HomeMy WebLinkAboutPLANS1
N D R I O SCANNED
FA 10016806 St.Y
Lucie County
at&t
6189 N US HIGHWAY 1
FORT PIERCE, FL 34946
5th CARRIER OVERLAY
MRSFL018051
LOCAL MAP
PROPERTY SUMMARY
PROJECT DESCRIPTION
INDEX OF DRAWINGS
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A WCeAernCeP
FOLIO
1406-413-0003-000-8
PROPERTY OWNER
MARY JANE SPAIN (TRUST)
BOX 350
TUPELO, MS 38802
LATrrUQS
27.546333' N
LONGITUDE
80.368583• W
ZONING JURISDICTION
ST LUCIE COUNTY
1. THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED
FOR HUMAN OCCUPANCY.
2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT
PRODUCE ANY SEWAGE.
3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS
AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY
NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME
4. THE SCOPE OF WORK CONSISTS OF PROPOSING A WIRELESS
INSTALLATION:
REMOVAL OF (3) EXISTING RRUS
INSTALLATION OF (3) PROPOSED RRUS
SHT.
NO,
DESCRIPTION
REV'
NO.
T7
TITLE SHEET
0
T2
GENERAL NOTES
0
Cl
COMPOUND PLAN
0
C2
ELEVATION AND ANTENNA PLANS
0
C3
DETAILS
0
C4
DETAILS
0
E7
DC ELECTRICAL DETAILS
0
AN-1
ANTENNA SCHEDULE
0
VICINITY MAP
DESIGN CRITERIA
CODE COMPLIANCE
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1.-101-2015.
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DESIGN WIND SPEED: 160 MPH (ULTIMATE, 3—SECOND GUST)
124 MPH (NOMINAL, 3—SECOND GUST)
EXPOSURE C
RISK CATEGORY: II
OPEN STRUCTURE
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES
AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN
THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT
CONFORMING TO THESE CODES.
1. FLORIDA BUILDING CODE, 6th EDITION (2017).
2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-14, NATIONAL
ELECTRICAL CODE, 2014 EDITION.
3. ASCE 7-10.
4. TIA-222—G WITH ADDENDUM 1, 2, 3 & 4 APPLICABLE STANDARDS.
5. LIFE SAFETY CODE NFPAad
6. FLORIDA FIRE PREVENTION CODE, 6th EDITION (2017).
7. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 360-10
AND 341-10.
S'ORATORIES (U.L) APPROVED ELECTRICAL
B. PRODUCTS�
9. LOCAL JURISDICTIONAL REQUIREMENTS.
10. CrrY/COUNTY ORDINANCES.
RF DESIGN VERIFICATION
DESIGN BASED ON RFDS #2711983
DATED 02/13/19. CONTRACTOR
SHALL REQUEST CURRENT RFDS
AND CURRENT WORKBOOK FROM
MASTEC NETWORK SOLUTIONS
CONSTRUCTION MANAGER PRIOR
TO CONSTRUCTION
REV
DATE
DESCRIPTION
A
3/21/19
PRELIMINARY
8
4/3/19
RENSED
0
7/24/19
FOR I'MIAT
M% PROJECT NO.:
19-0215.05
DRAWN BY:
A WMREN
CHECKED BY:
M. MBEY
INDRIO
6189 N US HIGHWAY 1
FDRr PIERCE, D. 34945
TITLE SHEET
T1
1.
FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY:
1.
THE APPROPRIATE LMUTY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY
THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES.
OWNER - AT&T MOBILITY
2.
THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES.
ENGINEER - APX ENGINEERING GROUP, LLC.
3.
ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK. SHALL BE PROTECTED
AT ALL TIMES. WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY
CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION)
THE CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES.
4.
RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
2.
PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISR THE JOB SITE IN ORDER TO (1) VERIFY ALL EXISTING CONDITIONS, (2)
CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS
5.
ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK
SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE
SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER.
EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES.
3.
A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES.
S.
DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED.
4.
THE CONTRACTORS USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE
CONSTRUCTION START DATE.
7.
ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY,
REV
DATE
DESCRIPTION
A
3/21/19
PRELIMINARY
B
4/3/19
REMSED
0
7/24/19
FOR PERMIT
APX PROJECT NO.:
19-0215.05
DRAWN BY:
A WARREN
CHECKED BY:
M. ABBEY
5. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL TO
SHALL BE GRADED TO A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQWP. M
SHELTER AND TOWER AREAS AND THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED
THIS DRAWING IS COPYRIGHTED AND IS
COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. LABOR AND MATERIALS
DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL
THE SOLE PROPERTY OF THE OWNER IT
SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A
IS PRODUCED SOLELY FOR USE BY THE
OWNER AND ITS AFFILIATES.
COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS,
B. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.
REPRODUCTION OR USE OF THIS DRAWING
AND/OR THE INFORMATION CONTAINED IN
6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR
9• BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED.
IT IS FORBIDDEN WITHOUT THE WRnTEN
SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO
CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL
PERMISSION OF THE OWNER
PROCEED.
10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL
7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE
INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF
11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED
THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE
IN THESE DRAWINGS.
SITE WORK NOTES
2
INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER.
a X
8. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION, INCLUDING UTILITY
1. MATERIAL'
CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER
PRIOR TO FINAL ACCEPTANCE OF THE WORK.
A ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC 'STEEL CONSTRUCTION MANUAL.
ENGINEERING GROUP
9. THE CONTRACTOR'S OPERATONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION.
B. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND
3aoO MODDE ORNE. SURE 525
10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, CURBS, GALVANIZED
ASTM A753 STANDARDS.
N933On (954) 54) 944-1538
SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE CONSTRUCTION
C. ALL STRUCTURAL PLATES. ANGLES, AND CHANNELS SHALL BE ASTM A36 AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH
CERRRCATE OF AUTHORI7ATION 31948
WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL
ASTM A123 AND ASTM A153 STANDARDS.
WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER.
D. ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi). AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123
11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE GENERAL AREA CLEAN AND
AND ASTM A153 STANDARDS.
HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON
COMPLETION, LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE
E. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksi), AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH
!�l
12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS
ASTM A123 AND ASTM A153 STANDARDS.
'V�///,I
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EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS
F.
. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B. AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM
TAKE PRECEDENCE.
A123 AND ASTM A153 STANDARDS.
13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND
ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL
2, DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL
esw W SUNRISE BOUI£/ARD
PIANrADDN, FE 33322
ORDERS OF AM PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL
SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPUCABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL AS
R414II
LOCAL AND STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS.
3. WELDING-
��� ZE
14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND ATTENTION. HE SHALL BE
A ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL. CONFORM TO THE REQUIREMENTS OF AWS D 1.1. LATEST REVISION.
;`��� N
SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR
B. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.
COORDINATING ALL PORTIONS OF THE WORK, INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE
�� ^
OWNER'S AUTHORIZED REPRESENTATIVE.
C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING.
0 S
•'*
*'•
15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION. THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT
4. ALL BOLTS SHALL BE GALVANIZED DIAMETER, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT" CONDITION
DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER CLOSEOM DOCUMENTATION AS REQUIRED BY THE OWNER. ALL
AS DEFINED BY RISC. SECURE NM WITH LOCKING WASHER.
WITH WASHER,
SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE
OWNER'S ACCEPTANCE.
5. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE
AT OF
0 R 1 O - C?\�I:b
6. THE CONTRACTOR/STEEL FABRICATORM SHALL LOCATE AREINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO T
i s'
'1ri s/pNAL�
THERE WILL
WITH THE REINFORCEMENT WHEN INSTAWNG ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THEMANUF
%`��
CTUR RO5 INSTRUCTION.
ITtI Elk
DATE OF SIGNATURE 7/24/19
7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC
MANUAL OF STEEL CONSTRUCTION.
B. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1(s INCH TOLERANCE STRUCTURAL STEEL SHALL
NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WTTHOM APPROVAL OF THE ENGINEER.
INDRIO
9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION.
10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO AM STEEL FABRICATION. AT THE
CONTRACTOR'S OPTION, FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPUCES ARE USED, THE SHOP DRAWINGS
6189 N US HIGHWAY 1
FORT PIERCE FL 34946
SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES.
SHEET NAME
11. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS.
GENERAL
12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND
NOTES
DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA INDICATE WELDS BY STANDARD AWS
A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS. TEMPLATES, AND DIRECTIONS FOR
SHEET NUMBER
INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS.
T2
GENERAL NOTES
1
STEEL NOTES
3
EXISTIN
CABL
EXISI
GPS (T
EMS
CAM
EXIST]
GUY
EXISTING
UT]LT]Y
EXISTING
EQUIPMEN
cr
EXISTING CASI
(BY OTHEI
C
LP TANK
EXISTING T—MOBILE
GENERATOR
EQUIPMENT
2)
I COMPOUND PLAN ® 1 11
REV
DATE
DESCRIPTION
A
3/21/19
PRELIMINARY
B
4/3/19
REVISED
0
7/24/19
FOR PERMIT
APX PROJECT NO.:
19-0215.05
DRAWN BY:
A WARREN
CHECKED BY:
N. ABBEY
THIS DRAWING IS COPYRIGHTED AND IS
THE SOLE PROPERTY OF WE OWNER. R
IS PRODUCED SOLELY FOR USE BY THE
OWNER AND TTS AFFIUATM
REPRODUCTION OR USE OF 49S DRAWING
AND/OR WE INFORMATION CONRTNED IN
B IS FORBIDDEN WITHOUT THE WRITTEN
PERMISSION OF THE OWNETL
A
apx
ENGINEERING GROUP
Y O MESIDE DRNE. SURE 525
MIRAUAR. FL 33027
(954) 744-15313
CERDFlCATE OF AUTHORI7 TION 31943
at&t
8601 W SUNRISE BODUWA D
PL ATON. R ST3P2
��\c ..N3
0 B 9
W.AT
Cc
F 1 �.
DATE OF SIGNATURE 7/24/11E
\O1
6189 N US HIGHWAY 1
FORT PIERCE FL 34949
SHEET NAME
COMPOUND
PLAN
SHEET NUMBER
C1
TOP OF TOWER h
EL 480't�� �iA^
l\ O
�y EXISTING AT&T
RRUS-32 (TYP. OF 3)
EXISTING AT&T DC6
SURGE SUPPRESSOR
(TYP. OF 3) EXISTING AT&T ANTENNA
(TYP. OF 9)
REV
DATE
DESCRIPTION
A
3/21/19
PRELIMINARY
B
4/3/19
REVISED
0
7/24/19
FOR PERMIT
APX PROJECT NO.:
RI5.05
DRAWN BY:
A WARREN
CHECKED BY:
M. ABBEY
EXISTING VERIZON WIRELESS ANTENNAS h —j
EL 230't 'Y Eby. THTHIE
SOLE
P O Is PROPERTY
OF HE O N rs
7HE SOIP PROPERTY OF THE OWNER
208't EXISTING AT&T IS PRODUCED SOLELY rr FOR USE fTHE
EXISTING T-MOBILE ANTENNAS -/ RRUS OB5/BAN
72 OWNER OR S F THIS
D.
A
h B� F 3 ) AND/OR THENINFORMATION CONTAINED DRAWING
EL. 215't r �I O R IS FORBIDDEN WITHOUT THE WRITTEN
S f PERMISSION OF THE OWNER
RAD CENTER OF EXISTING AT&T ANTENNAS h /� EXISTING AT&T RRUS-32 B2 CTO OS
EL 208'f TO BE REMOVED O
(TYP. OF 3)
EXISTING A) ��
ANTENNA MOUNT
rl y�cSONryyO (TYP. OF 3)
EXISTING SPRINT ANTENNAS h /ryDmryIII� —ryp1 p1.
EL 175'L W— 'Y ENGINEERING GROUP
3400 MESIDE DRIVE. SU(TE 525
MIRAMAR, R M027
(954) 744-IMS
EXISTING 480'f CE"FICATE OF AUTHORIMA ON 31948
GUYED TOWER
REFER TO CURRENT RFDS FOR EQUIPMENT MODELS.
EXISTING ANTENNA PLAN D® 2 E,}&}
EXISTING YAGI
ANTENNA M.) El y_ . B60PtANi=NI5R OU n
RD
" 'r 1+U p
>� EXISTING AT&T �dE6L
Y
RRUS-32 (TYP. OF 3) �%��
No 5 19 '
EXISTING AT&T DC6 *' • ••
SURGE SUPPRESSOR -
(TYP. OF 3) EXISTING AT&T ANTENNA
(TYP. OF 9) (SEE NOTE A O F
ELEV. i EXISTING AT&T '�i�� DNA%-208'±E��``
RRUS-4449 B5/B72 pA1E OF SIGNATURE: F}j1 7/24/19
(TYP. OF 3)
O
e4a SI�PROPOSED AT&T � A2O7p5 INDRIO
C3 RRU (3 B2/ F6 A 0
NOTES
EXISTING AT&T
ANTENNA MOUNT
O • (TYP. OF 3) FORT PIERCE. 334M
1. PRIOR TO CONSTRUCTION. CONSTRUCTION MANAGER OF THEESTIMATEDSfTE DOWN TIMVISE E.
,�p?ry+j0 SHEET NAVE
2. THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION
ANDHEIGNT OF THE PROPOSED ANTENNAS ON THE EXISTING ELEVATION AND
TOWER.CONSTRUCTION SHALL NOT PROCEED UNTIL A STRUCTURAL
ANALYSISREPORT HAS BEEN COMPLETED BY A PROFESSIONAL ANTENNA PLANS
NOTES
ENGINEERREGISTERED IN THIS STATE, CONCLUDING THAT THE GRADE A k..'
EXISTINGTOWER IS STRUCTURALLY ADEQUATE TO RESISTTHE EXISTING
AND PROPOSED LOADS, 1. REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. SHEET NUMBER
A2. MINIMUN TIP TO TIP SPACING FOR ANTENNAS SHALL BE 3' FEET.
ELEVATION D® 1 PROPOSED ANTENNA PLAN ® C2
3
4MREC 5�uc RTIA6C 9DNE
PROPOSED AT&T APPROVED
MOUNTING BRWW
(TYP. OF 2 PER RRU)
•rn
•
r
•
®®
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•
N_
REV
DATE
DESCRIPRON
A
3/21/19
PRELIMINARY
B
4/3/19
REVISED
0
7/24/19
FOR PERMIT
AP% PROJECT NO.:
19-0215.05
DRAWN BY:
A. WARREN
CHECKED EIY:
M. ABBEY
THIS DRAWING PRO IS PROPERTY
OF
AND IS
I
d SIDE VIEW {�--13.2'--�{ 7HE SOLE PROPERTY OF THE OWNER R
aaF IS PRO�� SOLELY FOR USE THE
soap a� REPRODUCTION OR USE OF THIS DRAWING
a,•, PROPOSED AT&Te AND/OR THE INFORMATON CONTAINED IN
�a RRU (TYP.) R IS FORBIDDEN WITHOUT THE WRITTEN
�o� r PERMISSION OF THE OWNER
j IT
d pp ��ll
apx
FABr+'6®®'9d'99
EXISTING ANTENNA
MOUNTING PIPE (TIP.)
LF6'M'a'dBPe4F3d3
4�132'�-I ENGINEERING GROUP
NOTES,` PLAN VIEW FRONT VIEW 3aU0 UK64) 744-1558URE 525
MIPAMM R 33027
1. UNIT SHALL BE MOUNTED AS PER OERIIRCATE OF AURIORIWON 31948
MANUFACTURERS RECOMMENDATIONS.
MANUFACTURER: ERICSSON
2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A MODEL' RRUS-8843 82/866
'SNUG TIGHT' CONDITION AS DEFINED BY AISC. WEIGHT: 75.0 LBS
RRU MOUNTING DETAIL NTS 1 RRU SPECS NMI 2 (NOT USED) 13, }&}
8601 W SUNRISE BOUIEVARO
P ATION. R 33322
1•1 IJ•1!
�EZER 0/
No 8 21
+ 9 . AT <U
411ONA�-E
DATE OF SIGWIIU/ RE' I;u 7/24/19
INDRIO
8189 N US HIGHWAY 1
FORT PIERCE. FL 34946
SHEET NAME
DETAILS
SHEET NUMBER
(NOT USED) 4 (NOT USED) 5 (NOT USED) 6 05
(Il x
I
LEGEND,
A SECTOR GROUND BAR (TYP)
B COLLECTOR GROUND BAR \\ I
C ANTENNA
D SINGLE PAIR FIBER & DC POWER \ I I I
E 1/2' JUMPER CABLE (TYP) \�
F MOUNT PIPE
G DC POWER & FIBER TO RAYCAP UNIT I I III ,------Q
H REMOTE RADIO UNIT (RRU) (IF APPLICABLE)
I DC6 RAYCAP SURGE SUPPRESSOR (IF APPLICABLE) III I
J #2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP.)
\� 1
I• a�_J
NOTES:
1. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. ALL EXOTHERMIC CADWELDS SHALL BE PERFORMED BY CERTIFIED TECHNICIAN.
2. PROVIDE WEATHER PROOFING AND GROUNDING KIT TO BOND DC POWER CABLE SHIELD TO EXTERNAL HATCH PLATE GROUND BAR.
3. PROVIDE GROUND CONNECTION FOR DC POWER CABLE SHIELD TO 'P' SECTION OF CRGB WITHIN SHELTER.
4. CONTRACTOR SHALL USE THEFT RESISTANT GROUND WIRES AND BARS WHEN FEASIBLE
5. CONTRACTOR SHALL MAINTAIN A 12' MINIMUM GROUND WIRE BEND RADII.
6. GROUND LUGS, HEATSHRINK AND CLAMPS DEVICES SHALL COMPLY WITH AT&T GROUNDING AND BONDING PRACTICE TP-76416.
ANTENNA GROUNDING SCHEMATIC (TYP.)
EXISTING GROUNC
BAF
#2 AWG SOLID BARE OR
JACKETED TINNED COPPER
(TYP.)
W SS WASHER
%"XYi SS BOLT
D4' SS WASHER
SS LOCK WASHER
SS NUT
NOTES:
1. UTILIZE EXISTING AT&T GROUND BARS AND GROUNDING.
2. ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSITIONS.
3. REFERENCE AT&T BONDING & GROUNDING PRACTICE TP76416.
TYPICAL GROUND BAR CONNECTION DETAIL wsI 21
1. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS
SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS
WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE
PROJECT.
2. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS,
ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR
WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO
THE OWNER FOR PERIOD OF WARRANTY.
3. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP
EDGES.
4. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E.. RIGID PVC
SCHEDULE 40. OR RIGID PVC SCHEDULE 60 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)
SHALL BE USED FOR EXPOSED INDOOR LOCATIONS.
5. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TTI'E FLEX) SHALL BE USED INDOORS AND
OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED.
6. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO
SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR
BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS.
7. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE
GALVANIZED OR EPDXY -COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED
NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS.
B. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED, OR
NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1
(OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.
9. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;
AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER)
OUTDOORS.
10. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416.
m 1 1 1 GROUNDING NOTES
REV
DATE
DESCRIPTION
A
3/21/19
PRELIMINARY
B
4/3/19
REWSED
0
7/24/19
FOR PERMIT
APX PROJECT N0:
19-0215.0.5
DRAWN BY:
I A WARREN
CHECKED BY.
I M. ABBEY
THIS DRAWING IS COPYRIGHTED AND IS
THE SOLE PROPERTY OF THE OWNER IT
IS PRODUCED SOLELY FOR USE BY THE
OWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF THIS DRAWING
AND/OR THE INFORMATION CONTAINED W
ITTS FORBIDDEN WITHOUT THE WRITTEN
PERMISSION OF THE OWNER.
apx
ENGINEERING GROUP
3500 W ESIDE ORWE. SURE 525
NIRAHM, FL 33027
(954) 744-108
CERIIDCPTE OF AUTHORIWON 31945
at&t
8601 W SUNRISE BOULEVARD
PIANTATON. FL 33322
S. Ile, �i
�*�
,
No
52
9
Sp
��/
0NAl- ���•�
Fp}E ff�
DATE OF SIGNATURE 7/24/19
INDRIO
6189 N US HIGHWAY 1
FORT PIERCE, FL 34946
SHEET NANE
DETAILS
SHEET NUMBER
311 C4
U104Yti:1klI0/\Yi ']11P)01VA
HIGH%xx
HIGH?Q�
�x(LOW�%XC
X 99
EC
X X
NOTES:
1. CONTRACTOR SHALL USE ET
POWER CABLE CONNECTOR.
2. CONTRACTOR SHALL REMOVI
AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES.
RISER DIAGRAM (TYP. PER SECTOR)
MSL Counties
3 - Hex port Antennas
ANTENNA POSITION # 3
LOW
HIG?HQ�
(HIGH
ANTENNA POSITION # 4
LOW
HIGH
?QHIGH
Xx
I WCS RRH I
REV
DATE
DESCRIPTION
A
3/21/19
PRELIMINARY
B
4/3/19
REWSED
0
7/24/19
FOR PERMIT
APX PROTECT NO.:
19-0216.05
DRAWN BY:
A. WARREN
CHECKEII BY:
M. ABBEY
THIS DRAWING IS COPYRIGHTED AND G
THE SOLE PROPERTY OF THE OWNER. IT
IS PRODUCED SOLELY FOR USE BY THE
OWNER AND US AFFlUATES.
REPRODUCTION OR USE OF THIS DAWING
AND/OR THE INFORMATION CONTAINED IN
IT IS FORBIDDEN WITHOUT THE WRITTEN
PERMISSION OF THE OWNER
apx
ENGINEERING GROUP
3400 W(ESIDE DRIVE, SUITE 525
NIPA . FL 33027
(954) 7N-1535
CERRRGTE OF AUTHORIMTON 31948
25A
25A
ft
- - - - - - -
- -
-
- AWS/PCS RRH
atxt
ft
_________
3r`--------- I I PLV33322 RAPON. FL
8601 W SUNRISE 3322ARO
2n/STA
NS52Ur 9 .E : �
- i� ONA�- ``0'
Fr" L+w
DATE OF SIGNATURE 7/24/19
KEYNOTE LEGEND.-INDRIO
1. -48V DC POWER PLANT.
( 2. (1) RACK MOUNTED RAYCAP DC SURGE PROTECTOR (DC6-48-60-RM).
i 6189 N US HIGHWAY 1
3. RAYCAP FlBER AND DC DISTRIBUTION UNIT (DC6-48-60-18). FORT PIERCE FL 34946
SHEET NAME
I 4. R8 AWG CONDUCTORS. DC ELECTRICAL
5. PROVIDE (2) 6-CONDUCTOR #8 AWG BUNDLES FOR OC POWER FROM
RACK MOUNTED RAYCAP SURGE PROTECTION UNIT TO THE RAYCAP DETAILS
- J FIBER AND DISTRIBUTION UNIT ON TOWER.
SHEEP NUMBER
6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNfTS.
1 DC RISER DIAGRAM 2 E1
DC / FIBER DEMARCATION BOX
RAYCAP DC FIBER DEMARCATION BOX
CABLES
MOUNTING HEIGHT
MODEL
OUANTRY
MODEL
SIZE
QUANTITY
LENGTH PER LINE
±208'
DC6-48-60-1B-8F
3
ROSENBERGER (18) PAIR FIBER TRUNK
3/B"
3
(E)
(6) #8 AWG CONDUCTOR SHIELDED DC CABLE
3/4"
6
(E)
ANTENNA AND COAX SCHEDULE
ANTENNA
CABLES
RRU
TMA
DIPLEXER
FILTER
SECTOR
AZIMUTH
RAD
ER
ANTENNA
MAKE
ANTENNA MODEL
A pENNA
CABLE MODEL
SIZE
fl OF
CABLE LENGTH
COLOR
MODEL
OTY.
MODEL
OTY.
MODEL
TOWER
GROUNDCEN
QUANTITY
MODEL
OTY.
ALPHA (Al)
345'
208'
OMMSCOPE
SBNHH-1D85B
1
ROSENBERGER FIBER JUMPER DC6 TO RRU
3 8"
1
15'
1 RED
RRUS-32
1
ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU
7 16"
1
15'
1 2" COAX JUMPER RRU TO ANTENNA
1 2"
6
10'
ALPHA (A2)
-
-
-
-
-
2 RED
-
-
-
-
-
-
-
-
-
-
-
-
-
ALPHA (A3)
345'
208'
OMMSCOPE
SBNHH-1D850
1
ROSENBERGER FIBER JUMPER DC6 TO RRU
3 8'"
4
15'
3 RED
RRUS-4449 B5 B12
1
-
ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU
7 i6"
4
15'
RRUS-,BM B2 66
1
1 2" COAX JUMPER RRU TO ANTENNA
1 2"
6
10'
ALPHA (A4)
345'
208'
OMMSCOPE
SBNHH-1D858
1
ROSENBERGER FIBER JUMPER DC6 TO RRU
3 8"
-
15'
4 RED
ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU
7 16"
-
15'
1 2" COAX JUMPER RRU TO ANTENNA
1 2"
6
10'
COAX CABLES
1-5 8"
2
E
BETA (B1)
105'
208'
OMMSCOPE
SBNHH-1DBSB
1
ROSENBERGER FIBER JUMPER DC6 TO RRU
3 8"
1
15'
1 BLUE
RRUS-32
1
ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU
7 16"
1
15'
1 2" COAX JUMPER RRU TO ANTENNA
1 2"
6
10'
BETA (B2)
_
_
_
_
_
2 BLUE
_
_
_
_
BETA (B3)
105'
208'
OMMSCOPE
SBNHH-iD85B
1
ROSENBERGER FIBER JUMPER DC6 TO RRU
3 8"
4
15'
3 BLUE
RRUS-4449 B5 B72
1
ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU
7 16"
4
15'
RRUS-8843 B2 68
1
1 2" COAX JUMPER RRU TO ANTENNA
i 2"
6
10'
BETA (B4)
105'
208'
OMMSCOPE
SBNHH-1DBSB
1
ROSENBERGER FIBER JUMPER DC6 TO RRU
3 8"
-
15'
4 BLUE
ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU
7 16"
-
15'
1 2" COAX JUMPER RRU TO ANTENNA
1 2"
6
10'
COAX CABLES
1-5 8"
2
E
-
-
-
-
-
-
-
GAMMA (Gi)
230'
208'
OMMSCOPE
SBNHH-1D85B
1
ROSENBERGER FIBER JUMPER DC6 TO RRU
3 8"
1
15'
1 GREEN
RRUS-32
1
ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU
7 16"
1
15'
1 2" COAX JUMPER RRU TO ANTENNA
1 2"
5
1
GAMMA (132)
-
-
-
-
-
2 GREEN
-
-
-
-
-
-
-
-
-
-
-
-
-
GAMMA (G3)
230'
208'
OMMSCOPE
SBNHH-1D85B
1
ROSENBERGER FIBER JUMPER DC6 TO RRU
3 8"
4
15'
3 GREEN
RRUS-4449 B5 B12
1
ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU
7 16"
4
15'
RRUS-88�3 B2 66
1
1 2" COAX JUMPER RRU TO ANTENNA
1 2"
6
10'
GAMMA (04)
230'
208'
OMMSCOPE
SBNHH-1D85B
1
ROSENBERGER FIBER JUMPER DC6 TO RRU
3 8"
-
15'
4 GREEN
ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU
7 16"
-
15'
1 2" COAX JUMPER RRU TO ANTENNA
1 2"
6
10'
COAX CABLES
1-5/8-
2
E
DELTA (DI)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
DELTA (D2)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
DELTA (D3)
TOTAL EXISTING 9
TOTAL REMOVED 0
TOTAL REPLACED 0
OVERALL TOTAL 9
TOTAL
COAX
(E)
TOTAL
9
TOTAL
0
TOTAL
0
0
-
0
POWER
15
225'
LEGEND
(E) a EXISTING
FIBER
15
225'
JUMPER
54
540'
5/1ET6-
CABLES
3
(E)
ANTENNA AND COAX SCHEDULE
1
REV
DATE
DESCRIPTION
A
3/21/19
PRELIMINARY
B
4/3/19
REMSED
0
7/24/19
FOR PERMIT
APK PROJECT NO.:
19-0215.05
DRAWN BY:
A WPIEREN
CHECKED BY:
M. ABBEY
THIS DRAWING IS COPYRIGHTED AND IS
THE SOLE PROPERTY OF THE OWNER. IT
IS PRODUCED SOLELY FOR USE BY THE
OWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF THIS DRAWING
AND/OR THE INFORMATION CONTAINED IN
IT IS FORBIDDEN WIMOUT THE WRITTEN
PERMISSION OF THE OWNER.
A
apx
ENGINEERING GROUP
3400 WESIDE DRNL SUITE 525
WRAMNR, FL 33027
(954) 744-1536
CERTIFICATE OF AUMORIIATON 31948
8601 W SUNRISE BOULEVARD
PUNNTADON. FL 33322
•rt' `
GATE OF SIGNATURE:L7/24/19
INDRIO
6189 N US HIGHWAY 1
FORT PIERCE, FL 349"
SHEET NAVE
ANTENNA
SCHEDULE
SHUT NUMBER
AN-1
INDRIO
(FA 10016806) S S gyNEp
i, t 4ucio County
6189 N US HIGHWAY 1
at&t
REV
DATE
DESCRIPTION
A
3/21/19
PRELIMINARY
B
4/3/19
REVISED
O
7/24/19
FOR PERMIT
APX PROJECT NO.:
19-0215.05
DRAWN BY:
A. WARREN
l. CHECKED BY:
M. ABBEY
7 FORT PIERCE, FL 34946
SDIRAVONG IS SOLE PROPERTY OF
AND
THEmOWNER R
IS PRODUCED SOLELY FOR USE BY THE
m OWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF THIS DRAWING
5 t h CARRIER OVERLAY AND/OR THE INFORMATION THE WRITTEN
IN
R (S FORBIDDEN WITHOUT THE AINEDN
PERMISSION OF THE OWNER.
MRSFLO18051
LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS �
FOUO 1. THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED SHf. REV.
FOR HUMAN OCCUPANCY. NO DESCRIPTION NO.
1406-413-0003-000-8 cl
h 4a _,r,"� PROPERTY OWNER 2 PRODUCTHIS ELITY ANY SEWAGE.OES NOT REQUIRE POTABLE WATER AND WILL NOT T7 TITLE SHEEP 0
,.. z .-s. } I� fi Y'. T2 GENERAL NOTES Q ENGINEERING GROUP
3. CONTRACTOR SHALL ALL PLANS AND EXISTING DIMENSIONS 3400 WIVE WI VERIFY DRFE 525
MARY JANE SPAN (TRUST) C1 COMPOUND PLAN 0 MIRWAR, R 33027
PO BOX 350 AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY
TUPELO, MS 38802 NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE C2 ELEVATION AND ANTENNA PLANS 0 (Ssa) 744-1538
PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME DETAILS O CERTIFICATE OF AUTHORRAWN 3190
LATITUDE
it 7., 4. THE SCOPE OF WORK CONSISTS OF PROPOSING A WIRELESS C4 DETAILS 0
a - y""fi-- ' i' 4'�*F - ` 27548333' N INSTALLATION:
E7 DC ELECTRICAL DETAILS 0
<'n LomGrr 1pE REMOVAL OF (3) EXISTING RRUS AN-1 ANTENNA SCHEDULE 0
INSTALLATION OF (3) PROPOSED RRUS
rlf F 7 SITE LOCATION �� 1 7 5 (= 80 3685U W
JAB/
ZONING JURISDICTION M�Mt
4
ST LUCIE COUNTY
y 6601 W SUNRISE ARO
3 1 b ! PLVIfATF.M322122ON,
,. pp �.� \ � K, E•EI141
O/,9
VICINITY MAP DESIGN CRITERIA CODE COMPLIANCE 0 5 1
® L DESIGN WIND SPEED: 160 MPH (ULTIMATE, 3-SECOND GUST) ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN
4 ff �1 " J 90q_i • 124 MPH (NOMINAL, 3-SECOND GUST) ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES +ro • U
4 d -^ �$t• RmawmTo (+ EXPOSURE: C AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN TAT O F �
RISK CATEGORY: II THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT
e 3f I� ➢ ' Ii 1. OPEN STRUCTURE CONFORMING TO THESE CODES.
R10P���,�
1. FLORIDA BUILDING CODE, 6th EDITION (2017). 0NA�-��\\\\
2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-14, NATIONAL ELECTRICAL CODE, 2014 EDITION.DA1E OF SIGNATURE: 7/24t9
/
3. ASCE 7-10.
Rp 4. TIA-222-G WITH ADDENDUM 1, 2, 3 & 4 APPLICABLE STANDARDS.
3 srrsLornnovINDRIO
RF DESIGN VERIFICATION 5. LIFE SAFETY CODE NFPA-101-2015.
6. FLORIDA FIRE PREVENTION CODE, 6th EDITION (2017).
-7.—AMERICAN-INSRRAE-OF-STEEL CONSTRUCTION-(AISC)-360=10 - ^189-N-US-HIGHWAY 1 — --
7 DESIGN BASED ON RFDS #2711983 AND 341-10. FORf PIERCE FL 34948
DATED 02/13/19. CONTRACTOR
1" ,! B. UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL SHEET NIME
r SHALL REQUEST CURRENT RFDS PRODUCTS.
wI N
AND CURRENT WORKBOOK FROM 9. LOCAL JURISDICTIONAL REQUIREMENTS.TITLE SHEET
MASTEC NETWORK SOLUTIONS
10. CffY/COUNTY ORDINANCES. SHEET NUMBER
CONSTRUCTION MANAGER PRIOR
TO CONSTRUCTION T1
`p1 , iircn CoeY'r -
onam 1% �': 'FlaMgfJl 1"1
1.. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY
THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES.
OWNER - AT&T MOBILITY 2. THE INSTALLATION OF NEW UTILITES SHALL BE COORDINATED WITH LOCAL AUTHORITIES.
ENGINEER - APX ENGINEERING GROUP, LLC. 3. ALL EXISTING ACTIVE SEWER, WATER, GAS. ELECTRIC AND OTHER UTILITIES. WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED
AT ALL TIMES. WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY
CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) THE CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILUNG PIERS AROUND OR NEAR UTILITIES.
4. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
2. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL EXISTING CONDITIONS. (2) 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK
CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE
SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES.
3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED.
4. THE CONTRACTORS USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE
CONSTRUCTION START DATE. 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY.
REV
DATE
DMCRIPIION
A
3/21/19
PRDIMINARY
B
4/3/19
REVISED
0
7/24/19
FOR PERMIT
AP% PROJECT N0:
19-0215.05
DRAWN BY:
A WARREN
CHECKED BY:
M. ABBEY
SHALL BE GRADED TO A UNIFORM SLOPE SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT
5. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL TO
SHELTER AND TOWER AREAS AND THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED
THIS DRAWING IS COPYRIGHTED AND IS
COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. LABOR AND MATERIALS
DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDEUNES FOR EROSION AND SEDIMENT CONTROL
Is PlSOLE PR SOLELY F T E O NBY EEDnIE
SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A
B. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.
WNERN oR rrS AFFILIATES.LIMWING
REp6oOWNER
COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON THE- PLANS.
ANDS�oF THE INFORMATION ED IN
WRITTEN
6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR
9. BACKFlLL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED.
IT Is FORBIDDEN WITHOUTTTHE HE
PERMIMION OF THE OWNER.
SHALL NOT STARE WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO
CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS, BOULDERS. OR OTHER DELETERIOUS MATERIAL
L
PROCEED.
10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL
7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE
INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF
SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED
11 SI SI
THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL PROPOSE AN ALTERNATIVE
THESE DRAWINGS.
SITE WORK NOTES 12
INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER.
B. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION, INCLUDING UTILITY
1, MATERIAL
CONNECTION FEES. ETC., REQUIRED BY THE AUTHORMES HAVING JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER
-,.,:""'),., -, .3 -�..-. n,
PRIOR TO FINAL ACCEPTANCE OF THE WORK.
A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDIILON OF THE AISC "STEEL CONSTRUCTION MANUAL".
ENGINEERING GROUP
9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION.
B. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND
SHIO W(ESIDE DM SURE 525
10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, CURBS. GALVANIZED
ASTM A153 STANDARDS.
MNAMAR. R M027
(954) 744-1538
SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE CONSTRUCTION
C. ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A36 AND "HOT DIPPED' GALVANIZED IN ACCORDANCE WITH
CERMCAM OF AUMORRARON 31948
WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL
ASTM A123 AND ASTM A153 STANDARDS.
WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER.
D. ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi), AND "HOT DIPPED* GALVANIZED IN ACCORDANCE WITH ASTM A123
11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE GENERAL AREA CLEAN AND
AND ASTM A753 STANDARDS.
HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON
a -
COMPLETION. LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE
E ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=421 l). AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH
A123 AND ASTM A153 STANDARDS.
^i
12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITHTHE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS
��
EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS
F. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B. AND -HOT DIPPED' GALVANIZED IN ACCORDANCE WITH AST
`M .�•
M�N
TAKE PRECEDENCE
A123 AND ASTM A153 STANDARDS.
13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS AND
B601 W SUNRISE BODUWARD
ORDINANCES. THE CONTRACTOR SHALL. GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL
2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEI_ CONSTRUCTION MANUAL
R AWN' R. =n
ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL
SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL AS
1•ELJ•1f
LOCAL AND STATE CODES, ORDINANCES AND APPUCABLE REGULATIONS.
3. WELDING:
Z
14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND ATTENTION. HE SHALL BE
A ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1. LATEST REVISION.
ENS •
SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEQUENCES AND PROCEDURES AND FOR
8. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.
��• '�
COORDINATING ALL PORTIONS OF THE WORK. INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE
OWNER'S AUTHORIZED REPRESENTATIVE.
C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING.
O 85 1
• ••
*
15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT
4. ALL BOLTS SHALL BE GALVANIZED N."DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT" CONDITION
•
DRAWINGS. SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL
AS DEFINED BY RISC. SECURE NUT WITH LOCKING WASHER.
SYSTEMS SHALL BE COMPLETELY ASSEMBLED. TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE
A E F :��/-
OWNER'S ACCEPTANCE.
5. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE
� �•• �,
8. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO T
<
'�j ��'••C?``�`
THERE WILL NOS CONFLICTWITH WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER E
S ,R
ij�'S/
THE REINFORCEMENT
; 0%
MBE
MANUF7.
DATE OF SIGNATURE 7/24/19
THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE C
'
MANUAL OF STEEL CONSTRUCTION.
B. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN he INCH TOLERANCE STRUCTURAL STEEL SHALL
NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER.
INDRIO
9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION.
10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE
CSNTRACTOR'S OPTIOW, FLEWS SPErCES MAY BE -USES FOR ERECTLOPI PURPOSES.-TF-FIELb SPLCESZRE-OSE -THE SHOP -DRAWINGS
6189-N-US-HIGHWAY 1 - -
- FORT PIERCE FL 34946
SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES.
SHEET NAME
11. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS.
GENERAL
12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES. AND
NOTES
DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER. HOLE. AND OTHER PERTINENT DATA INDICATE WELDS BY STANDARD AWS
A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES. AND DIRECTIONS FOR
SHEET NUMBER
INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS.
T2
GENERAL NOTES
1
STEEL NOTES
3
EXISNN
CABL
EXIS1
CPS (T
EXISI
CABI
EXISTI
GUYI
EXISTING
UTILITY
EXISTING
EQUIPMEN
CT
EXISTING CABI
(BY OTHEI
F
G
EXISTING T-MOBILE
GENERATOR
SPRINT EQUIPMENT
(TYP. OF 2)
SPRINT
i-FRAME
REV
DATE
DFSCRIPRON
A
3/21/19
PRELIMINARY
B
4/3/19
REVISED
0
7/24/19
FOR PERMIT
APX PROJECT NOS
19-0215.05
DRAWN BY:
A. WARREN
CHECK m BY:
M. ABBEY
THIS DRAWING IS COPYRIGHTED AND IS
THE SOLE PROPERTY OF THE OWNER. B
IS PRODUCED SOLELY FOR USE BY THE
OWNER AND ITS AFFILIATES.
-OLE REPRODUCTION OR USE OF THIS DRAWING
AND/OR THE INFORMATION CONTAINED W
N IS FORBIDDEN WITHOUT THE WRRTEN
PERMISSION OF THE OWNER.
A
c3p
mg
ENGINEERING GROUP
3400 WtESIDE DRNE, SUITE 525
HIRNMR, R 33027
(954) 744-153B
CE FIC 7 OF AURIORQAMON 3194E
(.COMPOUND PLAN ® 111
40 f4
at&t
8601 W SUNRISE BOULLYARD
PWNTATON, R 31322
o 85 9
AYL+11
DALE OF SIGNATURE 7/24/19
INDRIO
COMPOUND
PLAN
SHEET NUMBER
C1
TOP OF TOWER h
y FI
EL48p'}
CT
1T p
�y
EXISTING AT&T
RRUS-32 (TYP. OF 3)
® 1�
EXISTING AT&T DC6
SURGE SUPPRESSOR
(TYP. OF 3)
EXISTING AT&T ANTENNA
(TYP. OF 9)
EXISTING VERIZON WIRELESS ANTENNAS h
$
A
EL 23A:
r
.
ELEV.
\
208't
EXISTING AT&T
RRUS 141 95/812
EXISTING T-MOBILE ANTENNAS
RAD CENTER OF EXISTING AT&T ANTENNAS
�
SfC7p
ENSTING AT&T RRUS-32 B2
'
EL 208'f
TO B
o
OFVm
EXISTING AT&T
O
OP ,yd
ANTENNA MOUNT
(TYP. OF 3)
EXISTING SPRINT ANTENNAS
EL. 175't
EXISTING 480'f
GUYED TOWER
!lOIE:
REFER TO CURRENT RFDS FOR EQUIPMENT MODELS.
EXISTING ANTENNA PLAN
R®
2
EXISTING YAGI
ANTENNA (TYP.)
An
El
U
O
u1y
EXISTING AT&T
RRUS-32 (TYP. OF 3)
0
�
EXISTING AT&T DC6
SURGE SUPPRESSOR
(TYP. OF 3)
EXISTING AT&T ANTENNA
(TYP. OF 9) (SEE NOTE)
ELEV.
208't
EXISTING AT&T
RRUS-4449 85/812
(TYP. OF 3)
°
I
� A2 CTOR B
1 PROPOSED AT&T
O I
C3 RRUS-8843 B2/886A
O
(TIP. OF 3)
NOTES.
EXISTING AT&T
ANTENNA MOUNT
1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ADVISE MASTEC
OQ.
(TYP.-OF-3)--
CONSTRUCTION MANAGER OF THE ESTIMATED SITE DOWN TIME.
g4.GS4
2. THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION
ANDHEIGHT OF THE PROPOSED ANTENNAS ON THE EXISTING
TOWER.CONSTRUCTION SHALL NOT PROCEED UNTIL A STRUCTURAL
ANALYSISREPORT HAS BEEN COMPLETED BY A PROFESSIONAL
GRADE
NOTES
ENGINEERREGISTERED IN THIS STATE, CONCLUDING THAT THE
EXISTINGTOWER IS STRUCTURALLY ADEQUATE TO RESIST THE EXISTING
�Jz
1. REFER TO CURRENT RFDS FOR EQUIPMENT
MODELS.
AND PROPOSED LOADS.
2. MINIMUN TIP TO TIP SPACING FOR ANTENNAS SHALL BE 3' FEET.
ELEVATION
D®
1
PROPOSED ANTENNA PLAN
R®
3
REV
DATE
DESCRIPTION
A
3/21/19
PRELIMINARY
B
4/3/19
REVISED
O
7/24/19
FOR PERMIT
AP% PRGIECf NO.:
19-0215.05
DRAWN BY:
A WARREN
CHECKED BY:
M. ABBEY
THIS DRAWNG 5 COPYRIGHTED AND 15
THE SOLE PROPERTY OF THE OWNER. IT
IS PRODUCED SOLELY FOR USE IN THE
OWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF THIS DRAWING
AND/OR THE INFORMATION CONTAINED IN
IT IS FORBIDDEN WITHOUT THE WRITTEN
PERMLSSION OF THE OWNER.
16
cl
ENGINEERING GROUT
3400 IAKESIDE OWL SUITE 525
NIRAMM1,4. R 33027
(954) 7N-1538
CETRRCATE OF AUTHORDATDN 31948
10;-IR w�
at&t
Exam
8601 W SUNRISE BOUIEVARO
PRANTATON. R 33322
�G 2
• �\ ...N SCE. ♦�
o S
AT F
Mri tf+ti
DATE OF SIGNATURE 7/24/19
INDRIO
8189-N-US-HIGHWAY-1
FORT PIERCE FL 34946
SHEET NAME
ELEVATION AND
ANTENNA PLANS
C2
PROPOSED AT&T APPROVED
MOUNTING BRACKET
(TYP. OF 2 PER RRU)
•rl
`o
•
N
�'n�
L
REV
DATE
DESCRIPTION
A
3/21/19
PRELIMINARY
B
4/3/19
REVISED
0
7/24/19
FOR PERMIT
AP% PROJECT NO:
19-0215.05
DRAWN SY.
A WARREN
CHECKED BC
M. ABBEY
THIS DRAWING IS COPYRIGHTED AND 6
,.��. THE SOLE PROPERTY OF THE OWNER. IT
.• SIDE VIEW �13.2"—�{ IS PRODUCER SOLELY FOR USE fTHE
a d' I OWNER AND ITS AFFILIATES.
PROPOSED AT&Te _ REPRODUCTION OR USE OF THIS DRAWING
2 ANO/
RRUOR THE INFORMATION CONTAINED IN
�e •) IT S FORBIDDEN WITHOUT THE WRITTEN
PERMISSION OF THE OWNER.
d°y
EXISTING
O {aa paOB �^,Jcat1 L:Y 4l
• PoB�d S9
of9.B •f.0 e'Yoi°d'd'
ANTENNA MOUNTING
C"�""-' I `<°€�' 6✓.•'•'s'r',a
MOUNNNG PIPE C'-' L °?dae.°°dv'•9 a'
BN G�i N E P. R I IN G R 0 U P
NOTES. 3400 NI WEE RI F. E JRE 525
PLAN VIEW FRONT VIEW (954)744-1538
1. UNIT SHALL BE MOUNTED AS PER
cERRRrwTE of wrxoRVARwu 5194e
MANUFACTURER'S RECOMMENDATIONS.
2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A MANUFACTURER: RRUSSON
MODEL MANUFACTURER:
82/B66
WEIGHT: 5.0
"SNUG TIGHT' CONDITION AS DEFINED BY AJSC. 75.0 LLBS
RRU MOUNTING DETAIL Nrs Fl RRU SPECS Nrs 2 (NOT USED) 13 JI:
at&t
9501 W SUNRISE DOU YARD
PI AFON, P. ==
b1!w
`,��� -LE R /q
�.• ��
�Z r
TA E F
s•.,OR1•E�I" �%
AAA e°1rT F+RL ���
DATE OF SIGNATURE: 7/24/19
INDRIO
-- ---- - 6189-N-US-HIGHWAY I- - —
FDRT PIERCE, FL 34946
SHEET NAME
DETAILS
SHEET NUMBER
((NOT USED) 4 (NOT USED) 5 (NOT USED) 6 C5
Col
\ III \\
LEGEND, �\ III 0
A SECTOR GROUND BAR (TYP)
B COLLECTOR GROUND BAR \ I III
C ANTENNA \\ I I I I
0 SINGLE PAIR FIBER & DC POWER \\ I I I I
E 1/2" JUMPER CABLE (TYP)
F MOUNT PIPE
-_-
G DC POWER &FIBER TO RAYCAP UNIT
H REMOTE RADIO UNIT (RRU) (IF APPLICABLE)
I DC6 RAYCAP SURGE SUPPRESSOR (IF APPLICABLE) III
J #2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP.) '�'• A 1., G
NOTES:
1. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. ALL EXOTHERMIC CADWELDS SHALL BE PERFORMED BY CERTIFIED TECHNICIAN.
2. PROVIDE WEATHER PROOFING AND GROUNDING KIT TO BOND DC POWER CABLE SHIELD TO EXTERNAL HATCH PLATE GROUND BAR
3. PROVIDE GROUND CONNECTION FOR DC POWER CABLE SHIELD TO "P' SECTION OF CRGB WITHIN SHELTER.
4. CONTRACTOR SHALL. USE THEFT RESISTANT GROUND WIRES AND BARS WHEN FEASIBLE.
5. CONTRACTOR SHALL MAINTAIN A 12" MINIMUM GROUND WIRE BEND RADII.
6. GROUND LUGS, HEATSHRINK AND CLAMPS DEVICES SHALL COMPLY WITH AT&T GROUNDING AND BONDING PRACTICE TP-76416.
EXISTING GROUND
BAR
#2 AWG SOLID BARE OR
JACKETED TINNED COPPER
(TYP.)
%- SS WASHER
%.k-y.• SS BOLT
)6" SS WASHER
SS LOCK WASHER
7G' SS NUT
NOTES:
1. UTILIZE EXISTING AT&T GROUND BARS AND GROUNDING.
2. ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSITIONS.
3. REFERENCE AT&T BONDING & GROUNDING PRACTICE TP76416.
I TYPICAL GROUND BAR CONNECTION DETAIL NTsI 21
1. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS
SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS
WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE
PROJECT.
2. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS,
ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR
WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO
THE OWNER FOR PERIOD OF WARRANTY.
3. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP
EDGES.
4. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC
SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)
SHALL BE USED FOR EXPOSED INDOOR LOCATIONS.
S. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TTTE FLEX) SHALL BE USED INDOORS AND,
OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. l/
6. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER. DESIGNED TO
SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR
BETTER) INDOORS, OR NEVA 3R (OR BETTER) OUTDOORS.
7. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE
GALVANIZED OR EPDXY -COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED
NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS.
8. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED, OR
NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1
9. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;
AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER)
OUTDOORS.
10. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416.
REV
DATE
DESCRIPTION
A
3/21/19
PRELIMINARY
B
4/3/19
REVISED
0
7/24/19
FOR PERMIT
APX PROJECT NO3
19-0215.05
DRAWN BY:
A WARREN
CHECKED BY:
M. ABBEY
THIS DRAWING IS COPRUGHTED AND IS
THE SOLE PROPERTY OF THE OWNER IT
IS PRODUCED SOLELY FOR USE BY THE
OWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF THIS DRAWING
AND/OR THE INFORMATION CONTAINED IN
R IS FORBIDDEN WITHOUT THE WRRTFN
PERMISSION OF THE OWNER
cip
ENGINEERING GROUP
3400 LAKESIDE OBNL SUITE 525
MIRADM. R 33027
(954) 744-1530
CERIIFlGTE OF AUMORWON 31940
aut
090, W SUNRISE BOULEVARD
PLANTATION. R. 33322
DATE OF SIGNATURE' 7/24/19
INDRIO
DETAILS
ANTENNA GROUNDING SCHEMATIC (TYP.) NTS1 11 GROUNDING NOTES 131 l C4
ANTENNA POSITION # 1
S'F�IGH�
i-HIGHS
£(LOVJ,1�
vSxX�•k �xuX
X
xx
Hatch plate
ANTENNA POSITION # 3
h��x�x�
xxX��xX 6
T Sxx[� Xu
ANTENNA POSITION # 4
�LOW'y�d3HIGHt
HIGf11=
25A
n
25A
n
30A
11
30A
20A
r�LTE ------- DIGITAL
UNIT
REV
DATE
DESCRIPTION
A
3/21/19
PRELIMINARY
B
4/3/19
REMSED
0
7/24/19
FOR PERMIT
APX PROJECT NO.:
19-0215.05
DRAWN BY:
A WARREN
CHECKED BY:
M. ABBEY
THIS DRAWING IS COPYRIGHTED MID IS
THE SOLE PROPERTY OF THE OWNER. IT
IS PRODUCED SOLELY FOR USE 13Y THE
OWNER AND ITS AFFILIATES.
:EPRODUCTION OR USE OF THIS DRAWING
M'D/OR THE INFORMATION CONTAINED IN
IT IS FORBIDDEN WITHOUT THE WRITTEN
PERMISSION OF THE OWNER.
ap
mx
ENGINEERING GROUP
3400 UU(ESIOE DRNE. SUITE 525
MIRAuan, f. 33027
(954) 744-1538
CERPICATE OF MRHOROATON 319Q
- 700/850 RRH
17
- AWS/PCS RRH 4 aw
8601 W SUNRISE BOULEVARD
PUWTATON. GL W3M
Patch Tray PeFSectoF 1 ;FU ,I KEYNOTE LEGEND,
iw r
1. —48V DC POWER PLANT.
1 f ....... I 2. (1) RACK MOUNTED RAYCAP OC SURGE PROTECTOR (DC6-48-60-TINT).
t : I 3. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC6-48-60-18).
- �, W'F i ... easeeana uN - '" 4. #8 AWG CONDUCTORS.
NOTES,hrBase Bantl Uei[ 1 'y+E`1Base Bantl UNt 2 _I R "TOu, a TA —
"'r"0115 'vSG Nft� B50 MHZFt f
1. CONTRACTOR SHALL USE ERICSSON PROVIDED DC �'^ a*E� * _k _�L ;,. v--" ;P'w_rerwant' I au a '•,!I 5. PROVIDE (2) 6—CONDUCTOR #8 AWG BUNDLES FOR DC POWER FROM
POWER CABLE CONNECTOR.RACK MOUNTED RAYCAP SURGE PROTECTION UNIT TO THE RAYCAP
}"� rOMTS 3206;Cab 1 FIBER AND DISTRIBUTION UNIT ON TOWER.
2. CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX --J
AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. 6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS.
RISER DIAGRAM (TYP. PER SECTOR) 1 DC RISER DIAGRAM 2
DATE OF SIGNATUREy }` 7/24/19
DC ELECTRICAL
DETAILS
SHEET NUMBER
E1 -
DC / FIBER DEMARCATION BOX
RAYCAP DC FIBER DEMARCATION BOX
CABLES
MOUNTING HEIGHT
MODEL
QUANTITY
MODEL
I S1ZE I
QUANTITY
JEENGTH PER LINE
t208'
DC6-48-60-18-BF
3
ROSENBERGER (18) PAIR FIBER TRUNK-
3/8"
3
(E)
(6) 0 AWG CONDUCTOR SHIELDED DC CABLE
3/4"
6
1 (E)
ANTENNA AND COAX SCHEDULE
ANTENNA
CABLES
RRU
TMA
DIPLEXER
FILTER
SECTOR
AZIMUTH
RAD
ANTENNA
MAKE
ANTENNA MODEL
ANTENNA
CABLE MODEL
SIZE
# OF
CABLE LENGTH
COLOR
MODEL
QTY.
MODEL
QTY.
MODELIWER
OUANTITY
GROUNDCENTER
QUANTITY
MODEL
QN.
ALPHA (Al)
345'
208'
OMMSCOPE
SBNHH-1D859
1
ROSENBERGER FIBER JUMPER DC6 TO RRU
3 8"
1
15'
1 RED
RRUS-32
1
ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU
7/16"
1
15'
1 2" COAX JUMPER RRU TO ANTENNA
1 2"
6
.10'
ALPHA (A2)
_
_
_
_
_
2 RED
-
_
ALPHA (A3)
345'
208'
OMMSCOPE
SBNHH-1DBSB
1
ROSENBERGER FIBER JUMPER DC6 TO RRU)
3 B"
4
15'
3 RED
RRUS-4449 B5/B12
1
ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU
7 16"
4
15'
RRUS-BM B2 66-
1 2" COAX JUMPER RRU TO ANTENNA
1 2"
6
10'
ALPHA (A4)
345'
208'
OMMSCOPE
SBNHH-1D858
1
ROSENBERGER FIBER JUMPER DC6 TO RRU)
3 8"
-
15'
4 RED
ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU
7/i6"
-
15'
-
-
-
-
-
-
-
-
-
i 2" COAX JUMPER RRU TO ANTENNA
1 2"
6
10'
_
COAX CABLES
1-5 8"
2
E)
BETA (B1)
105'
208'
OMMSCOPE
SBNHH-1D85B
1
ROSENBERGER FIBER JUMPER DC6 TO RRU
3 8"
1
IS,
1 BLUE
RRUS-32
1
-
-
-
-
-
-
-
ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU
7 16"
1
15,
-
-
-
-
-
1 2" COAX JUMPER RRU TO ANTENNA
1 2"
6
10'
BETA (B2)
-
._. .__ri'.-!
-
-
2 BLUE
_
_
BETA (B3)
105'
208'
OMMSCOPE
SBNHH-iD85B
1
ROSENBERGER FIBER JUMPER DC6 TO RRU
3 8"
4
15'
3 BLUE
RRUS-4449
B5 B12
1
ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU
7 16"
4
15'
RRUS-BM
B B66
1
-
-
-
-
-
-
-
1 2" COAX JUMPER RRU TO ANTENNA
1 2"
6
10'
BETA (B4)
105'
_-
208 -
OMMSCOPE
_
SBNHH-1D85B
1
ROSENBERGER FIBER JUMPER DC6 TO RRU
3 8"
-
15'
4 BLUE
ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU
7 16"
-
15,
-
-
-
-
-
-
-
-
1 2" COAX JUMPER RRU TO ANTENNA
1 2"
6
10'
-
-
-
-
-
-
-
-
COAX CABLES
1-5 8"
2
E)
-
-
-
-
-
-
-
GAMMA (G1)
230'
208'
.
OMMSCOPE
SBNHH-1DBSB
1
ROSENBERGER FIBER JUMPER- DC6 TO RRU
3 8"
1
15'
1 GREEN
RRUS-32
1
-
-
-
-
-
-
-
ROSENBERGER SINGLE PAIRDCCABLES DC6 TO RRU
7 16"
1
15'
-
-
-
-
-
-
-
-
-
1 2" COAX JUMPER RRU TO ANTENNA
1 2"
6
10'
GAMMA (G2)
-
-
-
-
-
2 GREEN
-
-
-
-
-
-
-
-
-
-
-
-
-
GAMMA (G3)
230'
208'
MMSCOPE
SBNHH-1D85B
1
ROSENBERGER FIBER JUMPER DC6 TO RRU
3 8"
4
15,
3 GREEN
RRUS-4449 85 B12
1
-
-
-
-
-
-
-
ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU
7 16"
4
15'
RRUS-8843 B2 B66
1
-
-
-
-
- -
-
-
1 2" COAX JUMPER RRU TO ANTENNA
1 2"
6
10'
GAMMA (G4)
230'
208'
OMMSCOPE
SBNHH-iD85B
1
ROSENBERGER FIBER JUMPER DC6 TO RRU
3 8"
-
15,
4 GREEN
-
ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU
7 16"
-
15,
-
-
-
-
-
-
-
-
-
1 2" COAX JUMPER RRU TO ANTENNA
1 2"
6
10'
COAX CABLES
1-5 8"
2
E
DELTA (D1)
DELTA (D2)
DELTA (D3)
-
DELTA-(D4)-
TOTAL EXISTING 9
TOTAL REMOVED 0
TOTAL REPLACED 0
OVERALL TOTAL 9
TOTAL
6
(E)
TOTAL
9
TOTAL
0
TOTAL
0
0
-
0
POWER
15
225'
LEGEND
(E) = EXISTING
FIBER
15
225'
JUMPER
54
540'
5/ET•
CABLES
3
(E)
ANTENNA AND COAX SCHEDULE lij
REV
DATE
DESCRIPTION
A
3/21/19
PREDLUNARY
B
4/3/19
REMSED
0
7/24/19
FOR PERMIT
APX PROIECF NO.:
19-0215.05
DRAWN BY:
A. WARREN
CHECKED BY:
M. ABBEY
THIS DRAWING 6 COPYRIGHTED AND IS
THE SOLE PROPERTY OF THE OWNER. IT
IS PRODUCED SOLELY FOR USE BY THE
OWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF THIS DRAWING
AND/OR THE INFORMATION CONTAINED IN
R IS FORBIDDEN WITHOUT THE WRITTEN
PERMISSION OF THE OWNER
c3p
ux
ENGINEERING GROUP
3900 1A(610E DRIVE. SME 535
MIRAW4, FL 33027
(954) 744-1538
CERTIFICATE OF AMORILITWN 3t948
el
at&t
8601 W SUNRISE BOIIIEVARD
PL ATON, R 33322
�i't5R'T��
R 0/qlAlt
�
0 9
AT
DATE OF SIGNATURE 7/24/19
INDRIO
6189-N-US-HIGHWAY 1-
FORT PIERCE R 349"
SHEET NAME
ANTENNA
SCHEDULE
SHEET NUMBER
AN-1
.roeJrT
51019
Perm,"?;�
ST.LUCIE COUNTY
PLAN REVIEW
BLDG:
DATE:
ELE
DATE: /3— `-
- ---- — - — `-- -- ---- -- ---- — PLUMB:
DATE
DATE
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