS SHALL BE DESIGNED TO SUPPORT CURRENT AND FUTURE PANEL ANTENNAS
AND COAXIAL CABLES AS SHOWN.
5. STRUCTURAL STEEL NOTES
A. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC "SPECIFICATION
FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".
B. STEEL ANGLES, BASE PLATES, BEARING PLATES AND MISC. FABRICATION SHALL BE MADE
FROM STEEL MEETING THE REQUIREMENTS OF ASTM—A36 WITH A MINIMUM YIELD STRESS
OF 36 KSI. ALL STEEL TUBES AND PIPES SHALL BE A500 STEEL MINIMUM.
C. ALL DINGS, SCRAPES, MARS, AND WELDS IN THE FINISHED AREAS SHALL BE REPAIRED
BY FIELD TOUCH—UP PRIOR TO COMPLETION OF THE WORK.
D. ALL EXTERIOR STRUCTURAL STEEL SHALL BE, WHEN DELIVERED, HOT —DIP GALVANIZED
ACCORDING TO ASTM A123. TOUCH—UP FIELD WELDS AND ABRADED AREAS W/2 COATS
OF GALVANIZED PAINT, ZRC COLD GALVANIZING COMPOUND OR APPROVED EQUAL.
E. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND
DETAILED ON STRUCTURAL DRAWINGS.
F. CONNECTIONS:
1. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS
AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE.
2. NON—STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. GALVANIZED
ASTM A307 BOLTS UNLESS NOTED OTHERWISE.
G. SAFETY NOTES:
1. THE CONTRACTOR WILL ADHERE TO ALL SAFETY REGULATIONS, LOCAL, STATE
AND FEDERAL.
2. THE CONTRACTOR WILL CONDUCT DAILY SAFETY TAILGATE MEETINGS IN ADDITION TO
WEEKLY SAFETY MEETINGS. THESE REPORTS NIL BE MADE AVAILABLE TO THE OWNER
UPON REQUEST.
3. ALL WORKERS & VISITORS TO THE SITE SHALL WEAR HARD HATS & ANY OTHER
SAFETY EQUIPMENT REQUIRED BY THE WORK BEING PERFORMED ON THE SITE.
Sprint
6580 Sprint Parkway
Overland Park Kansas 66251
INFINIGY9
FROM ZERO TO INFINIGY
INe .owBolR me enalea
1441 TOM P CT SMITE]No
WNTER SPRINGS, FL WOO
JOB NUMBER E17-404
AMERICAN
TOWER
CORPORATION
1I6 HUNTINGTON AVENUE 11TH FLOOR
BOSTON. MA Ml 18
1111111111111,I
\��Op HER j
`GAP•••• ..ENS�999�-
N 59739 2
:*
33• STATE 5-04-18 : Q`
O F lV
OpR1OP���44,:
oi,!ONAL
ORAWNG NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUTTHE EXPRESS WRITTEN CONSENT OF
SPRINT.
FORT DRUM
SITECASCADE:
MI13XC161
25560 MINUTE MAID RD
FORT PIERCE, FL 34945
GENERAL NOTES
SHEVNWBER:
N-3
PREPARED FOR:
10' NO SPARK BUFFER
EXISTING PROPANE TANK
ENRWJCE GATE
x
I /
x EXISTING UTILITY H-FRAME
(TYP )
x
L—x x x x
x Y
EXISTING S'xIO' CONCRETE PAD
x x x
EXISTING GENERATOR PAD
X71!j
x
x
6TING SPRINT 12'x9' CONCRETE PAD
(3) PROPOSED HYBRIFLEX CABLES TO
BE ROUTED ALONG EXISTING ICE
BRIDGE AND SECURED WITH SNAP IN
HANGERS
EXISTING GUYED TOWER
\ I
\ \TIx
I \x
I
EXISTING FENCE x
I
x
x x x x
2.5' 0 2.5' 5' 10'
Sprint IP
6580 Sprint Parkway
Ovedand Park, Kansas 66251
IRNFINIGY9
FROM ZERO TO INFINIGY
Me solution are endless
1401 TOWN PU CT. SUITE 2W0
WINTER SPRINGS, R 32MO
a .Sea.
JOB NUMBER 317-104
AM=.RICAN
TOWER
CORPORATION
11SHUNUNGTONAVENUEIITHFLOOR
BOSTON, MA02116
ENGINEERING LICENSE:
``ATTTEEEy/AA��
�0 HER jtp
F •
Q 9F
N 59739 2
' STATE 5-04-18
'OF �. O R I O P\4U�
..ON A L .%-%%,
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
FORT DRUM
MI13XCI61
25560 MINUTE MAID RD
FORT PIERCE, FL 34945
COMPOUND PLAN
SHEETNUMBER:
C-1
TOWER ELEVATION
±400' GUYED TOWER
SPRINT ANTENNAS 0 211' A.G.L.
FXISDNG:
(2) EXISTING PANEL ANTENNAS
(2) EXISTING RRUS-11 800 MHZ
(2) EXISTING RRUS-31
(1) EXISTING DISH
ADDING:
(3) NEW COMMSCOPE DT465B-2XR ANTENNAS
(3) NEW RFS APXVSPPI8-C-A20 ANTENNAS
(3) NEW RRUS-82 W/ SOLARSHIELD
(4) NEW RRUS-11 800 MHZ
(1) NEW RRUS-31
(3) NEW 1.25• HYBRIFLEX CABLES
BETA SECTOR
(TYP. OF 1 PER SECTOR, TOTAL OF 2)
EXISTING SPRINT RRU
(TYP. OF 1 PER SECTOR, TOTAL OF
PROPOSED CONNECT yT HEAVY --DUTY
V-fRAME BOOM GATES
MODEit193-JO-B-LHD OR
APPROVED EQUAL (TYP. OF 3 TOTAL)
EXISTING SPRINT RRU z\D'a>
(TYP. OF 1 PER SECTOR, TOTAL OF 2)
GAMMA SECTOR
?�
EXISTING SPRINT ANTENNA TO BE REMOVED
(TYP. OF 1 PER SECTOR, TOTAL OF 2)
ALPHA SECTOR
FYMdi9l3Hf114}.YVJ ��
PROPOSED SPRINT ANTENNA
�(TYP. OF 1 PER SECTOR, TOTAL OF 3)
P
ao
ALPHA SECTOR
P^'
�o
PROPOSED SPRINT ANTENNA
Y,(TYP. OF 1 PER SECTOR, TOTAL OF 3)
PROPOSED SPRINT RRU
(TYP. OF 1 PER SECTOR, TOTAL OF 3)
EXISTING SPRINT RRU
(TYP. OF 1 PER SECTOR, TOTAL OF 2) PROPOSED SPRINT RRU N
(TYP. OF 1 PER SECTOR, TOTAL OF 1)
PROPOSED SPRINT RRU
(TYP. OF 1 PER SECTOR, TOTAL OF 4) S
AK OF TOWER
= to-D ACL
BETA SECTOR
SCALE:NOTTOSCAIE 1 1
PROPOSED ANTENNA PLAN
SCALE:NOTTOSCALEI 3
Sprint
6580 Sprint Parkway
Overland Park Kansas66251
PL SPREPAREDBY:
INFINIGY9
FROM ZERO TO INFINIGY
the solutions are endless
1401 TOWN PL CT. SUITE]NO
VANTERSPRINGS.FL3v:'
ars,l[rN�R
AB NUMBER 317-404
Mf PARTNER:
AM=RICAN
TOW=R
CORPORATION
11811UNTINGTONAVENUE IITHFL00R
BOSTDN. MAW 116
``IIIIIIIII///j
����CIPHER Ur
�y .C•E•N••
59739 2
) : 5-04-18 : Z+
srarE
O F ZZf
�RGN
LE���`�
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUTTHEEXPRESS WRITTEN CONSENTOF
SPRINT.
ISSUED FOR OONSTRUMION 102/13/181 JTP1 0 1
FORT DRUM
SITE CASCADE
MI13XCI61
SITEADDRESS:
25560 MINUTE MAID RD
FORT PIERCE, FL 34945
TOWER ELEVATION AND
ANTENNA ORIENTATION
SHEETNUMBER /'/�
C-2
PLANS PREPARED FOR:
ANTENNA
MOUNTING POLE ('
NOTES:
1. AISG TESTS TO VERIFY OPERATION IS TO BE PERFORMED
AFTER FINAL INSTALLATION OF ANTENNAS AND AISG CABLES HAVE
BEEN CONNECTED. VERIFY OPERATION OF ALL EXISTING SPRINT
AISG EQUIPMENT INCLUDING BOOMHZ, 1.9GHZ AND 2.5GHZ. TEST
INCLUDES COMPLETE DOWNTILT, AZIMUTH (IF APPLICABLE) AND
BEAMWIDTH SWINGS (IF APPLICABLE). DOCUMENT AISG TEST
RESULTS IN COAX SWEEP TEST SPREADSHEET.
2. GENERAL CONTRACTOR MUST ENSURE THAT NO OBJECT IS
LOCATED IN FRONT OF ANTENNA. THIS MEANS NO OBJECT IS TO
BE LOCATED 45 DEGREES LEFT AND RIGHT OF FRONT OF
ANTENNA OR 67.5 DEGREES FROM HORIZONTAL FROM TOP AND
BOTTOM OF ANTENNA IF THIS IS NOT POSSIBLE, CONTACT RF
ENGINEER FOR FURTHER INSTRUCTION. IN ADDITION, 2.5GHZ
ANTENNA IS NOT TO BE PLACED IN FRONT OF ANY OTHER
ANTENNA USING THE SAME RULES AS ABOVE. THIS INCLUDES
SPRINT AND NON —SPRINT ANTENNAS.
3. GENERAL CONTRACTOR IS REQUIRED TO USE A DIGITAL
ALIGNMENT TOOL TO SET AZIMUTH, ROLL AND DOWNTILT. AZIMUTH
ACCURACY IS TO BE WITHIN 3 DEGREES. DOWNTILT AND ROLL
(LEFT TO RIGHT TILT) IS TO BE WITHIN 0.1 DEGREES. IF FOR
SOME REASON THIS ACCURACY CANNOT BE ACHIEVED, UPDATE
AS —BUILT DRAWINGS AND EMAIL SPRINT RF ENGINEER WITH
AS —BUILT SETTINGS. US 3Z RF ALIGNMENT TOOL OR EQUIVALENT
TOOL HTTP://WWW.3ZTELECOM.COM/ANTENNA—AUGNMENT—TOOL/
PROPOSED MOUNTING
BRACKET (TYP)
PROPOSED
ANTENNA (TYP)
PROPOSED MOUNTING
BRACKET (TYP)
ANTENNA MOUNTING DETAIL SCALE:NOTTOSCALEI 1 I
LW 1
SCALE: NOT TO SCALE I 2
NOTE:
DETAIL IS DIAGRAMMATIC. CONTRACTOR TO INSTALL
RRU'S AND/OR RRU'S W/A2 MODULES ON RRU
MOUNT BEST SUITED FOR ANTENNA CONFIGURATION.
ISO VIEWS
RRU SUPPORT KIT (IF
SUITABLE) OR ERICSSON
RRU SUPPORT KIT
(WHERE REQUIRED)
RRU
TOP VIEW
NOTES:
1. UNIT SHALL BE MOUNTED AS PER
MANUFACTURER'S RECOMMENDATIONS.
2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A
'SNUG TIGHT' CONDITION AS DEFINED BY AISC.
RRU
RRU
BACK VIEW
1RT KIT (IF SUITABLE) OR
RRU SUPPORT KIT (WHERE
Sprint
650D Spdnt Parkway
Overland Park, Kansas 66251
INFINIGY9
FROM ZERO TO INFINIGY
Me solution. Rre endless
Am TWA1 PLVd Or. SUITE 940
.NTER SPRINGS. FL ST..
olw.lemlu...n
.DB NWBER 317-404
/1mEmc km
TOWER
CORPORATION
116 HUNENGTON AVENUE I ITH FLOOR
BOSTON. MA C2116
ENGINEERING LICENSE:
1111111111ff/fI
y�OPHER UrL���i
``�P\ Al S `q9
6: No 9739 9�2
•T: * lam;*
5-04-18 ;jZ
TA E -
OF 40
. O R I O P�,����`•
ONALE,���`�
DRAWNG NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUTTHE EXPRESS WRITTEN CONSENT OF
SPRINT.
REVISIONS:
DESCRIPTION DATE I BY REV
ISSUED FOR OMTRUCTIW 02/13/18 0 O
MED NR RENEW DI/D4/18 JR A
FORT DRUM
SITE GISCADE:
MI13XC161
25560 MINUTE MAID RD
FORT PIERCE, FL 34945
DETAILS
SHEEP NUMBER:
SCALE: NOT TO SCALE j
C 3
7"
SIDE
FRONT
MANUFACTURER: RFS
MODEL: APXVSPPI8—C—A2O
WEIGHT: 57 LES
ANTENNA DETAIL
MANUFACTURER: ERICSSON
MODEL' RRUS-11
WEIGHT: 50.7 LBS
RRUS DETAIL
SCALE: NOT TO SCALE I 1
SCALE NOT TO SCALE I 4
SIDE
8 2"
FRONT
MANUFACTURER: COMMSCOPE
MODEL: DT465B-2XR
WEIGHT: 58 LDS
ANTENNA DETAIL
0000
13.8•
TOP
SCALE: NOTTO SCALE I 2
15"
FRONT
MANUFACTURER: ERICSSON
MODEL: RRUS-82
WEIGHT: 62.,LBS
TOP
RRUS DETAIL ISCALE:NOTTOSCALEI 3
Sprint
6580 Sprint Parkway
Overland Park Kansas 66251
PIANSPREPAREDBY:
INFINIGY9
FROM ZERO TO INFINIGY
Me solMHons ore endless
1401 TOM PLAZA Ci SUITE 2040
WINTER SPRINGS FL TOOB
tina.IFlR u..�
JOB NUMBER 317-404
AMERICAN
TOW=R
CORPORATION
118 HUNTINGTON AVENUE, IITH FLOOR
BOSTON, MA 0211E
1111111111///j,
����y�OPNER A/
ZP� C N8F�9q�
.; N 59739
J31 T. TE 5-04-18 :AZ
OF l[y�
'Os.<ORIOPGN�<4`�
ONZOE tt%%"
L-A—I
6
16
11'B
SIDE VIEW
i0
11.8'
PLAN VIEW
MANUFACTURER: ERICSSON
MODEL: RRUS-31
WEIGHT: 56.1 LBS
e
11.8"
FRONT VIEW
THE SOLE PROPERTY OF SPRINTAND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUTTHE EXPRESS WRITTEN CONSENT OF
SPRINT.
PEMSIONS:
DESCRIPTION
OATS
BY
REV
MUM FOR 014TRUCTIM
02/13/18
JIP
0
IS9JO1 FOR NEON
01/04/I8
JIP
A
SITE NAME:
FORT DRUM
SITE CASCADE
MI13XCI61
SITE ADDRESS:
25560 MINUTE MAID RD
FORT PIERCE, FL 34945
GHEET DESCRIPTION:
DETAILS
SHEET NUMBER:
C-4
RRUS DETAIL
SCALE NOT TO SCALE
5
NOT USED
ALE:NOTTOSCALE
Is
6
NOTE:
1. EXACT ROUTING OF CARIES TO BE
DETERMINED BY STRUCTURAL ANALYSIS (BY
OTHERS)
GPS
H-FRAME POST
CONCRETE
PROPOSED CONNECT —IT HEAVY—DUTY V—FRAME
BOOM GA 7ES MDDEZ/ VFIJ—JO—B—[HD
EXISTING CABINETS
ON EXISTING
CONCRETE PAD
HYBRIFLEX TOWER CABLES FROM
REAR OF CABINET ROUTED ON
EXISTING CABLE BRIDGE
CABLES ATTACHED TO EXISTING
GUYED TOWER
SCALE:NOTTOSCALEI 4
Sprint ,110110
6500 Sprint Parkway
Overland Pally Kansas 66251
PUNS PREPARED SY:
INFINIGY9
FROM ZERO TO INFINIGY
Me.oluNOn. are erdl..
1401T0w4FLATACT.SCItE2040
WW ER SPRINGS,FL='n
m .Mn.
JOB MINBER 317-404
A M=RIC %N
TOW=R
CORPORATION
116 HUNTINGTON AVENUE, I ITH FLOOR
BOSTON, MA M116
ENGINEERING LICENSE
1111111111111j/
%1 OPHER J kk %
5
tee \ E N sF g9p'y
U
59739 2
0'• S ATE s-oa-ta:�`
OF
//1S/.ONAL E.-,t.+.
DRAIMNG NOTICE
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINTAND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUTTHE EXPRESS WRITTEN CONSENT OF
SPRINT.
O%SmocnoN
FORT DRUM,
MI13XC161
SITE ADDRESS:
25560 MINUTE MAID RD
FORT PIERCE, FL 34945
DETAILS
SHEET NUMBER: l/�I
SCALE: NOT TY) SCALE 4 v S
ANTENNA & CABLE SCHEDULE
ANTENNA
SECTOR
ANTENNA MODEL #
ANTENNA CABLE
DESCRIPTION
ANTENNA CABLE
VERTICAL LENGTH
ANTENNA CABLE
HORIZONTAL LENGTH
(P) RFS APXVSPPI8—C—A20
ALPHA
(P) COMMSCOPE DT4658-2XR
(1) 1.25" HYBRIFLEX CABLE (P)
211'-0"
30,-0"
(P) RFS APXVSPPI8—C—A20
BETA
(P) COMMSCOPE DT465B-2XR
(1) 1.250 HYBRIFLEX CABLE (P)
211'-0"
30,-0"
(P) RFS APXVSPPIB—C—A20
GAMMA
(P) COMMSCOPE DT465B-2XR
(1) 1.25" HYBRIFLEX CABLE (P)
211'-0"
30,-0"
NOTE:
HORIZONTAL DIMESIONS HAVE BEEN
ESTIMATED FROM THE WIDEST
PORTION OF THE TOWER
Sprint
658D Sprint Parkway
Overland Park, Kansas 66251
INFINIGY9
FROM ZERO TO INFINIGY
The 301UNons we endless
NOt TOWN PLAZA CT. SLATE ]MO
WATER SPAING; FL,vm
arts. e/flu.u¢1
JOB NUMBER 317-w4
AMERICAN
TOWER
CORPORATION
116HUNTINGTCN AVENUE. I ITH FLOOR
BOSTON. MA RI IS
%II I I I11181
OPHER J tL
N 59739 2
v:
y ;• s—oa—I e : �
5,TA TE OF • l(/
DRAWNG NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPROOUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUTTHE EXPRESS WRITTEN CONSENT OF
SPRINT.
FORT DRUM
SITECASCADE:
MI13XC161
SITE ADDRESS:
25560 MINUTE MAID RD
FORT PIERCE, FL 34945
SHEETDESCRIPTION:
ANTENNA & CABLE
SCHEDULE
SHEETNUMBER:
C-6
PROPOSED RRU (TYP.)
(CONFIRM WITH LATEST
RFDS FINAL COUNT AND
MODEL NUMBERS) —
EXISTING GROUND BAR
(TYP. PER SECTOR) —
PROPOSED H6 AWG
PROPOSED #6 AWG
INSULATED COPPER
CONDUCTOR —
TO TOWER
BOTTOM
GROUND BAR
ANTENNA
MOUNTING PIPE
SPRINT ANTENNA
PROPOSED #2 AWG
BARE SOLID TINNED
COPPER CONDUCTOR
RRU
STAINLESS STEEL
HARDWARE
GROUNDING
ELEVATION
TWO HOLE COPPER
COMPRESSION TERMINAL
GROUNDING BAR
Sprint
6560 Spnnt Parkway
Overland Park Kansas 66251
INFINIGY9
FROM ZERO TO INFINIGY
fhR •.I.N.n. are..Clem
1401 TOWN PLAZA CT. s MMD
WNER SPRING FL n?Na
..1R N.u9
JOB NUMBER 317-404
AMERICAN
SHER (TYP.) FLAT WASHER (TYP.) TOWER
(TYP.)
CCRPOR4TION
1/2"X1-1/2' HEX BOLT IIe HUNTNGMNAENUE, IITH FLOOR
NUT (TYP.)ING (STAINLESS STEEL) BOSTON,Mmm�S
GROUND BAR
GROUNDENGINEERINGUCENSE:
CABLE EXPOSED BARE COPPER TO BEKEPT TO NO
NSULATIONBSOLUTE ALLLOWEDMWITHIN THE %%`,` ER
SECTION "A —A" COMPRESSION TERMINAL (TYP.)�E NS,.
NOTE: - : �' F %
1. 'DOUBLING UP" OR "STACKING" OF CONNECTIONS IS NOT PERMITTED. 0 59739
EXISTING •. •L
2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. *� • `—Ili
�•, 5-04—I8
*.,,,STATE OF �
TYPICAL GROUND BAR CONNECTION DETAIL SCALE:NOTTOSCALE 2 'q�ONALENC�40
SCALE: NOTM SCALE I I
NOT USED I SCALE: NOT TO SCALE
DIRAWNG NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
FORT DRUM
SITE CASCADE
MI13XC161
SITE ADDRESS:
25560 MINUTE MAID RD
FORT PIERCE, FL 34945
SHEETDESCRIPTION:
GROUNDING
DETAIIS
SHEETNIRABER:
G-1
TYPE 2 CONFIGURATION
Existing Future
SCALE: NOTTOSCALE
Sprint
6580 Sprint Parkway
Ovedand Park, Kansas 66251
INFINIGY8
FROM ZERO TO INFINIGY
Me solutions are andles
1401 TQMIPL CT surtE200
MWER SPRINGS, FL3,705
Em••ARI•.FAua
JOB RIBBER 317-404
J*A=RIC UM
TOW=R
CORPORATION
I I6 HUNNNGTON AVENDB I ITH FLOOR
BOSTON. BA M116
11j1111111ff//I
%� OpHER I/
* : N 1 59739
9 '• rArE 5-04-18 :jr
cf
O R I O P C?\=,��.
NAL S..%%%•
DMWINGN07CE:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
SHEET NUMBER:
1 A 1
FREQUENCY COLOR CODE
EXAMPLE
SECTOR 2 AND CABLE 2,
(800MWz RADIO 91)
EXAMPLE
SECTOR 3 AND CABLE 1,
(1900MHz RADIO SI)
EXAMPLE
SECTOR 2 AND CABLE 4, (8WMHz
RADIO Al AND I900.WIz RADIO
HI)
'ATOR NOTES:
#2 1. ALL CABLES SHALL BE MARKED WITH 2- WIDE, UV STABILIZED, UL
APPROVEDTAPE.
RRH CABLE MARKING LOCATIONS DIAGRAM
CABLE MARKING LOCATION TABLE
TAPE
TAG
LOCATION
X
EACH TOP -JUMPER SHALL BE COLOR CODED
WITH (1) SET OF 3- WIND BANDS.
EACH MAIN CABLE SHALL BE COLOR CODED
WITH(1)SET OF 3- WIDE BANDS NEAR THE
X
TOP-JIDWER CONNECTION AND PRIOR TO
ENTERING THE BTS OR TRANSMITTER
BUILDING.
X
MARKINGTAGSSHALLBEATTACHEDAT
CABLE ENTRY PORT ON THE INTERIOR OF
THE SHELTER
ALL BOTTOM JUMPERS SHALL BE COLOR
CODED WITH SET OF 314'WIDE BANDS ON
X
EACH END OF BOTTOM JUMPER.
2500MHz RADIO CALIBRATION CABLE COLOR CODE
2500 MHz k1 CAL
CABLE -SECTOR
CABLES
FIRSTRING
SECOND RING
THIRD WNG
FOURTH RING
FIFTH RING
SIXTH RING
I ALPHA
I
_ aCLOWr
[YELLOW
WHITE
-�
2 BETA
2
yYELLOW:
.,!YELLOW]--
-
.)rYF1LOW'
WHITE
-
3GAMMA
3
VELLBW
IYELLOWI
YELLOW- -
rELL W
WHITE
2500 MHz R2 CAL
CABLE -SECTOR
CABLES
FIRSTRING
SECOND RING
THIRD RING
FOURTH RING
FIFTH RING
SIXTH RING
I ALPHA
I
_ YELLOW!- YELLOW PURPLE -
YELLOW; - �ELOW. LYELLOWj PURPLE
rELL W „ �YELLOWj YELELLOW� IYELLO
-
2BETA
2
_
PURPLE
3 GAMMA
3
I THE FIRST RING SHALL BE CLOSESTTO THE END OF THE CABLE AND
SPACED APPROXIMATELY 2- FROM THE END CONNECTOR,
WEATHERPROOFING. OR BREAK-0UT CYLINDER THERE SHALL BE A 1'
SPACE BETWEEN EACH RING FOR THE CABLE IDENTIFIER, AND NO SPACES
BETWEEN THE FREQUENCY BANDS,
3, A 2' GAP SHALL SEPARATE THE CABLE COLOR CODE FROM THE
FREQUENCY COLOR CODE THE 2- COLOR RINGS FOR THE FREQUENCY
CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO SPACES.
4. THE 2- COLORED TAPE(S) SHALL EACH BE WRAPPED A MINIMUM OF 3
TUBES AROUND THE INDIVIDUAL CABLES, AND THE TAPE SHALL BE KEPI'
IN THE SAME LOCATION AS MUCH AS POSSIBLE.
5. SITES WITH MORE THAN FOUR (4) SECTORS WILL REQUIRE ADDITIONAL
RINGS FOR EACH SECTOR, FOLLOWING THE PATTERN. HIGH CAPACITY
SITES WILL USE THE NEXT COLOR IN THE SEQUENCE FOR ADDITIONAL
CABLES IN EACH SECTOR-
6. HYBRID FIBER CABLE SHALL BE SECTOR IDENTIFIED INSIDE THE
CABINET ON FREQUENCY BUNDLES, ON THE SEALTITF, ON THE MAIN LINE
UPON EXIT OF SEALTTTE, AND BEFORE AND AFTER THE BREAKOUT UNIT
(,MEDUSA), AS WELL AS BEFORE AND AFTER ANY ENTRANCE OR EXIT,
T. HFC'MAIN TRUNK' WILL NOT BE MARKED WITH THE FREQUENCY
CODES, AS IT CONTAINS ALL FREQUENCIES.
8. INDIVIDUAL POWER PATRS AND FIBER BUNDLES SHALL BE LABELED
WITH BOTH THE CABLE AND FREQUENCY.
SPRINT CABLE COLOR CODE
SECTOR
GABLE
FIRST RING
SECOND RING
THIRD RING
I ALPHA
I
GREEN
NOTAPE
NO TAPE
2
BLUE
NOTAPE
NOTAPE
3
BROWN
NOTAPE
NOTAPE
4
WHITE
NOTAPE
NO TAPE
5
REO
NO TAPE
NOTAPE
6
GREY
NO TAPE
NOTAPE
T
8
PURPLE
ORANGE
NO TAPE
NOTAPE
NOTAPE
NOTAPE
2 BETA
I
GREEN
GREEN
NOTAPE
2
BLUE
BLUE
NOTAPE
3
BROWN
BROWN
NOTAPE
4
WNITE
WHITE
NOTAPE
5
REO
REO
NOTAPE
6
GREY
GREY
NOTAPE
7
B
PURPLE
ORANGE
PURPLE
ORANGE
NOTAPE
NOTAPE
3GAMMA
7
2
3
4
5
6
GREEN
BLUE
BROWN
WHITE
RED
GREY
GREEN
BLUE
BROWN
WHITE
RED
GREY
GREEN
BLUE
BROWN
WHITE
RED
GREY
7
8
PURPLE
ORANGE
PURPLE
ORANGE
PURPLE
ORANGE
Sprint
6580 Sprint Parkway
Overland Park, Kansas 66251
INFINIGY8
FROM ZERO TO INFINIGY
B1e 3010003 are endlev
1.01 TOWN PVTA CI. surtE 1.1
WMER SPRINGS. FL U700
ab.nNn..•..m
JOB NUMBER 317-/04
AWERICAN
TOWER
CORPORATION
116 HUNTINGTON AVENUE, IITH FLOOR
BOSTON. MA M116
ENGINEERING LICENSE:
`,11111111ff1ff
\y�Op HER J tk!'�i�i
q
U' No 59739 9�Z
�33 S ATE 5-04-18 :�'�
%0 . .o OF •441�:
CpR1�P�N�%..
0NALS. ,o%•
THESE DOCUMENTS ARE CONFI OENTIAL AND ARE
THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED
WITH OUT THE EXPRESS WRITTEN CONSENT OF
SPRINT.
MI13XC161
25560 MINUTE MAID RD
FORT PIERCE, FL 34945
ANTENNA & CABLE
COLOR CODING
LL_ _ • •' •� �.
SCALE: NOT TO SCALE I ill RF 2