HomeMy WebLinkAboutPLANSrfrs-op
"T. LUCTr ^()UN
REVIEWED FOR
E�REVILIVED BY _
DATE -_ Olz6le
MAY 2 4 2018
ST. Lucie
OR NO LNSPECTiON
S., rint
SCANNED
BY
St, Lucie County
THESE PLANS
ARE SUBJECT
REQUIRED BY
MAY BE NECE
COMPLY WITH
TM
WORK
7ALED FASTENERS OR AI7ACH6 MIJ,
ARE THE 5rSPONSiSILI i Y OF THE
CONTR4OTOR OF RFCORD
PROJECT:
SITE NAME:
SITE CASCADE:
F!
4G800 4G2500
SPAIN TOWER
M 135XCO01
SITE ADDRESS: 6189 NORTH US 1
FORT PIERCE, FL
SITE TYPE
GUYED TOWER
�4I
S T. LUCIE COUNTY
PLAN REVIEW
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DATE: r h-i5ho
DATE:
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VICINITY MAP
SITE INFORMATION
PROJECT DESCRIPTION
SHEET INDEX'
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TOWER INFORMATION:
LATITUDE (NAD83): 27.54633055'
LONGITUDE (NAD83):-80.36856944'
ANTENNA CENTERLINE: 182'-0"i A.G.L.
INSTALL (6)'�NEW PANEL ANTENNAS
INSTALL (6) NEW RRU'S
INSTALL 1 FIBER CABLE
O
INSTALL (3) NEW 2.5 GHZ FILTER
SHT N0.
SHEET TITLE
T-1
TITLE SHEET
SP-1
SPRINT SPECIFICATIONS
SP-2
SPRINT SPECIFICATIONS
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JURISDICTION: SAINT LUCIE COUNTY
SITE ADDRESS:
6189 NORTH US 1
FORT PIERCE . FL 34946
MOUNT,MOOIFICATION
C-1
.PROPOSED SITE PLAN & ELEVATION
C-2
EXISTING &PROPOSED EQUIPMENT PLANS
C-3
EXISTING & PROPOSED ANTENNA LAYOUTS
APPLICABLE CODES
C-4
CONSTRUCTION DETAILS I
l
.PROJECT
Tale :M1 LOCATION
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APPLICANT:
SPRINT
B51 TRAFALGAR COURT, SUITE 300
• ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED
IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY
THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE
PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT
CONFORMING TO THESE CODES.
C-5'.
CONSTRUCTION DETAILS'Il
5-1
STRUCTURAL DETAILS
S-2
STRUCTURAL DETAILS II
MAITLAND, FL 32751
1. FLORIDA BUILDING CODE (FBC)2017, INTERNATIONAL CODE
r k
PROPERTY OWNER:
MARY JANE SPAIN (TR)
COUNCIL.
2. TIA-EIA-222-G
3. NFPA 780 - LIGHTNING PROTECTION CODE.
E-1
ONE LINE DIAGRAM & GROUNDING DETAILS
- - -
AERIAL MAP,
P.O- Box 350
TUPELO, MS 38802
4. NFPA 70 (2014 NATIONAL ELECTRIC CODE).
It. 'i if
F
&
S. ANSI/NIA REQUIRECOMMERCIAL BUILDINGTELECOMMUNINDINGCATIONS.
BONDING REQUIREMENTS FOR TELECOMMUNICATIONS.
PARCELID#:
6. ATISI 0600333-GROUNDING.&:BONDING OF
1406-413-0003-000-8
TELECOMMUNICATIONS EQUIPMENT.
7. LOCAL BUILDING CODE.
PROJECT
LOCATION
+
SPRINT CONTACT:
B. CITY/COUNTY ORDINANCES.
NAME: USA BRYANT
f
-
PHONE: (321) 280-2042
E-MAIL USA.BRYANT®SPRINT.COM -
DEWBERRY ENGINEERS CONTACT:
NAME: JULIE ANDREWS
PHONE: (321) 954-9724,
E-MAIL JANDREWS®DEWBERRY.COM
LOADING CRITERIA
THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC SITE
AND ITS SITE CONDITIONS AND IS NOT TO BE USED FOR ANOTHER
SITE OR WHEN OTHER CONDITIONS PERTAIN. REUSE OF THIS
DOCUMENT IS AT THE SOLE RISK OF THE USER.
'•'ULTIMATE DESIGN WIND 'SPEED: 150 MPH(3-SECOND GUST. V.Q.
-
• NOMINAL DESIGN WIND SPEED: 124 MPH (3-SECOND GUST, V.)
• RISK CATEGORY: II
WIND EXPOSURE: C
• APPLICABLE CODES: ANSI/TIA-222-G/2014 FLORIDA BUILDING
'CODE - -
0
a
0-
P
S rint•
851 TRAFALGAR COURT SURE 300
'MARIAND, FL 32751
SPAIN TOWER
M135XCO01
® Dewberry®
Dewberry Engineers Inc.
8W NORTH MAGNOUAAVB.
"6UI1E 1008
ORt m.FL3=
PHONE: 407.84 IW
LICE
N c�WWO .'
DRAWN BY:
HMP
REVIEWED BY:
NRK
CHECKED BY:
JPA
PROJECT NUMBER:
50078955
JOB NUMBER:--
- SOOB86]t
SITE ADDRESS:
6189 NORTH US 1
FORT PIERCE, FL 34946
SHEET TOLE
TITLE SHEET
SHEET NUMBER
T-1
THESE OUTLINE SPECIFICATIONS IN CONJUNCTION WITH THE SPRINT STANDARD CONSTRUCTION SPECIFICATIONS, INCLUDING CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE
CONTRACTOR.
ION 01 100 -..SCOPE OF WORK
SHALL COMPLY WITH APPLICABLE NATIONAL CODES AND STANDARDS, LATEST EDITION. AND PORTIONS
THEREOF. ALSO SEE SPRINT METHOD OF PROCEDURE (MOP) AND SPRINT STANDARDS AT THE TIME
OF CONSTRUCTION START.
PRECEDENCE
SHOULD CONFUCTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS
SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES AND THE
CONSTRUCTION DRAWINGS; INFORMATION ON THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE
ALONG WITIH'. SPRINT CONSTRUCTION MANAGER APPROVAL
SITE FAMILIARITY:
CONTRACTOR.SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS.
FIELD CONDMONS'MD DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION.
ON-S�F MT P_ERVISION'
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR
CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEQUENCES, AND PROCEDURES IN ACCORDANCE WITH
THE CONTRACT. DOCUMENTS.
DRAWINGS SPECIFICATIONS AND QUAILS
THE CONSTRUCTIONCONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS AT
THE JOBSITE MOM MOBILIZATION THROUGH CONSTRUCTION COMPLETION.
A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. PROVIDE ALL MATERIALS AND LABOR AS
REQUIRED TO PROVIDE A COMPLETE AND. FUNCTIONING SYSTEM. MODIFICATIONS MAY BE REQUIRED
TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS
PART OF THE WORK.
B. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER' OF ANY VARIATIONS PRIOR TO
PROCEEDING WITI THE WORK. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS NOTED
OTHERWISE. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS.. AND
SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.
C. MARK THE REM SET OF DRAWINGS IN RED, DOCUMENTING ANY CHANGES .FROM THE
CONSTRUCTION DOCUMENTS.
��THO05 OF PROCEDURE !MOPS) FOR CONSTRUCTION:
CONTRACTOR SHALL PERFORM WORK AS DESCRIBED. IN THE FOLLOWING INSTALLATION AND COMMISSIONING
MOPS. CONTRACTOR IS RESPONSIBLE TO USE LATEST MQP'9.
A. BASE BAND UNIT IN EXISTING UNIT
S. INSTALLATION OF BATTERIES
C. INSTALLATION OF FlBER WILE
D. INSTALLATION OF RRH'S
E. CABUNG
E TS-0200 REV 5 - ANTENNA UNE ACCEPTANCE STANDARDS
G. SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV 1.
H. COMMISSIONING MOPS
SECTION 01 200 - COMPANY FURNISHED MATERIAL AND EQUIPMENT
COMPANY FURNISHED MATERIPL AND EQUIPMENT IS IDENTIFIED ON THE RE DATA SHEET IN THE
CONSTRUCTION DRAWINGS.
CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT TO ENSURE IT IS
PROTECTED AND HANDLED PROPERLY THROUGHOUT THE CONSTRUCTION DURATION.
CONTRACTOR RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT AT CELL SITE OR
CONTRACTORS. LOCATION. CONTRACTOR TO COMPLETE SHIPPING AND RECEIPT DOCUMENTATION IN
ACCORDANCE WITH COMPANY PRACTICE. CONTRACTOR MAY BE REQUIRED TO PICK UP MATERIAL AT
LOCATION PRESCRIBED BY SPRINT.
SECTION 01 300 - CELL SITE CONSTRUCTION CO'.
NOTICE TO PROCEED,
NO WORK SHAH COMMENCE PRIOR TO'COMPANYS WRITTEN NOTICE TO PROCEED AND THE
ISSUANCE OF WORK ORDER.
SITE CLEANLINESS'
CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND
TRASH. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL
REMAINING RUBBISH, IMPLEMENTS. TEMPORARY FACILITIES, AND SURPLUS MATERIALS.
SECTION. 01. 400 - SUBMITTALS &-TESTS
ALTERNATES:
AT THE COMPANYS REQUEST. ANY ALTERNATIVES TO THE MATERIALS OR METHODS SPECIFIED SHALL
BE SUBMITTED TO SPRINTS CONSTRUCTION MANAGER FOR APPROVAL. SPRINT WILL REVIEW AND
APPROVE ONLY THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL SE CONSIDERED.
TESTS AND INSPECTIONS:
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS. INSPECTIONS AND
PROJECT DOCUMENTATION.
B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT UNITED TO THE FOLLOWING
1. COAX SWEEPS AND FIBER TESTS PER 15-0200 REV 5 ANTENNA UNE ACCEPTANCE
STANDARDS.
2. AGL, AZIMUTH AND DOWNILT PROVIDE AN AUTOMATED REPORT UPLOADED TO SITERRA USING
A COMMERCAL MADE -FOR THE PURPOSE ELECTRONIC ANTENNA ALIGNMENT TOOL (PAT)..
INSTALLED AZIMUTH. CENTERLINE AND DOWN➢LT MUST CONFORM WITH RF CONFIGURATION
DATA
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK
IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTNITIES AND/OR AS A RESULT OF
TESTING.
4. ALL TESTING REQUIRED BY APPUCABLE INSTALLATION MOPS.
C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES. BUT IS NOT LIMITED TO THE FOLLOWING:
I. AZIMUTH. DOWNTLT, AGL FROM SUNSIGHT INSTRUMENTS OR 3Z - ANTENNA. ALIGN
ALIGNMENT TOOL (MT)
2. SHEEP AND FIBER TESTS
3. SCANABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED
EQUIPMENT
4. ALL AVNLABLE JURISDICTIONAL INFORMATION
5. PDF SCAN OF REDUNES PRODUCED IN FIELD
6. A POP SCAN OF RECLINE MARK-UPS SUITABLE FOR USE IN ELECTRONIC AS -BUILT
DRAWING PRODUCTION
]. LIEN WAIVERS
S... FINAL PAYMENT APPUCATION
9. REQUIRED FINAL, CONSTRUCTION PHOTOS
10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT ITEMS
11. ALL POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA (SPRINTS
DOCUMENT REPOSITORY OF RECORD).
42. CLOSEOUT PHOTOGRAPHS:
D. PROVIDE PHOTOGRAPHS OF FINAL PROJECT PER THE FOLLOWING LIST. ADDITIONAL PHOTOGRAPHS
MAY BE REQUIRED TO SUPPORT ACCEPTANCE PROCESSES.
(i) BACK MAIN HYBRID WILL ROUTE (MINIMUM TWO PHOTOS).
'III OF EACH ANTENNA AND:RRH.
(III) MANUFACTURERS NAME TAG FOR ALL SERIALIZED EQUIPMENT.
(iv) PULL AND DISTRIBUTION BOXES INTERMEDIATE BETWEEN RRH'S AND MMSS (DOOR OPEN).
(v) MISTS CABINET WITH DOOR OPEN SHOWING MODIFICATIONS.
(vi) POWER CABINET, DOORS .OPEN, BATTERIES INSTALLED.
(vii) BREAK OUT CYLINDERS.
(vTi) ASH SIGNAGE FOR SPRINT OWNED TOWERS.
(ix) RADIATION EXPOSURE WARNING SIGNS.
(X) PHOTOGRAPH FROM ,EACH SECTOR FROM APPROXIMATE RAD CENTER OF ANY NEW ANTENNA AT
HORIZON.
E. LOAD PHOTOS TO ST RM PROJECT LIBRARY 15. IN 15 CREATE NEW CATEGORY: 2.5
DEPLOYMENT. AND SECTION; PERMANENT CONSTRUCTION. LABEL PHOTOS WITH SITE
CASCADE AND NEW BEING DEPICTED. CAMERAS USED TO TAKE PHOTOGRAPHS
SHALL CPS ENABLED SUCH THAT THE CPS COORDINATES ARE,INCLUDED IN THE
PHOTO MEDA-FILE INFORMATION.
COMMISSIONING:
PERFORM ALL COMMISSIONING AS REQUIRED BY APPUCABLE MOPS
INTEGRATION:
PERFORM ALL INTEGRATION ACWFES AS REQUIRED BY APPLICABLE MOPS
SECTION 11 700 - ANTENNA ASSEMBLY, REMOTE RADIO UNITS AND CABLE
INSTALLATION
SUMMARY. .
THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRH'S. AND CABLE EQUIPMENT, INSTALLATION,
AND TESTING OF COAXIAL FIBER CABLE.
ANTENNAS AND RRH'5:
THE NUMBER AND TYPE OF ANTENNAS AND RRH'S TO BE INSTALLED IS DETAILED ON ME
CONSTRUCTION DRAWINGS.
HYBRID CABLE'
HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE. CABLE SHALL
BE INSTALLED PER THE CONSTRUCTION DRAWINGS AND THE APPLICABLE MANUFACTURER'S
REQUIREMENTS. _
JUMPERS AND CONNECTORS'
FURNISH AND INSTALL 1/2- COAX JUMPER CABLES BETWEEN THE RRHS AND ANTENNAS. JUMPERS
SHALL BE TYPE WE 4, FLC 12-50. CR 540. OR FXL 540. SUPER-FLEX.CABLES ARE NOT
ACCEPTABLE. JUMPERS BETWEEN THE RRH'S AND ANTENNAS OR TOWER TOP AMPLIFIERS SHALL
CONSIST OF 1/2 INCH FOAM DIELECTRIC, OUTDOOR RATED COAXIAL CABLE, MIN LENGTH .FOR
JUMPER SHALL BE SO AS TO, ALLOW FOR THE PROPER BEND RADIUS PER MANUFACTURER OR
SPRINT SPECIFICATIONS.
-
REMOTE ELECTRICAL TILT (RET) CABLES:
VIS%4_LIU EAN OUS:
INSTALL SPUTTERS. COMBINERS. FILTERS PER RF DATA SHEET. FURNISHED BY SPRINT
THE CONTRACTOR SHALL. ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE INSTRUCTIONS
SUPPUED BY THE MANUFACTURER. ANTENNA HEIGHT, AZIMUTH; AND FEED ORIENTATION INFORMATION
SHALL BE AS DESIGNATED ON THE CONSTRUCTION DRAWINGS.
A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE BOTTOM
STRUT IS LEVEL. THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN 1 DEGREE
B. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED ON
THE DRAWINGS.
FIBER CABLE INSTALLATION:
A. THE CONTRACTOR SHALL ROUTE, TEST. AND INSTALL ALL CABLES AS INDICATED ON THE
CONSTRUCTIONDRAWINGSAND IN ACCORDANCE WITI THE MANUFACTURER'S RECOMMENDATIONS
B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURERS
SPECIFICATIONS FOR BENDING RADII.
C. EXTREME CARE SHALL BE TAKEN TO. AVOID DAMAGE TO THE CABLES DURING HANDLING AND
INSTALLATION.
1. FASTENING. MAIN FIBER CABLES:
a. LATTICE AND GUYED TOWERS;
ALL CABLES SHALL BE PERMANENTLY FASTENED TO THE COAX LADDER AT 4'-W
OC USING NON-MAGNETIC STAINLESS STEEL CLIPS.
B. MONOPOLE
ALL CABLES. SHALL BE PERMANENTLY SUPPORTED WITH HOISTING GRIPS AT INTERVALS OF NO
MORE THAN 200FEET (ONE HOISTING GRIP PER COAX). A HOISTING GRIP SHOULD BE
INSTALLED AT MID -POINT IF CABLE RUN EXCEEDS 200' AS WELL AS TOP SIDE.
2. 'FASTENING INDIVIDUAL FlBER AND DC CABLES ABOVE BREAKOUT. ENCLOSURE (MEDUSA), WITHIN
THE MMBTS CABINET AND MY. INTERMEDIATE DISTRIBUTION BOXES:
a. FIBER: SUPPORT FIBER BUNDLES USING 1/2' VELCRO STRAPS OF THE REQUIRED LENGTH
0 113' 01 STRAPS SHALL BE UV; OIL AND WATER RESISTANT AND SUITABLE FOR
INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL
5. DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP TIES TO BE W
STABILIZED. BLACK NYLON. WITH TENSILE STRENGTH AT 12,000 PSI AS MANUFACTURED BY
NELCO PRODUCTS OR EQUAL
3. FASTENING JUMPERS. FASTENING OR SECURING JUMPERS SHOULD CONSIST OF STAINLESS
STEEL CUPS, 18` FROM REAR OF CONNECTOR AND 24" THEREAFTER AND AT NO TIME SHALL
THEY CONTACT TOWER OR STRUCTURAL STEEL.
4. CABLE INSTALLATION:
a: INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE, NOTIFY THE CONSTRUCTION
MANAGER:
5. CABLE ROUTING: CABLE INSTALLATION SHALL BE PUNNEO TO ENSURE THAT THE LINES
WILL BE PROPERLY ROUTED IN THE CABLE.ENVELOP AS INDICATED ON THE DRAWINGS.
AVOID TWISTING AND CROSSOVERS.
c. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED MANUFACTURES
RECOMMENDED MAXIMUM. BEND. RADIUS.
S. GROUNDING OF TRANSMISSION' UNES: ALL TRANSMISSION UNES SHALL BE GROUNDED AS INDICATED ON
DRAWINGS. -
6. HYBRID CABLE COLOR CODING: ALL COLOR CODING SHALL BE AS REQUIRED. PER LATEST VERSION OF
TS 0200.
7. HYBRID CABLE LABELING: INDIVIDUAL HYBRID AND CC BUNDLES SHALL BE LABELED
ALPHA -NUMERICALLY ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV 1.
WEATHERPROOFING -EXTERIOR CONNECTORS -AND HYBRID CABLE GROUND KITS:
A ALL FIBER & COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED.
WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALLATIONS MUST BE DONE
IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY BEST PRACTICES.
t. COLD SHRINK:. ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND PROVIDE A. DOUBLE
WRAP OF 2' ELECTRICAL TAPE EXTENDING 2" BEYOND TUBING. PROVIDE 3M COLD SHRINK CXS
SERIES OR EQUAL - -
2. SELF -AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP OF SELF -AMALGAMATING
TAPE 2` BEYOND CONNECTOR.- APPLY A SECOND WRAP OF SELF-AMALGAMATNG TAPE IN
OPPOSITE DIRECTION. APPLY DOUBLE WRAP OF 2' WIDE ELECTRICAL TAPE EXTENDING 2'
BEYOND THE SELF -AMALGAMATING TAPE.
3. 3M SLIM LOCK CLOSURE 716: SUBSTITUTIONS WILL NOT BE ALLOWED.
D�TIST�aIaL:l�1:�141:i�T�Fi:I•Si.Tvia4M/1:1i
Sprint
851 TRAFALGAR COURT SURE 300
MNTIAND. A. 32751
SPAIN TOWER
M135XCO01
FOR
19" Dewberry®
DeWbeirry Engineers Inc.
¢W NORFH MAGNOW AVE.
SUITEIOW
PHONE O07.M 512
PHONE:AO9bXISII0
FAX: 90)BaB C831
DRAWN BY:
HMP
REVIEWED BY:
NRK
CHECKED BY:
JA4
PROJECT NUMBER:
50078995
JOB NUMBER:
500886]Y
SITE ADDRESS:
6189 NORTH US 1
FORT PIERCE, FL 34946
SHEET TITLE
SPRINT
SPECIFICATIONS
SHEET NUMBER
SP-1
SECTION it 800 — INSTALLATION OF MULTIMODAL BASE STATIONS (MMBTS) AND
RELATED EQUIPMENT "
SUMMARY, .
A THIS SECTION SPECIFlES MMBTS CABINETS, POWER CABINETS, AND INTERNAL EQUIPMENT
INCLUDING BUT NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS, BASE BAND UNITS,
SURGE ARRESTORS. BATTERIES, AND SIMILAR EQUIPMENT FURNISHED BY THE COMPANY FOR
INSTALLATION BY THE CONTRACTOR (OFCI).
B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND PROVIDE ALL
LABOR REQUIRED FOR. INSTALLATION EQUIPMENT IN EXISTING CABINET OR NEW CABINET AS
SHOWN ON DRAWINGS AND AS REQUIRED BY THE APPLICABLE INSTALLATION MOPS.
C. COMPLY WITH MANUFACTURERS INSTALLATION AND START—UP REQUIREMENTS
QC CIRCUIT BREAKER LABELING
A NEW DC CIRCUIT IS REQUIRED IN MMBTS CABINET SHALL BE CLEARLY IDENTIFIED AS TO RRH
BONG SERVICED.
SECTION 26 100 — BASIC ELECTRICAL REQUIREMENTS
SUMMARY:
THIS SECTION SPECIFlES BASIC ELECTRICAL REQUIREMENTS FOR SYSTEMS AND COMPONENTS.
QUALITY ASSURANCE:
A. ALL EOUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LIBELS AND USTINGS WHERE
SUCH LABELS AND LISTINGS PRE AVAILABLE IN THE INDUSTRY.
B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH
THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE PROPOSED
USE FOR THIS PROJECT,
C. MANUFACTURERS OF' EQUIPMENT, ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26OF
THE SAME WE SHALL BE OF THE SAME MANUFACTURER' AND SHALL BE NEW, OF THE BEST
QUALITY AND DESIGN. AND FREE FROM DEFECTS.
SUPPORTING DEVICES:
A ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND U51NGS WHERE
SUCH LABELS AND LISTINGS' PRE AVAILABLE IN THE INDUSTRY:
B. MANUFACTURERS OF'EGUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH
THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE PROPOSED
USE FOR THIS PROJECT.
C. MMUFACTURFRS OF FOUIPMENT: ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF
THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER: AMID SHALL BE NEW, OF THE BEST
QUALITY AND DESIGN, AND FREE FROM DEFECTS,
SUPPORTING DEVICES:
A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO COMPUANCE WITH REQUIREMENTS,
PROVIDE PRODUCTS BY THE FOLLOWING:
1. ALLIED TUBE AND CONDUIT
2.B-LINE SYSTEM
3. UNISTRM DIVERSIFIED PRODUCTS.
4.'THOMAS & BETTS
B. FASTENERS: TYPES,. MATERMQS, AND CONSTRUCTION FEATURES AS FOLLOWS:
1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE WE.
2. POWER -DRIVEN THREADED MOS:. HEAT -TREATED STEEL, DESIGNED SPECIFICALLY FOR THE
INTENDED SERVICE.
3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD.
4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS.
5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY.
6. MACHINE SCREWS, WELDED THREADED MOS. OR SPRING -TENSION CVJJPS ON STEEL.
Z. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED.
B. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN THREADED STUDS TO. STEEL
STRUCTURES.
9.IN PARTITIONS OF LIGHT STEEL CONSTRUCTION, USE SHEET METAL SCREWS.
SUPPORTING DEVICES:
A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND PERMANENTLY
IN ACCORDANCE WITH, NEC.
B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES.
C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. FASTEN ELECTRICAL ITEMS AND THEIR
SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH THE FOLLOWING:
1. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT OF THE
PROOF TEST LOAD.
2. USE VIBRATION AND SHOCK -RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE SLABS.
ELECTRICAL IDENTIFICATION:
A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET. INSIDE
DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM.
B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION UGHTING EQUIPMENT SHALL BE CLEARLY
IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PLANELOAD.
SECTION 26 200 - ELECTRICAL MATERIALS AND EQUIPMENT CONDUIT:
ONS ABOVE
A RIGID GALVANIZED STEEL (RGS) CONDUIT SHALLCATIO BE D FLOOR EXTERIOR LOC
ATIONS E
GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN CONCRETE. RIGID
CONDUIT AND FITTINGS SHALL BE STEEL. COATED WITH ZINC EXTERIOR AND INTERIOR BY THE HOT
DIP GALVANIZING PROCESS. CONDUIT SHALL BE PRODUCED TO ANSI SPECIFICATIONS C80.1.
FEDERAL SPECIFICATION WW-C-581 AND SHALL BE LISTED WITH THE UNDERWRITERS'
.LABORATORIES. FITTINGS SHALL BE THREADED - SET SCREW OR COMPRESSION FITTINGS WILL NOT
BEACC
BE ACCEPTABLE.. RGS CONDUITS SHALL BE MANUFACTURED', BY AWED, REPUBLIC OR WHEATIAND.
B. UNDERGROUND CONDUIT IN, CONCRETE SHALL BE POLWNYLCHLORIOE (PVC) SUITABLE FOR DIRECT
BURIAL AS APPLICABLE: JOINTS SHALL BE BELLED. AND RUSH SOLVENT WEEDED IN ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE CARLON ELECTRICAL PRODUCTS OR
APPROVED EQUAL-
C. TRANSITIONS BETWEEN PVC AND RIGID (RGS) SHALL BE MADE WITH PVC COATED METALUC LONG
SWEEP RADIUS ELBOWS.
D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES CONCEALED IN
WALLS AND CEILING. EMT SHALL BE MILD STEEL, ELECTRICALLY WELDED,. ELECTRO-GALVANIZED OR
HOT -DIPPED GALVANIZED AND PRODUCED TO ANSI SPECIFICATION C80.3. FEDERAL SPECIFICATION
WW-C-563, AND SHALL BE UL UI EMT SHALL BE MANUFACTURED BY ALLIED. REPUBUC OR
WHEATLAND, OR APPROVED EQUAL. FITTINGS SHALL BE METALLIC COMPRESSION. SET SCREW
CONNECTIONS SHALL NOT BE ACCEPTABLE.
E. UQUID TGHT'. FLEXIBLE.METAWC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO EQUIPMENT.
FITTINGS SHALL BE METALLIC GUJdD TYPE COMPRESSION FITTINGS. MAINTAINING THE INTEGRITY OF
CONDUIT SYSTEM. SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. MAXIMUM LENGTH ON
FLEXIBLE CONDUIT SHALL NOT EXCEED 6-FEET. LFMC SHALL BE PROTECTED AND SUPPORTED AS
REQUIRE BY NEC. MANUFACTURERS' OF FLEXIBLE CONDUITS SHALL BE CAROL, ANACONDA METAL
HOSE OR UNIVERSAL METAL HOSE. OR APPROVED EQUAL.
F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21MM).
HUBS AND BOXES:
A AT ENTRANCES TO CABINETS OR OTHER'. EQUIPMENT NOT HAVING INTEGRAL THREADED HUBS
PROVIDE METALLIC THREADED HUBS. OF THE. SIZE AND CONFIGURATION REQUIRED. HUB SHALL
INCLUDE LOCKNUT AND NEOPRENE 0-RING SEAL. PROVIDE IMPACT RESISTANT 105 DEGREE C
PLASTIC BUSHINGS TO (PROTECT CABLE INSUTATON.
CABLE TERMINATION FITTINGS FOR CONDUIT
A. CABLE' TERMINATIONS FOR RGS CONDUITS SHALL BE TYPE CRC BY 0-Z/GEDNEY OR EQUAL BY
ROX TEC.
B. CABLE TERMINATORS FOR LFMC SHALL BE ETCO - CL2075; OR MADE FOR THE PURPOSE
PRODUCTS BY ROXTEC.-
C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE PLATED CAST
ALLOY; HEAVY DUTY, WEATHERPROOF, DUST PROOF, WITH GASKET, PIATEO IRON ALLOY COVER AND
STAINLESS STEEL COVER SCREWS. CROUSE-HINDS WAB SERIES OR EQUAL.
D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKETEO COVERS. OUTLET
BODIES SHALL BE OF THE CONFIGURATON AND SIZE SUITABLE FOR THE APPLICATION. PROVIDE
CROUSE-HINDS FORM 8 OR EQUAL.
E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN. SQUARE "D". CROUSE-HINDS.
COPPER, ADALEI, APPLETON. 0-Z CONEY. MO. OR APPROVED EQUAL
SUPPLEMENTAL GROUNDING SYSTEM
A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM TO THE EXTENT INDICATED ON THE
DRAWINGS. SUPPORT SYSTEM WITH NON-MAGNETIC. STAINLESS STEEL CLIPS WITH RUBBER
GROMMETS. GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE. SIZES AS INDICATED ON
THE DRAWINGS. PROVIDE STRANDED OR SOLID BARE OR INSULATED CONDUCTORS EXCEPTED AS
OTHERWISE NOTED.
B. SUPPLEMENTAL' GROUNDING' SYSTEM: ALL CONNECTIONS TO BE MADE WITH CAD WELDS, EXCEPT AT
EQUIPMENT USE LUGS OR OTHER AVAILABLE CROUNDING:MEMS AS REQUIRED BY MANUFACTURER;
AT GROUND BARS USE. TWO HOLE SPADES WITH NO OX.:
C. STOLEN GROUND -BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT SPRINT CM FOR
REPLACEMENT INSTRUCTION USING THREADED ROD KITS.
EXISTING STRUCTURE:
A EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS, RECEPTACLES, SWITCHES, DEVICES. BOXES,
AND OTHER EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE COMPLETED PROJECT SHALL BE
REMOVED OR OE -ENERGIZED AND CAPPED IN THE WALL, CEILING, OR FLOOR SO THAT THEY ARE
CONCEALED AND SAFE. WALL, COUNG, OR FLOOR SHALL BE PATCHED TO MATCH THE ADJACENT
CONSTRUCTION.
CONDUIT AND CONDUCTOR INSTALLATION:
A CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS
AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE
PERMITTED. CLOSELY FOLLOW THE UNES.OF. THE STRUCTURE, MAINTNN.CLOSE PROXIMITY TO THE
STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND
OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A
NEAT AND WORKMANLIKE MANNER, PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND
CEIUNG LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTONS. ENDS OF CONDUITS
SHALL BE TEMPORARILY' CAPPED TO PREVENT CONCRETE. PLASTER OR DIRT FROM ENTERING.
CONDUITS SHALL BE RIGIDLY CIAMPED TO BOXES .BY GALVANIZED MALLEABLE IRON BUSHING ON
INSIDE MD GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE.
B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE.
GENERAL NOTE:
A CONTRACTOR. SUBCONTRACTORS AND ANY SITE SPECIFIC PART/ PRODUCT/ CONCEALMENT
MANUFACTURER TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
MANUFACTURING. FABRICATION OR CONSTRUCTION.
SPRINT CONSTRUCTION SPECIFICATIONS MINI -MACRO CELL SITES'
1. BASIC REOUIREMENTS
A. MEET ALL REQUIREMENTS OF JURISDICTIONS.
B. IF EQUIPMENT FURNISHED BY COMPANY DOES: NOT MATCH EQUIPMENT USTED ON THE RFDS AND SHOWN
ON THE PERMITTING DRAWINGS, RESOLVE DISCREPANCY THROUGH INSTALLER'S CONSTRUCTION MANAGER
AND COMPANY'S POINT OF CONTACT.
C. CABLE INSTALLATIONS
ALL CABLES MUST BE OUTDOOR RATED AND HAVE W RESISTANCE OUTER JACKET.
b. CABLE BENDS MUST NOT EXCEED MANUFACTURER'S ALLOWABLE CABLE BEND RADII.
<. AT WIDE INSTALL SERVICE LOOPS FOR POWER. FIBER AND ETHERNET SECURED AT LEAST TWICE AT
180 TO THE STRUCTURE.
J. SPARE FIBERS MUST BE ENCASED IN A LOW PROFILE WEATHERTIGHT ASSEMBLY.
D. 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 THAT 48".INTERVALS.
G. ON TOWER SITES RGS CONDUITS MY BE SURFACE MOUNTED AWAY FROM WALKWAYS AND
ACCESS/EGREES PATHS. IF INSTALLATIONS' IN WALKWAYS AND ACCESS/EGRESS PATHS CANNOT BE
AVOIDED, IDENTIFY THE CONDUIT ENVELOPE/_MIP HAZARD BY ALTERNATING YELLOW AND BLACK STRIPES
PAINTED ON, CONCRETE AND CONDUIT.
2. SPRINT FURNISHED EQUIPMENT
A. INSTALL THE FOLLOWING EQUIPMENT AT LOCATIONS AND AZIMUTHS SHOWN ON THE CONSTRUCTION
DRAWINGS.
a. PANEL ANTENNAS.
b. RADIOS.
a. CAPS ANTENNAS.
d. FILTERS.
e. 120 VOLT DIN -RAIL CIRCUIT BREAKER ASSEMBLY.
3. TOWER INSTALLATION
A. MEET ALL REQUIREMENTS OF THE TOWER OWNER.
B. INSTALL CORRUGATED FLEXIBLE CONDUIT UP THE TOWER TO COMPANY RAD CENTER.
C. PROVIDE HANGING GRIPS OR CONDUIT CLAMPS AND ENSURE CONDUITS AS WELL AS INNER CABLES ARE
SUPPORTED.
D. CONDUIT RISERS: AT TOP OF TOWER TURN CONDUIT DOWN AND PROVIDE CABLE TERMINATION. FITTINGS.
EXTEND CABLES TO RADIOS EXPOSED AND SECURED TO STRUCTURE. AT CONDUIT EXIT FROM.TOWER.
PROVIDE DRIP LOOPS AND WEEP HOLES.
E. AT ICE BRIDGE RUN CABLES IN RGS CONDUIT. UTILIZE CONOULES TO MAKE COMPACT 90 DEGREE TURN.
4. AC POWER TE-IN
A INSTALL SPRINT'S 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 PE
POWER SECTION LOAD CENTER.
5. GROUNDING
A 120 VOLT CIRCUITS: POWER CABLES MUST BE 3-WIRE WITH EQUIPMENT GROUNDING CONDUCTOR.
B. SUPPLEMENTAL GROUNDING: ALL GROUNDING HARDWARE MUST BE UL STAMPED. AS SUITABLE FOR
GROUNDING HARDWARE.
C. RADIOS: BOND RADIO TO THE POWER TOP.OR SECTOR GROUND BAR WITH #8 DARE TINNED COPPER
WIRE (GREEN INSULATED ON ROOFTOP).
D. DIN -RAIL CIRCUIT BREAKER ASSEMBLY: BOND SURGE ARRESTOR TO PPC TELCO BOARD GROUND BAR.
6. MINOR MATERIALS - -
A. CONDUIT
a. RIGID GALVANIZED STEEL CONDUIT (RGS): UL LISTED, COMP11AW WITH ANSI STANDARD C80. HOT -DIP
GALVANIZED WITH THREADED FETING. MANUFACTURERS: AWED, REPUBUC, WHEATAND, OR EQUAL.
b. CORRUGATED FLEXIBLE CONDUIT: DURAUNE OR EQUAL..
c. UQUID-TIGHT FLEXIBLE METAWC CONDUIT' (LFMC): UL.LMELED, UV RESISTANT, FLAME RETARDANT
PVC JACKET. HOT -DIP GALVANIZED, GRAY. MANUFACTURER'S: AFC. ANACONDA, SOUTHWIRE OR EQUAL
d. WC CONDUIT: SCHEDULE 4- CARLON OR EQUAL. -
B. COAXIAL CABLE JUMPERS: 1/2" LOF-4 MANUFACTURERS: COMMSCOPE. RFS OR ET.
C. FASTENERS AND HARDWARE ..
a. TO SECURE RACEWAYS, MUM NON CORRODING NON-MAGNETIC METALLIC FASTENERS AND HARDWARE
SUITABLE FOR THE PURPOSE.
D. POWER CABLES-3/C 012 SCOW BY SOUTHWIRE OR EQUAL
E. ETHERNET -CABLES AND CONNECTOR: OUTDOOR RATED, CAT SE, BELOW OR EQUAL. -
F. FIBER CABLES: CORNING "FREEOOM FAN OUT" OUTDOOR RISER CABLE, 4F, SINGLE MODE, OR EQUAL.
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.)
Z. COLOR CODING
A COLOR CODE CABLES MO CONDUITS AS REQUIRED BY SPRINT STANDARD TS-0200.
e. TESTING AND CONSTRUCTION COMPLETE
A SWEEP ALL COAXIAL CABLES ACCORDING TO SPRINT STANDARD TS-0200.
B. PANEL ANTENNA AUGNMENT-USING ELECTRONIC ALIGNMENT TOOL. AZIMUTH/DOWNTILT B 1 DEGREE.
C. LEAVE EQUIPMENT OE -ENERGIZED UNTIL INSTRUCTED BY THE COMMISSIONING AND INTEGRATION TEAM TO
ENERGIZE.
D. OTHER REQUIREMENTS AND DELNERABLES MAY BE REQUIRED BEFORE THE CONSTRUCTION COMPLETE
MILESTONE CAN BE ACTUAUZED IN SITERRA (SPRINT'S DATABASE -OF -RECORD).
Sprint
851 TRAFALGAR COURT.SUITE 300
MAM AND; FL 32751
SPAIN TOWER
M135XCO01
CONSTRUCTION - DRAWINGS
0 10/11/17 M5 m FOR OObTRLTIGI
Dewberry®
Dewberry Engineers Inc.
6XINORTHNA,D AVE.
SURE 1000
ORLPNOO, FL 3280
PHONE: 107JW Slm
Fri.ae°°,
'
0 . ;pENs
.4/r•• N •��:
*0440F
0005(AAA-•� 0 R OP_``;G��`V
.•.....••'I A
FLO
IT
N1XEY„Aa ACHNO Y 0@ TIE DPOISON.
RON'OIHA
IKmN mlUISONN. F�NOR TO'tLTE0. THIS
DRAWN BY:
HMP
REVIEWED BY,
NRK
CHECKED BY:
JAA"
PROJECT NUMBER:
5007BS95
JOB NUMBER:
500886T1_
SITE ADDRESS:
6189 NORTH US 1
FORT PIERCE, FL 34946
SHEET TTE
SPRINT
SPECIFICATIONS
SHEET NUMBER
SP-2
TO
E;St',q
,.dge
NOTES:
1. NORTH ARROW SHOWN AS APPROXIMATE.
2. SOME EXISTING & PROPOSED INFORMATION NOT SHOWN FOR
CIRRI - --
3. CONTRACTOR TO VERIFY ALL EXISTING SITE INFORMATION &
NOTIFY SPRINT & DEWBERRY ENGINEERS OF ANY
DISCREPANCIES PRIOR TO START OF CONSTRUCTION.
4. DEWBERRY WAS NOT PROVIDED WITH OR CONTRACTED TO
PERFORM A STRUCTURAL ANALYSIS ON THIS SRE. STTE
RELATED IMBROVEMENTS_ARE NOT TO.BEiINSTAIiEO
WITHOU1 PASSING STRUCTUR *NPLYSIS:
5. Al PROPOSED EQUIPMENT INCLUDING ANTENNAS, COAX.
SURGE ARRESTORS. RRUS. ETC. SHALL BE MOUNTED IN
ACCORDANCE WITH THE MOUNT ANALYSIS REPORT BY
OEWBERRY ENGINEERS INC., DATED 09/22/17.
6. PLANS BASED ON DRAWINGS BY MORRISON HERSBELD, REV.
2. DATED 11/19/13. UNE AND ANTENNA MAPPING REPORT
BY TOWER ENGINEERING PROFESSIONALS, DATED 07/06/17.
& SITE MST BY DEWBERRY ENGINEERS INC., DATED
09/22/17.
PROPOSED SITE PLAN ('1
SCALE: 1/16'-V FOR 11"07'
1/8'=1' FOR 22"x34'
0' 4' e' 16'
AGL. = ABOVE GRADE LEVEL
C.G. = CENTER LINE
CABLE LENGTHS
FIBER — JUNCTION BOX 31 Ol
TO RRH
JUMPER — RRH TO ANTENNA B'i
Ex,et rq. L,gdtn ng
Rod (TYP) - L of �E18Be co -
Elea. st - -0 A.G L.
1 t Taa of Eastlng Guyed Towe=
Ele, = 480'-0'2 AG L
C L oft, a
n 4a2 0 3 A.G.L
Esadnq AOtenna
QvP-) [By ahery�
C L of
. a14 6 S AGL.
-
— __/D
GL of En"ll, Ante—
_
Elev. = 410'-0"3 A.G L
Jade
as C.L of E,Istfna Anienn
Eler = JY-0'} q G1
�____
' Wide
aL of E.atrtennos
Bev.... = 3R0'-6't
CL of E,,stlno Anfort
El- = 356' 0"3
- _ C L of Existing Antennas
Elev. = 317'-0'1 A.GL
Ex,st,q 480'2 Toll
Guyed Tower
C.L of E,atna Bin_ _
�I 40 0 } AG.L
L f E.ismA 1 as__
A
PROPOSED RRUS-82 MOUNTEDA
IEl 226 0 AG.L
5
BACK-TO-BACK BEHIND PROPOSED
ANTENNA ON PROPOSED RRU MOUNT
C L f ExIsTA t
—I 206 6 AG'
C-4
(PROP .PER SECTOR, 3 TOTAL)
_
CL f E19�A 1
_
eBACK-TO-6ACK
PROPOSED RRUS-11 MOUNTED
BEHIND PROPOSED
ANTENNA
EIe 195 0 A.G.L .
L f Ex E pty Antenna
Mounl
C-4
ON PROPOSED RRU MOUNT--�
T_1 PER SECTOR, 3 TOTAL)
EI v. 193 8 2 A.G L.
C.L OF.PROPOSED SPRINT_ ANTENNAS
ELEA = 182'-0"t AG.L
2 4 PROPOSED SPRINT 800/2500 MH2 ANTEN(TYP:1 PER SECTOR, 3-TOT\
1 3 PROPOSED SPRINT NV At
C-4 C-4 (TYP.-1 PER SECTOR, 3
SPRINTff
E+Isfng Antenna
(Tya.) (By Otners)
1. TAPO VERIFY RAD CENTER UPON
CORINT EQUIPMENT INSTALLATION
Exsrmq Balding
Ebro SPrfot
ipm Equent Pads
Exlstng Nv Antenna
(Typ-1Per Sector_ 3 TO@I)
CCL of Exisl_ o Anterncs___
Elev. = 104'-6't AG.L
INSTALL PROPOSED
Exi 6, Cron
Ling Fence (Ty,.)
PROPOSED ELEVATION ,
SCALE: 1"-60' FOR 11'x17" L
1'=30' FOR 22'x34"
0� .
Exstina Grade
Ef— = 0'-0"3 AGL
Sprint*
851 TRAFALGAR COURT SUITE 300
MAIRAND, FL 32751
SPAIN TOWER
M135XCOOI
10/11/17 ISSUED FOR C]6RLTICM
9 Dewberry®
Dewberry Engineers Inc.
BOO NORTH MAGNOLIAI
SUI 41.
OHI-ARM' FL3 ScS,
PHONE W7
.843.5120
. ,f11T i Mt:pyT� O8S4
o° F e
L v 106Z
N0.
� ' IILLI
• � W
�aQ• 2
R IS A NOIATON 6 UNV PSt M POISON. UNlE55
TIEV . KIMO LI..i gt.. 0f A
LKEHsm PAOi6LONO- ENGINEER To'Al1FA T9S
000uT1ENT.
DRAWN BY: HMP
REVIEWED BY. MIRK
CHECKED BY: JAA
PROJECT NUMBER: 50078995
JOB NUMBER: 500886T1
SITE ADDRESS:
6189 NORTH US 1
FORT PIERCE, FL 34946
SHEET TITLE
PROPOSED SITE PLAN
ELEVATION
SHEET NUMBER
C-1
Existing Hybud Coble Routed
Along Existing Cable Bridge
Etistmg Sprint
Cable Troy (Typ.)
0
-------------------
Existing Sprint
RES 6102 Cabinet
(TO REMAIN)
NOTES,
1. NORTH ARROW SHOWN AS APPROXIMATE.
2. SOME EXISTING & PROPOSED INFORMATION NOT SHOWN FOR
Cl
1 CONTRACTOR TO VERIFY ALL EXISTING SITE INFORMATION &
NOTIFY SPRINT & DEWBERRY ENGINEERS OF ANY
DISCREPANCIES PRIOR TO START OF CONSTRUCTION.
4. DEWBERRY WAS NOT PROVIDED WITH OR CONTRACTED TO
PERFORM A STRUCTURAL ANALYSIS ON THIS SITE SITE
RELATED IMPROVEMENTS ARE NOT TO BE INSTALLED
WITHOUT A PASSING STRUCTURAL ANALYSIS.
5. ALL PROPOSED EQUIPMENT INCLUDING ANTENNAS. COO.
SURGE ARRESTORS. RRU'S. ETC. SHALL BE MOUNTED IN
ACCORDANCE WITH THE MOUNT ANALYSIS REPORT BY
DEWBERRY ENGINEERS INC.. DATED 09/22/17.
6. PLANS BASED ON DRAWINGS BY MORRISON HERSRELO, REV.
2. DATED 11/19/13. UNE AND ANTENNA MAPPING REPORT
BY TOWER ENGINEERING PROFESSIONALS, DATED 07/06/17.
& SITE VISIT BY DEWBERV ENGINEERS INC., DATED
09/22/17.
E.;,d , Sprint
BBS 6102 Cabinet
(TO REMAIN)
Sprint
1t Pad
Existing PPC
Mounted o
OLllty Frame \
E+Isbng Telco
Mounted on
Utility Frame
1-4
F,dtlrg Flblr
Be, M0un4eds on
u0n, me
EXISTING EQUIPMENT PAD �1
SCALE: 1/4'=1' FOR 11'z17"
1/2'=1"- FOR 22".34'
0' 1' 2' 4'
� N
r
2
Jta Id'-0"
ti
Eu,m Sprint S
Eqquipment Pad Ok
iQT
Evisbng utility —4't
Frame (Typ.) luttell PRRPIICFII FIRFR
rEx,song Start
ErsD
4on p
I Cable Troy (Typ.)
Meter Mounted
Paddy
Forme
------------------
I
_Existing GPS Arbnna
Mounted on Jolly Frame
ELspng Sprint EHsbng Sprint
RES 6162 Cabinet RRs FID? Cabinet
Cribb, Sprint
Epwpment Pod
Exkbng PPC
Mounted
JUlty Frame
Existing Talc
Mounted
r � unlit; FrmI
Ezisbbg Fb-
Boa Mountetl en
Jbnty Forme
PROPOSED EQUIPMENT PAD
SCALE: 1/4'=1' FOR 11'x17' L
1/2'=1" FOR 22'x34'
0' 1' 2' 4'
Existing Sprint
'Equipment Pod
_E+Isbng Utility
Frame (Typ.)
Emisting Dsc nneat
& Meter Mounted
on Utility Frame
:Pc Antenna
an Ltility Frame
Sprint �//
851 TRAFALGARCOURT SUITE 300
MAITIAND. FL 32751
SPAIN TOWER
M135XCO01
1�
jj Dewberry®
Dewbeiry Engineers Inc.
=)NORTH MAGNOUAAVE.
SUITE 10w
ORIANOO, FL MIXG
PHONE:40].eaa=t20
FAY.'LOT.ZGB.E
DRAWN BY: HMP
REVIEWED BY: NRK
CHECKED BY: JAA"
PROJECT NUMBER: 50078955
JOB NUMBER: 50088671
SITE ADDRESS:
6189 NORTH US 1
FORT PIERCE, FL 34946
SHEET TIRE
EXISTING & PROPOSED
EQUIPMENT PLANS
SHEET NUMBER
MM
E,gta
g RRUE_31 Sprint'
(TyP—r Per seotar. 3 Total)
PROPOSED UNIVERSAL SXK1 RRU MOUNT KIT
EQUAL (T P/N: SXK10]2839/1 OR APPROVED 2
E*stag PROS-J1 42 EQUAL) (IY I PER SECTOR, 3 TOTAL) AND
° (Typ.-I Per Eector. 3 iof°1) yy EXPANSION KR (ERICSSON P/Ns S%N1072839/2 OR C-5 851 TRMAMILAR COURT.751 300
N o (TO REMAIN) N Nm MARIAND. FL 32]51
IS - A3 ge 1 1' (CONNECT IT P/N:S HOS412M DOP 2 v AJ APPROVED EQUAL) (2 MOU PER SECTOR, 3 TOTAL)
KITAS
PROPOSED RRUS-82 MOUNTED BACK
i i S-1 S-2 OR APPROVED EQUAL) TO BACK BEHIND PROPOSED 5
A" QYP.-1 PER SECTOR, } TOTAL) q2 ANTENNA ON PROPOSED RRU MOUNT C-4
rc rc (TYP.-1 PER SECTOR, 3 TOTAL) SPAIN TOWER
Al Al
Li
M135XC001
Enll eon MHz EMIR Lion CONSTRUCTION. -DRAWINGS
Existing 4eO2 To" Existing BOO MHz SILR Flfer Elting 400'} Tall (Typ-I Per Sector. 3 Total)
Guyed Town, (Typ.-1 Per Sector, 3 Total) Cuyed Tower
(TO REMAIN)
Liao, Stiff -Arm EXISTING RELOCATED STIFF ARM
iTYn-r1 P 5_cfon, J Total) -ATTACHED 6- FROM THE END I
G3 (CONNECTION POINT TO MOUNT G3 OF THE MOUNT S-1
TO BE RELOCATED) (TYR.-1 PER SECTOR. 3 TOTAL)
e / PROPOSED SPRINT 2500 MHZ FILTER GI C_5 (TYP.-1 PER SECTOR, 3 TOTAL) 0 J10/111/117E8ID FOR COSIFUCIN21
t j DI
Dewberry
Z E. so 9 RRUS 11 G2 Ex,stag RRUS 11 --- -- - - -
(Typ_ 1 Par Sedar. 3 Trial) OR (P,-,1 Pe, Sector, 3 Total).
(TO REMAIN) SECT Dewberry Engineers Inc.
B2 MN lM�H - B2 eLVNORTHMACNOIIAAVE.
P'T p9Mo GASP PZ SUITE 1000
�' ORIANDO FLffi�3
E.isLlrg NVV-Antenna B P.HONE:40IMOt120
(Typ.-1 Pe, Sector, 3 Total) �''0 1 3 PROPOSED SPRINT NV ANTENNA 0.9Nm '1111"' T846896C
(TO BE REMOVED & REPLACED)
C1 33an C-4 C-4 (TYP: 1 PER SECTOR. 3 TOTAL)
yC1'i GI B3
ePROPOSED RRUS-11 MOUNTED BACK
TO BACK BEHIND PROPOSED
ANTENNA
ANNA ON PROPOSED RRU MOUNT PROPOSED SPRINT 800/2500 MH2 ANTENNA 2 4 : �Z:•• (r
C-4 (TYP.-1 'PER SECTOR, 3 TOTAL) QYP. 1 PER SECTOR, 3 TOTAL) C-4 C-4t4o.
EXISTING ANTENNA LAYOUT
SCALE N.T.S.
NOTES:
1. NORTH ARROW SHOWN AS APPROXIMATE.
2. SOME EXISTING & PROPOSED INFORMATION NOT SHOWN FOR
CLARITY.
3. CONTRACTOR TO VERIFY ALL EXISTING SITE INFORMATION &
NOTIFY SPRINT & DEWBERRY ENGINEERS OF ANY
DISCREPANCIES PRIOR TO START OF CONSTRUCTION.
4. DEWBERRY WAS NOT PROVIDED WITH OR CONTRACTED TO
PERFORM A STRUCTURAL ANALYSIS ON THIS SITE. SITE
RELATED IMPROVEMENTS ARE NOT TO BE INSTALLED
WITHOUT A PASSING STRUCTURAL ANALYSIS.
5. ALL PROPOSED EQUIPMENT INCLUDING ANTENNAS, COAX,
SURGE ARRESTORS. RRUS. ETC. SHALL BE MOUNTED IN
ACCOROANCE.WITH THE MOUNT ANALYSIS REPORT BY
DEWBERRY ENGINEERS INC., DATED 09/22/1T
6. PUNS BASED ON DRAWINGS BY MORRISON HERSFIELD. REV.
2. DATED 11/19/13. UNE AND ANTENNA MAPPING REPORT
BY TOWER ENGINEERING PROFESSIONALS, DATED 07/06/17,
& SITE VISIT BY DEWBERRY ENGINEERS INC.. DATED
09/22/1].
SPRIM RFOUIRFMEM:
1. TAPE 'DROP REQUIRED TO VERIFY RAD CENTER UPON
COMPLETION OF 1HE SPRINT EQUIPMENTINSTALLATION
PROPOSED ANTENNA LAYO�
SCALE! N.T.S.
ANTENNA SECTOR EQUIPMENT SCHEDULE
SECTOR
ANTENNA MODEL
TECHNOLOGY
AZIMUTH
ROAD
CENTER
CABLE
LENGTH
RRU
COUNT
RRU
MODEL
ADDITIONAL
EQUIPMENT
CABLE
FEEDER
1
(E) RRUS-11
(P) APXVSPP18-0-A20
800/190OMHz
350'
182'
310
(E) 8n0 MHz FILTER
(E) HYBRID
1
(E) RRUS-31
'
A PHA
1
(P) RRUS-il
(P) DT4658-2%R
800/2500MHz
350'
182'
310'
(P) 2.5GHz FILTER
(P) FIBER
1
(P) RRUS-82
-
I
(EL RRUS-I1
(P)'APXVSPP.I8-C-A20
800/190OMHz
15T
182'
310'
(E) SGO'MHz FILT€R.
(E) HYBRID
I
(E) RRUS-31
'
BETA
1
(P) RRUS-11
(P) DT465B-2%ft
800/2500MNz
150'
182'
310'
(P), 2.SGHz FILTER
-
1
(P) RRUS-82
1
(EJ RRUS-11
(P) AP)tVSPP19-C-A20
B00/1900MHz
257
182'
310'
(E) 800 MHz FILTER
(E) HYBRID
I
(E) RRUS-31
G MMA
1
(P) RRUS-11
(P) OT4658-2%R
800/25001111z
250'
182'
310'
(P) 2.5GHz FILTER
-
1
(P) RRUS-82
/E(OF
IT
oil
DRAWN BY: PIMP
REOPENED BY. NRK
CHECKED BY: JA4
PROJECT NUMBER: 500]8995
JOB NUMBER: 5FS0671
SITE ADDRESS:
CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING
CONDITIONS AND IDENTIFYING ANY EXISTING CONIE-tM
(INCLUDING BUT NOT LIMITED TO EXISTING COAXIAL
CABLES, SAFETY CUMBS, ETC) AND DETERMINING
TEMPORARY BRACING OR RELOCATION REQUIRED FOR
INSTALLATION OF THE PROPOSED EQUIPMENT. CONTRACTOR
TO CONTACT ENGINEER AND SPRINT CM IMMEDIATELY IN
CASE OF ANY CONFUCTS. THE CONTRACTOR SHALL
RESTORE ALL RELOCATED ITEMS TO PRENOUS CONDITIONS.
6189 NORTH US 1
FORT PIERCE, FL 34946
SHEET TITLE
EXISTING & PROPOSED
ANTENNA LAYOUTS
SHEET NUMBER
1
E1sting An.enno
Vc.rT g Plpe (Typ.)
F1
AOUNT ANTENNA PER
AANUFACTURER'S
2ECOMMENDATIONS.
NEIGHT DOES NOT INCLUDE
AOUNTING BRACKETS.
ANTENNA SPECIFICATIONS
MANUFACTURER i
RFS
MODEL NUMBER
APYVSPPIB-C-A20
DIMENSIONS (H%WXD)
72.0" x 11.8" x 7.9"
WEIGHT
62 LEIS
ISOMETRIC ANTENNA DETAIL �1
SCALE: N.T.S.
I
2 PROPOSED SPRINT 800/2500 MH2 ANTENNA
0_q (TTP.-1 PER SECTOR, 3 TOTAL)
Ei54ng Antanno
Mounting Pipe U's I
NOTES:
1. MOUNT ANTENNA PER
MANUFACTURER'S
RECOMMENDATIONS.
2, WEIGHT DOES NOT INCLUDE
MOUNTING BRACKETS.
ANTENNA SPECIFICATIONS
MANUFACTURER
60MMSCOPE
MODEL NUMBER
DT465B-2xR
DIMENSIONS (HxWxD)
71.9' x 13.8' x 8.2'
WEIGHT
58 LBS
ISOMETRIC ANTENNA DETAIL �1
SCALE: N.T.S. L
PROPOSED ANTENNA TILT BRACKET
PROVIDED W/ ANTENNA
PROPOSED PIPE MOUNTING
BRACKET PROVIDED W/.ANTENNA
III15.0'
PROPOSED RRUS-11 MOUNTED BACK
TO BACK BEHIND PROPOSED ANTENNA
ON PROPOSED RRU MOUNT D_y
(1YP.-1 PER SECTOR. 3 TOTAL)
PROPOSED RRUS-82 MOUNTED BACK.
TO BACK BEHIND PROPOSED ANTENNA 5
ON PROPOSED RRU MOUNT C-d
(TYP.-1 PER SECTOR, 3 TOTAL)
RRU MOUNT KIT
372839/1 OR.
KI PER SECTOR, ]
4KIT e
(ERICSSON P/N: C-5
Do— vol Iei
PER SECTOR. 3 TOTAL),
EO SPRINT 2500 MH2 flLTER
e
PER SECTOR, 3 TOTAL)
C-5
ANTENNA MOUTING DETAIL WITH RRU
SCALE: N.T.S.
RRUS-82
MANUFACTURER:
ERICSSON
MODEL NUMBER:
RRUS-82
DIMENSIONS:
23.82Hx15.0'Wx6.96'D
WEIGHT:
62.0 LBS
(EXCL. MOUNT)
e1 PROPOSED SPRINT NV ANTENNA
Q_y (M -1 PER SECTOR, 3 TOTAL)
PROPOSED ANTENNA TILT BRACKET
PROVIDED W/ ANTENNA
PROPOSED PIPE MOUNTING
`BRACKET PROVIDED W/ ANTENNA
Sprint' p ��
851 T ALGAR COURT SUITE 300
MARLVJD. FL 32751
SPAIN TOWER
RRUS-31
per sector, 3 pow) M135XCO01
EisUng RRUS-11
(Typ —I per sector, 3 total)
Antesn prpe(TYP.)
ANTENNA MOUTING DETAIL WITH RRU �1
SCALE: N.T.S. `t
NOTES:
1. GROUND EQUIPMENT AND MOUNTS PER
MANUFACTURER'S RECOMMENDATIONS
AND SPRINT STANDARDS.
2. MOUNT EQUIPMENT PER
MANUFACTURER'S RECOMMENDATIONS.
3. CONFIRM REQUIRED EQUIPMENT WITH
LATEST RPOS.
RRUS 82 DETAIL 6
SCALE: N.T.S.
RRU MODEL & DIMENSIONS
ERICSSON MODEL B
DIMENSIONS (HxWxD)
-RRUS-11
19.J"xt].0'xJ.2"
RROS-12
20.4'xl8.B'x1.5"
RRUS—E2
20.4'x18.8'x1.5"
RRUS-32
27.2"02.1"0.0'
RRUS-11 DETAIL 6
SCALE: N.T.S:-
10 110/11/17 USED FOR OTSTRICWN 1
f Dewberry®
DRAWN BY:
HMP
REVIEWED BY:
NRK
CHECKED BY:
JAA
PROJECT NUMBER:
50078995
JOB NUMBER:
500886]1
SITE ADDRESS:
6189 NORTH US 1
FORT PIERCE, FL 34946
SHEET TITLE
CONSTRUCTION
DETAILS I
SHEET NUMBER
FILTER UNIT
MANUFACTURER: NSN
MODEL NUMBER: 2.5 RADAR FILTER—FHHS,
DIMENSIONS: 10.8'Hx11.91Vx2A'D
WEIGHT: I7.4 LBS
hamL
1. GROUND EOUIPMENC AND MOUNTS PER
MANUFACTURER'S RECOMMENDATIONS
AND SPRINT STANDARDS.
2. MOUNT, EQUIPMENT PER
MANUFACTURER'S RECOMMENDATIONS.
3. CONFIRM REQUIRED EQUIPMENT WITH
LATEST RFDS. .
FILTER MOUNTING DETAIL �1
SCALE: N.T.S.
107
THREADED ROD BOLT
M1Dx130 A4, DIN 933
IRU
OT 2839/2)
ERICSSON UNIVERSAL RRU
MOUNT DETAIL W/ EXPANSION KIT
SCALE: N.T.S. L
SECTOR PLUMBING DIAGRAM �1
SCALE: N.T.S.
Sprint' y)
651 TRAFALOAR 'COURT SUITE 300
MArAND. FL 32751
SPAIN TOWER
M135XCO01
1D110/11/17 IIBEIFD FOR CONSTRUCTION I
Dewberry®
Dewberry Engineers Inc.
eoo NaaTH MAGuouAAVE.
sulTe l[CO
PHONE O.FL32512
PHONE: AO)003.5120
FPY.: 00]868.8%4
m
STATE OF
R 5 A xaunM gyy 2N; uxus
1w.Y A9E/LIM � M�Bi ax or 4 ',
ucrosm PnoITsaxu .xoN¢R To .lTw Tx5
oacuuwr.
DRAWN BY: HMP
REVIEWED BY: NRK
CHECKED BY: JAA
PROJECT NUMBER: 5DW8995
JOB NUMBER: 50088511
SITE ADDRESS:
6189 NORTH US 1
FORT PIERCE, FL 34946
SHEET TITLE
CONSTRUCTION
DETAILS II
SHEET NUMBER
C-5
PROPOSED ANTENI
S_2
PROPOSED STIFF -A'
e1 (CONNECT -IT P/N:, HDSAl OR APPROVEMDD
(IYP.-1 PER SECTOR. 3
6'
PROPOSED ST
I
e (CONNECT-R P/N:
S_2 OR
(TYP.-1 PER SECTC
6'
MODIFICATION SCHEDULE
MEMBER TYPE
ELEVATION
EXISTING MEMBER
NEW MEMBER
REFERENCE DETAIL
NOTES
-
1/S-I
RELOCATE EXISTING STIFF -ARM 6' FROM THE
STIFF -ARM
182 -0't
3MOUNT
END OF THE EXISTING MOUNT.
(/ STIFF -ARM KIT
PROPOSED PROPOSED STIFF -ARM KIT TO MIRROR EXISTING
SECTOR
(P/N: HDSA12-DCP)
RELOCATED STIFF -ARM.
NOTE.
1. EXISTING & PROPOSED STIFF -ARMS TO BE ATTACHED TO THE UPPER HORIZONTAL ANGLE MEMBER NO FARTHER
THAN 6' FROM THE END OF THE MOUNT.
2. ATTACH EXISTING & PROPOSED STIFF -ARMS BACK DIRECTLY TO THE ADJACENT TOWER LEGS BEHIND THE MOUNT.
3. ALL EXISTING MATERIAL REMOVED FROM TOWER SHALL BE DISPOSED OF BY CONTRACTOR OFF SITE.
ELEVATION
PROPOSED BRACING MOUNTING DETAIL %7�
SCALE: N.T.S.
ATTACHED 6'
ATTACHED 6'
Sprint'� )>
851 TRAEALGAR COURT .SURE 300
MARLAND. FL 32751
SPAIN TOWER
M135XCO01
® Dewberry®
Dewberry Engineers Inc.
MNORTH MAGNODAAVE.
SUITE,.
014LPN130,1`1 NM
PHONE: Q7,8 .5120
FA%: 407,IUO8
DRAWN BY:
HIAP
REVIEWED BY:
NRK
CHECKED BY:
JAA
PROJECT NUMBER:
50078995
JOB NUMBER:
500886]1
SITE ADDRESS:
6189 NORTH US 1
FORT PIERCE, FL 34946
SHEET TIRE
STRUCTURAL
DETAILS I
SHEET NUMBER
S-1
ISOMETRIC
SECTION'X
SECTION"B'
ARM
'A 3 B
L _A B
ELEVATION
-- - PARTS. LIST
ITEM
PART NO.
DESCRIPTION
Ott.
_ 1
HDSA12—DCP
STIFF ARM KIT
1
2
PS204
PIPE SADDLE
1
3
DW12
PIPE 2-1/2.0 SCH. 40
1
4
SSC1—DCP
SWIVEL STU`F ARM CAMP
1
5
12-46A
BOLT 1/2'0-13W
1
6
12-1128A
BOLT 1/2'0-13x1-1/2" _
1
l
12M
WASHER, RAT 1/2m0
2
8
121W
WASHER, LOCK 1/2`0
2
9
12NA
NUT, HEX= 1/2--13
2
-IT P/N: HDSA1
5 p rint• y�
/
851 TRAFALGAR COURT SUITE 300
MAIRAND; FL 32751
SPAIN TOWER
M135=001
9 Dewberry®
Dewberry Engineers Inc.
MNOWH MP.ONOUAAW
SUITElm
ORU 00. FLw=
PHONE QTIMSM
FM 40TBa8.BW
♦IIIIt111/j
•J��;•�.ep
%.c•;�G'.
6 U►
1.0
•: JCTE OF
���'�jEEvirt•RM.
ITann J���♦ �
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rs A H,�i�€ow�oti,�xpMss
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ucLKSEo woR3sax.E ENCInEER roxTw Tws
oocu DR.
DRAWN BY: HMP
REVIEWED- BY: NRK
CHECKED SY: JAA
PROJECT NUMBER: 50078995
JOB NUMBER: 500BB6J1-
SITE ADDRESS:'
6189 NORTH US 1
FORT PIERCE, FL 34946
SHEET TlllE
STRUCTURAL
DETAILS II
SHEET NUMBER
S-2
SURG
/6
CA'
RHH POLE MOUNT
GROUNDING DETAIL
SCALE: N.T.S. I
R6
GROUND
ANTENNA
1/2.0 COAXIAL
JUMPER CABLE
SECTOR #2 AWG BARE
R (TYP.), COPPER GROUND WIRE TO A6 AWG
EQUIPMENT GROUND BAR AN, GROUND WIRE
GROUND BAR
COSTING MIN
BONDING JUMPER
EXISTING GROUND ELECTRODE
CONDUCTOR
TYPICAL ANTENNA
GROUNDING DETAIL
SCALE N.T S& L
NEVA 3R
PANEL SCHEDULE
42,DDo ALc.
120/240V. 10, 3W, 200A MAIN
Ca
DESCRIPTION
AMP
AMP
DESCRIPTION
CB
1
z
SPARE
TO
60
6URCEPROTECTOR
T
a
3
SPACE
100
RBS 6102
B
10
4
SPACE
-
5
SPACE
-
15
GFCI RECEPTACLE
it
6
FAN FOR 1ELL0 PANEL
10
-
SPACE
12
EXISTING
200A
METER
1/4�- UNC x 1/2'
BOLT (C.U.) NUT k
WASHERS (TYP.)
M2 INSULATED
STRANDED TAP
DOUBLE BOLT
GROUND LUG ,
CONNECTION TO EQUIPMENT DETAIL��
SCALE: N.T.S.
®6 AWG
E.Istlng Sector
EXISTING GROUND TO
MASTER GROUND BAR
BOTEs:
1. BOND ANTENNA GROUNDING NR CABLE TO TOP CICBE
2. BOND ANTENNA GROUNDING NR CABLE TO BOTTOM CIGBE.
3. TYPICAL FOR FOR ALL SECTORS.
SCHEMATIC _GROUNDING DIAGRAM o
SCALE: N.T.S.
42101A�
XISTINC SERVICE
I N G 200
ONE -LINE DIAGRAM
SCALE: N.T.S. 0
200A
GENERATOR
RECEPTACLE
200A SPRINT PPC
STAR WASHER (TIP.) FLAT WASHER (ttP:)
3/8-x1' HEX HEAD
CAP SCREW
NUT (TYP.) GROUND BAR
EXPOSED HARE COPPER TO BE
KEPT TO ABSOLUTE MINIMUM, NO
INSULATION ALLOWED WITHIN THE
GROUNDING CABLE COMPRESSION TERMINAL (TIP.)
SECTION 'A -A'
A
STAINLESS STEEL TWO HOLE COPPER
HARDWARE COMPRESSION
TERMINAL
GROUNDING CPBLE
GROUND BAR
A
ELEVATION
NOTES:
1. DOUBLING UP OR STACKING OF
CONNECTIONS IS NOT PERMITTED.
2. OXIDE INHIBITING COMPOUND TO BE
USED AT ALL LOCATIONS
TYPICAL GROUND BAR
MECHANICAL CONNECTION DETAIL (1
SCALE: N.T.S. `1
Sprint* Av
CIRCUIT SCHEDULE
NO
FROM
TO
CONFlGURATION
OUTILITY
SOURCE
METER
EXISTING
O2
METER
SERVICE DISCONNECT. TRANSFER
EXISTING
& LOAD CENTER
O
SERVCE DISCONNECT, TRANSFER
GENERATOR
EXISTING
& LOAD CENTER
RECEPTACLE
OSERVILE
DISCONNECT, TRANSFER
EXISTING SPRINT MMBTS
EXISTING
h LOAD CENTER
CABINET
O
EXISTING SPRINT MM BTS
EXISTING SPRINT
EXISTING
CABINET
BATTERY CABINET
TO IXISTING 10AD5 (REFER TO
PANEL SCHEDULE)
OUTLINE
OF EXISTING PPC
CABINET
IXISTING'MMBTS EXISTING BATTERY CABINET
LTE—BBU 2.5 I BATTERY '
RECTIFIER SHELF 2.5
851 TRAFALGAR COURT SURE 300
MAITLAND; FL 32751
SPAIN TOWER
M135XC001
9
Dewberry_®
Dewberry Engineers Inc.
Bm NORTH MAGNOIIAAVE.
SUITEI'm
ORIANQO, FL32BCC1
rt a A naunox rc uw Tan exr Pvaax, ux=
DRAWN BY: HMP
REMOVED BY. NRK
CHECKED BY: JAA
PROJECT NUMBER: 50078995
JOB NUMBER: 500886]Y
SITE ADDRESS:
6189 NORTH US 1
FORT PIERCE, FL 34946
SHEEP TITLE
ONE LINE DIAGRAM &
GROUNDING DETAILS
SHEET NUMBER
E-1
EXISTING