HomeMy WebLinkAboutPLANSST. LUCIE COUNTY Al"t,
DIVISION AREREVIEWED FOR CE REOU
REVIEFYED BY_ MAY E
DATE COMP
PLANS AND PERMI Mi ST BE KEPT ON JOB
OR NO INSPECTION WILL BE 3:4.DE.
C R LLEO FASTENERS OR ATTACHMENTS SCANNED
ARE THE RESPONSIBILITY OF THE BY
" CONTRACTOR OF RECORD St. Lucie County
pY`
U
A�WVAMIIi 1
AERIAL MAP'.
PLANS AND ALL PROPOSED WORK
ECT TO ANY CORRECTIONS
1 Y W INSPECTORS THAT
NE SAW IN DER TO
f WITH P G CODES,
TM
TOWER INFORMATION:
LATITUDE (NA083): 27.27152'
LONGITUDE (NAD63):-80.20425'
ANTENNA CENTERLINE: 12S'-0'2' A.G.L.
JURISDICTION: ST. LUCIE COUNTY
SITE ADDRESS:
10680 SOUTH OCEAN DRIVE
JENSEN BEACH, FL 34957
APPLICANT*
SPRINT
851 TRAFALGAR COURT, SUITE 300
MAITAND,, FL 32751
Pl PROPERTY OWNER:
ISLAND CREST CONDOMINIUM ASSOCIATION INC
10680 S OCEAN DRIVE
JENSEN BEACH, FL 34957
PARCEL IO #• ,
4511-516-0000-000-5
SPRINT CONTACT:
NAME:
LISA BRYANT
PHONE:
(321)"280-2042
E-MAIL:
LISABRYANTOSPRINT:COM
-DEWBERRY ENGINEERS CONTACT` —
NAME
JULIE�ANOREWS
PHONE:
(321) 354=9724
E—MAIL
JANDREWSODEWBERRY.COM
PROJECT:
SITE NAME:
SITE CASCADE:
SITE ADDRESS.
SITE TYPE:
RECEIVED L4G2500 APR 3 0 2018
ST. Lucie County, Permitting
ISLAND CREST
M 154XC013.
10680: SOUTH OCEAN DRIVE
JENSON BEACH, FL 34957
ROOFTOP Phil. sET1Ac11; RED.
FRONT
SIDES -
CNR SI
PROJECT DESCRIPTION
SHEET IND
R
• INSTALL (3) NEW 2.5'GHZ PANEL ANTENNAS
• INSTALL (3) NEW 2.5 GHZ RRU'S
• INSTALL (1) NEW FIBER CABLE
• INSTALL (1),NEW .Y.5 GHZ FILTER PER ALPHA SECTOR
SHT NO.
SHEET TI
ZNG,
T-1
TITLE SHEET___
TECH
SP-1
__
SPRINT SPECIFICATIONS
SP-2
SPRINT SPECIFICATIONS
C-1
PROPOSED SITE PLAN
C-2
PROPOSED ELEVATION
C-3
EXSTING & PROPOSED: EQUIPMENT PLANS '
"APPLICABLE .CODES
C=4
EXISTING & PROPOSED ANTENNA LAYOUTS "
• ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED
IN ACCORDANCE WITH THE FOLLOWING CODES AS 'BY THESEADOPTED
THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE
PLANS IS TO DE CONSTRUED TO PERMIT WORN NOT
CONFORMING TO THESE CODES.
1. FLORIDA BUILDING CODE (FBC) 2017. INTERNATIONAL CODE
°ODNCI
z. TIA-BA-zzz-c
3..' NFPA 780 - LIGHTNING PROTECTION CODE.
4. NOA 70 (2014 NATIONAL ELECTRIC CODE).
5. ANSI/TIA 607-8—COMMERCIAL BUILDING GROUNDING &--
BONDING REQUIREMENTS FOR TELECOMMUNICATIONS.
6. ATISF 0600333—GROUNDING, k': BONDING OF
.. TELECOMMUNICATIONS EQUIPMENT.
7. LOCAL BUILDING CODE.
. B. CITY/COUNTY ORDINANCES.
C-5
CONSTRUCTION DETAILS .:
--
E-1
_
ONE LINE DIAGRAM k GROUNDING DETAILS -
--- '
LUCIE COON
_—PIANAEVIEW_
__,-_
____ _�^-_T�•
'
14
'——F`•�--
LOADING CRITERIA
THIS DOCUU NT WAS DEVELOPED ID EFL�E iIF �I F
AND ITS SITE CONDITIONS AND IS NOT TO � FOR:ANOTHE
:SITE OR WHEN OTHER CONDITIONS PE AI 1 DD-_0LZ1y_
DOCUMENTISAT THE SOLE RISK OF EUSER.-
-
- -
, • ULTIMATE DESIGN WIND SPEED: 165 MPH
— . (3—SECOND GUST, Vm)
• NOMINAL DESIGN WIND SPEED. ,12ZB MPH (3—SECOND GUST. Vm_ •)
•' RISK, 'CATEGORY., II
• WIND EXPOSURE:D
• APPLICABLE CODES: ANSI/TIA-222—G/2017 FLORIDA BUILDING
CODE
- -
.. . .... .. ..'. ...... ... ....
_ _
•
P•l
:cNi:e�m.,:vanNmvSrouWo..
... _...... ... I- .... :-..
Sprint*
551 TRAFAI.W COURT SURE 300
NARIAND. FL 32751
ISLAND CREST
M154XC013
fa; Dewberry .
Dewberry Engineers Inc. .
WONDARI MAGNOW AVE
aRlAnvo.rLaxem
PHONE: W7.M551P
PA%. •OTb9455•
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DRAWN W.
MP;
REVIEWED BY:.
CHECKED BY:
JM
PROIECT:NUMBEIE:
50078985'
-
JOB NUM6ERc
5009189]�
SIZE A0DRE55:
10680 SOUTH
JENSEN BEACH;iFL
OCEAN DR-
34957
SNEU TIRE
.. _ .
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.
SECTION 01 100 - SCOPE. OF WORK
THE WORK:.
SHAL COMPLY WITH APPLICABLE NATIONAL CODES AND STANDARDS, LATEST MOTION, AND PORTIONS
THEREOF. ALSO SEE SPRINT METHOD OF PROCEDURE (MOP) AND SPRINT STANDARDS AT ME TIME
OF CONSTRUCTION START:
PR�FN[F.
SHOULD CONFLCTS OCCUR BETWEEN ME STANDARD CONSTRUCTION SPECU MMNS FOR WIRELESS
SITES INCLUDING ME STANDARD CONSTRUCTION. DETAILS TO WIRELESS STIES .AND ME
CONSTRUCTION DRAWINGS, INFORMATION ON ME CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE
ALONG WITH SPRINT CONSTRUCTION MANAGER APPROVAL.
SITE FAMNu-mTY,
CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS,
FIELD CONDITIONS AND .DIMENSIONS PRIOR TO PROCEEDING WITHCONMIUCTION
ON -SITE -SUPERVISION '
ME CONTRACTOR SHAI. SUPERVISE AND DIRECT THE WORN AND SHALL BE RESPONSIBLE MR
CONSTRUCTION MEANS. METHODS. TECHNIOUES. SEQUENCES. AND PROCEDURES IN ACCORDANCE WITH
ME CONTRACT DOCUMENTS.
ME CONSTRUUION CONTRACTOR SHALL MANTAN A FULL SEE OF THE CONSTRUCTION DRAWINGS AT
ME JOBSIIE FROM MOBILIZATION THROUGH CDNSTRULnON COMPLERON.
A DETAILS ME INTENDED TO SHOW DESIGN. INTENT. PROMOE ALL MATERIALS AND. LABOR AS
REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. MODIFICATIONS MAY BE REQUIRED
TO SUITJOB DIMENSIONS OR CONDITIONS. ANTI SUCH MODIFICATIONS SHALL BE INCLUDED AS
PART OF ME WORK.'
B. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY VARMIRMS PRIOR TO
PROCEEDING.WIIH ME -WORK DIMENSIONS SHOWN IRE TO FINISH SURFACES UNLESS NOTED
OTHERWISE. MOOIHCUMNS MY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND
SUCH MODIFICATIONS SHALL BE INCLUDEDI AS PARR' OF ME WORK
C MARK ME FIELD SET OF, DRAWINGS IN RED. DOCUMENTING ANY CHANCES" FROM THE
CONSTRUCTION DOCUMENTS "
METHODS OF PROCEDURE NMOP51 FOR f.ON51R11CTION•
CONTRACTOR SOUL. PERFORM WORK AS OESCRIBED W THE FOLLOWING INSTALLATION AND COMMSSSIONNG
MOPS. CONTRACTOR IS RESPONSIBLE TO USE LATEST MOP'A.
A BRSE.BVID UNIT IN EXISTING UNIT
B. INSTALLATION' OF BATIEHIES
C. INSTALLATION OF FIBER CABLE
D. INSTALLATION DF RRN•S
E. CABLING
F. I5•-0200 REV 5 - ANTENNA LINE ACCEPTANCE STANDARDS
G. SPRIHT:CELL SITE ENGNEERNG NOTICE - EN 2012-MI. REV 1.
H. COMMISSIONING MOPS
SECTION 01 200 - COMPANY FURNISHED MATERIAL AND EQUIPMENT
COMPANY FURNISHED MATERIAL ANT) EQUIPMENT IS IDENTIFIED ON ME RF DATA SHEET IN THE
CONSTRUCTION GRAWB M
CONTRACTOR IS RESPONSIBLE FOR SPRINT.PROVIOEO MATERIAL AND EOUIPMENT'70 ENSURE IT IS
PROTECTED -AD HANDLED PROPERLY THROUGHOUT THE CONBIRUCT[ON DURATION.
CONTRACTOR RESPONSBLE-FOR RECEIPT OF SPRINT FURNISHED EOURPMEW AT CELL SITE OR
CONTRACTORS LOCATION -CONTRACTOR TO COMPLETE SHWPIRG:AM RECEIPT DOCUMENTATIOWIN.
ACCORDANCE WITH COMPAA'..PRACRCE CONTRACTOR MAY BE'REQUIRED "TO PICK UP MATERIAL AT
LOCATION PRESCRIBED BY SPRINT.
SECTION 01 300 CELL SITE CONSTRUCTION CO
NOTICE. TO PROCFFR
NO WORK SIMLL COMMENCE PRIOR TO COMPANY'S WRITER N0710E TO PROCEED AND ME
ISSUANCE OF WORK ORDER.
TE CUEAMLINESS .
CONTRACTOR SHALL KEEP ME SITE TREE FROM ACCUMULATING WASTE MATERIAL: DEBRIS,, AND
SH TRA. AT ME'COMPLETION OF ME WORK. CONTRACTOR SHAU. REMOVE MOM ME SITE, ALL
REMAINING RUBBISH. IMPLEMENTS, TEMPORARY FACUTUS, AND SURPLUS MATERLV.S.
SECTION 01 400 - SUBMITTALS & TESTS
ALTERNATES:
AT ME COMPANYS REQU6T, ANY ALTERNATIVES TO ME MATERIALS OR METHODS SPECIFIED SHALL
BE SUBMITTED TO SPRINTS CONSTRUCTION MANAGER FOR APPROVAL SPRINT WILL RENEW AND
APPROVE ONLY -THOSE REQUESTS MADE IN WRITING: NO VERBAL APPROVALS WRL.BE' CONSIDERED,
TESTS AND INSPECTIONS:
A THE CONTRACTOR SHAL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS, MPEC71MS µD:
PROJECT DOCUMENTATION,
9, CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING 80 NOT UNITED TO THE FOLLOWING:
1. COAX SWEEP$ AND FIBER TESTS PER TS-02O0. REV 5 ANTENNA LINE ACCEPTANCE
STANDARDS. '
2. AGL. AZIMUTH AND DOWNTILT PROVIDE AN AUTOMATED REPORT UPLOADED TO STERM USING
A COMMERCIAL MADE -FOR ME PURPOSE DECIRONIC. ANTENNA ALIGNMENT TOOL (MT)..
INSTALLED AZIMUTH, CENTERLINE AND DOWNTD.T 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 ACTIVITIES MID/OR AS A RESULT OF
TESTING.
4. ALL TESTING RE064EO BY APPUCABLE' INSDdJATION MOPS,
C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES. BUT IS NOT UMITED TO THE FOLLOWING;
1. AZIMUTH, DOWNTILT. AM PROM SUNSIGHT INSTRUMENTS OR 3Z - ANTENNA ALIGN
ALIGNMENT TOOL. (MT)
2. SWEEP. AND FIBER TESTS
3. SCANABLE BARCOOE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SeUAUZED
EQUIPMENT
4. ALL AVAILABLE JURISDICTIONAL INFORMATION
5. POF SCAN OF REDUNES. MGDUCED IN FIELD
6. APDT SCAN OF RECLINE MARK-UPS SUITABLE FOR USE IN ELECTRONIC AS -BUILT
DRAWING PRODUCTION - -
7. LIEN WAWERS
B. RMAL PAYMENT APPUQMGON
9. REQUIRED FINAL CONSTRUCTION PHOTOS
10. CONSTRUCTION'AND COMMSSSIONING GRECKLIST COMPLETE WITH NO DEFICIENT ITEMS
11. ALL POST NTP TAMS.INCLUDING DOCUMENT UPLOADS COMPLETED IN MENRA (SPRINTS
DOCUMENT REPOSITORY OF RECORD).
12. CLOSEOUT -PHOTOGRAPHS:
D. PROVIDE PHOTOGRAPHS OF FINAL PROJECT PER THE FOLLOWING LIST. ADDITIONAL PHOTOGRAPHS
MAY BE REQUIRED TO SUPPORT ACCEPTANCE PROCESSES.
(I) BACK MR HYBRID CABLE ROUTE (MINIMUM TWO PHOTOS) -
Di) OF EACH ANTENNA AO:RRN.
(M) MANUFACTURERS NAME TAG MR ALL SERMVLEO EQUIPMEW.
(EY) PULL AND DISTRIBUTION BOXES INTERMEDIATE BETWEEN RIM'S AND MUGS (DOOR OPEN).
IV) MMBTS CABINET WITH DOOR OPEN SHOVING MODIFICATIONS.
(vi) POWER CABNET. DOORS OPEN. BATTERIES INSTALLED.
(Yii) BREAK OUT CYUNDERS
ASR MIRADE FOR SPRINT OWNED TOWERS
(u) RADIATION EXPOSURE WARNING SIGNS.
(A) PHOTOGRAPH ROM EACH SECTOR FROM APPROXIMATE RAD CENTER OF ANY NEW ANTENNA AT
HORIZON.
E LOAD PHOTOS IO SMNRA PROJECT LIBRARY 15. IN IS CREATE NEW CATEGORY; 2.5
DEPLOYMENT, AND SECTION; PERMANENT CONSTRUCTION. LIBEL PHOTOS WITH SITE
CASCADE AND VIEW BEING,OEPICTED. CAMERAS USED TO TAKE PHOTOGRAPHS
SHALL CPS ENABLED SUCH THAT ME GPS CODMiNATES ME INCWDED IN ME
PHOTO MEDIA -FILE INFORMATION
muuISSIONIN&
PERFORM ALL COMMISSIONING AS REQUIRED BY APPLICABLE MOPS
PERFORM ALIL INTEGRATION ACTIVITIES AS REQUIRED BY APPLICABLE MOPS
N-11 700 - ANTENNA ASSEMBLY. REMOTE RADIO UNI
THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRH'S, ANO CABLE EQUIPMENT. INSTALLATION
AND TESTING OF COAXW. FIBER CABLE
ANTENNAS. AND RRH'O
THE NUMBER AND TYPE OF ANTENNAS AND RRRS TO, BE INSTALLED IS DETAILED ON ME
CONSTRUCTION DRAWINGS, -
HYBRIHi CABLE- .
BE INS CABLE WILL BE DCjFRIECONSTRUCTIOANDN
FURNISHED MR E AUAMONPPUCAB AT EACH SITE CABLE SHALL
BE WSTALLEO.PEIR THE CONSTRUCTION DRAWINGS AND THE APPLICABLE MAUFACNRER'S
REpUREMENiS,
FURNISH AND INSTALL 1/2': COAX JUMPER CABLES BETWEEN THE. RRRS AND ANTENNAS. JUMPERS
SHALL BE TYPE LDF 4, FLC 12-5Q. CR 540. OR FXL 540. SUPER -FLEX CABLES ARE NOT
ACCEPTABLE JUMPERS BETWEEN THE RM'S AND ANTENNAS OR TOWER TOP AMPLIFIERS SHALL
CONSIST OR 1/2 INCH NAM DIELECTRIC', OUTDOOR RATED COAXIAL CABLE MIN LENGTH. MR
JUMPER MALL! BE SO AS TO ALLOW FOR THE PROPER BEND RADIUS PER MANUFACTURER OR
SPRINT SPECIFICATIONS.
A
INSTALL SPUTTERS. COMBINERS, FILTERS PER RF DATA SHEET, FURNISHED BY SPRINT.
ANTENNA-L._.ALATIOM
THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH ME INSTRUCTIONS
SUPPLIED BY THE MANUFACTURER. ANTENNA HEIGHT, AZIMUTIL AND FEED ORIENTATION INFORMATION
SHALL BE AS DESIGNATED ON ME CONSTRUCTION DRAWINGS.
A THE CONTACTOR -SHALL POSITION ME ANTENNA DR TOWER PIPE MOUNTS W THAT ME BOTTOM
STAIR 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 INSTAUATION:
0. ME CONTRACTOR SHALL ROUTE, TEST. AND INSTAL. ALL CABLES AS INDICATED ON THE
CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH ME MANUFACTURER'S RECOMMENDATIONS.
B. THE INSTALED RADIUS OF THE CABLES: SHALL NOT BE LESS THAN THE MANUFACTURER'S
SPECIFICATIONS MR BENDING RADiL
C. EXTREME WEMAIL BE TAKEN YQ AVOID DAMAGE. TO ME CABLES DURING HANOUNG AND
INSTALLATION.
1. FASTENING MAIN FIBER CABLES: -
b, LATTICE AND GUYED TOWERS: ..
ALL CABLES SHALL BE PERMANENTLY FASTENED TO THE COAX. LADDER AT 4'-O'
OC USING NON-MGNEOC STAINLESS' STEP. CUPS. ...
b. MONGP E• _ .
ALL CABLES SHALL BE PERMANENTLY SUPPORTED WITH HOISTING GRIPS AT INTERVALS OF NO
MORE MAN 200-FEET (ONE HOISTING GRP-PER COAX): A HOISTING GRIP SHOULD BE
INSTALLED AT MID -POOR IF. CABLE RUN EXCEEDS 200' AS WELL AS TOP SIDE
2. FASIEMNG INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE (MEDUSA), WMA N
THE-MMBTS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES
a. FIBER: SUPPORT -FIBER BUNDLES USING 1/2'_VELCRO STRAPS OF THE REQUIRED LENGTH.
0 18' OC. STRAPS SHALL BE W. OIL AND WATER RESISTANT AND SUITABLE.MR
INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR.APPROVEO EQUAL
b. DC SUPPORT TIC BUNDLES WITH ZIP DES OF ME ADEQUATE LENGTH. ZIP TIES TO BE W
STABILIZED, BUCK NYLON,.WIM TENSILE STRENGTH AT 12.000'PSI AS MANUFACTURED W
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 MALLTHEY CONTACT TOWER OR STRUCTURAL STEER: -
4. CABLE INSTALLAMOR
a. INSPECT CABLE PRIOR TQ USE FOR SHIPPING QAMAGE NOTIFY THE CONSTRUCTION
MANAGER:
b. CABLE ROUTING: CABLE INSTAIUTION SHALL . BE PLANNED TO ENSURE THAT ME LINES
WILL BE PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON ME DRAWINGS.
AVOID TWISTING AND CROSSOVERS.
c HOIST CARIB USING PROPER HOISTING GRIPS, DO NOT EXCEED MANUFACTURES
RECOMMENDED MAXIMUM BEND RADIUS.
5. GROUNDING OF:TRANSMISSION LINES ALL TRANSMISSION UNES SHALL BE GROUNDED AS INDICATED ON
DRAWINGS
O HYBRID CABLE COLOR CODING: ALL COLOR COOING SHALL BE AS REQUIRED PER LATEST VERSION OF
IS. 0200.
7, HYBRID CABLE LABELING: INDIVIDUAL HYBRID'
AE D.DC BUNDLE SHALL BE LABELED
ALPHA -NUMERICALLY ACCORDING TO SPRINTCELL' SITE ENGINEERING NOTICE - EN 2012-001, REV 1.
WEATHERPROOFINGEXTERIORCONNECTORS AND HYBRID CABLE GROUND KITS -
A ALL FIBER At COAT CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED.
WEATHERPROOFED USING ONE OF ME FOLLOWING METHODS, ALL INSTNJATIONS MUST BE DONE
IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY BEST PRACUCES..
1. COW SHRINK: ENCOMPASS CONNECTOR IN COLD.SHRNX TUBING AND PROVIDE A DOUBLE
WRAP OF-2': ELECTRICAL TAPE EXTENDING 2' BEYOND'NEING-PROVIDE SM COLD SHRINK
SERIES OR EQUAL. •. .. -
2. SELF-MMLCAMATING TAPE CLEAN SURFACES. APPLY A DOUBLE WRAP OF SELF-AMAGAMATING
WE 2" BEYOND CONNECTOR: APPLY' A SECOND WRAP OF SELF-MFALGMIADNG TAPE IN
OPPOSITE DIRECTION. APPLY DOUBLE WRAP OF 2' WIDE ELECTRICAL TAPE EXTENDING V.
BEYOND ME SELF-AM4CMUTING TAPE. - --
3.: 3M-SUM LOCK CLOSURE 716. SUBSTITUTIONS WILL NOT BE ALLOWED.
4. OPEN r_AMF ON Jag STE 5 NOT -A PTAB F
Sprint
01 TRAFALGAR COURT SUITE 300
MATIL ND. FL 32751
ISLAND CREST
M1509013
R DeWbe"ye
Dewberry Engineers: IRc:
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DRAWN BY:
REVIEWED BY:-
NRK -
CHECKED BY:..
JM
PROJECT NUMBER:
W078995'
JOB NUMBER:
S0O91893
SITE ADDRESS:
10680 SOUTH OCEAN DR-
JENSEN BEACH, FL'34957
SHEET TIRE
SPRINT
SPECIFICATIONS
MEET NUMBER
SP-1
SECTION 11 800 - INSTALLATIONS OF MULTIMODAL BASE STATIONS (MMBTS) AND
BELATED EQUIPMENT - -
SUbBdS
A THIS SECTION SPECIFIES MMBTS CABINETS. POWER CABINETS, AND INTERNAL EQUIPMENT
INCLUDING BUT NOT LWIIED TO RECTIFIERS, POWER DISTRIBUTNIN UNITS. BASE BAND UNITS,
SURGEARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED BY THE COMPANY FOR
INSTALLATION BY THE CONTRACTOR (OFCI):
B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCET.VNEOUS MATER4U5 AND PROVIDE ALL
LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR NEW CABINET AS
SHOWN ON DRAWINGS AND AS REQUIRED BY ME APPUCAJBLE INSTALLATION MOPS.
C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS
DC CIRCUIT WEAKER LABOIN.
A NEW DC CIRCUIT IS REQUIRED IN WARTS CABINET SHALL BE CLEARLY IDENTIFIED AS TO RRH
BONG SERVICED.
SECTION .26 -100 - BASICTRI R Q Aft M N
sum
THIS SECTION SPECIFIES BASIC ELECTRICAL REQUIREMENTS FOR SYSTEMS AND COMPONENTS.,
QUALITY -ASSURANCE:
A ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE
SUCH LABELS AND LISTINGS ME AVA ABLE IN THE INDUSTRY.
B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH
THOR EQUIPMENT INSTALLED AND OPERATING IN THE RELD!IN A USE SIMILAR TO THE PROPOSED
USE MR THIS PROTECT .
C. MANUFACTURERS OF EQUIPMENT: ALL MATERMLS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF
NNE SAME TYPE SHALL BE OF ME SA1JE MANUFACTURER AND SHALL BE NEW; OF ME BEST
OUAUIY'ANO. DESIGN, AND FREE FROM DEFECTS.
SUPPORTING DEVICES:
A ALL EOUIPMENT MRNSHEO. UNDER DMSION 25 SHNUL CARRY UL LABELS AND USTINGS WHERE
SUCH LABELS AND LISTINGS ME AVAILABLE IN: THE INOUSTRY.
6, MANMFACTURERS OF EOUPMENT SHALL HAVE A. mNIYUM OF THREE YEARS EXPERIENCE WITH
THEA�EOUIPMENT INSTALLED MO OPERATING IN ME FIELD IN A USE SNIUN,TO, ME PROPOSED
USE FOR THIS PROJECT.
I- MAu IFAcPIRFI�c Oc. FpupmE ,, ALL MATERIALS AND EOUIFYEM SPECIFIED IN DIVISION 26 OF
ME SAME TYPE SXAU.; RE OF. THE SAME MANUFACTURER AND SHALL BE NEW, OF ME. BEST
QUALITYAND. DESIGN. AND FREE MOM-DEFEC7!L
SUPPORTING Of VICES
A MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO CONPUANCE MAIM REQUIREMENTS.
PROVIDE PRODUCTS BY ME FOLLOWING:
1. ALUM TUBE AND CONDUIT
2. B-UNE SYSTEM
3. UNLSTRUT DIVERSIFIED PRODUCTS
4. AROMAS k BETAS
B. FASTENERS TYPES, MATE RWS, AND CONSTRUCTION FEATURES AS FOLEDWS
1. EXPANSIONS ANCHORS CARBON STEEL WEDGE OR SLEEVE T E.
2. POWER-ORNEN THREADED _STUDS: HEAT -METED STEEL,, DESIGNED SPECIFICALLY MR THE
INTENDED SERVICE,
3. FASTEN BY MEANS OF_WOOD SCREWS ON WOOD.
4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS.
5. CONCRETE INSERTS OR EXPANSION ISO LTS ON CONCRETE OR SOLD) MASONRY.
B. MACHINE SCREWS, WELDED THREADED STUDS. OR SPRING -TENSION CLAMPS ON STEEL
7. EXPLOSIVE DEVICES FOR ATTACHING KMGERS TO STRUCTURE SHALL NOT BE PERMITTED,
B.00 NOT WED 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'FASTER ELECTRICAL COMPONENTS SECURELY AND PERMANENTLY
IN ACCORDANCE WITH NEC.
B. COORDINATE WITH ME BUILDING STRUCTURAL SYSTEM MD WITH OTHER IMAGES.
C. UNLESS OTHERWISE NNCATEO ON ME DRAWINGS. FASTEN' ELECTRICAL ITEMS AND THEIR
SUPPORTING HARDWARE SECURELY TO ME STRUCTURE IWACCORDANCE WITH ME FOLLOWING.
1. ENSURE THAT ME LOAD MPUED BY ANY FASTENER DOES' NOT EXCEED 25 PERCENT OF ME
PROOF TEST LOAD.
2. USE VIBRATION AND SHOCK -RESISTANT FASTENERS FOR AMI NMENTS TO CONCRETE SUBS
ELECTRICAL IDENTIFICATION:
A UPDATE AND, PROVIDE TYPED CIRCUIT BREAKER .SCHEDULES IN ME MOUNTING BRACKET, INSIDE
DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE M ME AC SYSTEM.
B. BPANCH.CIRCUOS FEEDING AVIATION OBSTRUCTION UGKRNG EQUIPMENT SHALL BE CLEARLY
IDENTIFIED AS SUCH AT ME BRANCH' CIRCUD PLANELOAD
SECION 26 200 B ECTRICAL MATERIAl S AND FOUIPMENT NDUTI`
A RIGID GALVANIZED STEEL RGS CONDUITDONS SHAH BE USED FOR EXTERIOR MOW
CRQUNO AND FI UNFINISHED IBE STEEL
ON FOR ENCASED RUNSN'RIOR BLE. RIGID
CONDUIT AND FITTINGSIZING PROC SHALL BE STEEL. SHALL BE WITH ZINC ANSIOSPE IF CATIONS BY THE HOT
DIP FEDERAL
PECW PROCESS. CONDUIT AND
SHALL.
PRODUCED WITH
ANSI UNDERGRUNS C80.1.
FEDERAL S'ECI MINES
WW-C-SBI µ0 SHALL BE LISTED: WI N THE COMPRESSION
MITI
LABORATORIES FANGS SHALL BE THREADED - SET SCREW OR COMPRESSION FIOR W WILL NOT
BE ACCEPTABLE RGS CONDUITS SIU11 BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATIANO.
B UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLWINYLCHLORIDE (PVC): SUITABLE FOR DIRER
BURML' AS APPUCABLE JOINTS SHALL BE: BELLID, AND FLUSH SOLVENT WELDED IN ACCORDANCE
WON MANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE CARLON ELECTRICAL PRODUCTS OR
APPROVED EQUAL
C MANSNONS BETWEEN PVC AND RIND (RGS) SHALL. BE MADE WITH PVC COATED METALLIC LONG
SWEEP RADIUS ELBOWS. D. EMT OR RIGID GALVANIZED STEEL CONDUIT. MAY BE. USED IN FLASHED SPACES CONCEALED IN
WALLS AND CODING EMT SHALL BE MILD STEEL ELECTRICALLY WELDED:-ELECMO-GALVµgEO OR
HOT -DIPPED GALVANIZED AND PRODUCED W ANSI WENFIGTION C80.3, FEDERAL SPENFiCATION
WN-C-563. AND SHALL. BE UL LISTEN -EMT SNARL BE MANUFACTURED W AWED, REPUBLIC OR
WNEATLMD, OR APPROVED EQUAL.- FANGS SHALL BE METALLIC COMPRESSION. SET SCREW
CONNECTIONS SHALL NOT BE ACCEPTABLE.
E LIQUID TIGHT FLEXIBLE'METAUIC CONDUIT SHALL BE USED FOR FINAL CONNECTION M EQUIPMENT,
FITTINGS. SHALL BE METALLIC GLAND TYPE COMPRESSION FRONDS. MANTANING ME INTEGRITY OF
CONDUIT SYSTEM SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE, MAXIMUM LENGTH ON
FLEGBLE,CDNOUIT SHALL NOT EXCEED 6-FEET,. LF.MC SHALL BE PROTECTED AND SUPPORTED AS
REQUIRE BY NEC MANUFACTURERS OF FUMBLE CONDUITS: SHALL RE CAROL ANACONDA METAL
HOSE OR UNIVERSAL META. HOSE OR APPROVED EQUAL -
F..MINIMUM SIZE CONDUIT SHALL. BE 3/4 INCH (21MMI
HUBS AND BOXES:
A AT ENTRANCES TO CABINETS OR OTHER MUPMEHI NOT HAVING INTEGRAL THREADED HUBS
PROVIDE METALLIC THREADED HUSS OF THE SIZE AND CONFIGURATION REQUIRED. HUB SHAH
INCLUDE LOCK%JT AND NEOPRENE-O-RING SEAL PROVIDE- IMPACT' RESISTANT 105 DEGREE C
PLASTIC BUSHINGS TO PROTECT CABLE INSULADOH
CABLE TERMINATION FITTINGS FOR CONDUIT
A CABLE TERMINATIONS TOR. RGS CONDUITS SHALL BE TYPE CRC BY O-Z/GEDNEY OR EQUAL BY
. ROX TEC
B. GABLE TERMINATORS. FOR LFMC SHALL BE ETCO - =075: OR. MADE FOR ME PURPOSE
PRODUCTS BY ROXTEC
C. EXIERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL MEAS SHALL BE PLATED CAST
ALLOY: HEW DUTY. WEATHERPROOF, DUST PROOF, WITH CASKET, PLATED NON.. ALLOY COVER AND
STAINLESS STEEL COVER SCREWS, CROUSE-HINDS WAS SERIES OR EQUAL
�0. CONDUIT OUTLET BODIES' SHALL BE PLATED CAST ALLOY WON SMDPR GASKEED COVERS, OUTLET
BONG SHALL BE OF. MECONFIGURATION AND SIZE SUITABLE FOR ME APIRUCAMON. PROVIDE
CROUSE=HINM FORM 8 OR EQUAL
E. MANUFACTURER FOR BOXES AND COVERS SHALL BE NOFFAWL SOWNE '0", CROUSE-HINDS,
'COPPER, ADALET. APPLETON. 0-Z GEDNEY, RACO, OR APPROVED EQUAL
P PLEMENTAL GROUNDINGSYSTEM
A FURNISH AND INSTALL A SUPPIEMFNTAL GROUNDING SYSTEM TO ME EXTENT INDICATED ON ME
DRAWINGS SUPPORT SYSTEM WITH NON-MAGNETIC SUNLESS SIEO. CUPS WITH, RUBBER
GROMMETS. GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE,' SIZES AS INDICATED ON
ME 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 GROUNDING MEANS AS REQUIRED BY MANUFACTURER;
AT GROUND. BARS USE HERO HOLE SPADES WITH NO. OIL
C STOLEN GROUND -BRAS: IN ME EVENT OF. STOLEN GROUND SMS, CONTACT SPRINT CM MR
REPLACEMENT' INSTRUCTION USING THREADED ROD' KITS.
EXISTING STRUCTURE:
A EXISTING EXPOSED WIRING AND ALL EXPOSEO.CURETS, RECEPTACLES, SWITCHES; DEVICES, BOXES,
MD. OTHER EQUIPMENT THAT ME NOT TO BE.UIIUZED IN THE COMPLETED PROJECT SHALL BE
REMOVED OR DE-ENERNZEO AND GPPEO:IN THE WALL CODING. OR FLOOR SO THAT MEY ARE
CONCEALED' AND'SAFE WALL CODING,'OR FLOOR SHALL BE PATCHED TO MATCH ME ADJACENT
CONSTRUCTION.
A CONDUCTORS SHALL RE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE.
GENERAL NOTE:
A CONDUCTOR. SUBCONTRACTORS AND ANY SITE SPECIFIC PART/ PRODUCT/ CONCELMENT
MANUFACTURER TO FIELD VERIFY ALL EXISTING COMMONS AND DIMENSIONS' PRIOR M
MANUFACTURING, FABRICATIONOR CONSTRUCTION.
SPRINT CONSTRUCTION SPECIFICATIONS MINI -MACRO CELL SITES,
1. BASIC REQUIREMENTS
A MEET ALL REQUIREMENTS OF JURISDICTIONS.
B. IF EQUIPMENT FURNISHED BY COMPANY DOES NOT HUTCH EQUIPMENT LISTED ON THE REDS AND SHOWN
ON THE PERMITTING DRAWINGS, RESOLVE' DISCREPANCY THROUGH INSTALLER'S CONSTRUCTION MANAGER
AND COMPANYS POINT OF CONTACT.
C. GABLE NSTACTIONS
R. ALL CABLES MUST BE.OUTDOOR RATED AND HAVE W RESISTANCE OUTER JACKET.
b. CABLE BENDS MUST NOT EXCEED MµUFACMARER'S ALLOWABLE CABLE BEND RANI.
c. AT. RADIOS INSTALL SERVICE LOOPS FOR POWER. FIBER AND EMERNEFSECURED AT LEAST TWICE AT
180 TO THE STRUCTURE.
LL SPARE FIBERS MUST BE ENCASED IN A LOW PROFILE WEATHERTIGHT ASSEMBLY.
D. FIBERS MUST BE FIELD --TERMINATED WITH LC -TYPE CONNECTORS.
E. CONDUITS N EARTH: PROVIDE PVC COMM EXPOSED AND IN FACILITIES: PROVIDE RGS. HAND DIG
TRENCHES IN'COWOUNDS. ---
F. SECURE AND SUPPORT CONDUITS AND, CABLES ON NO MORE THAT 48' INTERVALS
G. ON TOWER SITES RGS CONDUTS MAY BE SURFACE MOUNTED AWAY FROM WALKWAYS AND
ACCESS/EGREES PATHS. -IF INSTALLATIONS IN WALKWAYS AND ACCESS/EGRESS PATHS CANNOT BE
AVOIDED, IDEMFY THE CONDUIT ENVEWPE/IRIP HAZARD BY ALTERNATING YELLOW AND BLACK STRIPES
PANTED ON CONCRETE AND CONDUIT.
2. SPRAT FURNISHED EQUIPMENT
A. INSTALL ME FOLLOWING EQUIPMENT AT LOCATIONS AND AOMMIS SHOWN ON THE' CONSTRUCTION
DRAWINGS. - - - -
a. PANEL ANTENNAS
0. RADIOS,
c GAPS ANTENNAS.
6. FILTERS:'
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 HMQND GRIPS OR CONDUIT CLAMPS AND ENSURE CONDUITS AS WELL AS INNER CABLES ME
SUPPORTED.
D. CONDUIT RISERS: AT TOP. OF TOWER TURN CONDUIT DOWN AND PROVIDE CABLE TERMINATION FIRINGS
EXTEND CASES 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 CONDULEIS TO. ALIKE COMPACT 90 DEGREE TURN.
A. AC POWER ME -IN
A INSTALL SPRINTS 126 VOLT ON-RAL CRQUIT BREAKER ASSEMBLY IN THE EXISTING POWER PROTECTION
CABINET TELCO SECTION. - R. NSTALL A 20 AMPERE MOLDED CASE ORLUIT BREANER IN AVAILABLE SPACE IN ME ADJACENT PPC
POWER SECTION LEAD CENTER.
5. GROUNDING
A I 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.TNE POWER TOP OR SECTOR GROUND BAR WITH /B' WE TINNED COPPER
WIRE (GREEN INSULATED.ON'ROOFMOP).
D. DIN -RAIL GIflCUif BREKER ASSENBLT: BONG SURGE ARRESTOR TU PPL TELCO BOARD CflDUND_ _BM.
6. MINOR MATERIALS
A CONDUIT
o. RIGID GALVANIZED STEEL CONDUIT (RGS)-. UL LISTED, OOMPLUNT. WRIT M51 STANOARO CBE, NOT -DP
GALVANRED WITH WMEDED FITTING. MANUFACOMERS: ALLIED. REPUBUC. WHEATIAND. OR EQUAL
b. CORRUGATED FIFXIBLE,LONDUIT: OURALNE OR EOVA.'... -
c. LIQUID -TIGHT FLEXIBLE MEALLTC CONDUIT (LFMC): UL LABELED, W. RESISTANT, FUME REMDAMT
PVC'JACKU. HOT -OP GALVANIZED; GRAY. MANUFACTURER'S: AFC ANACONDA SOIITHNI E OR EQUAL
I. PVC CONDUIT: SCHEDULE 4- CARLON OR EQUAL -
B: COMER. CABLE JUMPERS: 1/2- LDF-4 MANUFACTURERS: COMMSCOPE RFS OR Pa.
C. FASTENERS AND HARDWARE
a. TO'SECURE RACEWAYS, MUM NON CORRDUNG NON-MAGNETIC MELALUC FASTENERS AND HARDWARE
SUITABLE FOR THE PURPOSE '
D. POWER CABLES-3/C 012 SOON BY SOUTIWARE OR EOUL
E EMERNET CABLES AND CONNECTOR: OMDWR RATED, CAT' SE BELOW OR EQUAL
F. FIBER CABLES: CORNING T'REEDOM FAN OUT -;OUTDOOR RRER CABLE, 4F, SINGLE MODE OR EQUAL
G. RF,TRNSPARENT' PANT FOR ANTENNA CONCOLLMENT: SELECT NO/LOW. CARBON PARRS, WITH NO/LOW
TTAIUY DIOXIDE, AND WITHOUT SUSPENDED META PARTICLES (ALUMINUM, ZING COPPER, ETC)
7. COLOR CODING
A COLOR WOE CABLES AND CONDUITS AS REQUIRED BY SPRINT STANDARD TS-GMG.
B. TESTING AND CONSTRUCTION COMPLETE
A. SWEEP ALL COAXIAL CARLOS ACCORDING TO SPRINT STANDARD TS-0200.
B PANEL ANTENNA AUGNMENT-USING: ELECTRONIC ALIGNMENT TOOL. ADYUM/OOWMILT 3 T DEGREE
C 'LFAVE.EOUIPMENT DE -ENERGIZED" UAL. INSTRUCTED BY ME COMYISSIONNG MD INTEGRATION TEAM 70.
ENERGIZE' .
0. OMER REQUIREMENTS AND DELNEUBLES MAY BE REQUIRED BEFORE ME CONSTRUCTION COMPLETE
MILESTONE CM BE ACTUALIZED IN SNERRA (SPRAYS DATABASE -OF -RECORD).
• .
Sprint
851 DUFALGJR MITT SUITE 300
MARLMD. R 32751
ISLAND CREST
MISM013
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Dewberry Engineers'lm
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CHECKED BY: JM
-------------
PROJECT NUMBER:: 50078995- -
JOB NUMBER 50091893
.SITE ADDRESS:
10680 SOUTH OCEAN -DR
JENSEN BEACH; rL 3M57
SHEET TITLE -
SPRINT
SPECIFICATIONS
SNEEM'NUMBER
SP=2
APPROXIMATE TRUE NORTH
z --" a *
� 0
a
a E+rsecq SPnnt Et ma
_
0
o
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NOTES:
.. 1: NORM ARROW SHOWN AS APPROXIMATE.
2 SOME EXISTING_ & PROPOSED INFORMATION NOT SHOWN
FOR CLARITY.
_]. CONTRACTOR TO VERIFY ALL EXISTING SITE INFORMATION
Ji NOTIrY SPRNT & DEWBERRY ENGINEERS OF ANY
015CREPMCIES PRIOR TO START OF CONSTRUCTION.
4. DEWBERRY WAS NOT PRONGED WITH! ON CONTRACTED TO
PERFORM A STRUCTURAL ANALYSIS ON THIS SIZE. SITE
RELATED IMPROVEMENTS ME NOT TO BE INSTALLED
WITHOUT A PASSING, SIR ICTURAL ANALYSIS..
5. ALL PROPOSED EQUIPMENT INCLUDING ANTENNAS. COAX.
SURGEARRESTORS. RRU'S.ETC SHALL BE MOUNTED IN
ACCORDANCE WITH THE MOUNT ANALYSIS REPORT BY
DEWBERRY ENGINEERS INC. DATED 04/04/18.
6. PANS &ASEO OEN N DRAWINGS BY MORRISON HSHFIELD.
REV: 0. VATFJI 08/30/12 ..
CABLE LENGTHS
FIBER — JUNCTION BOX
125't
TO RRH.
JUMPER —. RRH TO ANTENNA
B't
°
°
a
° d
o
0° d a
a 1° a ® 01
o G �
%-RooilPP� ° ° O
�6spng AT&i
FibCr CemarC °
1
1
E rsang 1 2 PentbP se�.
Liz c-4 c-4
1
C-2
PROPOSED SITE PLAN 1
SCALE 3/16'm1' FOR 11'd7'
0n2"m1' FOR M-04- .
24'
Sprint P 11-00
851 TRMALCAR COURT SURE 300
MNRAND, R 3]]51
IS CREST
MI54XC013
CONSTRUCTION DRAWINGS--
o INMl1B ISED FOR apsui croN
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DRAWN W. HMP..I
RENEWED Em - NRK
CHECKED BY: JM
PROJECT:NUMBEN:.500]8995"
JOB NUMBER: - 50091893
SITE ADDRESS:
10680 SOUTH OCEAN DR-
JENSEN BEACH, FL 34957
SHEET TIME
PROPOSED
SITE PLAN
SHEET NUMBER
C-1
PROPOSED ELEVATION
SC&C-1
'-30` MR 11'.17'
..15' FOR 22w.34'
0*
NOTES
I: NORTH ARROW SHOWN AS APPROMUNTE.
2. SOME DUSTING & PROPOSED INFORMATION NOT SHOWN FOR
CLARITY.
O. CONTRACTOR TO VERIFY ALL. IOUSTING SITE INFORMATION &
NOTIFY SPRINT & DEWBERRY ENGINEERS OF ANY
DISCREPANCIES PRIOR TO START OF CONSTRUCTION.
4. DEWBERRY WAS NOT PROVIDED WITH OR comcm To
PERFORM A STRUCRIM ANALYSIS ON THIS:STIE. SITE
RELATED IMPROVEMENTS ARE NOT TO BE INSTAULED
WITFIDUT A PASSING STRUCTURAL ANALYSIS.
5; ALL. PROPOSED EQUIPMENT INCUJOING ANTENNAS, CM,
SURGE ARRESTERS, RRU'S, ETC. SHALL BE MOUNTED IN
ACCORDANCE WITH THE MOUNT ANALYSIS. REPORT BY
DEWBERRY. ENGINEERS INC. DATED 04/04/18: A.C.L. ABOVE GRADE LEVEL
6. PLANS BASED ON DRAWINGS BY MORRISON HERSHFIELD. C.L CENTER LINE
REV. 0. DATED 08/20/12.
QL OF SPRINT ANTENNAS
G,gdi
AGL m�
sprint-
01 TRAFALGAR COURT SUITE 2100
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mwm BY.
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CHECKED BY:
Piowwr Numam.
50076995
Poll NUMBER,
50091893
SITE ADDRESS:
106.80 SOUTH -OCEAN DR,
JENSEN BEACH, FL 34957
I SHEET TIRE..
PROPOSED
ELEVATION
SHEET NUMBER
C
sl. 90REMAIN) -
(To REmAN)
le cz
x
m
0
(TO REMAIN) t
r
� � J
Es•sYng 695
Er sting 800 NN: Eller
r6.
I TYP -1 Per Sector3 Rotary
REMAIN)
\\\
J
_
�E..56N Cobb Tray
�(
E.,$I,nq PRUS-11 /
'
(1yo.-i Per sector 3 Rohl),
'(TO REMAIN)
Ensboq RRVS st %.� 1�
Ens: q Ras
Cab !
(TYP-1 Per Sector, 3 Ta: I)
(TO REMAIN)
�'
I (TO REIWN)
Enz;inq SPrmt.
cabin, rrov i. '
EXISTING EQUIPMENT PLAN- 1
SCALE 1/4'-1' FOR 11'.17'
1/2'.1" FOR 22i34-
0' t' 2• . . 4.
Nam.,.,
1. NORTH ARROW SHOWN AS APPROXIMATE
2. SOME EXISRNO It PROPOSED INFORMATION NOT SHOWN FOR
CLARITY. .. .
3: CONTRACTORTO VERIFY ALL EXRTNO SITE INFORMATION &
NOTIFY SPRINT & DEWSERRY ENGINEERS OF ANY
DISCREPANCIES PRIOR TO START OF CONSTRUCTION.
& OEWBERRY WAS NOT PROVIDED WITH OR CONTRACTED TO
PERFORM A STRUCTURAL ANALYSIS ON THIS:TIE SITE
RELATED IMPROVEMENTS' ME NOT TO BE INSTALLED
WITHOUT A PASSING. STRUCTURAL ANALYSIS...
5: ALL PROPOSED EQUIPMENT INCLUDING ANTENNAS. COAX.
SURGE ARRESTORS. RRU'S. ETC. SHALL BE MOUNTED IN
ACCORDANCE WON THE MOUNT ANN.YSIS.REPORF BY
DEWBERRY ENGINEERS INC. DATED 04/04/18:'
6. PLANS BASED ON DRAWINGS BY MORRISON HERSHFELD.
REV. 0, DATED'OB/20/12.
(TO REMAIN)
Eds Jig Clena 3911
Sprint
)00
N' . • " - BSt TRAFAI.GM SUI
TE
COURT T E 300
b - MMVND, FL UI
r�
51
rw
I ISLAND CREST
tA
' M154XCO13
4 PROPOSED RRUS-82 MOUNTED BACK
TO BACK ON !DUSTING RRU MOUNT
E.;sang Sea
S (TYP.-1 PER SECTOR. 3 TOTAL) + +
C-
'.Iter Eabinel
E st q RP-JS-I1_j I
i Per Sect Tot") /
f PROPOSED. MOO M19 FlLTT S
.-1 PER ALPHA SECTOR) C 5
E eTaq P.PuS-31, E+C.e t
fire.-1 P S_ctoT. 3 rotary !� � Cobme
CooE:3
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.PROPOSED EQUIPMENT PLAN
. SCALE: 11C-l'FOR 11117-
1/2'-1" FOR 2Y.34'
0' 1' 2- ('
.
-
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RENEWED' BY:. NRK .
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.80070998
PROJECT NUMBER..
JOB NUMBER_ - - 30091 H93'
SITE ADDRESS:
10680 SOUTH OCEAN DR
JENSEN BEACH, FL 34957
SHEET TITLE
EXISTING & PROPOSED
EQUIPMENT PLANS
SHEETNUNDER
C-3
C CD
G AI
ya
Q
-265' P: mufn
E—t., SP+mt NV A,
ITrR.-1 Pv sector.
(TO R
GI
V-
s'
EXISTING ANTENNA LAYOUT 1
SCALE N.T.S.'
L S RESPONSIBLE: FOR.VERIFYMG COSTING
AND IDENTIFYING ANY EXISTING CONFLICTS
BUT NOT LIMBED TO DUSTING CCAXW.
tl0TE5:
1. NORM ARROW SHOWN AS APPROXIMATE
2. SOME EXISTING &, PROPOSED INFORMATION NOT SHOWN FOR
CLARITY. '
3. CONTRACTORTO VERITY' ALL COMING SRE INFORMATION &
NOTIFY SPRINT & DEWBERRY ENGINEERS OF ANY
DISCREPANCIES PRIOR TO START OF CONSTRUCTION.
A. DEWBERRY WAS NOT PROVIDED WIN OR CONRUCTED TO
PERFORM A STRUCTURAL ANALYSIS ON THIS SITE SITE
RELATED IMPRO%9VJENTS ME NOT TO BE INSTALLED
WITHOUT A PASSING STRUCTURAL ANALYSTS:
5. ALL PROPOSED EOUIPMENT INCLUDING ANTENNAS, COM.
SURGE ARRESTORS, RRITS, ETC. SHALL BE MOUNTED IN
ACCORDANCE WITH THE MOUNT ANALYSIS.REPORr BY
DEMERRY.ENGINEERS INC. Gone CX/OX/1B:'
6. PINTS BASED' ON DRAWINGS BY MORRISON.HMSKRELD,
REV. 0. DATED'0/20/12.
e
0.
1M
/ PROPOSED SPRINT 2500 MH2 ANTENNI
C-5 (TYP.-T PER SECTOR. 3 TOTAL
A±
Al
Bt
i 1 I
II `I
PROPOSED ANTENNA LAYOUT(-,1
SCALE'NT.S
ANTENNA SECTOR EQUIPMENT' SCHEDULE
..
SECTOR
ANTENNA MODEL
IECIWf1LiWY
mum
CENTER
CENTER
CABLE
LENGTH
FIRE
COUNT
RRU
MODEL
ADDITIONAL
EQUIPMENT
CABLE
FEEDER
I
tE) IR-is
(E) NV ANTENNA
800r ISOE9.IH:
3'S'
125'
125'
(E) 800MH: FILTER
(D ... .
(P) TM55M-1ER
25GOMH2
32Y
128'
125'
1
(P) MUS-82.
(P) 2.5GH. FILTER
(P) Ram
11
:fife,=d3
6.1-
f-'+•_'
T25:
IT) 9ooNH_ 11LTEB
(E) N"F}PoU
= 31
BETA
(P) ITTT65AP-IM
2500".
115
123'
In,
1
(P) RRUS-132
-
-
(E) N.V. ANTENNA
600/19001JX:
:55
:--5
1
-
7.n-
(E) M16R0
1
�r PPV$-
(P) TITTBSAP-IXR
25DCMH2
25T
128'
125'
1
(P) MS-82
-
-
S ring
p �
SET RUFALGAR COURT sun 300
MgRAIIO, FL 32751
ISLAND CREST
M154XC013
@ :Dewberry
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STAT. OF.
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.t_ �. [OR10p'.' S�4
IT
DRAWN BY:- NMi'
REMEWEO'BY:.. NRN
CHECKED W. JM
PROJECT NUMBER: 50078995
JOB NUMBER; S0091 B93 -
SITE AGDREss:
10680-SOUTH OCEAN DR...
IENSEN BEACH, FL 34957
SHEET TITLE
EXISTING & PROPOSE D
ANTENNA LAYOUTS
SHEET.NUMBER"
C-4..
NOTES
1. MOUNT ANTENNA PER
MANUFACTURER'S
RECOMMENDATIONS
2. WEIOW DOES NOT INCLUDE
MOUNTING BRACKETS,
ANTENNA SPEancArONS
MANUFACTURER
COMWSCOPE
MODEL NUMBER
TVT165AP-1)01
DIMENSIONS (H.W.D)
63.4� A lZW K 4.6'
WEIGN
37.3 LBS
ISOMETRIC ANTENNA DETAIL 1
SCALE N.T.S. ..
MANUFACTURER
ERICSSON
MODEM. NUMBER
RRUS-62
OMENSIONS:
2}.6271.IS0V/1G96'D
WEIGHT:
BID USS
(EXCL MOUNT)
NOTES,
I. GROUND EQUIPMENT ANO MOUNTS PER
WNUFACTURER'S RECOMMENDATIONS
AND SPRINT STAN•OMOS.
2. MOM EQUIPMENT PER
,MANUFACTURER'S RECOMMENDATIONS.
3, CONnRM REQUIRED EQUIPMENT WITH
LATEST REDS
RRUS-82 DETAIL 4
SCALE 'N.J.& ..
O ALP FILTER
PER ALPHA FILTER
C-5
TO BACK ON
NRUS-D2 MOUNTED BACK e
TO POSED R EGVDNUS-152G MOUNTED
MOUNT
PER SECTOR. 3 TOTAL) C-5
RRUS MOUNTING DETAIL �1
SCALE NS.S '
MANUFACTURER:..
NSN . .
MODEL NUMBER:
2.5 RADAR FILTER-FW1S
QMENSIONS:
10.8'Ha11.911k2.9b
WEIGHT:
17.t LBS
NOTES,
1. GROUND EQUWMW AND MOUNTS PER
MANUFACTURER'S. RECOMMENDATIONS
AND SPRINT STANDARDS.
2. MOUNT EQUIPMENT PER
MANUFACTURER'S RECOMMENDATIONS.
3. CDNNRM REQUIRED EQUIPMENT MAIM
- WEST RIDS ..
FILTER MOUNTING DETAIL %1
SCALE: N.T.S.
iiw PROPOSED 7-0" LONG..2-7/BCD O.D.
I'-l
MOUNTING .PIPE
PER SECTOR. 3 TOTAL)PROPOSED ANGLE WALL MOUNT W
(SUE PRO 1 P/N: WMA300 OR �, PROPOSED SPRINT 2500 MN2 ANTENNA e
APPROVED EQUAL) (TR.-1 PER SECTOR• 3 TOTAL)
(TYP: 1 PER SECTOR. 3 TOTAL) ., T C-5
(IYP.-4 PER
BRACKET
MOUNTING
NQIF:
1. ALL ANTENNAS. CORK AND AMENNA SUPPORT
EQUIPMENT TO BE INSTALLED N ACCORDANCE WON
STRUCTURAL ANALYSIS AND FINAL W DATA S ECr.
ANTENNA MOUNTING DETAIL WITH RRU �1
SCAM' N.T.S. `
SECTOR PLUMBING DIAGRAM %1
SCALE: N.TS. ...._ O
Sprint*
631 TRAFALGAR COURT SUITE 300
MAIIIANo. FL 32751
ISLAND CREST
M MkIC013
loz :Dewberry
Dewberry Engineers Inc.
eW NDRMMAGNOUAAVE
SUITE iigO.-..
. Difl/IIOO, FL72®
PHONE. tl]5165120
F]JL4D]61fURG
c EIVS.
3'159 Y
0 1 $TAT OF
%
R s . vn1A1mH��F
'
DRAWN BY. HAP:
REVIEWED W. NRK.
CHECKED BY: JAA
PROJECTNUMBER:; SOO7B995
JOB NUMBER:. 50,091693
SITE ADDRESS:
10686 SOUTH OCEAN DR-
JENSEN BEACH, FL 34957
SHEET TITLE
CONSTRUCTION
DETAILS
SHEEr'NUMBER
C-5
SURF
/6
G
RRH POLE MOUNT
GROUNDING DETAIL
S •' N.T. .r
EXSTING MAIN
BONDING JUMPER
E%ISTWG GROUND ELECTRODE
CONDUCTOR
TYPICAL ANTENNA
GROU.NDING DETAIL
• N.T: . . - .. Q
NEW ]R --
PANELSCHEDUIE
CALCULATED DEMAND LOAN.- BJ AMPS
120/240V, 10, 3W, 200A MNN "
CO
DESCRIPTION
ALP
AIB
DERIPTION
SC
1
_
SPACE -
TO-
60
SURGE PROTECTOR
T
B
].
UGM
.20
—.
SPACE
9
4
9
RBS 6102
lDO
—
PACE
10
15
GitT RECEPTACLE
it
e
FAN FOR TELCD PANEL
10
='
SPACE
IZ
n91E:
1. FIELD VERIFY BREAKER PANEL LAYOUT AND AbPERME
EXISTING
ZMETER
TO EATSIINC LOADS (REFER TO
PANEL SCNEOULE)
/2 INSULATED
SIWWDED TAP
1/4' UNC
BOLT (CU.)
WASHERS
� EQUIPMENT
CONNECTION.TO EQUIPMENT DETAIL 3
SCALE: N.T.S. -
/6
E%ISfING GROUND.TO
- AU6TER GROUND BAR
Nam_ 5:
1. BONO.ANTENNA GROUNDING KM CABLE TO TOP CIGBE
2. BOND ANTENNA GROUNDING NQ 'CABLE 70 BOTTOM GGBE.
3. TYPICAL FOR FOR ALL �SECTORS. "
SCHEMATIC GROUNDING DIAGRAM %1
SCALE' N.LS Y
ONE -LINE DIAGRAM-%1
SCALE N.T.S. �j
COPPER -
COMPRESSION
STAR WASHER (IYP.) MT WASHER (mJ
]/B'd' HEX HEM
CAP SCREW
NUT OYP.) GROUND BM
EXPOSED BARE COPPER TO BE
w _ Krro ABSOLUTE MINIMUM'
NO
GROUNDING C1BlE. INSULAPON ALLOWED WRHW THE
COMPRESSION TERWNAL_(ttPJ
SECTION 'A -A' -
A
STAINLESS STEEL TWO HOLE
COMPRESSON
TERMINAL
GROUNDING CABLE
GROUND BAR
A
ELEVATION
NOTES -
I. DOUBl1NC MP OR STADKWG OF
_ CONNECTIONS I& NOT f+ERA6ffEp.
t, 0%IDE INHIBITING COMPOUND TO BE
USED AT ALL LOCATIONS.
TYPICAL GROUND BAR
MECHANICAL CONNECTION DETAIL
SCALE: N.T.S.: .
CIRCUIT SCHEDULE
x0
moM _
- -
To
-
cpxncMRAnax
'O.
UTILITY SOURCE
METER
EXISTING
O
METER
SERVICE OISCONNECf, TRANSFER
EXISTING
LOAD DENIER
O
SERMLE DISNNECT, TRANSFER
GENERATOR
EXISTING
. 'hWLOAD CENTER
RECEPTACLE .
OSERVICE
DISCONNECT, TRANSFER
IXISTWG SPfliM AO/Bf5
E%ISTINLOAD
.
h IDCENTER' _
GCABINETCABINET-
ODams.
SPRINTNN BR
EXISTING SPRINT
EXISTINGCABINET
BATTERY CABWEf
iG 20G SPRINT PPC EXISTING NNBIS EXISTING BATTERY CABINET
T .
. LTE-BBU 2.5 BATTERY '
TO IXRlP1G LOADS .(REFER TO - .
PANEL SCHEDULE)
RECTIFIER SHELF 2.5 .
OIIRINE OP EXISTING PPC
CABINET
Sprint*
�%
85/ TRAFALOM COURT SURE JOD
EWiLMD, FL 12151
ISLAND CREST
M154XC013
t•1q D 1.� 1 E4QIFE 1 P1 D T� Il EI9' PT I C ll1.7
iA
AM
.Dewberry®
Dewberty Engineers Inc.
®6NORTHMAGNOWAYE
SUREimP.. .
DRLAmD,RS1B6l
PHONE. 07.6ATS13O
_ FAY 9PF.NGB0M
•315STATE �.
IT
flENEWEO BY:.
NRK
cNECKED Br: -
- - drA
PRDIECT:NMMBER
5OO78995-
JOB NMMBERi
50O91 B9J
BITE ADDRESS: '
10680 SOUTH
JENSEN BEACH,
OCEAN DR.
'FL 34957
SHEET TIRE..
' ONE LINE DIAGRAM &
GROUNDING .DETAILS
SHEET NUMBER
E-1