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A2PO04513
MICROWAVE
SERVICE COMPANY
6189 N US-1
FORT PIERCE, FL 34951
EXCALIBUR
INSTALLATION
LOCAL MAP
PROPERTY SUMMARY PROJECT DESCRIPTION
INDEX OF DRAWINGS
J u
FOLIO 1. THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED FOR
HUMAN OCCUPANCY.
1406-413-0003-000-8
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NO.
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NO.
T1
TITLE SHEET
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2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND
PROPERTY OWNER WILL NOT PRODUCE ANY SEWAGE.
T2
GENERAL NOTES
0
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MARY JANE SPAIN (TR) 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS
PO BOX 1149 AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY
HOBE SOUND, FL 33475 NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
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COMPOUND PLAN
p
C2
EQUIPMENT PLANS
p
LATITUDEPROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
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0
4. THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING
27,546333' N WIRELESS INSTALLATION:
0
AlIanlR. Hardzcapes
LONGITUDE REMOVAL OF (2) EXISTING EQUIPMENT CABINETS
REMOVAL OF (9) EXISTING ANTENNAS
80.368583' W REMOVAL OF (9) EXISTING RRUS
rE2UTILITY
0
AL AND GROUNDING NOTES
0
OUTING PLAN
0
7
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ZONING JURISDICTION REMOVAL OF (1) EXISTING COVPS
REMOVALOF (3) EXISTING ANTENNA MOUNTS
ST LUCIE COUNTY INSTALLATION OF (2) PROPOSED EQUIPMENT CABINETS
INSTALLATION OF (2) PROPOSED HYBRID CABLES
E3
UTILITY ROUTING PLAN
p
E4
ELECTRICAL DETAILS
p
INSTALLATION OF (6) PROPOSED ANTENNAS
INSTALLATION OF (9) PROPOSED RRUS
E5
GROUNDING DETAILS
0
INSTALLATION OF (3) PROPOSED ANTENNA MOUNTS
INSTALLATION OF (1) PROPOSED SERVICE LIGHT
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I VICINITY MAP I CODE COMPLIANCE
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m
r ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN
= ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES
`4 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, 7th EDITION (2020).
2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-17, NATIONAL
ELECTRICAL CODE, 2017 EDITION.
3. ASCE 7-16.
4. TIA-222-H WITH APPLICABLE STANDARDS.
5. LIFE SAFETY CODE NFPA-101-2018.
6. FLORIDA FIRE PREVENTION CODE, 7th EDITION (2020).
7. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 360-16 AND
341-16.
8. UNDERWRITERS LABORATORIES (U.L.) APPROVED ELECTRICAL
PRODUCTS.
9. LOCAL JURISDICTIONAL REQUIREMENTS.
10. CITY/COUNTY ORDINANCES.
DESIGN CRITERIA
BASIC WIND SPEED: 160 MPH (ULTIMATE, 3-SECOND GUST) 202
EXPOSURE: C
RISK CATEGORY: II
OPEN STRUCTURE 1
CALL 48 HOURS
BEFORE YOU DIG
IT'S THE LAW !
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
REV DATE
DESCRIPTION
A 4/6/21
PRELIMINARY
B
4/9/21
REVISED
C
4/16/21
REVISED
0
5/7/21
FOR PERMIT
APX PROJECT NO.:
21-D270.13
DRAWN BY:
R. GARCIA
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 WITHOUT THE WRITTEN
PERM SSION OF THE OWNER.
ax
ENGINEERING
14471 MIRAMAR PARKWAY, SURE 202
MIRAMAR. FL 33027
(954) 744-1538
CERTIFICATE OF AUTHORIZATION 31948
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A2P0045B
MICROWAVE
SERVICE COMPANY
6189 N US-1
FORT PIERCE, FL 34951
SHEL-1 NAME
TITLE SHEET
T1
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
OWNER - T-MOBILE USA
EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES.
ENGINEER - APX ENGINEERING GROUP, LLC.
2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES.
CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION)
3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT
2. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL EXISTING CONDITIONS, (2)
ALL TIMES. WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE
CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES.
CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS
SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER.
4. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES.
5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL
4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE
BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF
CONSTRUCTION START DATE.
THE WORK, SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES.
5. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL TO
6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED.
COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. LABOR AND MATERIALS
7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL
SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A
BE GRADED TO A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND
COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS.
TOWER AREAS AND THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING
6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR
CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL.
SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO
8. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.
PROCEED.
7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED
9' BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED.
BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE
CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL.
SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE
10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL.
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
11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN
CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER
THESE DRAWINGS.
PRIOR TO FINAL ACCEPTANCE OF THE WORK.
SITE WORK NOTES
13
9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION.
10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, CURBS, GALVANIZED1.
SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE CONSTRUCTION WORK.
ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC "STEEL CONSTRUCTION MANUAL".
ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK
2. MATERIAL:
TO THE SATISFACTION OF THE CONSTRUCTION MANAGER.
A. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND
11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE GENERAL AREA CLEAN 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
B. ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A36 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM
COMPLETION, LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE.
A123 AND ASTM A153 STANDARDS, UNLESS NOTED OTHERWISE.
C. ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi), gANDP "HOT. DIPPED" GALVANIZED,,IN #ICCORDANCE WITH ASTM A123
12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS EXCEPT
AND ASTM A153 STANDARDS.
WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE
D. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE-B (Fy=4'2ksrr�AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH
PRECEDENCE.
ASTM A123 AND ASTM A153 STANDARDS, UNLESS NOTED OTHE WISE„
E. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM CT
13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND
A53 GRADE B. AND DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM
A123 AND ASTM A153 STANDARDS.
ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL
ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS
2 DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL.
SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL AS LOCAL AND
3. WELDING:
STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS.
A. ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1, LATEST REVISION.
14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND ATTENTION. HE SHALL BE
B. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.
SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR
C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING.
COORDINATING ALL PORTIONS OF THE WORK, INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE
4. ALL BOLTS SHALL BE GALVANIZED '/." DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT' CONDITION AS
OWNER'S AUTHORIZED REPRESENTATIVE.
DEFINED BY AISC. SECURE NUT WITH LOCKING WASHER.
15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT
DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL
5. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36, UNLESS NOTED OTHERWISE.
SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE
OWNER'S ACCEPTANCE.
5. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT
THERE WILL NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE
MANUFACTURER'S INSTRUCTION.
SITE WORK NOTES 1
7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC
MANUAL OF STEEL CONSTRUCTION.
AS OUTLINED BELOW, THE CONTRACTOR SHALL INSPECT THE T-MOBILE EQUIPMENT AREA AND ACCESS PATHS TO THE EQUIPMENT FOR OSHA
VIOLATIONS. VIOLATIONS SHALL BE CORRECTED. DISCREPANCIES OR QUESTIONS REGARDING THE OSHA SCOPE OF WORK SHALL BE DIRECTED TO
8. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL
THE T-MOBILE FM.
NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER.
1. RF RADIATION SIGNS SHALL BE INSTALLED AT ROOFTOP DOORS AND EACH SECTOR.
9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT WATER INTRUSION.
2. HOLES IN A PLATFORM WALKING SURFACES SHALL BE COVERED AND SECURED WITH CARRIAGE BOLTS.
10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE
3. INSTALL A NON -SLIP PATH LEADING TO THE T-MOBILE LEASE AREA.
CONTRACTOR'S OPTION, FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS
4. HANDRAILS SHALL BE INSTALLED WITHIN 15' OF WORKING/WALKING SURFACES WHEN THE PARAPET OR THE EXPOSED WALKING EDGES
SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES.
RAILINGS IS LESS THAN 42" ABOVE WALKING EDGE.
11. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS_
5. TRIP HAZARDS NEAR WORKING/WALKING SURFACES SHALL BE MARKED WITH HIGH VISIBILITY PAINT OR TAPE.
6. INSTALL A CROSSOVER STAIR WHEN OBSTRUCTIONS PREVENT A DIRECT WALKING PATH TO THE T-MOBILE LEASE AREA.
12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND
DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS
7. PLATFORM LADDERS SHALL HAVE A CHAIN AT THE TOP WHICH CAN BE SECURED TO PREVENT ACCIDENTAL FALLS.
A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF WELD_ PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR
8. OVERHEAD OBSTRUCTIONS NEAR WORKING AND WALKING SURFACES THAT REQUIRE A PERSON TO DUCK SHALL BE COVERED WITH HIGH
INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS.
VISIBILITY PAINT OR TAPE.
9. LIGHTS NEAR THE ROOFTOP DOOR AND OR LEASE AREA SHALL BE VERIFIED AND MADE FUNCTIONAL FOR AFTER-HOURS WORK.
10. THERE SHOULD BE NO SCREW THAT CAUSE A PENETRATION INTO ANY CABINETS THAT ARE NOT FACTORY PROVIDED.
T-MOBILE STANDARD SAFETY COMPLIANCE NOTES
L21
STRUCTURAL STEEL NOTES
4
REV
DATE
DESCRIPTION
A
4/6/21
PRELIMINARY
8
4/9/21
REVISED
C
4/16/21
REVISED
0
5/7/21
FOR PERMIT
APX PROJECT NO.:
21-0270.13
DRAWN BY:
R. GARCIA
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 WITHOUT THE WRITTEN
PERMISSION OF THE OWNER.
a P=K
ENGIN EERING GROUP
14471 MIRAMAR PARKWAY, SUITE 202
MIRAMAR, FL 33027
(954) 744-153B
CERTIFICATE OF AUTHORIZATION 31948
T r . Mobilej-
THIS DOCUMENT HAS BEEN
ELECTRONICALLY SIGNED AND SEALED
BY ELIEZER DIAZ, PE (#85219) ON
MAY 7th, 2021 USING A DIGITAL
SIGNATURE IN ACCORDANCE WITH
F.A.C. 611015-23.004, WITH A DIGITAL
CERTIFICATE ISSUED BY ENTRUST, INC.
PLEASE REFERENCE THE COVER PAGE
TO VIEW THE SIGNATURE AND VERIFY
ITS PROPERTIES. PRINTED COPIES
OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES
A2P0045B
MICROWAVE
SERVICE COMPANY
6189 N US-1
FORT PIERCE, FL 34951
SHEET NAME
GENERAL NOTES
SHEET NUMBER
T2
REV
DATE
DESCRIPTION
A
4/6/21
PRELIMINARY
B
4/9/21
REVISED
C
4/16/21
REVISED
0
5/7/21
FOR PERMIT
I
APX PROJECT NO.:
21-0270.13
DRAWN BY:
R. GARCIA
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
R IS FORBIDDEN WITHOUT THE WRITTEN
PERMISSION OF THE OWNER.
A
apA
E N G I N E E R I N G G R O U P
14471 MIRAMAR PARKWAY, SUITE 202
MIRAMAR, FL 33027
(954) 744-1538
CERTIFICATE OF AUTHORIZATION 31948
T - .Mobile
THIS DOCUMENT HAS BEEN
ELECTRONICALLY SIGNED AND SEALED
BY ELIEZER DIAZ, PE (#85219) ON
MAY 7th, 2021 USING A DIGITAL
SIGNATURE IN ACCORDANCE WITH
F.A.C. 61G15-23.004, WITH A DIGITAL
CERTIFICATE ISSUED BY ENTRUST, INC.
PLEASE REFERENCE THE COVER PAGE
TO VIEW THE SIGNATURE AND VERIFY
ITS PROPERTIES. PRINTED COPIES
OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES
A2P0045B
MICROWAVE
SERVICE COMPANY
6189 N US-1
FORT PIERCE, FL 34951
SHEET NAME
COMPOUND PLAN
SHEET NUMBER
C1
-- I
rx—X—x-7[�X—X—X—X—x—X—X --
EXISTING CHAIN LINK Ix
FENCE I
x X 1 I
EXISTING 480't GUYED
TOWER
EXISTING T-MOBILE--
CABLE BRIDGE
EXISTING T-MOBILE 6:1 x
DIPLEXERTO�
EXISTING T—MOBILE—
RRU TO BE REMOVED r —
MP. OF 3) X
— —I
IXEiT1NG T—MOBILE COUP
TO BE REMOVED
EXISTING T—WDSILE
FCOA CABINET TO BE
REMOVED
EXISTING T-MOBILE SII'E�a
SUPPORT CABINET TO x
BE REMOVED I -
EXISTING CABLE BRIDGE
(TYP.)
x •,
Fr EXISTING
x BUILDING
x - x - x - x - x - x
EXISTING
BUILDING
I EXISTING EQUIPMENT PLAN
r x — x— x_x —
x— x— x— x— x— X = R— x — r— v
EXISTING CHAIN LINK x
EXISTING T-MOBILE FENCE PROPOSI T-LSE DISCONNECT
DISCONNECT TO BE
REMOVED "
EXISTING 480't
GUYED TOWER i
EXISTING T-MOBILE
METER TO BE
rf
REMOVED
EXISTING T-MOBILE
EXISTING T-MOBILE
CABLE BRIDGE
x
FIBER CABINET
PROPOSED T MOBNE
EXISTING T-MOBILE
HYBRID CABLE TO
x
UTILITY H-FRAME
FOLLOW EXISTING
CABLE ROUTE vyP.
OF 2PRO .
EXISTING T-MOBILE
LENGTH 215'1/65M:t)
TELCO CABINET
EXISTING T-MOBILE
x
1OOA PPC TO BE
REMOVED
x
-4'
t.
C m
x - -
EXISTING CABLE--r--
BRIDGE (TYP.)
x- x- x- x- x- x
x
EXISTING
x BUILDING
I
❑ s'
,�st� 1 I PROPOSED EQUIPMENT PLAN
PROPOSED 200A
T-MOBILE METER
EXISTING T-MOBILE
FIBER CABINET
EXISTING T-MOBILE
UTILITY H-FRAME
EXISTING T-MOBILE
TELCO CABINET
PROPOSED
T—MOBILE Cs
SERVICE LIGHT
PROPOSED T-MOBILE
20GA PPC
PROPOSED T- MOB ILE
BATTERY CABINET 1
(E=SSON B180 CB
PROPOSED T-MOBILE
SITE SUPPORT CABINET
(ERICSSON 6160)e
C6
EXISTING
BUILDING
�r
REV
DATE
DESCRIPTION
A
4/6/21
PRELIMINARY
REVISED
B
4/9/21
C
4/16/21
REVISED
0
5/7/21
FOR PERMIT
APX PROJECT NO.:
21-0270.13
DRAWN BY:
R. GARCIA
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 WITHOUT THE WRITTEN
PERMISSION OF THE OWNER.
A
a
ENGINEERING
14471 MIRAMAR PARKWAY, SURE 202
MIRAMAR, FL 33027
(954) 744-1538
CERTIFICATE OF AUTHORIZATION 31948
—Mobile Mobile •° I
THIS DOCUMENT HAS BEEN
ELECTRONICALLY SIGNED AND SEALED
BY EUEZER DIAZ, PE (#85219) ON
MAY 7th, 2021 USING A DIGITAL
SIGNATURE IN ACCORDANCE WITH
FAC. 61G15-23.004, WITH A DIGITAL
CERTIFICATE ISSUED BY ENTRUST, INC.
PLEASE REFERENCE THE COVER PAGE
TO VIEW THE SIGNATURE AND VERIFY
ITS PROPERTIES. PRINTED COPIES
OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES
A2P0045B
MICROWAVE
SERVICE COMPANY
6189 N US-1
FORT PIERCE, FL 34951
EQUIPMENT PLANS
SHEET NUMBER
C2
PROPOSED T—MOBILE
BATTERY CABINET
(ERICSSON B180) -PROPOSED T—MOBILE AREA
UGHT(UGHT—UP
/LG—ALV2-15OW-27V-40K)
PROPOSED LIGHT MIST
'- STD. PIPE BY
PROPOSED T—MOBILE 6'—O' LONG)
SFE SUPPORT CABINET
(ERI(SSON 8160)
—PROPOSED U%fr MAST
f (STTEPRO1 JACP10K)
10'-0. I OYP. OF 2)
(TO GRADE) o Z
�I EXISTING POST
PROPOSED i1'/ —
HILTI KWIK BOLT 3
EXISTING T—MOBILE
CONCRETE EQUIPMENT
PAD
e
SSC/BATTERY CABINET CONNECTION DETAIL NTS 1 WORK LIGHT DETAIL NTS 2 (NOT USED) 3
(NOT USED) 4 (NOT USED) 15 (NOT USED) 6
REV DATE
DESCRIPTION
A 4/6/21
PRELIMINARY
B
4/9/21
REVISED
C
4/16/21
REVISED
0
5/7/21
FOR PERMIT
I
APX PROJECT NO.:
21-0 770.13
DRAWN BY:
R. GARCIA
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 WITHOUT THE WRITTEN
PERMISSION OF THE OWNER.
apx
_�
E N G I N E E R I N G G R 0 U P
14471 MIRAMAR PARKWAY, SURE 202
MIRAMAR, FL 33027
(954) 744-1538
CERTIFICATE OF AUTHORIZATION 31948
F ° -Mobile Mobile _.
THIS DOCUMENT HAS BEEN
ELECTRONICALLY SIGNED AND SEALED
BY EU EZER DIAZ, PE (#85219) ON
MAY 7th, 2021 USING A DIGITAL
SIGNATURE IN ACCORDANCE WITH
F.A-C. 61G15-23.004, WITH A DIGITAL
CERTIFICATE ISSUED BY ENTRUST, INC.
PLEASE REFERENCE THE COVER PAGE
TO VIEW THE SIGNATURE AND VERIFY
ITS PROPERTIES. PRINTED COPIES
OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES
A2P0045B
MICROWAVE
SERVICE COMPANY
6189 N US-1
FORT PIERCE, FL 34951
SHEET NAME
DETAILS
SHEET NUMBER
C6
A - GENERAL
Al. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (EDITION ADOPTED BY LOCAL JURISDICTION) AND APPLICABLE LOCAL
CODES.
A2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE.
A3. ALL ELECTRICAL EQUIPMENT AND ACCESSORIES SHALL BE U.L. APPROVED OR LISTED.
A4. ALL POWER WIRING SHALL BE STRANDED COPPER, TYPE THHN/IHHW AND 90 DEGREES C RATED.
A5. ALL POWER WIRING SHALL BE INSTALLED IN GALVANIZED RIGID STEEL CONDUIT, PVC, OR FLEXIBLE LIQUIDTIGHT CONDUIT, AS INDICATED.
A5. CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY PERMIT FEES, AND SCHEDULE INSPECTIONS.
A7. CONTRACTOR SHALL APPLY FOR ELECTRICAL SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS, SERVICE ROUTING, AND METER
SOCKET TYPE WITH LOCAL POWER COMPANY.
A8. CONTRACTOR SHALL APPLY FOR TELEPHONE SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS AND SERVICE ROUTING WITH
TELEPHONE COMPANY.
A9. PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWING, AND ALL ITEMS INCIDENTAL TO COMPLETING AND PRESENTING THIS PROJECT
AS FULLY OPERATIONAL.
A10. WHERE LONG POWER CABLE RUNS PREVAIL, CONTRACTOR SHALL CALCULATE THE VOLTAGE DROP AND SIZE WIRES AND CONDUIT ACCORDINGLY.
A11. WHERE TRANSFORMER IS REQUIRED FOR ELECTRICAL SERVICE, TRANSFORMER SECONDARY SHALL BE GROUNDED PER N.E.C., ARTICLE 250-26.
Al2. ALL ELECTRICAL DEVICES EXPOSED TO WEATHER SHALL BE OF RAINPROOF CONSTRUC
TION AND SHALL REQUIRE WATER TIGHT
Q G CONDUIT HUBS.
A13. 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
A14. 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.
A15. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES.
A16. 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.
A17. UQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR
FLEXIBILITY IS NEEDED.
A18. 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.
A19. 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.
A20. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED, OR NON -CORRODING; SHALL MEET OR EXCEED UL514A
AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.
A21.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.
B - POWER CABLE AND SERVICE
81. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRING TO BTS AND VERIFY EXACT CONDUIT ROUTING. RACEWAY SYSTEM MATERIALS AND DEVICES
FURNISHED SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS OF ANSI, NEMA, AND UL. RACEWAY SYSTEM COMPONENTS SHALL BE
INSTALLED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE N.E.C.
B2. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS THROUGH WALLS, FLOORS AND ROOFS TO PREVENT MOISTURE PENETRATION OR
VERMIN INFESTATION.
83. CONDUCTORS RUNNING ALONG HORIZONTAL SURFACES (ROOF TOP OR SLAB) SHALL BE INSTALLED IN RIGID CONDUIT SUPPORTED ON SLEEPERS.
84. ALL VERTICAL RUNS OF POWER CABLE EXCEEDING 80 FEET IN LENGTH SHALL BE SUPPORTED PER N.E.C. ARTICLE 300 USING KELLEMS GRIPS
OR ACCEPTABLE EQUAL CABLE SUPPORT SYSTEM.
B5. WHERE A SEPARATE ELECTRICAL SERVICE DROP IS ADDED, CONTRACTOR SHALL INSTALL PERMANENT SERVICE DISCONNECT OR GROUPING
THEREOF, DENOTING ALL OTHER SERVICE ENTRANCES, LOCATION OF EACH AND THE AREAS SERVED BY EACH.
86. WHERE ELECTRICAL POWER IS TO BE SUB -FED FROM AN EXISTING DISTRIBUTION SYSTEM, THE FOLLOWING SHALL APPLY:
A) CONTRACTOR SHALL PERFORM LOAD TESTING TO DETERMINE MAXIMUM FEEDER DEMAND PER N.E.C. ARTICLE
220-87.
B) CONTRACTOR SHALL VERIFY WHETHER EXISTING FEEDER CAPACITY EXCEEDS VALUE CALCULATED PER N.E.C. ARTICLE 220-87.
C) EACH BRANCH CIRCUIT PROTECTIVE DEVICE SHALL HAVE SAME INTERRUPTING RATING AS EQUIPMENT SUPPLYING IT.
D) PREFERRED MEANS OF SUPPLY SHALL BE A BRANCH CIRCUIT PROTECTIVE DEVICE LOCATED IN EXISTING PANEL
E) IF A BRANCH CIRCUIT PROTECTIVE DEVICE CANNOT BE OBTAINED OR SPACE IS NOT AVAILABLE, A BRANCH CIRCUIT MAY BE TAPPED FROM
EXISTING FEEDER CONDUCTORS USING AN INSTALLED 2-POLE FUSED DISCONNECT AND METER BASE PER N.E.C. ARTICLE 240-21 WITH TEN
FOOT (10) MAXIMUM TAP CONDUCTORS. FUSED DISCONNECT SHALL BE LISTED SAME OR BETTER INTERRUPTING RATING AS EXISTING SOURCE
OF SUPPLY.
C - IDENTIFICATION
Cl. LOCATE NAMEPLATE, MARKING, OR OTHER IDENTIFICATION MEANS ON OUTSIDE EQUIPMENT OR BOX FRONT COVERS.
C2. PROVIDE NAMEPLATE ENGRAVED WITH EQUIPMENT DESIGNATION FOR EACH SAFETY SWITCH AND ALL OTHER ELECTRICAL CABINETS, ETC.
C3. DURING TRENCH BACK -FILLING FOR EACH UNDERGROUND ELECTRICAL, TELEPHONE, SIGNAL AND COMMUNICATIONS LINE, PROVIDE A CONTINUOUS
UNDERGROUND WARNING TAPE TWELVE INCHES BELOW FINISHED GRADE.
A - GENERAL
Al. INSTALLATION OF GROUNDING SYSTEM SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE AND WITH ALL BUILDING
CODES OF AUTHORITIES HAVING JURISDICTION.
A2. GROUNDING CONDUCTORS SHALL BE #2 AWG TINNED SOLID BARE COPPER BELOW AND ABOVE GRADE, UNLESS OTHERWISE NOTED
AND SHALL BE ROUTED IN A DOWNWARD PATH TOWARDS GROUND BARS_
A3. GROUNDING CONDUCTORS SHALL BE KEPT AS SHORT AND DIRECT AS POSSIBLE WITH MINIMUM BEND RADIUS OF 12 INCHES.
A4. ALL BELOW GRADE CONNECTIONS SHALL BE CADWELD TYPE CONNECTIONS AND ALL CONNECTIONS TO EQUIPMENT AND GROUND
BARS SHALL BE 2-HOLE BRONZE COMPRESSION CONNECTORS UNLESS OTHERWISE NOTED.
A5. GROUNDING CONDUCTORS SHALL BE BONDED TO CABLE SUPPORTS, ANTENNA FRAMES, AND ANY SUPPORT FRAMES OR RACKS
USING EXOTHERMIC WELDS OR MECHANICAL CONNECTIONS.
AS. CONTRACTOR SHALL PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS, STAINLESS STEEL
HARDWARE SHALL BE USED THROUGHOUT.
A7. GROUNDING CONDUCTORS EMBEDDED IN CONCRETE OR PENETRATING WALLS AND FLOORS SHALL BE ENCASED IN PVC CONDUIT. NO
METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS UNLESS REQUIRED BY LOCAL CODES OR OTHERWISE INDICATED
ON DRAWINGS. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS TO PREVENT MOISTURE PENETRATION AND VERMIN
INFESTATION.
A8. CONTRACTOR SHALL VERIFY EXACT CONDUIT ROUTING FOR GROUNDING CONDUCTORS WHERE APPLICABLE.
A9. DOUBLING OR STACKING OF ANY GROUNDING CONNECTIONS IS NOT ACCEPTABLE.
B - PREPARATION
B1. SURFACES: ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL PAINTED SURFACES SHALL BE FIELD INSPECTED TO ENSURE
PROPER CONTACT. ALL GALVANIZED SURFACES ON WHICH GALVANIZING HAS BEEN REMOVED BY CUTTING, DRILLING, OR ANY OTHER
OPERATION SHALL BE RE -GALVANIZED IN ACCORDANCE WITH ASTM A780 USING "ZINC RICH" COATING AS MANUFACTURED BY ZRC
CHEMICAL PRODUCTS COMPANY (LOCATED IN QUINCY, MASSACHUSETTS), OR ACCEPTABLE EQUAL NO WASHERS ARE ALLOWED
BETWEEN ITEMS BEING GROUNDED. ALL CONNECTIONS ARE TO HAVE A NON -OXIDIZING AGENT ("COPPER SHIELD") APPLIED PRIOR
TO INSTALLATION.
82. GROUND BAR: ALL COPPER GROUND OARS SHALL BE CLEANED, POLISHED AND A NON -OXIDIZING AGENT ("COPPER SHIELD")
APPLIED. NO FINGER PRINTS OR DISCOLORED COPPER SHALL BE PERMITTED.
T-MOBILE GROUNDING REQUIREMENTS
T1. COAX CABLE OUTER CONDUCTORS (SHIELDS) SHALL BE GROUNDED USING COAX GROUNDING KITS AT A MINIMUM OF TWO POINTS,
INCLUDING AT ANTENNA AND AT MASTER GROUND BAR. THE COAXIAL CABLE SHALL NOT EXCEED 100 FEET BETWEEN GROUNDING
KITS.
T2. COAX CABLE ENTERING A BUILDING SHALL BE GROUNDED WITH COAX GROUNDING KITS TO AN INSULATED COAX GROUND BAR
WHICH SHALL BE INSTALLED ON THE OUTSIDE FACE OF THE BUILDING, BELOW THE CABLE ENTRY PORTS.
T3. WHEN COAX CABLES ENTER A BUILDING FROM A TOWER, THE COAX GROUND BAR AT THE BUILDING SHALL BE CONNECTED TO THE
EXTERNAL GROUND RING USING #2 AWG BARE TINNED SOLID COPPER ISOLATED IN PVC CONDUIT.
REV
DATE
DESCRIPTION
A
4/6/21
PRELIMINARY
B
4/9/21
REVISED
C
4/16/21
REVISED
0
5/7/21
FOR PERMIT
APX PROJECT NO.: 21-0270.13
DRAWN BY: R. GARCIA
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 WITHOUT THE WRITTEN
PERMISSION OF THE OWNER.
ap
=X
E N G I N E E R I N G G R O U P
14471 MIRAMAR PARKWAY, SURE 202
MIRAMAR, FL 33D27
(954) 744-153B
CERTIFICATE OF AUTHORIZATION 31948
T i = Mobile
THIS DOCUMENT HAS BEEN
ELECTRONICALLY SIGNED AND SEALED
BY EUEZER DIAZ, PE (#85219) ON
MAY 7th, 2021 USING A DIGITAL
SIGNATURE IN ACCORDANCE WITH
F.A.C. 611315-23.004, WITH A DIGITAL
CERTIFICATE ISSUED BY ENTRUST, INC.
PLEASE REFERENCE THE COVER PAGE
TO VIEW THE SIGNATURE AND VERIFY
ITS PROPERTIES. PRINTED COPIES
OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES
A2P0045B
MICROWAVE
SERVICE COMPANY
6159 N US-1
FORT PIERCE, FL 34951
SHEET NAME
ELECTRICAL AND
GROUNDING NOTES
ELECTRICAL NOTES 11 I GROUNDING NOTES 1 2 J
E1
REV
DATE
DESCRIPTION
A
4/6/21
PRELIMINARY
B
4/9/21
REVISED
C
4/16/21
REVISED
0
5/7/21 1
FOR PERMIT
APX PROJECT NO.:
21-0270.13
DRAWN BY:
R. GARCIA
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 WITHOUT THE WRITTEN
PERMISSION OF THE OWNER.
ap
r--x
ENG I N E E R I N G GROUP
14471 MIRAMAR PARKWAY, SURE 202
MIRAMAR, FL 33027
(954) 744-1538
CERTIFICATE OF AUTHORIZATION 31949
T E : Mobile •e
THIS DOCUMENT HAS BEEN
ELECTRONICALLY SIGNED AND SEALED
BY ELIEZER DIAZ, PE (#85219) ON
MAY 7th, 2021 USING A DIGITAL
SIGNATURE IN ACCORDANCE WITH
F.A.C. 611315-23.004, WITH A DIGITAL
CERTIFICATE ISSUED BY ENTRUST, INC.
PLEASE REFERENCE THE COVER PAGE
TO VIEW THE SIGNATURE AND VERIFY
ITS PROPERTIES. PRINTED COPIES
OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES
A2P0045B
MICROWAVE
SERVICE COMPANY
6189 N US-1
FORT PIERCE, FL 34951
SHEET NAME
UTILITY ROUTING
PLAN
SHEET NUMBE32
E2
PROPOSED 2*0 CONDUIT
FOR POWER (APPROX 100't
IN LENGTH) (TYP. OF 2)
LIGP -j ,
E2
PROPOSED Zro CONDUIT
FOR POWER (SEE NOTES) I.
x
f
x
:E
x
NOTES: 1
i. PROPOSED CONDUIT ROUTING IS SCHEMATIC ONLY,
CONTRACTOR SHALL DETERMINE SUITABLE ROUTING
IN THE FIELD. 1
2. TERMINATION OF NEW CONDUITS AT CABINETS SHALL
BE COORDINATED WITH T-40BILE FIELD MANAGER.
3. PROPOSED CONDUIT SHALL1"BE GALVANIZED RIGID STEEL
APART FROM PORTION ENTIiRING EQUIPMENT CABINET, WHICH
SHALL BE FLEXIBLE LIQUIDxTIGHT CONDUIT.
4. ALL CONDUIT TO BE ROUT�D DIRECTLY OFF PAD AND RUN
UNDERGROUND OR ATTACHED TO SIDE OF PAD.
PROPOSED 2'/ CONDUIT FOR
POWER (SEE NOTES)
PROPOSED T-MOBILE 2DOA
DISCONNECT
PROPOSED T-MOBILE 200A PPC
PROPOSED 2'0 CONDUIT FOR
POWER (SEE NOTES)
PROPOSED T-MOBILE 200A METER
PROPOSED 2'0 CONDUIT FOR
POWER
EXISTING T-MOBILE FIBER CABINET
PROPOSED Z'O CONDUIT
FOR TELCO/MV (SEE NOTES)
- PROPOSED T-MOBILE
SERVICE LIGHT
- PROPOSED )1'0 CONDUIT
FOR POWER (SEE NOTES)
PROPOSED 2X'O CONDUIT
FOR BATTERY CABLE &
AUX POWER (SEE NOTES)
— PROPOSED T-MOBILE
BATTERY CABINET
(ERI(SSON B160)
PROPOSED ZVO CONDUIT
FOR ALARM & TEMPERATURE
SENSOR (SEE NOTES)
PROPOSED T-MOBILE
SITE SUPPORT CABINET
(ERICSSON 6160)
REV
DATE
DESCRIPTION
A
4/6/21
PRELIMINARY
B
4/9/21
REVISED
C
4/16/21
REVISED
0
5/7/21
FOR PERMIT
APX PROJECT NO.: 21-0270.13
DRAWN BY: R. GARCIA
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 WITHOUT THE WRITTEN
PERMISSION OF THE OWNER.
A
ax
A
ENGINEERING G ROU P
14471 MIRAMAR PARKWAY, SURE 202
MIRAMAR. FL 33027
(954) 744-1538
CERTIFICATE OF AUTHORIZATION 31948
T -Mobile
THIS DOCUMENT HAS BEEN
ELECTRONICALLY SIGNED AND SEALED
BY EUEZER DIAZ, PE (#85219) ON
MAY 7th, 2021 USING A DIGITAL
SIGNATURE IN ACCORDANCE WITH
F.A.C. 61G15-23.004, WITH A DIGITAL
CERTIFICATE ISSUED BY ENTRUST, INC.
PLEASE REFERENCE THE COVER PAGE
TO VIEW THE SIGNATURE AND VERIFY
ITS PROPERTIES. PRINTED COPIES
OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES
A2P0045B
MICROWAVE
SERVICE COMPANY
6189 N US-1
FORT PIERCE, FL 34951
SHEET NAME
UTILITY ROUTING
PLAN
SHEET NUMBER
UTILITY ROUTING PLAN E3
c3cwi� �I r
FAULT CURRENT CALCULATIONS
AVAILABLE FAULT CURRENT AT UTILITY
TRANSFORMER BASED ON FPUA AFC
LETTER DATED APRIL 23, 2021: 8,311A
F = (2)(4)(8.311) = 0.198
(13.923)(240)
M = 1 = 0.834
1 +0.198
I = (8,311)(0.834) = 6,937A
AFC PT 1 = 6,937A
PROPOSED 303/0, 1#GG - 2-C
PROPOSED 200A, 120/24OV, 10 HEAVY
DUTY FUSIBLE DISCONNECT W/ 65kAIC
CLASS J CURRENT LIMITING 200A1 FUSES
(SEE NOTE 1)
AFC PT 1 - 6,937A
PROPOSED 200A RATED METER
FROM SOURCE
PROPOSED 3#3/0 — Z'C
PROPOSED 1213-3/4-C TO EXISTING
BURIED GROUND RING
EXISTING GENERATOR W/ INTEGRATED
TRANSFER SWITCH (SEE NOTE 3)
NOTES:
1. BOND NEUTRAL TO GROUND IN DISCONNECT
PROPOSED 3#3/0, 1#W — 2-C
200A PRIMARY &
SECONDARY MAIN
BREAKER W/ WALKING
BEAM INTERLOCK
200A. 120/240V 1/
2. PROVIDE PERMANENT SIGN AT T-MOBILE'S 200A SERVICE DISCONNECT: "20kW ON -SITE OPTIONAL STANDBY GENERATOR LOCATED SOUTH OF LOAD CENTER WITH 24
COMPOUND" BREAKER POSITIONS
3. FIELD VERIFY IF EXISTING GENERATOR INTEGRATED ATS IS RATED FOR 200A TO BE REUSED WITH NEW 200A INCOMING SERVICE. NOTIFY FOR IF PROPOSED POWER 200A
INTEGRATED ATS IS RATED FOR LESS THAN 200A. PROTECTION CABINET TO REPLACE
4. PROVIDE FIELD OR FACTORY MARKED ARC FLASH WARNING LABEL FOR NEW ELECTRICAL EQUIPMENT THAT ARE LIKELY TO REQUIRE EXAMINATION, IXisnN' 200A PPC
ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED PER NEC 110.16.
5. PROPOSED 200A FOUR -POSITION CIRCUIT BREAKER; SQUARE D #Q02200.
PROPOSED AC ONE -LINE DIAGRAM NTS 1
PANEL I-MOBILL
LOCATION: H-FRAME
PANEL RAI IN6 200 AMPS PHASE 1
l20/240 VOLTS WIRE 3
_
MAIN LUG ONLY AIC RATING: 1OKA
CKi NO.
DESCRIPTION
K
AM
WIRE
GND
COND
COND
GND
WIRE
AMP
KVA
DESCRIPTION
CKT
NO.
B
B
1
SURGE SUPPRESSOR
0
60/2
*
*
15/1
0.18
-
GFCI
2
3
-
0
1/2"
#12
#12
20/1
-
0.15
SERVICE LIGHT
4
5
SITE SUPPORT CABINET (**)
13.7
-
200/2
#3/0
#6
2 1 /2"
SPACE
6
9
SPACE
8
-
13.7
_
SPACE
p
11
_
SPACE
12
13
SPACE
-
-
SPACE
14
15
SPACE
-
-
SPACE
16
13
SPACE
-
-
SPACE
18
19
SPACE
-
-
SPACE
20
21
SPACE
-
-
SPACE
22
23
SPACE
-
SPACE
24
SUB TOTAL KVA (CONT)
0
0
0
0
SUB TOTAL KVA (CONY)
SUB TOTAL KVA(NON-CONT)
13.7
13.7
0.18
0.15
SUBTOTAL KVA (NON-CONT)
TOTAL KVA
NON-CONT+ 125% CONT.
27.6 (***)
1149
TOTAL AMPS
F'Kt VVIKtU AI t-AU I UKY
** PROPOSED 200AFOUR POSITION CIRCUIT BREAKER, SQUARE D #Q02200.
*** T-MOBILE SITE SUPPORT CABINET HAS POWER MONITORING AND LOAD SHEDDING CAPACITY TO MAINTAIN
OUTPUT LOAD BELOW 20kW DURING OPERATION OF 20kW EMERGENCY GENERATOR
REV DATE DESCRIPTION
A
4/6J21
PRELIMINARY
B
4J9/21
REVISED
C
4/16/21
REVISED
0
5/7/21
FOR PERMIT
I
I
APX PROJECT NO.:
21-0270.13
DRAWN BY:
R. GARCIA
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 WITHOUT THE WRITTEN
PERMISSION OF THE OWNER.
ap�.
E N G I N E E R I N G G R O U P
14471 MIRAMAR PARKWAY, SURE 202
MIRAMAR. FL 33027
(954) 744-1538
CERTIFICATE OF AUTHORIZATION 31948
T Mobile _
THIS DOCUMENT HAS BEEN
ELECTRONICALLY SIGNED AND SEALED
BY EUEZER DIAZ, PE (#85219) ON
MAY 7th, 2021 USING A DIGITAL
SIGNATURE IN ACCORDANCE WITH
F.A.C. 61G15-23.004, WITH A DIGITAL
CERTIFICATE ISSUED BY ENTRUST, INC.
PLEASE REFERENCE THE COVER PAGE
TO VIEW THE SIGNATURE AND VERIFY
ITS PROPERTIES. PRINTED COPIES
OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES
A2P0045B
MICROWAVE
SERVICE COMPANY
6189 N US-1
FORT PIERCE, FL 34951
SHEET NAME
ELECTRICAL DETAILS
PROPOSED PANEL SCHEDULE 1 1311 E4
PROPOSED T-MOBILE
ANTENNA (TYP.)
PROPOSED /2 AWG SOLID
BARE TINNED COPPER
CONDUCTOR
-- -,II J
2 EXISTING GROUND '�'••
BAR (TYP.) '':'•':;;;i�
PROPOSED 18 AWG GREEN
STRANDED COPPER
CONDUCTOR (TYP.)
PROPOSED J2
AWG SOLID DARE
/
TINNED COPPER
CONDUCTOR (TYP.)
/
EXISTING BURIED
GROUND RING
PROPOSED
441
WELD CA
all
GROUNDING DIAGRAM (TYP.
PROPOSED ANTENNA
MOUNTING PIPE (TYP.)
PROPOSED T—MOBWr
RRU 4449 CM.)
PROPOSED T—MOBILE
RRU 4415 (TV.)
PROPOSED T—MOBILE
RRU 4424 (TYP.)
PROPOSED T—MOBILE
AIIyR6449 ANTENNA
(p.)
PROPOSED T—MOBILE
SITE SUPPORT CABINET
(ERI SSON 8160)
PROPOSED T—MOBILE
BATTERY CABINET
(ERI SSON 8160)
NTS
EXISTING GROUND
BAR
SOLID BARED
TINNED COPPER CONDUCTOR
W/ THERMOWELD
" WASHER
SS BOLT
9
a
V WASHER
" SS LOCK WASHER
36" SS NUT
TYPICAL GROUND BAR CONNECTION DETAIL NTSI2
FINISHED GRADE
r
W ¢
O
0
a0
Z mU
Lu
p z
"a0
WARNING TAPE
w=
N w
200 PSI
FLOWABLE FILL
PVC CONDUITS
18" TRENCH OR
AS REQUIRED BY
L
POWER/TELEPHONE
COMPANY
TRENCH DETAIL NTSI3 1
EXTERIOR GROUND—
NO SLAG OR
RING, #2 SOLID,
DEFORMITIES ALLOWED
BARE, THINNED
COPPER GROUNDING
CONDUCTOR
EXOTHERMIC WELD
(THERMOWELD
OR EQUIVALENT)
PARALLEL, NO
T—WELDS ALLOWED.
MINIMUM BENDING RADIUS
45 DEGREES, TYPICAL
JUMPER, #2 SOLID, BARE, TINNED
COPPER GROUNDING CONDUCTOR
1 j WELD CONNECTION DETAIL NTSI 4
REV
DATE
DESCRIPTION
4/6/21
PRELIMINARY
r0A
4/9/21
REVISED
4/16/21
REVISED
5/7/21
FOR PERMIT
APX PROJECT NO.:
21-0270.13
DRAWN BY:
R. GARCIA
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 WITHOUT THE WRITTEN
PERMISSION OF THE OWNER.
A
ap
A ENGIN EERING GROUP
14471 MIRAMAR PARKWAY, SUITE 2D2
MIRAMAR, FL 33D27
(954) 744-1538
CERTIFICATE OF AUTHORIZATION 31948
Mobile,
THIS DOCUMENT HAS BEEN
ELECTRONICALLY SIGNED AND SEALED
BY ELIEZER DIAZ, PE (#85219) ON
MAY 7th, 2021 USING A DIGITAL
SIGNATURE IN ACCORDANCE WITH
FAC. 61G15-23.004, WITH A DIGITAL
CERTIFICATE ISSUED BY ENTRUST, INC.
PLEASE REFERENCE THE COVER PAGE
TO VIEW THE SIGNATURE AND VERIFY
ITS PROPERTIES. PRINTED COPIES
OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES
A2P0045B
MICROWAVE
SERVICE COMPANY
6189 N US-1
FORT PIERCE, FL 34951
SHEET NAME
GROUNDING DETAILS
SHEET NUMBER
E5