HomeMy WebLinkAboutPLANS'a
E _ WFTPIERCE
FA # 10080502
CROWN CASTLE BU# 813812
CROWN APPLICATION #1482523
at&t
8701 ORANGE AVENUE
SCANNED FORT PIERCE, FL 34945
BY
St. Lucie County TOWER UPGRADE - 4C/5C/6C/4TX4RX/4TX4RX
PACE JOB #: MRSFLO16371
LOCATION MAP APPROVALS DESIGN CRITERIA INDEX OF DRAWINGS
FLORIDA BUILDING CODE ( PER
EDITION) 5 —17 OF
x �❑ I ANSIE 7-1 -222-G (ALLOWED PER EXEMPTION #5 OF 1609.1.1) SHT' DESCRIPTION REV
� .t - , ❑I 4�—� /SCE 7-10 NO. N0.
------U VULT = 157 MPH ULTIMATE 3 SECOND GU PROPERTY OWNER DATE ( T-1 TITLE SHEET
VASD = 122 MPH (NOMINAL 3 SECOND GUST)
RF ENGINEER DATE RISK CATEGORY = II GN-1 GENERAL NOTES, ABBREVIATIONS
_._..._. o EXPOSURE asC ARCHITECTURAL CIVIL PLANS
IMPORTANCE FACTOR- 1.0 /
CONSTRUCTION DATE
wl -NATIONAL ELECTRICAL CODE, 2014 .EDITION (TIFF/ 70-2014) C-1 SITE PLAN
w sire LocAno - FLORIDA FIRE PREVENTION CODE (2015)
£ f/0 SITE ACQUISITION DATE - CONTRACTOR TO CONFIRM THAT THE SITE IS COMPLIANT WITH STRUCTURAL PLANS
RF WARNING SIGNAGE &EMERGENCY SIGNAGE AS REQUIRED BY
I x DATE THE FEDERAL GUIDELINES CONTAINED WITH OET 65 BULLETIN & S-1 TOWER ELEVATI ZONING ON AND ANTENNA ORIENTATION
NETWORK DATE AS PER AT&T GUIDELINES S-2 MISCELLANEOUS DETAILS
CONSTRUCTION NOTES S-3 MISCELLANEOUS DETAILS
OPERATIONS DATE ANTENNA PLANS
1. CONTRACTOR SHALL VEMFY ALL PLANS MID EXISTING DIMENSIONS AND
m CONTRACTOR CONDITIONS ON THE JOB SITE AND SHALL IM BEIAIELY NOTIFY THE
'y g DATE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH
-1 ANTENNA SCHEDULE
N pH THE WORK OR BE RESPONSIBLE FOR SaME ELECTRICAL PLANS
n I! 2. CONTRACTOR SHALL CONTRACT AT&T IMPLEMENTATION PM OR E-1 ANTENNA RISER DIAGRAM
ro
SITE FE FOR ACCESS REQUIREMENTS.
VICINITY MAP PROJECT SUMMARY a THIS PRO FLT corasls of THE INsuunoN OF. _
c (3TCV)rFR /8664-8843-8843, EW ANTENNAS. (Arlo ALL ASSaaATED3) REPLACEMENT es/B s
SITE NAME: WFTPIERCE GROUND WOW-
(
&&� FA SITE NUMBER:
as 10080502 ALL ASSOCIATEDTED WOW, OIrEhEfJf B14-4478, (6) NEW gPlD9RS, &
ca 5 e1 4. MUM WILL BE OFF AIR FOR 4-7 DAYS DURING ANTEIM MOUNT
PARCEL: 2311-320-0000-000/4 INSTALLATION.
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3 ;; :,.� w� y„-t'"1�� ��a� �E COUNTY: ST LUCIE -
W y } § " 3 [ood JURISDICTION: ST LUCIE COUNTY Y CONTACTS
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c ) , t SITE COORDINATES: N 27.4455944' APPLICANT:
I W 80.4127944• CANT:
a 3 sRELOOC AnON SITE TYPE: 4C/5C/6C/4TX4RX/4TX4RX
�. 8601 W SUNRISE BLVD I:
i " STRUCTUREPLANTATION, FL 33322RE TYPE: SELF SUPPORT TOWER
E'. w I TOWER HEIGHT: 250'-0' AGL n
1 TOWER OWNER: p CN�i Sivas
CROWN CASTLEC.L. ANTENNA HEIGHT: 146'-0" AGL t
o �f 6420 CONGRESS AVENUE, SUITE 2000
�+ n u BOCA RATON, FL 33487
lo
a1 ENGINEER:
P"o` -- 1-- -� USA ENGINEERING
w ry'�g 2818 CYPRESS RIDGE BLVD. SUITE 110 CL( -
o —'j --- WESLEY CHAPEL,—FL-33544 ----
a - CONTACT: MARC P. MAIER, P.E.
DRIVING DIRECTIONS PHONE: (813) 994-0365
o PROJECT REFERENCES
OFPPRT FROM AT&T OFFICE 9801 W. SUMdSE BLVD., PWJTp110N, R. 33322 PROJECT INFORMATION
1. Depart SR -SW W / W SanHss Blvd toward N Pine Island Rd 0.4 mI 1. THESE PLANS WERE COMPLETED PER PRELIMINARY/APPROVED 1. THIS IS AN UNMANNED FACILITY AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF
2. Tam back on for Ro E / W Sunrise oral Pods Orlando
]-Eleven an the n9M1t i, 1.0 mi 4.1 mi LTE 5C RFDS ID#: 2591079 V1.00, DATED 01/28/19. PROVIDING PUBUC CELLULAR SERVICE.
]. Taus name Leta for Florian: Turnpike SR North Lard F Oierce Toll Bch
9a.0 mi CONTRACTOR SHALL REQUEST CURRENT RFDS & WORKBOOK
2c a. At exit straight
tote more right far SR-7o toward Ft Pierce / Vero Bch os mi FROM CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. 2. AT&T CERTIFIES THAT THIS EQUIPMENT FACILITY WILL BE SERVICED ONLY BY AT&T EMPLOYEES AND SUBCONTRACTORS AND
5. Keep stmigM1l onto SR-71] / S Kings Hwy Pass Love's Country Store in 2.4 mi 2.4 mi
,�„ a. Turn left onto Orange Ave / CR-fin W Inve's Country Store on the comer 0.9 Tut THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE
z ArHw at 8701 Ormyie Avenaa R Pierce FIL. 34945 FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY.
w 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION.
4. NO WASTEWATER WILL BE GENERATED AT THIS LOCATION.
REV
DATE
OMRIPIION
A
1IM119
PRELIMINARY CDs REV 'A'
0
2/4/19
REV 0 GO. ISSUED
US1, DIG PROJECT NO.: 12190001-11
DFNWN 9Y:
CHECKED W.
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• •
8601 W SUNRISE BLVD
PLANTATION, FL 33322
010"'*4 CROWN
w,.o CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON, FL 33487
PREPARED BY:
®IENGINEERING
2818 CYPRESS RIDGE BLVD.
sun 110
WISILEY CHAPEL FL 3354E
L
FEBRUARY 04, 2019
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER LIC. p 72513
WFTPIERCE
FA #10080502
CC BU# Si38312
8701 ORANGE AVE
FT PIERCE, FL 34945
TITLE SHEET
SHEET NUMBER
1 1 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. ) I
T-1
LH�I.L�IN�I•�6I�i1
1. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN AT&T OR
IT'S DESIGNATED REPRESENTATIVE.
2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE
CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE
CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT
DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS
ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS
KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY
LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE AND/OR
COUNTY IN WHICH IT IS TO BE PERFORMED.
3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE
SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED
HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT.
4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION
PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE STRUCTURE AND ITS
COMPONENT PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS. THIS
INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY
BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL
SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR
AFTER THE COMPLETION OF THE PROJECT.
5. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE
DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE TESTING
AGENCY PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR
CONSTRUCTION WORK ON THIS PROJECT. ANY DISCREPANCIES SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S
ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS
TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE
METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT
THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO
THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT INCLUDE
INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES.
6. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD
QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE
CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY
APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO
INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO
THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND
SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH
THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS
PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE,
AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK.
8. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF
THE LOCAL BUILDING CODE.
9. ALL PROPOSED CELLULAR EQUIPMENT AND FIXTURES SHALL BE FURNISHED BY
OWNER FOR INSTALLATION BY THE CONTRACTOR, UNLESS SPECIFICALLY NOTED
OTHERWISE HEREIN.
10. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR
SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK
SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR
APPROVAL-
1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE A.I.S.C.
SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN
AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE A.I.S.C. CODE OF
STANDARD PRACTICE.
4. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS
SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION
DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE
REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE
GRADE 304 STAINLESS STEEL.
5. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60, DEFORMED
BILLET STEEL BARS. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO
ASTM A185.
6. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE
LATEST A.I.S.C. SPECIFICATIONS.
7. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY
THE STEEL FABRICATOR IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS.
B. HOT -DIP GALVANIZE ITEMS SPECIFIED TO BE ZINC -COATED, AFTER FABRICATION
WHERE PRACTICAL. GALVANIZING: ASTM A 123, ASTM, A 153/A 153M OR ASTM
A 653/A 653M, G90, AS APPLICABLE.
9. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PAINT
CONFORMING TO ASTM A 780 OR BY APPLICATION OF STICK OR THICK PASTE
MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF GALVANIZING. CLEAN AREAS
TO BE REPAIRED, AND REMOVE SLAG FROM WELDS. HEAT SURFACES TO WHICH
STICK OR PASTE MATERIAL IS APPLIED WITH A TORCH TO A TEMPERATURE
SUFFICIENT TO MELT THE METALLICS. IN STICK OR PASTE, SPREAD MOLTEN
MATERIAL UNIFORMLY OVER SURFACES TO BE COATED AND WIPE OFF EXCESS
MATERIAL.
10. CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S INSTRUCTIONS/SPECIFICATIONS
IF NO INFORMATION IS CONTAINED IN THESE PLANS OR IF THE MANUFACTURER'S
SPECIFICATIONS ARE STRICTER.
PERMITS,
1. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM
ALL APPLICABLE GOVERNMENTAL AGENCIES.
2. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S
RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY
ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS.
3. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE ACI 318-14,
"BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE".
4. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY
OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
5. ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR
TO COMMENCING CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF
DISCREPANCIES ARE DISCOVERED. THE CONTRACTOR SHALL HAVE A SET OF
APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING
PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR
CONTACT BY GOVERNING AGENCY INSPECTORS.
1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES
SHALL CONFORM TO ASTM A307 OR ASTM 36. ALL STRUCTURAL FASTENERS FOR
STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL
BE 5/8" MIN. DIA. BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM
THE PLANE. ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE
GALVANIZED UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE
STAINLESS STEEL
2. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO
SECURE THE CABLES. CONNECTION HARDWARE -SHALL BE STAINLESS STEEL.
2. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL 3. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL
STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL VERIFY NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING
STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. ALL CONSTRUCTION.
STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 4. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND
CONDUCTORS. USE GRADE 304 STAINLESS STEEL HARDWARE THROUGHOUT.
3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) 5. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES
D.1.1/D1.1M:2010. STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL REQUIRING GROUND CONNECTIONS.
BE E7OXX.
6. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID
SHARP BENDS. ALL BENDS TO BE A MIN. OF 8" RADIUS.
7. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS, USE A
TWO -BOLT HOLE NEPA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED
EQUAL
8. FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS AND CADWELDS, APPLY A
LIBERAL PROTECTIVE COATING OR AN ANTI -OXIDE COMPOUND SUCH AS
'NO -OXIDE A' BY DEARBORN CHEMICAL COMPANY.
9. REPAIR ALL METAL SURFACES THAT HAVE BEEN CUT OR DAMAGED BY REMOVING
ANY EXISTING RUST AND APPLYING COLD GALVANIZATION.
10. ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS.
CABLE LENGTHS LISTED ARE APPROXIMATED AND ARE NOT INTENDED TO BE
USED FOR FABRICATION. DUE TO FIELD CONDITIONS, ACTUAL CABLE LENGTHS
VARY. CONTRACTOR MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO
ORDER.
REV
DATE
DESCRIP1ION
A
1/29/19
PRELIMINARY CDs REV 'A'
0
2/4/19
REV 0 CDs MUM
USA ENG PROD C NO.: 12190001-11
DRAWN WY:
CHECKED W.
ML
FN
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8601 W SUNRISE BLVD
PLANTATION, FL 33322
Cis CROWN
v CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON, FL 33487
PREPARED BY:
®IENGINEERING
2818 CYPRESS RIDGE BLVD.
sun 110
WESlE1' CHAPEL FL 33544
LFL 3ODA9J3 705
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=EBRUARY 04, 2019
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER UC. # 72513
WFTPIERCE
FA #108SO58z
CC BU# 813812
8701 ORANGE AVE
FT PIERCE, FL 34945
GENERAL NOTES,
ABBREVIATIONS
SHEEP NUILBER
G N-1
NOTES:
1. CONTRACTOR TO FILL ANY EXISTING
GRAVEL AREAS THAT ARE DISTURBED
DURING THE COURSE OF
CONSTRUCTION, GRAVEL TO MATCH
EXISTING.
2. THE CONTRACTOR TO ENSURE THAT NO
DAMAGE OR DEBRIS OCCURS ON THE
ADJACENT PROPERTIES.
3. THE CONTRACTOR SHALL SEED ALL
DISTURBED AREAS WITH LOW
MAINTENANCE NATIVE GRASS AND
COVER WITH APPROVED STRAW.
4. CONTRACTOR SHALL PROVIDE ALL
REQUIRED EROSION CONTROL
TECHNIQUES AND BEST MANAGEMENT
PRACTICES PER LOCAL AND AND STATE
REQUIREMENTS AS APPLICABLE.
5. NORTH ARROW SHOWN ON PLANS
REFERS TO TRUE NORTH. CONTRACTOR
SHALL VERIFY NORTH AND INFORM
ARCHITECT/ENGINEER OF ANY
DISCREPANCY BEFORE STARTING
CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR MODIFYING
THE RAYCAP INSTALL AT GRADE LEVEL TO
ACCOMODATE THE QUANTITY OF RRU'S.
THE CONTRACTOR MUST FIELD VERIFY
ALL MEASUREMENTS AND FIELD
CONDITIONS PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
CALL FLORIDA 811
ONE CALL - DIAL 811
CALL 3 WORKING DAYS
BEFORE YOU DIG
1-BOD-6384097
NOTE
• PROPOSED 700/B14-4478
TO BE INSTALLED AT
GROUND LOCATION
(1 PER SECTOR, 3 TOTAL)
• PROPOSED DIPLEXERS TO BE
INSTALLED AT GROUND
LOCATION
(2 PER SECTOR, 6 TOTAL)
EXISTING AT&T
WAVEGUIDE BRIDGE
EXISTING AT&T
GPS ANTENNA-
(TYP. OF 2 TOTAL)
EXISTING AT&T CABLE
ALONG EXISTING
WAVEGUIDE BRIDGE
ITS
♦ i
EXISTING MULTI -METER ♦ �
UTILITY FRAME
A/C EXISTING
GRAVELED
AREA
EXISTING
EXISTING
AT&T
HANDHOLE (TYP.)
EQUIPMENT
SHELTER
♦\'=
EXISTING
TELCO PED
TYP. OF 2 �(
f♦♦.EQUIPMENT
"!.♦ `trV�� o
'IrY h� Y'♦a�
/.1rYYLIY��.
EXISTING
UTILITY
� �
EXISTING
ABANDONED
EXISTING
CONCRETE PAD -
BUILDING
EXISTING
I
_
_
.,
GRAVELED
AREA
-
- ..___
SITE PLAN
G, SCALE:,^=10'
12' WIDE
GATE
EXISTING SPRINT TELCO &
METER ON CONCRETE POST
. EroSL�TSTI NG
SPR^NTCQEIIdEFAV®R
WAVEGUIDE
(TYP. OF 4)
VERIZON GEN.
EXISTING
VERIZON
WIRELESS
EQUIPMENT
SHELTER
EXISTING UTILITY
H-FRAME
EXISTING 6' HIGH
CHAIN -LINK FENCE
(TYP.)
fREV I DATE I DESCRIPTION 1
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IUS♦ ENG PROJECT NO.: 12190001-11 1
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at&t
8601 W SUNRISE BLVD
PLANTATION, FL 33322
CROWN
CCCASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON, FL 33487
PREPARED BY:
�IENGINEERING
MIS CYPRESS RIDGE BLVD.
SUITE 110
WESLEY CHAPEL, R 33544
(813) 994-0365
R C0A #31705
4 e Y
N0 72513 y
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>olOBp'oNA'
FEBRUARY 04, 2019
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER LIC. N 72513
WFTPIERCE
FA #zooBoSot
CC BU# 813812
8701 ORANGE AVE
FT PIERCE, FL 34945
SITE PLAN
C-1
V
NOTES:
1. A STRUCTURAL ANALYSIS SHALL BE
PERFORMED BY THE OWNER'S AGENT TO
CERTIFY THAT THE EXISTING/PROPOSED
COMMUNICATION STRUCTURE AND
COMPONENTS ARE STRUCTURALLY
ADEQUATE TO SUPPORT ALL EXISTING
AND PROPOSED ANTENNAS, COAXIAL
CABLES AND OTHER APPURTENANCES.
THE OWNER'S AGENT SHALL FURNISH A
CERTIFICATION LETTER SEALED BY A
REGISTERED PROFESSIONAL ENGINEER
STATING THAT THIS STRUCTURAL
ANALYSIS WAS PREPARED IN
ACCORDANCE WITH ALL APPLICABLE
CODES AND STANDARDS. '
2. IF ANY WORK IS PERFORMED AT THIS
SITE THAT REQUIRES THE SITE TO BE
OFF AIR OR TURNED DOWN, THE SWITCH
IS TO BE NOTIFIED 48 HOURS PRIOR TO
CONSTRUCTION VIA NCR/CTS.
3. INSTALLATION SHALL BE CONDUCTED BY
FIELD CREWS EXPERIENCED IN THE
ASSEMBLY AND ERECTION OF RADIO
ANTENNAS, TRANSMISSION LINES, AND
SUPPORT STRUCTURES. ANTENNA WORK
TO BE INSTALLED PER THE
REQUIREMENTS OF THE TOWER
MANUFACTURER'S SPECIFICATION.
4. ANTENNA AND MOUNT DESIGN MUST
COMPLY WITH TIA-EIA-222-G AND ALL
LOCAL CODES.
5. CONTRACTOR TO PROVIDE THE PROPER
COAX JUMPER SUPPORT ATTACHMENTS
TO THE TOWER AND ANTENNA MOUNT.
1. REFER TO RFDS FOR ADDITIONAL INFO.
2. ADJUST ANTENNA MOUNTS AS REQUIRED TO
ACHIEVE THE AZIMUTH SPECIFIED AND LIMIT
RF SHADOWING
3. UNLESS NOTED OTHERWISE THE
CONTRACTOR MUST PROVIDE ALL MATERIAL
NECESSARY.
4. CONTRACTOR TO RETURN ALL EXISTING
ANTENNAS BEING REMOVED TO AT&T.
CONTRACTOR IS RESPONSIBLE FOR MODIFYING
THE RAYCAP INSTALLED ON THE TOWER TO
ACCOMMODATE THE QUANTITY OF RRU'S.
THE CONTRACTOR MUST FIELD VERIFY ALL
MEASUREMENTS AND FIELD CONDITIONS PRIOR
TO THE COMMENCEMENT OF CONSTRUCTION.
EXISTING AT&T CABLES ROUTED
UP THE TOWER PER STRUCTURAL
ANALYSIS.
EXISTING SELF
SUPPORT TOWER
EXISTING AT&T
EQUIPMENT SHELTER
TOP OF TOWER
ELEV. = 250'-0" AGL
OTHER CARRIERS OMITTED FROM
TOWER TO PROVIDE CLARITY
q OF EXISTING &
PROPOSED AT&T ANTENNAS
ELEV. = 146'-0- AGL
C1 TOWER ELEVATION
5-4 SCALE: N.T.S.
EXISTING ANTENNA IN POSITIONS #1
TO REMAIN
(ALPHA & GAMMA SECTOR, 2 TOTAL)
EXISTING RRUS-32 ON BACK TO BACK RRU
MOUNT IN POSITION #1 TO REMAIN
(1 PER SECTOR, 3 TOTAL)
EXISTING ANTENNA IN POSITIONS #3 & #4 TO
REMAIN (ALPHA & GAMMA SECTOR, 4 TOTAL)
EXISTING RRUS-11 & RRUS-32 B2 ON BACK TO
BACK RRU MOUNT IN POSITION #3 TO BE
REPLACED (2 PER SECTOR, 6 TOTAL)
EXISTING RAYCAP SURGE PROTECTION BOX
MODEL #DC6-48-60-18-8F &
#DC6-48-60-18-8C TO REMAIN (3 TOTAL)
EXISTING ANTENNA IN POSITIONS #1 & #4 TO
REMAIN (BETA SECTOR, 2 TOTAL)
EXISTING ANTENNA IN POSITIONS #3 TO BE
REPLACED (BETA SECTOR, 1 TOTAL)
BE7�
n EXI: STING ANTENNA CONFIGURATION DETAIL
S•t SCALE1 =8'
,A
.
CONTRACTOR TO ENSURE MINIMUM OF 36' EDGE TO
EDGE SEPARATION BETWEEN THE 700 812, B17, B29
NOTESA
AND 700 B14 ANTENNAS PER SECTOR AND THE
�_
ANTENNA BACKPLANES OF SAME ON DIFFERENT FACE'S
REFER TO RFDS FOR
ADDITIONAL INFO.
n
(ADJACENT SECTORS ON SAME RAD CENTER)
Al
REMAINDER OF ANTENNAS TO BE EQUALLY SPACED
NOTE:
ro
PROPOSED 850/B14-4478
TO BE INSTALLED AT
GROUND LOCATION
(1 PER SECTOR, 3 TOTAL)
PROPOSED DIPLEXERS TO
BE INSTALLED AT GROUND
LOCATION
(2 PER SECTOR, 6 TOTAL)
146'-0'
AGL
SENOR j IGpMV`F G3
Pti'
INSTALL PROPOSED B5/B12-4449 ON BACK
TO BACK RRU MOUNT IN POSITION #3
(1 RRU PER SECTOR, 3 TOTAL)
INSTALL PROPOSED B2/B66A-8843 ON BACK
TO BACK RRU MOUNT IN POSITION #4
(1 RRU PER SECTOR, 3 TOTAL)
INSTALL PROPOSED ANTENNA IN POSITION #3
(BETA SECTOR, 1 TOTAL)
Sf�OR 2
TTO'
PROPOSED ANTENNA CONFIGURATION DETAIL
5-1 SCALE: 1=8'
REV
DATE
DESCRIPTION
A
1/29/19
PRELIMINARY CO. REV X
0
2/4/19
REV 0 CDs ISSUED
USA END PROTECT NO.: 12190001-11
DRAWN 8Y:
CHECKED NY:
ML
FN
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8601 W SUNRISE BLVD
PLANTATION, FL 33322
CC CROWN
CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON. FL 33487
PREPARED BY:
® ENGINEERING
2818 CYPRESS RIDGE BLVD.
SUNS 110
WESLEY CHAPEL, FL 33544
(813) 994-0365
FL COA 031705
�r
' [vo 72513
ara a IVAL Wc` Rao
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MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER LIC. # 72513
WFTPIERCE
FA #10080502
CC BU# 813812
8701 ORANGE AVE
FT PIERCE, FL 34945
SHEET DESCRIPTON
TOWER ELEVATION
AND ANTENNA
ORIENTATION
SHEET NUMBER
S-1
C
20.0-
n KATNREIN - 80010965 K
8.2 SGpLE: N.T.8.
MISCELLANEOUS MATERIALS SCHEDULE
DESCRIPTION
MODEL NUMBER
QUANTITY
SNAP -IN RANGER
TH496-DG114
-
HANGEi ADAPTER GROMMET
CX608-RA0711
-
HOISRNG GRIP
CX051-HG38PL
-
HOISTNG GRIP
CX06-HC12PL
-
GROUNDING KT
-
-
FIBER OR DC BUNDLE
SNAP IN HANGER
ROSENBERGER PART NO.
TH496—DC114 OR EQUIVALENT
HANGER ADAPTER GROMMET —
ROSENBFRGER PART NO.
CX608—HAOT20 OR EQUIVALENT
DOUBLE CLAMP
NOTES:
1. REFER TO JSA DOCUMENTS FOR EXACT CAB[ NUMBER AND
MANUFACTURER SPECOICANONS FOR PROPER GROMMETS AND
HANGER TO SUPPORT THE FIBER AND DC CABLE BUNDLES.
2. REFER TO STRUCTURAL ANALYSIS FOR EXACT CABLE ROUTING
AND MOUNTING CONFIGURATION.
FIBER BUNDLE
HANGER ADAPTER GROM ET —
ROSE7IBERGER PART NO.
CX608—HAD711 OR EQUIVALENT
SUM IN HANGER
ROSENBEGER PART NO.
TH496—DC114 OR EOAVAUNT
SNAP IN HANGER
ANTENNA TILT
'ROADED W/
PIPE
'ROWDED W/
AT&T
PIPE
IROVIDED W/
@ANTENNA MOUNTING DETAIL
8-3 BOLE: N.T.3.
KEYN07E LEGEND:
1. SECTOR GROUND BAR
2 COUECWR GROUND BAR.
3. NEW ANIEIM
4. SINGLE PAIR FIBER & DC POWER.
5. JUMPER CABLE. 1/2- (1YP).
6. PIPE MOUNT.
7. DC POWER & FIBER TO RAYCAP UNIT.
B. REMOTE RADIO HEAD (Oil{) (IF APPUCABLI7.
9. DC6 RAYCAP SURGE SUPPRESSOR (IF APPUGABLE).
12 SDUD COPPER
TINNED IN NMLT
(NON—NETAUC LIQUID TIGHT)
(TIP)
12 SOLID COPPER
TINNED IN NMLT
(NON—METAUC LIQUID 71GKO
(TYP)
2 1 1 12 SOLID COPPER
TINNED PP
((TYNOPN' METRIC LIQUID TOM
1. UfWZE ID SUNG AT&T (ROUND BANS AND GROUNDDNG.
2 ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSITIONS.
3. REFERENCE AT&T BONDING & GROUNDDIG PRACTICE TP76416.
REV DATE DESCRIPTION
A 1/29/19 PREUYINPXf CDs REV 'A'
0 1 2/4/19 1 REV 0 COe ISSUFO
IUSA ENO PROJECT NG: 12190001-11 1
\ ML I FN /
at&t
8601 W SUNRISE BLVD
PLANTATION, FL 33322
CCROWN
CASTILE CSTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON. FL 33487
PREPARED BY:
IS ENGINEERING
2818 CYPRESS RIDGE BLVD.
SURE 110
WESLEY CHAPEL FL 33544
(813) 994-0365
FL ODA #31705
E
No 72513
ao
AT OF
'�/86111 A16L\\`
FEBRUARY 04, 2019
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER UC. # 72513
WFTPIERCE
FA #ioosoSot
CC BU# 813812
8701 ORANGE AVE
F( PIERCE, FL 34945
MISC. DETAILS
%IEET
L7
n HANGER ADAPTER GROMMET DETAILS
6-2 SCALE: N.TS.
@6CALE: N.TS.
NTENNA GROUNDING SCHEMATIC
S-2
c
ERICSSON RRUS-1914 4478
-DIMENSIONS (H x W x D):
16.5' x 13.4' x 7.7' (INCLUDES SUNSHIELD)
-WEIGHT: 59.9 LES
-CLIMATE -40'C TO +55'C
(SELF CONVECTION SILENT, NO FANS, IP55)
-POWER CONSUMPTION: 80 WATTS (TYP.)
N4
RRUS I:AN oNLi BE
PAINTED ON SOLAR SHIELD.
n RR u14 4478 DETAIL
53 SCALE: N.T.S.
ERICSSON RR - 4 R B66A
-DIMENSIONS (H x W x D):
14.96' x 13.19" x 11.1' (INCLUDES SUNSHIELD)
-WEIGHT: 75 LDS
-CLIMATE: IP65, -4G'C TO +55'C
-48 VDC 3 WIRE (2 DC POWER PORTS OF 20A)
-32OW OF TOTAL POWER WITH 3 CONFIGURATIONS
NOTE:
RRUS CAN 4N
PAINTED ON S
@ map
RUS 8843 B2/B66A DETAIL
5-3 SCALE: N.TS.
ERICSSON 4449 B5/B12
-DIMENSIONS (H x W x D):
14.96' x 13.19' x 10.43" (INCLUDES SUNSHIELD)
-WEIGHT: 73 LBS
-CLIMATE: -4YC TO +59C
(SELF CONVECTION SILENT, FANS OPT., IP65)
-POWER CONSUMPTION: 80 WATTS (TYP.)
NOTE:
RRUS CAN
PAINTED ON SOLAR SHIELD.
/1 RRUS 4449 B5/612 DETAIL
9-x S9ALE: N.TS.
w ooa�000�
� W
0
OQ,
awuevmov
� o
LMIRDAINGUE 1 0
PFOULKi I,
oomi. O
MB EARTH
@K=S DBC0061 F1 V51-1
9J BCALE: N.T.S.
IRAN
RRU
RRU
MAST PIPE
1 RRU SUPPORT KIT
KK 1250461/1
ROVED EQUAL)
'S REQUIRING A2 SUPPORT
T #SXK 1091946/1 & /2
ROVED EQUAL)
NOTE:
DETAIL IS DIAGRAMMATIC. CONTRACTOR
TO INSTALL RRU'S ON RRU MOUNT BEST
SUITED FOR ANTENNA CONFIGURATION.
BACK VIEW
ANTENNA
ANTENNA MAST PIPE
ERICSSON RRU SUPPORT KIT
PART #SXK 1250461/1
(OR APPROVED EQUAL)
FOR RRU'S REQUIRING A2 SUPPORT
USE PART #SXK 1091946/1 & /2
(OR APPROVED EQUAL)
NOTE:
DETAIL IS DIAGRAMMATIC. CONTRACTOR
TO INSTALL RRU'S ON RRU MOUNT BEST
SUITED FOR ANTENNA CONFIGURATION.
SECTION A
n RRU OUNTING DETAIL
53 SCALE: N.TS.M
REV I OATS I DESCRIPTION I
OWE- Na•I
U54 PROJECT GMG
. N0.:12190001-11
DRAWN tiY: CHECKED EY:
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8601 W SUNRISE BLVD
PLANTATION, FL 33322
CCCROWN
v CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON, FL 33487
PREPARED BY:
®IENGINEERING
2818 CYPRESS RIDGE BLVD.
sun 110
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9a�e .� P.
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TATE OF:
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MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER UC.4 72513
WFTPIERCE
FA #ioo8o5oz
CC RU# 8113812
8701 ORANGE AVE
FT PIERCE, FL 34945
SHEET DESCRIPTION
MISC. DETAILS
S-3
OC / FIBER DEMARCATION BOX
avcaPDOReERDEmwunDN
BOX
cABLEs
NOTES
M=G
1®GM
MODE
CITY
MODE
SItF
OlY
PER LFNGM
NNE
14ST
146'U
I DC648NJ88F
1 DC646011SBC
1
2
ROSENBERGEA ]eI PAIR RBERIILIWX
-W AWGONNEDMPPFR CONDLCIORS
3/e`
;14°
3
6
200U
-3kTU
ANTENNA AND COAX SCHEDULE
AMFNRAS
CABLES
RRu
A2
DIPJEJE3i
MTER
TMA
PAD ANTE7INA
APPROXIMATE
OONINDIT
1FNG
COLOR
SECTOR
AZ
[EN16t
MAN:
MODE
NICE,
TWR
GRND
qTY)
ANTFNNASPE6
9EC
MECH
MODEL
SRE
DN
(OFT)
LINE
I CODE
MODEL
(
MODEL(CITY)MODEL
AIPNA JAI)
3W
lw-w
ANDREW
SBNHH-1D8•H
1
WTL7zW' .r.D4.r
_
1-5/8`
2
300?-0•
3RED
ROSENMGERFIBERIIWPM(DOSTORRU)
3/9'
1
LRO•
3RED
RRUS3]
ROSENBERGERSINGLEPNRMCABLE(DOSTORRU)
TAT
1
15-01
IRED
-
ALPHA
RRU
l/r COA%JU ER MANTENNA
1/r
-
6
-
W-W
-
IRM .
ALPM(M)
3W
I49-V
ANDREW
SBNHH-IDHSS
I
H=7L9•z W=lLB`z D-7.r
-
-
-
-
-
-
ROSENBERGERFIBERJUNIPER(D06TORRU)
31w
2
W-01
3RED
BVBz3
1
ROSENURGERSINGLL PMRDC CAM(DC6TO RRU)
7/16'
2
15'T
3RED
-
-
°COA%JLWTER RRUTO ANTENNA)
11r
6
la-w
3RED
AIPHA(M)
3W
14ST
ANDREW
SBNTM-1D85B
3
lk7LYzW�1.9"zD=]3'
1-Ve•
2
200T
4RFD
_
_
ROSFNBER6ERFIBBIIUMPER(ODi1ONRU)
3/6'
2
ISU'
ORED
•BI440R
I
-
DBausu1VR-1
_
2
ROSENSERGHt9NGlEPAIRMCABIE(MTORRUI
7/361
2
I9-0'
4RE0
]/r COMIUMPER RRUMANIEN
2/r
1 4
IVU'
4RED
_
BETA(8)
I1T
LAG-V
%MW
ET-I(-UMW.14. MiR-AT
1
H=TCz W=lrzD= r
_
I -Val
2
2(ID-W
SBLUE
ROSENBFRGER FIBERIUMPER(DC6T0 RRll)
Sir
1
]5'T
1BLVE
ROSENBERGERSINGLEPNRDCC M(DOSTORRU)
7/IC
1
35'-0"
18LUE
IMCOAXJUAPER RRUTOANTENNA
1/r
6
WN
18UE
BETA(BI)
SETA(M)
110'
W-0'
%ATHREN
EmVMSSK
1
N=]S.TZW=2®•z059'
-
-
-
-
-
-
ROSE7JBERGERFlBBINAPEI(DTSIORRU)
wr
2
19-W
3811E
8VM2J4®
1
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1/16•
2
1ST
38UE
]/r
8
10.0'
36LE
BETA(84)
110'
146-LP
AVN2
EF-%-UM6&1465]AIR-AT
1
H=T2°zW=12°z D�.3'
-
�A%IUMPERIRRUTOAN1BiN11)
7/e°
i
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ROSENMRGERFIBERIUMPER(D MRRU)
3JB'
2
ISU'
4BLUE
-81 4
1
-
DMO)OSUIVRA
-
2
-
-
ROSENBERGERSINGIEPAIRMCAME(DOSTORXU)
7/2r
2
15'T
4BUIE
EZWAAISML3
1
-
Vr CO"JUMVERIRRUMANTENNA)
1/r
4
IOU'
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GAMMA(GI)
229
14ST
ANDREW
SBNHH-IDSSB
1-
H=7LV'z W-11.9'zD-71°
_
_
_
1-5/8°
2
2W-0-
IGREEN
ROSENBRGER FIBER 1l1MPFR(IXSTO RRU)
3/H•
1
15-V
IGREEN
ROSENBRGERSINGLLPAIRDCC M(DC6TORRU)
71W
1
JST
1GRFDq
GAM3.1A M)
I/r COA%IUNRER RRUTOANTENNA
1/2'
6
W-W
IGREEN
GANO4A(0)
224
g670
ANDREW
SBNH141Dfl5H
1
ROSEJBERGERFIBERJUTAER(D STORRE)
3/B°
2
19-01
3GREEN
BS1812d
1
-
ROSMSERGERSINGIEPAIRDCCAM(DC6TORRU)
711V
2
ISO
3GREEN
-
-
-
GANOAA(G4)
213'
146'T
ANDREW
SBNXIFIO®
3
X=]L9'zW=1L9'zR7.1'
1MCCA%JLMPER(RRUMANTENNA)
1/r
6
I0T
3GREEN
_
_
IDF7_x
7/r
2
IIWT
4GREEN
_
_
_
_
_
ROSENBFRGERFIBERIUATPER(GO;MRRU)
3AT'
2
ISU'
4GREEN
'83441/8
1
-
DSCW6MM-1
-
2
-
-
ROSENBERGERSINGIEPAIRMCABIE(DOSTORRU)
71W
2
15U'
4GRSEN
Bt/B6W-8B43
1
-
_
_
1/r COAXJIIMPER(RRUTOANTENNA)
ALL-5/8•COA%(ACRVEI -
IM 1
4 1
10-0'
4GREEN
TOTAL 9
'ANTENNA AND COM INFORMATION PROVIDED FROMTHE LTE SC UMVLDIDATM 12/2R/18
12
24E7T
1T7M1 12 0 IOTAL 0 6 TOTAL O
ALl-V8' COA%(WACLLVE)
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AL3%r NMPERS -
6p
SOY-0`
BOTTUMOFTOWEI,ANDINSIDESHELTERON MAIN COAX
ALS/IE RET CA813
3
60DT
• FACN MAIN COAXSNAI I HAVF MARMI(1N ...... —
ATME PORTANDATTNEANTENNA
C1 ANTENNA & COAX SCHEDULE
N- SCALE: N.T.S.
REV
OATS
OEISCAPIION
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1/29/19
PRELIMINARY CO. REV A'
0
2/4/19
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USA ENO PROJECT NO.: 12190001-11
DE En:
cxEDXm BY:
MI.
FN
0 at&t
8601 W SUNRISE BLVD
PLANTATION, FL 33322
CROWN
v CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON. FL 33487
PREPARED BY:
®IENGINEERING
2818 CYPRESS RIDGE BLVD.
SUITE 110
WM EY CHAPEL FL 33544
No 72513 -e*
14
T IE OF
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�'Yr�3e`Z019
MARL P. MAIER, PE
FL PROFESSIONAL ENGINEER UC. # 72513
WFTPIERCE
FA noo8o5o2
CC BU# 83138-12
8701 ORANGE AVE
FT PIERCE, FL 34945
ANTENNA SCHEDULE
SHEET NUMBER
AN-1
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ONE -LINE DIAGRAMS
N E-1 SCALE: N.T.S.
ELECTRICAL SCOPE OF WORK:
INSTALLATION OF (3) NEW 814 4478 RADIOS INSIDE THE EQUIPMENT
SHELTER ON THE GROUND. THESE RADIOS WILL REQUIRE A NEW DC
POWER CABLE PLUGGED FROM THE RADIOS TO THE EXISTING RAYCAP
SURGE PROTECTOR INSIDE THE SHELTER. NO NEW A/C ELECTRICAL
UPGRADES ARE PROPOSED.
ERICSSON RRU BREAI(ER REQUIREMENTS
56 MIC0N RADIO
SIZE
SRIAKER
TECHNOLOGY
RRUS 32 B66
30 AMP
An (2100)
RRUS 32 00
20 AMP
=S (2300)
RRUS 32 82
30 AMP
Pm (1900)
RRUS 11
25 AMP
VMIJJS BeA)S IWO [0121 , Me [0). 1900 [MI. 21M [B43
RMS12 + A2
25 AMP
VMW BN105 ( 650 [01, 19M [021, 2100 (MI)
RRU 4415 025
25 AMP
19M
RRU 4426 B66
30 AMP
2100
RRU 4478 B14
25 AMP
700
RRU 4478 E5
25 AMP
850
RRUS E2 B29
25 AMP
700
RRUS 4449 35/a12
2x25 AMP
700/650
RRUS 6843 B2/866
2x30 AMP
1900/2100
'19wrig... INCH
10 AMP
850
RRUS 2205 846
10 AMP
5 GH
4 2 5 3 6
---- ---- — OOMhz RRH
---- ---- — AWS RRH
7 u�l
LTE
— — — DIGITAL —
UNIT B74 RRH
1. —48V DC POWER PLANT. CONTRACTOR TO VERIFY CORRECT BREAKER SIZE IS INSTALLED FOF
EACH RRU PER CHART.
2. (1) RACK MOUNTED RAYCAP DC SURGE PROTECTOR (DC6-48-60—RM).
3. RAYCAP FIBER AND DC DISTRIBUTION UNIT (OC6-48-60-18-8F) TOWER MOUNTED.
4. #8 AWG SHIELDED CONDUCTORS (WR—VG82ST—BRDA).
&Iri1RR(0WE (2) 6—CONDUCTOR #8 AWG BUNDLES FOR DC POWER FROM RACK MOUNTED
RAYCAP SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER.
6. DC CABLE ROUTED TO RRH UNITS.
7. #12 AWG SHIELDED CONDUCTORS (WR—VG122ST—BRDA).
n TYPICAL DC RISER DIAGRAM
E•1 SCALE: N.TS.
REV
DATE
DESCRIPTION
A
1/29/19
PRELIMINARY Co. REV •A'
0
2/4/19
REV 0 CDs ISSUED
USA ENO PROJECT NO.: 12190001-11
DRAWN BY:
CHECKED EIY:
ML
FN
at&t
8601 W SUNRISE BLVD
PLANTATION, FL 33322
CCCROWN
v STLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON. FL 33487
PREPARED BY:
® ENGINEERING
2818 CYPRESS RIDGE BLVD.
SUITE 110
WESLEY CHAPEL. FL 3350
(813) 994-0365
FL ODA #31705
P.
No 72513
%Y e
r
R 1 Q.•_
-EBRUARY 04, 2019
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER LTC. a 72513
VV"PIERCE
FA noo8om
CC BU# 813812
8701 ORANGE AVE
F! PIERCE, FL 34945
iY:Na�gb?!:IIMIPIa
ANTENNA ONE -LINE
DIAGRAM
E-1
l4Vda_p>,5y
ALPHAd MMA
ONE -LINE DIAGRAMS
E-T SCALE N.T.S..
rl -`"4 v
MAR 0 5 20N
Lucie County, Permitting
z
ELECTRICAL SCOPE OF WORK:
INSTALLATION OF (3) NEW Bl4 4478 RADIOS INSIDE THE. EQUIPMENT
SHELTER ON THE GROUND. THESE RADIOS WILL REQUIRE A NEW DC
POWER CABLE PLUGGED FROM THE RADIOS TO THE EXISTING RAYCAP
SURGE PROTECTOR INSIDE THE SHELTER. NO NEW A/C ELECTRICAL
UPGRADES ARE -PROPOSED.
- FAICSSON RRII BREAKEA RE7151REMENT9 - '-'
.. ..
EPoCSSON RADID'_
SIZE
EMEAKER
_... .., -. _ .. ..
TECHNOLOGY -
RRUS 32 866
30 AMP_
AWS (2100) -
TM,32'100
20 AMP
WCS.(2300) .
MUS 32,82
301 0
PCS (1900) •'
Ms 11 -
23 AMP
YM0 M WDS D00 [612) . 350 [fish I= JM[ 2100 (84D.
WM12 4'A2
25- AW
YAM01N WO ( 650 [l51 1960 [9112100 1s) _ -
RW4415M.
25-ANP"
1900._.._ ..-. -
RRU 4426 B66
3D,.W
21DO _
RU-"M 814 _
25 AYP
100 -
RRU 447R 65 .
25 W
am
mu-E2.8!!8
25 AMP
700 - -
uL,S-4419 85/812-
Z n AID
TDO/650 '
RiVs 0641',B2/866
b30 AMP
1900/2100
RRU5.220] 6g
10'AYP
650
RNUS 2205,B46'
10-MP
5 Gft - -
KMOTELEGE ..
1. EACH RR ('PER CHART.
CONDNOfOR TO VERIFY CORRECT BREAKER SIZE IS UlSTALLED FOR
EACH RRU PER CW1Rf.-
2.. (1) RACK MOUNTED. RAYCAP DC SURGE PROTECTOR..(OC6-48-60-RM).
3. RAYCAP'FIBER AND DODISTRIBUTIONUNIT (OC6-48-60-18-6F) TOWER MOUNTED.
4. /8.AWG SHEIDED CONDUCTORS (WTI-VG82ST-BRDAV;-
5. PR(MDE (2) 6-CONDUCTOR #8 AWG BUNDLES FOR:OC. POWER. FROM RACK MOUNTED -
RAYCAP SURGE PROTECTION UNrT TO THE RAYCAR FIBER -AND DISTRIBUTION UNIT ON TOWER
6. DC. CABLE ROUTED. TO RRH UNITS., - -
7. /12 AwO sNpDED CONDUCTORS (WTI VGi22ST-BRDA); .
ATYPICAL. DC RISER DIAGRAM
&2 SCALE: N.T.S. -
I LV DALE PE5CRIP119N. -
77A 1/29/19 .PREUMKkW CDa REV A7
0
1. -
2
4
S
6
7
USA' ENC PRwwr NO. 12190001'-11
DRAWN BY.. ,;CHECKED Sr.-
. ML'. -EN ..
at&t
8601, IN SUNRISE BLHD
PLANTATION, FL 33322
�CROWN
,CASTL-'E
6420 CONGRESS AVE
SUITE 2000- -
BOCA RATON. FL-33487
G�USA'
ENGINEE
' RING
2BI8 CYPRESS RNGE BLVD. -
ilVo- 7LSj3: S 3
8'r-►1TE, OF
-0 3 I;ID "PA
IC P. NIAIER4 PE
ANAL ENGINEER TIC, R 72513
74 TPWACE -
FA #166SO502
CC B.U# Sir 38i2
8761 ORANGE AVE
Ff PIERCE, FL 34945
' SHEET PESCRWRON "
ANTENNA J6,'dE-LINE
DIAGRAM
E=1
0
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SCANNED
BY
St. Lucie County
WFTPIERCE
FA # 10080502
CROWN CASTLE BU# 813812
CROWN APPLICATION #1482523
8701 ORANGE AVENUE
FORT PIERCE, FL 34945
TOWER UPGRADE - 4C/5C/6C/4TX4RX/4TX4RX
PACE JOB #: MRSFLO16371
LOCATION MAP APPROVALS DESIGN CRITERIA INDEX OF DRAWINGS
- FLORIDAETA/ BUILDING CODE ( PER
EDITION) 2017
�--' O yl=a�. ASCEU7 0 222-G (ALLOWED PER EXEMPTION $5 OF 1609.1.1) N�' DESCRIPTION N0.
ba�sasAr' q PROPERTY OWNER DATE VULT = 157 MPH (ULTIMATE 3 SECOND GUST) T-1 TITLE SHEET
VASD = 122 MPH (NOMINAL 3 SECOND GUST)
R
RF ENGINEER DATE RISK CATEGORY = II
GN-1 GENERAL NOTES, ABBREVIATIONS
EXPOSURE = C ARCHITECTURAL / CIVIL PLANS
IMPORTANCE FACTOR= 1.0
CONSTRUCTION DATE - NATIONAL ELECTRICAL CODE, 2014 EDITION (NFPA 70-2014) C-1 SITE PLAN
`may u 9 - FLORIDA FIRE PREVENTION CODE (2015) STRUCTURAL PLANS
,�, BDE LOCARo SITE ACQUISITION DATE — CONTRACTOR TO CONFIRM THAT THE SITE IS COMPLIANT WITH
Dees:Prz.^6� RF WARNING SIGNAGE & EMERGENCY SIGNAGE AS REQUIRED BY S-1 TOWER ELEVATION AND ANTENNA ORIENTATION
I ZONING DATE THE FEDERAL GUIDEUNES CONTAINED WITH DIET 65 BULLETIN &
AS PER AT&T GUIDELINES S-2 MISCELLANEOUS DETAILS
NETWORK DATE CONSTRUCTION NOTES
S-3 MISCELLANEOUS DETAILS
OPERATIONS DATE 1. CONTRACTOR SI411L VBLFY ALL PLANS AND EXISTING DIMENSIONS AND ANTENNA PLANS
COMMONS ON THE JOB SITE AND SH4. IMMEDIATELY NOTIFY THE AN-1 ANTENNA SCHEDULE
CONTRACTOR DATE ENGINEER IN WRITING OF AM DISCREPANCIES BEFORE PROCEEDING WITH
THE WOW OR BE FESPMG13 E FOR SAME. ELECTRICAL PLANS
2 SITE FEE OR AC EC S3 CONTRACT
EQUIT AT TS. IMPLEMENTATION PM OR E-1 ANTENNA RISER DIAGRAM
OE
VICINITY MAP PROJECT SUMMARY ' THIS WORK.- OFTHE, (3) REPLAATIONCEMENT
EME
TOWER 1WNd(: (1) NEW ANTETINAS. (3) REPIACD,fNT B5/612-4449,
(3) REPI/MENT B2AM-8893, AND ALL ASSOCIATED WOFK
t (7 III SITE NAME: WFTPIERCE GROUND WUTGC: (3) OJT B14-4178. (6 ) NEW DIF E)M &
ALL ASSOCIATED 15IXLC
2 FA SITE NUMBER: 10080502
� F 4. M40M WILL BE OFF AIR FOR 4-7 Mt5 DURING ANIEFAN MOUNT T ea1 aPARCEL' 2311-320-0000-000/4 INSTALLATION.
Com,aa RA --a- _
R,'rI, C (�
COUNTY: ST LUCIE F
N 'W 6 ,toad JURISDICTION: ST LUCIE COUNTY CONTACTS Gf�T
' 7_;. ) !. 1[ SITE COORDINATES: N 27.4455944' APPLICANT:
W 80.41 z79aa• AT&T
I B nON �R I 41 SITE TYPE: 4C/5C 6C 4TX4RX 4TX4RX - ^•
/ / / 8601 W SUNRISE BLVD ^
STRUCTURE TYPE: SELF SUPPORT TOWER PLANTATION. FL 33322
E TOWER HEIGHT: 250'-0" AGL TOWER OWNER: RE R
1 rc s�m� ANTENNA C.L. HEIGHT: 146'-0" AGL CROWN CASTLE
S o 6420 CONGRESS AVENUE, SUITE 2000 �r`V•
BOCA RATON. FL 33487 _F^,
1 .�...t».r.
a ENGINEER:-'-
-Pkoc USA ENGINEERING
2818 CYPRESS RIDGE BLVD, SUITE 110
WESLEY CHAPEL,-FL-33544
9ranemaJ CONTACT: MARC P. MAIER, P.E.
PHONE: (813) 994-0365
DRIVING DIRECTIONS PROJECT REFERENCES PROJECT INFORMATION
DEPM FROM AT&T OFFICE 8601 W. SUNRISE BLVO., PLANTATION, FL 33322
1. Depart SR-838 W / W Sundae Blvd toward! N Pine Island Rd 0.4 mi 1. THESE PLANS WERE COMPLETED PER PREUMINARY/APPROVED 1. THIS IS AN UNMANNED FACILITY AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF
2. Tura Hack on SR-838 E / w Sunrise Blvd Pass Mobil/7-0even on the right in 1.0 mi 4.1 m, LTE 5C RFDS ID#: 2591079 V1.00, DATED 01/28/19. PROVIDING PUBUC CELLULAR SERVICE
3. Take ramp left for Ronda s TumpI North toward Orlando Ton road 94.0 mi CONTRACTOR SHALL .REQUEST CURRENT ROS & WORKBOOK
4. At evit 152, take romp right for SRao towam R Pierce / Vera Bch 0.5 ml FROM CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. 2. AT&T CERTIFIES THAT THIS EQUIPMENT FACILITY WILL BE SERVICED ONLY By AT&T EMPLOYEES AND SUBCONTRACTORS AND
5. Keep straight onto SR-713 / S Kings Hwy Pass Love's Country Store in 2.4 mi 2.4 mi THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE
j S. Tura left onto Orange Ave / CR-fie w Love's Count'• Stare on the comer 0.9 m1 FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY.
Aniw at 8701 Orange Avenue Ft Fie,ce FL 34945 V
3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION.
OPYTF[I��T
4. NO WASTEWATER WILL BE GENERATED AT THIS LOCATION. � p 1
/ a :s�
� 5. NO SOLD WASTE WILL BE GENERATED AT THIS LOCATION. �
REV
DATE
DESCRIPTION
A
1/29/19
PREJIJINM CDs REV 'A"
0
2/4/19
REV 0 COB ISSUED
USA END PROVECT NO., 12190001-11
DRAWN BY:
CNECKED DV:
ML
FN
at&t
8601 W SUNRISE BLVD
PLANTATION, FL 33322
CROWN
v CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON, FL 33487
I
REPARED BY:
®IENGINEERING
2818 CYPRESS RIDGE BLVD.
SURE Ito
WESLEY CHAPEL FL 33544
(813) 994-0365
FL COA 031705
P.
No 72513
o SA'
OF
-'9D99®B111e1-
FEBRUARY 04, 2019
MARC P. MAIER,.PE
FL PROFESSIONAL ENGINEER LIC. # 72513
WFTPIERCE
FA nooeom
CC BU# 83138=2
8701 ORANGE AVE
FT PIERCE, FL 34945
TITLE SHEET
SHEEP NUMBER
T-1
x
i
GENERAL NOTES:
1. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN AT&T OR
IT'S DESIGNATED REPRESENTATIVE.
2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE
CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE
CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT
DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS
ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS
KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY
LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE AND/OR
COUNTY IN WHICH IT IS TO BE PERFORMED.
3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE
SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED
HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT.
4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION
PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE STRUCTURE AND ITS
COMPONENT PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS. THIS
INCLUDES, BUT IS NOT LIMITED TO. THE ADDITION OF WHATEVER TEMPORARY
BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL
SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR
AFTER THE COMPLETION OF THE PROJECT.
5. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE
DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE TESTING
AGENCY PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR
CONSTRUCTION WORK ON THIS PROJECT. ANY DISCREPANCIES SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S
ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS
TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE
METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT
THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO
THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT INCLUDE
INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES.
6. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD
QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE
CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY
APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO
INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO
THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND
SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH
THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS
PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE,
AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK.
B. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF
THE LOCAL BUILDING CODE.
9. ALL PROPOSED CELLULAR EQUIPMENT AND FIXTURES SHALL BE FURNISHED BY
OWNER FOR INSTALLATION BY THE CONTRACTOR, UNLESS SPECIFICALLY NOTED
OTHERWISE HEREIN.
10. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR
SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK
SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR
APPROVAL
1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE A.I.S.C.
SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN
AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE A.I.S.C. CODE OF
STANDARD PRACTICE.
4. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS
SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION
DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE
REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE
GRADE 304 STAINLESS STEEL.
5. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60, DEFORMED
BILLET STEEL BARS. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO
ASTM A185.
6. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE
LATEST A.I.S.C. SPECIFICATIONS.
7. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY
THE STEEL FABRICATOR IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS.
8. HOT -DIP GALVANIZE ITEMS SPECIFIED TO BE ZINC -COATED, AFTER FABRICATION
WHERE PRACTICAL. GALVANIZING: ASTM A 123, ASTM, A 153/A 153M OR ASTM
A 653/A 653M, G90, AS APPLICABLE.
9. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PAINT
CONFORMING TO ASTM A 780 OR BY APPLICATION OF STICK OR THICK PASTE
MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF GALVANIZING. CLEAN AREAS
TO BE REPAIRED, AND REMOVE SLAG FROM WELDS. HEAT SURFACES TO WHICH
STICK OR PASTE MATERIAL IS APPLIED WITH A TORCH TO A TEMPERATURE
SUFFICIENT TO MELT THE METALLICS. IN STICK OR PASTE, SPREAD MOLTEN
MATERIAL UNIFORMLY OVER SURFACES TO BE COATED AND WIPE OFF EXCESS
MATERIAL.
10. CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S INSTRUCTIONS/SPECIFICATIONS
IF NO INFORMATION IS CONTAINED IN THESE PLANS OR IF THE MANUFACTURER'S
SPECIFICATIONS ARE STRICTER.
PERMITS:
1. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM
ALL APPLICABLE GOVERNMENTAL AGENCIES.
2. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S
RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY
ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS.
3. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE ACI 318-14,
"BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE".
4. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY
OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
5. ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR
TO COMMENCING CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF
DISCREPANCIES ARE DISCOVERED. THE CONTRACTOR SHALL HAVE A SET OF
APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING
PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR
CONTACT BY GOVERNING AGENCY INSPECTORS.
... i
mm
1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES
SHALL CONFORM TO ASTM A307 OR ASTM 36. ALL STRUCTURAL FASTENERS FOR
STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL
BE 5/8. MIN. DIA. BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM
THE PLANE. ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE
GALVANIZED UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE
STAINLESS STEEL
2. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO
SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL.-
2. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL 3. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL
STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL VERIFY NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING
STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. ALL CONSTRUCTION.
STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT 4. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND
DIP GALVANIZED AFTER FABRICATION. CONDUCTORS. USE GRADE 304 STAINLESS STEEL HARDWARE THROUGHOUT.
3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) 5. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES
D.1.1/D7.1M:2010. STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL REQUIRING GROUND CONNECTIONS.
BE E70XX.
6. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID
SHARP BENDS. ALL BENDS TO BE A MIN. OF 8" RADIUS.
7. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS, USE A
TWO -BOLT HOLE NEPA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED
EQUAL
B. FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS AND CADWELDS, APPLY A
LIBERAL PROTECTIVE COATING OR AN ANTI -OXIDE COMPOUND SUCH AS
'NO -OXIDE A' BY DEARBORN CHEMICAL COMPANY.
9. REPAIR ALL METAL SURFACES THAT HAVE BEEN CUT OR DAMAGED BY REMOVING
ANY EXISTING RUST AND APPLYING COLD GALVANIZATION.
10. ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS.
CABLE LENGTHS LISTED ARE APPROXIMATED AND ARE NOT INTENDED TO BE
USED FOR FABRICATION. DUE TO FIELD CONDITIONS, ACTUAL CABLE LENGTHS
VARY. CONTRACTOR MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO
ORDER.
REV
DATE
D6CRIPIION
A
1/29/19
PRELIMINARY CO. REV -A-
0
2/4/19
REV 0 CO. ISSUED
USA ENG PROJECT NO.: 12190001-11
DMWN W.
CHECKED BY:
ML
M
8601 W SUNRISE BLVD
PLANTATION, FL 33322
CC CROWN
CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON, FL 33487
PREPARED BY:
®IENGINEERING
2818 CYPRESS RIDGE BLVD.
sun 110
WESLEY CHAPEL. FL 33544
E IV -- ri�5ym�
= NO 72513
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R 1 o p `��C;O
goal L�A® eti�a°°e
=EBRUA��' 04, 2019
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER LIC. 972513
WFTPIERCE
FA #ioosogo2
CC BU# 8313812
8701 ORANGE AVE
FT PIERCE, FL 34945
SHEEP DESCWPDON
GENERAL NOTES,
ABBREVIATIONS
SHEEP NUMBER
G N-1
6
1. CONTRACTOR TO FILL ANY EXISTING
GRAVEL AREAS THAT ARE DISTURBED
DURING THE COURSE OF
CONSTRUCTION, GRAVEL TO MATCH
EXISTING.
2. THE CONTRACTOR TO ENSURE THAT NO
DAMAGE OR DEBRIS OCCURS ON THE
ADJACENT PROPERTIES.
3. THE CONTRACTOR SHALL SEED ALL
DISTURBED AREAS WITH LOW
MAINTENANCE NATIVE GRASS AND
COVER WITH APPROVED STRAW.
4. CONTRACTOR SHALL PROVIDE ALL
REQUIRED EROSION CONTROL
TECHNIQUES AND BEST MANAGEMENT
PRACTICES PER LOCAL AND AND STATE
REQUIREMENTS AS APPLICABLE.
5. NORTH ARROW SHOWN ON PLANS
REFERS TO TRUE NORTH. CONTRACTOR
SHALL VERIFY NORTH AND INFORM
ARCHITECT/ENGINEER OF ANY
DISCREPANCY BEFORE STARTING
CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR MODIFYING
THE RAYCAP INSTALL AT GRADE LEVEL TO
ACCOMODATE THE QUANTITY OF RRU'S.
THE CONTRACTOR MUST FIELD VERIFY
ALL MEASUREMENTS AND FIELD
CONDITIONS PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
ONE CALL - DIAL 811
CALL 3 WORKING DAYS
BEFORE YOU DIG
1-800-638-4097
NOTE:
• PROPOSED 700/B14-4478
TO BE INSTALLED AT
GROUND LOCATION
(1 PER SECTOR, 3 TOTAL)
• PROPOSED DIPLEXERS TO BE
INSTALLED AT GROUND
LOCATION
(2 PER SECTOR, 6 TOTAL)
EXISTING AT&T
WAVEGUIDE BRIDGE
EXISTING AT&T
GPS ANTENNA-
(TYP. OF 2 TOTAL)
EXISTING AT&T CABLE
ALONG EXISTING
WAVEGUIDE BRIDGE
O ❑ I
EXISTING MULTI -METER
UTILITY FRAME —• J
A/C '
EXISTING
AT&T
EQUIPMENT
SHELTER
VENT
EXISTING
UTILITY
Y
(RP.P eha�
EXISTING
ABANDONED
CONCRETE PAD
��,.► I�hl �Fh1 I S�
I�I�I�-li1J
12' WIDE
GATE
EXISTING SPRINT TELCO &
/
1/
METER ON CONCRETE POST
EXISTING
GRAVELED
-
AREA
EXISIRM STING
SPRINTC86NENTRN&R
rnurorrcr�err
EXISTING
HANDHOLE (TYP.)
EXISTING
TELCO PED.
pTYP. OF 2)
EXISTING
SPRINT
EQUIPMENT
SHELTER
EXISTING
BUILDING
jEXISTING
GRAVELED - - -- - - -
AREA
SITE PLAN
WAVEGUIDE
(TYP. OF 4)
VERIZON GEN.
EXISTING
VERIZON
WIRELESS
EQUIPMENT
SHELTER
EXISTING UTILITY
H-FRAME
EXISTING 6' HIGH
CHAIN -LINK FENCE
(TYP.)
REV
DATE
DESCRIPTION
A
1/29/19
PRELIMINARY CDs REV •A•
0
2/4/19
REV 0 CDs LSSUED
USA MG PROJECT NO.: 12190001-11
DRAWN BY:
CHECKED W.ML
FN
8601 W SUNRISE BLVD
PLANTATION, FL 33322
CcCROWN
v CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON, FL 33487
PREPARED BY:
® ENGINEERING
2818 CYPRESS RIDGE BLVD.
SUITE 110
WESLEY CHAPEL, R 33544
(813) 994-0365
R COA /31705
No 72513 •�T�
FEBRUARY 04, 2019
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER UC. 9 72513
WFTPIERCE
FA #zooeogoi
CC BU# 8138312
8701 ORANGE AVE
FT PIERCE, FL 34945
SITE PLAN
s EET NUMBER
C-1
NOTES
CONTRACTOR IS RESPONSIBLE FOR MODIFYING
1. A STRUCTURAL ANALYSIS SHALL BE
THE RAYCAP INSTALLED ON THE TOWER TO
PERFORMED BY THE OWNER'S AGENT TO
ACCOMMODATE THE QUANTITY OF RRU'S.
CERTIFY THAT THE EXISTING/PROPOSED
COMMUNICATION STRUCTURE AND
COMPONENTS ARE STRUCTURALLY
THE CONTRACTOR MUST FIELD VERIFY ALL
ADEQUATE TO SUPPORT ALL EXISTING
MEASUREMENTS AND FIELD CONDITIONS PRIOR
AND PROPOSED ANTENNAS, COAXIAL
TO THE COMMENCEMENT OF CONSTRUCTION.
CABLES AND OTHER APPURTENANCES.
THE OWNER'S AGENT SHALL FURNISH A
CERTIFICATION LETTER SEALED BY A
REGISTERED PROFESSIONAL ENGINEER
STATING THAT THIS STRUCTURAL
ANALYSIS WAS PREPARED IN
ACCORDANCE WITH ALL APPLICABLE
CODES AND STANDARDS.
2. IF ANY WORK IS PERFORMED AT THIS
SITE THAT REQUIRES THE SITE TO BE
OFF AIR OR TURNED DOWN, THE SWITCH
IS TO BE NOTIFIED 48 HOURS PRIOR TO
CONSTRUCTION VIA NCR/CTS.
G7
3. INSTALLATION SHALL BE CONDUCTED BY
FIELD CREWS EXPERIENCED IN THE
ASSEMBLY AND ERECTION OF RADIO
7oP OF TOWEL
ANTENNAS, TRANSMISSION LINES, AND
EHSE ANTENNAWORK
ELEV. 250'-O" AGL
3 `GNM713
REQUITO REMENTS ODF PER TSUPPORT
SCOW
MANUFACTURER'S SPECIFICATION.
4. ANTENNA AND MOUNT DESIGN MUST
COMPLY WITH TIA-EIA-222-G AND ALL
LOCAL CODES.
5. CONTRACTOR TO PROVIDE THE PROPER
COAX JUMPER SUPPORT ATTACHMENTS
TO THE TOWER AND ANTENNA MOUNT.
1. REFER TO RFDS FOR ADDITIONAL INFO.
2. ADJUST ANTENNA MOUNTS AS REQUIRED TO
ACHIEVE THE AZIMUTH SPECIFIED AND LIMIT
RF SHADOWING
3. UNLESS NOTED OTHERWISE THE
CONTRACTOR MUST PROVIDE ALL MATERIAL
NECESSARY.
4. CONTRACTOR TO RETURN ALL EXISTING
ANTENNAS BEING REMOVED TO AT&T.
EXISTING AT&T CABLES ROUTED
UP THE TOWER PER STRUCTURAL
ANALYSIS.
EXISTING SELF
SUPPORT TOWER
EXISTING AT&T
EQUIPMENT SHELTER
OTHER CARRIERS OMITTED FROM
TOWER TO PROVIDE CLARITY
rE OF EXISTING &
PROPOSED AT&T ANTENNAS /`
E1.EV. = 146'-0" AGL
TOWER ELEVATION
5-'1 SCALE: N.T.S.
0
A
� Al
EXISTING ANTENNA IN POSITIONS #1
TO REMAIN
(ALPHA & GAMMA SECTOR, 2 TOTAL)
EXISTING RRUS-32 ON BACK TO BACK RRU
MOUNT IN POSITION #1 TO REMAIN
(1 PER SECTOR, 3 TOTAL)
EXISTING ANTENNA IN POSITIONS #3 & #4 TO
REMAIN (ALPHA & GAMMA SECTOR, 4 TOTAL)
146'-0" EXISTING RAYCAP SURGE PROTECTION BOX
AGL MODEL #DC6-48-60-18-8F &
#DC6-48-60-18-8C TO REMAIN (3 TOTAL)
EXISTING ANTENNA IN POSITIONS #1 & #4 TO
REMAIN (BETA SECTOR, 2 TOTAL)
'1!EC7OR
EXISTING ANTENNA CONFIGURATION DETAIL
n
5-1 SCALE: t"=8'
T
CONTRACTOR TO ENSURE MINIMUM OF 36" EDGE TO
o
EDGE SEPARATION BETWEEN THE 700 812. B17, B29
NOTES
A
AND 700 B74 ANTENNAS PER SECTOR AND THE
�I �_
ANTENNA BACKPLANES OF SAME ON DIFFERENT FACE'S
REFER TO RFDS FOR
9 �9
(ADJACENT SECTORS ON SAME RAD CENTER)
ADDITIONAL INFO.
REMAINDER OF ANTENNAS TO BE EQUALLY SPACED
NOTE:
a
PROPOSED 850/B74-4478
TO BE INSTALLED AT
GROUND LOCATION
(1 PER SECTOR, 3 TOTAL)
PROPOSED DIPLEXERS TO
BE INSTALLED AT GROUND
LOCATION
(2 PER SECTOR, 6 TOTAL)
G7 146'-0"
AGL
AL_
POSED,&B2 I B66_A=88 BAC
O0��BACK RRU AUNT IN POSITION #4
OpM T G3 "`i(1�R60 PERZ SECTOR 3�OTAL')
SEcxOF — 250
Sf�OR z
qZ a (B TA
T10. )
n PROPOSED ANTENNA CONFIGURATION DETAIL
5-1 SCALE: 1-=W
REV
DALE
DESCRIPTION
A
1/29/19
PRELIMINARY GO. REV A"
0
2/4/19
REV 0 ON ISSUED
USA ENG PROJECT NO, 12190001-11
DRANK BY:
CHECKED BY:
ML
M
at&t
8601 W SUNRISE BLVD
PLANTATION, FL 33322
CCCROWN
CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON, FL 33487
PREPARED BY:
® ENGINEERING
2818 CYPRESS RIDGE BLVD.
SUIT_ 110
WESLEY CHAPEL, FL 335"
(813) 999-0365
FL COA #317D5
E IV
str;' No 72513 *%
7e �
n: LSiAPE OF ;#fj
EBRUARY 04, 2019
MARC P. MAIER, PE
L PROFESSIONAL ENGINEER UC. # 72513
ViFTPIERCE
FA #iooso5os
CC BU# 83138312
8701 ORANGE AVE
FT PIERCE, FL 34945
TOWER ELEVATION
AND ANTENNA
ORIENTATION
SHEEP NUMBER
S-1
/REV I OATS I DESCRIPTION i
1.
n
20.0-
L KATHREIN - 80010965 K
5-2 BWLE: N.T.B.
MISCELLANEOUS MATERIALS SCHEDULE
DESCRIPTION
MODEL NUMBER
QUANTITY
SNAP -IN HANGER
TH496-DC114
-
HANGER ADAPTER GROMMET
CX608-HA0711
-
HOISRNG GRIP
CX051-HG38PL
-
HOISRNG GRIP
CX06-HC12PL
-
GROUNDING KIT
-
-
FIBER OR DC BUNDLE
SNAP IN HANGER
ROSENBERGER PART NO.
TH496-DC114 OR EQUIVALENT
HANGER ADAPTER GROMMET —
ROSENBERGER PART NO.
CX608-HA0120 OR EQUIVALENT
NOTES
1. REFER TO JSA DOCUNDOS FOR EXACT CABLE NUMBER AND
MANUFACTURER SPECIFICATIONS FOR PROPER GROMMEIS AND
HANGER TO SUPPORT THE FIBER AND DC CAME BUNDLES.
2. REFER TO STRUCTURAL ANALYSIS FOR EXACT CABLE ROURNG
AND MOUNTING CONFIGURATION.
FIBER BUNDLE
RANGER ADAPTER GROMMET —
ROSDBDRGER PART NO.
CX608-HA0711 DR EQUIVALENT
SNAP IN HANGER
ROSENBERGER PART NO.
TH496-DC114 OR EQUIVALENT
DOUBLE CLAMP SNAP IN HANGER
ANTENNA TILT
ROWDED W/
PIPE
ROWDED W/
AT&T
PIPE
'ROVIDED W/
ANTENNA MOUNTING DETAIL
5-3 BWLE: N.T.3.
KEYNOTE LEGEND:
1. SECTOR GROUND BAR (IYP).
2. COLLECTOR GROUND BAR.
3. NEW ANIEMRA
4. SINGLE PAIR FIBER & DC POWER.
5. JUMPER CABLE, 1/2- (TIP).
6. PIPE MOUNT.
7. DC POWER & FIBER TO RAYCAP UNIT.
8. REMOTE RADIO HEAD (RRH) (IF APPUCABW.
9. DC6 RAYCAP SURGE SUPPRESSOR (IF APPLICABLE).
#2 SAND COPPER
TRORm IN NMLT
(NON-MEFANC UQUID TIGHT)
(TIP)
#2 SOLID COPPER
TINNED IN NNLT
(NON-METAIIC LIQUID Tom)
Y #2 SOLID ICOPPER
TINNED N NULTNLT
((NOON) METAUC LIQUID TIGHT)
(TYP1. UTL17E DUSIOIG AT&T GROUND BARS AND GROUNDING.
2. ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSFIIONS.
3. REFERENCE AT&T BONDING & GROUNDING PRACTICE TP76416.
IUSA ENO PROJECT NO.: 12190001-11 1
ML I FN J
eatm
8601 W SUNRISE BLVD
PLANTATION, FL 33322
CCCROWN
v CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON, FL 33487
PREPARED BY:
®IENGINEERING
2818 CYPRESS RIDGE BLVD.
sun 110
WESLEY CHAPEL, FL 33544
(813) 994 0365
FL ODA 031705
G E iv '4FAQ'
NO 72513
3
A% STATE OF :4
Vj'uNAe as
=EBRUARY 04, 2019
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER LIC. # 72513
WFTPIERCE
FA #ioo8osoz
CC BU# 813812
8701 ORANGE AVE
FT PIERCE, FL 34945
SHEET DESCRIPRON
MISC. DETAILS
HANGER ADAPTER GROMMET DETAILS
5-2 SCALE: N.T.S.
4 ANTENNA GROUNDING SCHEMATIC
S2 SCALE: N.T.S.
S-2
rn
0
N
ERICSSON RRUS-B14 4478
-DIMENSIONS (H x W x D):
16.5" x 13.4" x 7.7" (INCLUDES SUNSHIELD)
-WEIGHT: 59.9 LES
-CLIMATE: -40'C TO +55'C
(SELF CONVECTION SILENT, NO FANS, IP55)
-POWER CONSUMPTION: 80 WATTS (TYP.)
N9
RRUS CAN ONLY BE
PAINTED ON SOLAR SHIELD.
n =t14 4478 DETAIL
SJ SCALE: N.TS.
ERICSSON RRUS-8843 B2/B66A
-DIMENSIONS (H x W x D):
14.96" x 13.19" x 11.1" (INCLUDES SUNSHIELD)
-WEIGHT: 75 LBS
-CUMATE: IP65, -40'C TO +55'C
-48 VDC 3 WIRE (2 DC POWER PORTS OF 20A)
-32OW OF TOTAL POWER WITH 3 CONFIGURATIONS
RRTE
US CAN 9i
PAINTED ON S
n RRUS 8843 B2/666A DETAIL
S3 SGALE: N.T.S.
ERICSSDN 4449 35/812
-DIMENSIONS (H x W x D):
14.96" x 13.19" x 10.43" (INCLUDES SUNSHIELD)
-WEIGHT: 73 LES
-CLIMATE: -40'C TO +55'C
(SELF CONVECTION SILENT, FANS OPT., IP65)
-POWER CONSUMPTION: 80 WATTS (TYP.)
NOTE:
RRUS CAN.. -
PAINTED ON SOLAR SHIELD.
� 1 RRUS 4449 65/B12 DETAIL
SJ BCALE: N.T.S.
oaauom.auL
Q
000 000
W EARTH
n myS D13C0061 F1 V51-1
SJ SCALE; N.T.S.
LOW
RRU
RRU
ANTENNA MAST PIPE
ERICSSON RRU SUPPORT KR
PART #SXK 1250461/1
(OR APPROVED EQUAL)
FOR RRU'S REQUIRING A2 SUPPORT
USE PART #SXK 1091946/1 & /2
(OR APPROVED EQUAL)
NOTE:
DETAIL IS DIAGRAMMATIC. CONTRACTOR
TO INSTALL RRU'S ON RRU MOUNT BEST
SUITED FOR ANTENNA CONFIGURATION.
BACK VIEW
ANTENNA
ANTENNA MAST PIPE
ERICSSON RRU SUPP09T KIT
PART #SXK 1250461/1
(OR APPROVED EQUAL)
FOR RRU'S REQUIRING A2 SUPPORT
USE PART #SXK 1091946/1 & /2
(OR APPROVED EQUAL)
NOTE:
DETAIL IS DIAGRAMMATIC. CONTRACTOR
TO INSTALL RRU'S ON RRU MOUNT BEST
SUITED FOR ANTENNA CONFIGURATION.
SECTION A
n RRU OUNTING DETAIL
53 SCALE: N.TS.M
(REV I DATE I DESCRIPPON \
IUSA ENG PROJECT NO.:12190001-11
GRIM W. I CHECKED BY:
l ML � N
*S at&t
8601 W SUNRISE BLVD
PLANTATION, FL 33322
CCCROWN
v CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON, FL 33487
PREPARED BY:
®IENGINEERING
2818 CYPRESS RIDGE BLVD.
SUITE 110
WESLEY CHAPEL, FL 33544
(813) 994-0385
FL COA #31705
iiO C P
``�ii�Pa• C E
�� � �,\ NSF••; Q
NO 72513
®SOSTAT OF •fit
S • "�C. pp��� (0r•`•` \�,
Saes �TYA�-r `;O ie!
IFEBRUARY 04, 2019
MARC P. MAIER, PE
FL PROFESSIONAL ENGINEER UC. # 72513
WFTPIERCE
FA #iooso5os
CC BU# 8i3812
8701 ORANGE AVE
FT PIERCE, FL 34945
SHEET DESCRIPRON
MISC. DETAILS
SHEET NUMBER
S-3
DC / FIBER DEMARCATION BOX
MTCAP
DC FlffRDEMARCATION BO%
CABI6
NOTES
MOUNTWG
HIRGHT
MODEL
OTT
MDRS�
Ol'Y
1131GM PER
1ME
lw9
1)064BFh18
1
InOSENBERGER ]8 PAIR FlBERIRW%
3/8`
3
2W-0'
1494
DC64B-�]B-8[1
2
-JBAWGTINNEDCOPPMOONDUCTORS
3/4'
1 6
1 ffi-O'
ANTENNA AND COAX SCHEDULE
ANTENNAS
GBIB
MU
A2
UIPIE1031/FlLTER
TAR
SECTOR
A2
RAD
ANTENNA
q1Y
APPROXIMATE
ANIENNAVIKS
DOWN
Nti
MOOR
SIZE
OTY
IENG
LINE
COLOR
CODE
MOOR
MOD
MOOR
i1NR
GW4D
(
MODELIIQMI
CFNIELi
MAID
MOOR
EIEC
MECH
IQIY
"MIX)
SSW
146'd
ANOREW
SSNI01-ID6H
1
H+]L7aW=11.9'zD=].1•
_
_
1-S/8-
2
2W-W
1REO
ROSENURMILFIRERNP JUER(DUTORRU)
3/8`
1
394
IRED
I
RRU.S-32
I
-
-
-
-
-
-
ROSMMRGERSINGIEPAIflOCCARE(DC6TORRU)
7/16•
1
IV-W
IRED
1/TCOAXJUIMER RRUTOANTMNA
I/2•
6
lW4'
IRM
ALPHA
AWM(M)
3W
146-P
ANDREIN
S13NH1410850
1
H=M9'a W=3L9'x D=7.V
ROSMMGERFIREAJUMPER(DC6TORRU)
3/8°
ROSMMRGER5INGIEPAIRDCaBE(DC6TORRUI
7/IC
WCOAXJUJWER(RRUTOANIENNA)
112`
6
10'-(1°
3RED
ALPHA (M)
397
1494'
ANDREW
SBNH1F10856
1
Ik]i7zW�9'zD=].1-
-
1-5/8°
R05B�IBE3iER FIBELNUMPFR (IXSrOARU)
3AT
:
394'
4RE0
•814441a
1
-
08(DOfi]i1V51-1
-
2
_
_
ROSENBERGMSINGIEPAIRDCfABiE(D0670GN)
711V
2
1S4'
IRFD
87/W6A-®l3
I
COA%JUMPER(MTOANIFNNA)
I/Y
-
-
-
-
BETA(011
UT
1w-P
KMW
ET-x-UM6&14616-IRAT
I
H=7Yx W=1TxD3r
-
_
I 5/a'
3
ffi4Y
iBLUE
ROSENRRMRFIURJUIWM(DC6TORRU)
3/9'
1
W9 -
18LUE
R usm-
ROSENRRGERSINGEPAIRDCCARE(DOGTORRU)
7/16-
1
15--0"
IBLUE
I/YCOAXJUMPER(RRUTOAMENNA)
1/2,
6
W-o"
IBLUE
6ETA M
BETA(®1
110
116-T
mmIlIaN
8m109f9(
1
WMr.W=2Dr.09`
NOBENBERGERNBFIYNfW B11DC6 TO RRUI
Sle
2
19-T
3RUE
851812IM9
1
ImiRIBER(iER61NG1EPAIROCGBIElOC6TO WN)
71W
2
194'
38LUE
-
_
1/T'ODAxIUMPER(RRUTOANTENIw
w
8
104•
31AUE
BETA(B41
110'
W4
KMW
U-X-UM-%14$]AIR-AT
1
H-7P•W=1YxD r
_
_
wF]-SO
RO MMRMRFIRMJUW0(DC6TORRu)
3/8'
2
194'
4BLM
•B14M18
1
-
DBCOD61FIV -1
-
2
-
-
ROSENBERGERSINGIEPAIR DCC (DOSTO RRUI
7/36-
2
194'
4BLUE
BI/B661E
1/2•COAXJUWER RRUTOANTTNNA)
1/J.'
4
ID4•
4DUA
I
GAMMA(GII
225-
149-0'
ANDR ,
SBNN IiDBSB
1
Ip lrxlffP .TxD=].1-
_
_
_
1-5/8"
2
2070
IGREEN
ROSENBERGERFIBMIJI M(DCSTORRU)
318•
1
194
1CdEQl
RRVS32
ROSEN
]/SB
I
I9-0•
IGIIEVY
-
1/2'COA%IIRYWER RflUTOANIFNNA
I/2"
6
1D-0"
IGIEEN
-
-
GAMMA Gzl
GAM4N(G3)
22S
149-P
ANDflEW
5&JHH-IDHID
1
N=R7'x W=3LD'a D=].1'
_
ROSENBERGERFIMJUMPER(DXT0NU)
3/8•
2
194
3GIEEN
BS/B12
I
-
-
-
-
-
-
ROSMKRMRSINGIEPAIROCCARE(DOGMMN
7/10'
2
19-V
3GREEN
_
IMOOAXJUIWER(RRUTOANIQ4NA
6
10-W
3MEEN
-
GANAAA(G4)
ZL4
316'_W
ANDREW
SBNHK10R58
1
WnTxW=]I.r.a 7.1'
_
UDF]_SO
7/8•
2
EI010
4GIEEN
_
ROSMBERURFIBERJUATER(DOSTORRU)
Sm
2
194'
4GiEEN
M4.4478
1
-
DBWO61F1V3-1
-
2
-
-
ROSMURGERSINGEPAIRXCAG.E(DC6TOMq
7/16"
2
194'
4MEEN
IIZ( 880
I
-
-
-
-
-
1/TCOA%JUWER(RRUTOANRNNA)
1/T
4
104'
40M
TOTAL 9
•ANIENNAANDCOAXINMO PONPRMIDEOFRWM LTEKUMVLMDATED12/2g118.
ALI-5/CCOAIIIACTW
12
zW-W
TOTAL ]2 0 TOTAL 0 6 TOTAL 0
ALl-5/!T [OA%(RIACNVE)
•CONIRACIORTOVERINUINMWITHNENTPMORTOCONSIRUCRON.
• COAX IENGUIS AREAPPROXIMATE AND IMSTU VERIFIED PRIORTOCONSIIIUUION.
• AM ODAK SHAR BE COLOR COOED ATTOPAN BOTTOM JUWERANDATTOP OF TOWER
11070MOFTOWER,ANDINSIDESHRTERON MAIN COAX
-PROPOS®BIH Ift T Ili)ATGWUNDLEVEL(MMOMINT AL)
ALFUIELtIUN®ER
7s
229-0`
ALDCIUMPER
15
IS4
SO .
6pp-0"
ALS/i6'RETCABlES
3
6m4'
ATTHEPORTANDATTHEAUMNNA.
(Q.:) ANTENNA 84 COAX SCHEDULE
- SCALE: N.T.S.
REV DATE DESCRIPTION
A 1/29/19 PRELIMINARY CDs REV °A"
0 2/4/19 REV 0 CDs ISSUED
USA MG PROTECT NO.: 12190001-11
DRAWN BY: CHECKED RY:
NL ilR
at&t
8601 W SUNRISE BLVD
PLANTATION, FL 33322
CROWN
v CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON. FL 33487
PREPARED BY:
®IENGINEERING
2818 CYPRESS RIDGE BLVD.
SURE 110
WESLEY CHAPEL, FL 33544
(813) 994-0365
FL COA /31705
•-
tT No 72513
ST
v � e
Vll
A
=EBRUARY 04, 2019
MARL P. MAIER, PE
FL PROFESSIONAL ENGINEER LIC. # 72513
WFTPIERCE
FA #ioososoz
CC BU# 813812
8701 ORANGE AVE
Ff PIERCE, FL 34945
ANTENNA SCHEDULE
WM NUMBER
AN-1
File: T:\00-2019 PROJECTS\01-Crown\Crown - AT&T LTE\WOYIECE-10080502-81381
Sieefh92W invalid reference
File: T:\00-2019 PROJECTS\01-Crown\Crown - AT&T LTE\WTFPIECE-
H®tg2& imelid reference
ONE -LINE DIAGRAMS
E-1 SCALE: N.T.S.
ELECTRICAL SCOPE OF WORK:
INSTALLATION OF (3) NEW 814 4478 RADIOS INSIDE THE EQUIPMENT
SHELTER ON THE GROUND. THESE RADIOS WILL REQUIRE A NEW DC
POWER CABLE PLUGGED FROM THE RADIOS TO THE EXISTING RAYCAP
SURGE PROTECTOR INSIDE THE SHELTER. NO NEW A/C ELECTRICAL
UPGRADES ARE PROPOSED.
ERICSSON RRU BREAKER REQUIREMENTS
ERICSMN 9AOI0
8¢REAHER
TECHNOLOGY
RRUS 32 866
M AMP
AWS (2100)
RRUS 32 830
20 AMP
WCS (2300)
RRUS 32 82
30 AMP
PCS (1900)
RRUS 11
25 AMP
VMMS RWDS (7M [5121. M [01 19M (MI. 21M [84D
MUS12 + A2
25 AMP
VMMS BNNS (850 [651 ISM [821. 21M [e4D
RRU 4415 825
25 AMP
ISM
RRU 026 B66
30 MP
21M
RRU 4478 B14
25 AMP
700
RRU 4478 B5
25 AMP
850
RRUS E2 B29
25 AMP
700
RRUS 4449 85/B12
2.25 AMP
7M/SM
RRUS WU 82/B66
2xM MP
ISM/2100
1 •••pdf
10 AMP
850
MUS 2205 846
10 AMP
5 GH
4 2 5 3 6
---- — — — — — AWS RRH
7 I
DIGLTE I
- — — ITAL —
UNIT B74 RRH
KEYNOTE LEGEND:
1. -48V DC POWER PLANT. CONTRACTOR TO VERIFY CORRECT BREAKER SIZE IS INSTALLED FOR
EACH RRU PER CHART.
2. (1) RACK MOUNTED RAYCAP DC SURGE PROTECTOR (DC6-48-6G-RM).
3. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC6-48-60-18-8F) TOWER MOUNTED.
4. /8 AWG SHIELDED CONDUCTORS (WR-VG82ST-BRDA).
WIRRgWE (2) 6-CONDUCTOR #8 AWG BUNDLES FOR DC POWER FROM RACK MOUNTED
RAYCAP SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER.
6. DC CABLE ROUTED TO RRH UNITS.
7. 012 AWG SHIELDED CONDUCTORS (WR-VG122ST-BRDA).
n TYPICAL DC RISER DIAGRAM
E-1 SCALE: N.T.S.
REV DATE DESCRIP ON
A 1/29/19 PRELIMINARY COB REV 'A'
0 2/4/19 REV 0 CO. ISSUED
USA MG PROJECT NO.: 12190001-11
DRAWN BY: CHECKm BY:
ML FN
at&t
8601 W SUNRISE BLVD
PLANTATION, FL 33322
CCCROWN
CASTLE
6420 CONGRESS AVE
SUITE 2000
BOCA RATON, FL 33487
PREPARED BY:
®IENGINEERING
2818 CYPRESS RIDGE BLVD.
SUITE 110
WESLEY CHAPEL, FL 33544
(813) 994-O.T65
FL COA 831705
No 72513
RUARY 04, 2019
MARC P. MAIER, PE
FESSIONAL ENGINEER LIC. It 72513
WFTPIERCE
FA #10080502
CC BU# Si38I2
8701 ORANGE AVE
Ff PIERCE, FL 34945
ANTENNA ONE-UNE
DIAGRAM
SHEET NUMBER
E-1