HomeMy WebLinkAboutA2P0048A_A and E_CDs_External REV DATE DESCRIPTION
A 10/05/20 PRELIM PLANS
ATC WOODCREST 0 10/12/20 FINAL PLANS ISSUED
14101 SOUTH ANGLE ROAD
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WEST ST. LUCIE, FLORIDA 34945
■ ■ ■ ■ O ■® (ST. LUCIE COUNTY) PROJECT NO.: 17-5053.1
DRAWN BY: M.THOMAS
PROJECT MANAGER: D. REVELS
t l e e ® A2POO48A CHECKED BY: D. REVELS
s k tog th rTHIS DRAWING IS COPYRIGHTED AND IS
A M E R I CA N TOWER IT
IS PRODUCEDOWNER
RHE SOLE SO PROPERTY �FOR AFFILIATES.
THE
ATC SITE NAME/#: ANGLE ROAD / FL-51 10 OWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF THIS DRAWING
AND/OR THE INFORMATION CONTAINED IN
NATIONAL HARDENING PROJECT IT IS FORBIDDEN WITHOUT THE WRITTEN
PERMISSION OF THE OWNER.
PROPOSED GENERATOR INSTALLATION AND POWER
UPGRADE RkAlm
LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS 0 GROUP, INC
TOGETHER PLANNINR A RRT--RR TOMORROW
�a _ FOLIO 1. THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED. •:-a _•s,- ;, SHT. DESCRIPTION REV.
p 1332-21 1-0002-000-5 FOR HUMAN OCCUPANCY. NO. NO. 13051 TELECOM PARKWAY, SUITE 100
Lakewood Park TEMPLE TERRACE, FLORIDA 33637
= T1 TITLE SHEET 0 (813) sis-razz
2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL
\T14 _ PROPERTY OWNER NOT PRODUCE ANY SEWAGE. T2 NOTES 0 CERTIFICATE OR AUTHORIZATION 28767
« d,a INDRIO HOLDINGS LLC 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING C1 SITE PLAN 0
1626 90TH AVENUE DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL C2 SET BACK DETAIL 0
- VERO BEACH, FLORIDA 32966 IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE C3 ENLARGED SITE PLAN 0
RESPONSIBLE FOR SAME. T Mobile
= c LATITUDE C4 GENERATOR DETAILS (1 OF 2) 0 ■ ■
OC1C 27.47087675 N 4. THE SCOPE OF WORK CONSISTS OF THE FOLLOWING:
' C5 GENERATOR DETAILS (2 OF 2) 0
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SITE LOCATION�� A INSTALLATION OF (1) PROPOSED 25KW DIESEL GENERATOR C6 FOUNDATION DETIALS 0
LONGITUDE INSTALLATION OF (1) PROPOSED 200A. PPC ENCLOSURE oo coSUNORISE, FL 333z3 SUITE zoo
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— INSTALLATION OF (1) PROPOSED 200A. SERVICE DISCONNECT E2 GROUNDING NOTES 0
- ZONING JURISDICTION E3 ENLARGED CONDUIT ROUTING PLAN 0
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VICINITY MAP DESIGN CRITERIA CODE COMPLIANCE
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wgdd•u„IIesrl•FL DESIGN WIND SPEED: 155 MPH (ULTIMATE 3-SEC GUST)
ALL WORK AND MATERIALS SHALL BE PERFORMED AND Q •.,•• STATE OF
120 MPH (NOMINAL 3-SEC GUST) INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF / • F40R�QP..+����\\\
EXPOSURE CATEGORY: C THE FOLLOWING CODES AS ADOPTED BY THE LOCAL // S••• ••••....»..�•aG ``\\
N RISK CATEGORY: II GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE S�oA'p 1 `` i 2�2
CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE // 4AL CODES.
JEREMY D. SHARIT PE FL LIC 75137
1. FLORIDA BUILDING CODE, 6TH EDITION (2017)
2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70,
NATIONAL ELECTRICAL CODE, 2014 EDITION.
o, 3. TIA-222-G WITH ADDENDUM 1 AND 2 APPLICABLE ATC WOODCREST
STANDARDS.
fl 4. LIFE SAFETY CODE NFPA-101-2015.
5. FLORIDA FIRE PREVENTION CODE, 6TH EDITION. AZPOO48—A
CONTACTS
SITE LOCATION 6. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
wAy�xa 360-10 AND 341-10. 14101 SOUTH ANGLE ROAD
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T-MOBILE SOUTH LLC 7. UNDERWRITERS LABORATORIES (U.L.) WEST (S LUCIE,r. LUCIE ouNl COUNry)
FLORIDA 34945
�\ 1300 CONCORD TERRACE SUITE 200 APPROVED ELECTRICAL PRODUCTS. (s
\ SUNRISE, FL 33323 8. LOCAL JURISDICTIONAL REQUIREMENTS. SHEET NAME
s \` 9. CITY/COUNTY ORDINANCES.
V TITLE SHEET
SMW ENGINEERING GROUP. INC. PM: SHEET NUMBER
DARREN REVELS (813) 503-0218 T 1
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REV DATE DESCRIPTION
1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL A 10/05/20 PRELIM PLANS
1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: EXISTING UNDERGROUND UTILITIES. 0 10/12/20 FINAL PLANS ISSUED
2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES.
OWNER - T-MOBILE SOUTH LLC
3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE
ENGINEER - SMW ENGINEERING GROUP, INC. REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION
CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 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 VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR PROJECT NO.: 17-5053.1
EXISTING CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE
CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT LANDLORD AND/OR LOCAL UTILITIES. DRAWN BY: M. THOMAS
TO THE ATTENTION OF THE CONSTRUCTION MANAGER. PROJECT MANAGER: D. REVELS
6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED.
3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. CHECKED BY: D. REVELS
7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A THIS DRAWING IS COPYRIGHTED AND IS
4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE THE SOLE PROPERTY OF THE OWNER. IT
IN ADVANCE OF THE CONSTRUCTION START DATE. STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES IS PRODUCED SOLELY FOR USE BY THE
FOR EROSION AND SEDIMENT CONTROL. OWNER AND ITS AFFILIATES.
5. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR REPRODUCTION OR USE OF THIS DRAWING
AND INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS 8. THE SUB-GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. AND/OR THE INFORMATION CONTAINED IN
IT IS FORBIDDEN WITHOUT THE WRITTEN
AND/OR AS SPECIFIED HEREIN. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE PERMISSION OF THE OWNER.
SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, 9• BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE
WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL.
6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL.
DOCUMENTS, THE CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN
AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. 11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS.
7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT �N@ N�€�R 0 GROUP, INC
�
UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED SITE WORK NOTES 2 q
AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN
ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE 13051 TELECOM PARKWAY, SUITE 100
ENGINEER AND THE CONSTRUCTION MANAGER. 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC "STEEL CONSTRUCTION MANUAL". TEMPLE TERRACE(813) 615-142222, 0A 33637
8. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF cERnPICArE oP Au HORlznnon 2e7s�
INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING 2. MATERIAL:
JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE A. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS.
WORK. B. ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A36 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153
STANDARDS, UNLESS NOTED OTHERWISE.
9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. C. ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153
STANDARDS.
10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, D. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM 'i' • -Mobile•
CURBS, GALVANIZED SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO A153 STANDARDS, UNLESS NOTED OTHERWISE
SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE E. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B, AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 stick together'
RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION STANDARDS.
OF THE CONSTRUCTION MANAGER. 1300 CONCORD E TERRACE32 SUITE zoo
2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL.
11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE
GENERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND 3. WELDING:
DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN A. ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1, LATEST REVISION.
CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. B. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.
C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING.
12 ALL MANUFACTURER'S RECOMMENDATIONS EXCEPT UIPMENT AND MATERIALS SHALL E INSTALL IS SPECIFICALLY D IN AINDICA NCE WITH
H OTHERWISE RESPECTIVETHE NTE 4. ALL BOLTS SHALL BE GALVANIZED %" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT' CONDITION AS DEFINED BY AISC.
SECURE NUT WITH LOCKING WASHER.
CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. ���` t-.•'�����•••E111
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 5. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE = NO. 751
LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTION.
JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE 6. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL i e
INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL CONSTRUCTION. s
AS LOCAL AND STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS. 0. tea STATE OF
14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND 7. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT i� . •'����
EA UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. �ORI ��r
ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, i s�i..............•�`_
NECLUDIQU NGESCONTQCT NAND COORDINATION AND URES W TH ATHE FCONSTROCDIONTINMANAGER G ALL PANDIONS WITH OF
THE THE
OWN OR S 8. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT WATER INTRUSION. /// �NAI-�1�.or �Z�Z
UTE
AUTHORIZED REPRESENTATIVE. 9. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD /
SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD JEREMY D. SHAR11 PE FL LIC 75137
15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A SPLICES.
COMPLETE SET OF AS-BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER
CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, 10. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS.
TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE. ATC WOODCREST
11. 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 A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH,
AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED A2P0048-A
AS WORK OF OTHERS' SECTIONS.
14101 SOUTH ANGLE ROAD
WEST ST. LUCIE, FLORIDA 34945
(ST. LUCIE COUNTY)
SHEET NAME
NOTES
SHEET NUMBER
GENERAL NOTES F, STRUCTURAL STEEL NOTES 3 T2
8 0' 4' 8' REV DATE DESCRIPTION
A 10/05/20 PRELIM PLANS
FOR 24"06" DRAWINGS 0 10/12/20 FINAL PLANS ISSUED
GRAPHIC SCALE: 1/4" = 1'-0" a
FOR 11"x17" DRAWINGS
GRAPHIC SCALE: 1/8" = 1'-0"
PROJECT NO.: 17-5053.1
(till❑v-) EXISTING EQUIPMENT SHELTER EXISTING ACCESS DRAWN BY: M. THOMAS
GATE
PROJECT MANAGER: D. REVELS
CHECKED BY: D. REVELS
I THIS DRAWING IS COPYRIGHTED AND IS
THE SOLE PROPERTY OF THE OWNER. IT
x 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.
X x
EXISTING T—MOBILE
UTILITY H—FRAME
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TEMPLE TERRACE, FLORIDA 33637
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CERTIFICATE OF AUTHORIZATION 28767
EXISTING 300' SELF—SUPPORT %/ I EXISTING T—MOBILE X
TOWER '� GENERATOR AND BELLY
TANK TO BE REMOVED
EXISTING T—MOBILE 100A. T
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EXISTING PROPANE TANK
ON CONCRETE PAD X X NOTE:
SHEEP NAME
INFORMATION FOR COMPOUND DETAIL
TAKEN FROM INFORMATION PROVIDED EXISTING
BY T—MOBILE AND A SITE WALK
PERFORMED BY SMW ENGINEERING SITE PLAN
X X X X X X GROUP, INC. ON 07-24-2020.
SHEET NUMBER
EXISTING SITE PLAN SCALED AS NOTED C1
16' 0' 8' 16' REV DATE DESCRIPTION
A 10/05/20 PRELIM PLANS
FOR 24"06" DRAWINGS 0 10/12/20 FINAL PLANS ISSUED
GRAPHIC SCALE: 1/8" = 1'-0" a
FOR 11"x17" DRAWINGS FLOOD NOTE:
GRAPHIC SCALE: 1/16" = 1'-0"
THE SUBJECT PROPERTY APPEARS TO BE
WITHIN FLOOD ZONE "X" PER FIRM MAP
NUMBER 12111CO155J W/ AN EFFECTIVE
DATE OF 09/11/2009.
PROJECT NO.: 17-5053.1
(till❑v-) EXISTING EQUIPMENT SHELTER EXISTING ACCESS DRAWN BY: M. THOMAS
GATE
PROJECT MANAGER: D. REVELS
CHECKED BY: D. REVELS
I THIS DRAWING IS COPYRIGHTED AND IS
THE SOLE PROPERTY OF THE OWNER. IT
x IS PRODUCED SOLELY FOR USE BY THE
L-TyOWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF THIS DRAWING
AND/OR THE INFORMATION CONTAINED IN
IT IS FORBIDDEN WITHOUT THE WRITTEN
PROPOSED T-MOBILE EMERGENCY PERMSSION OF THE OWNER.
GENERATOR SHUT-OFF SWITCH TO
BE INSTALLED ON EXISTING H-FRAME x
EXISTING T-MOBILE
UTILITY H-FRAME
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SERVICE DISCONNECT (BELOW) TO BE TEMPLE TERRACE, FLORIDA 33637
INSTALLED ON EXISTING H-FRAME e13) s15-lazz
CERTIFICATE OF AUTHORIZATION 28767
EXISTING 300' SELF-SUPPORT / PROPOSED T-MOBILE x
TOWER ° 25KW DIESEL GENERATOR
ON PROPOSED 4'x9'
CONCRETE PAD
PROPOSED T-MOBILE 200A. o� T
ELECTRICAL PANEL -Mobile
EXISTING TO BE INSTALLED ON x X
EXISTING T-MOBILE H-FRAME
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SHELTER WEST ST LUCIE, FLORIDA LUCIE COUNTY)
EXISTING PROPANE TANK
ON CONCRETE PAD X X NOTE:
SHEEP NAME
INFORMATION FOR COMPOUND DETAIL
TAKEN FROM INFORMATION PROVIDED PROPOSED
BY T-MOBILE AND A SITE WALK
PERFORMED BY SMW ENGINEERING SITE PLAN
x X x x x x GROUP, INC. ON 07-24-2020.
SHEET NUMBER
PROPOSED SITE PLAN SCALED AS NOTED C2
128' 0' 64' 128 REV DATE DESCRIPTION
A 10/05/20 PRELIM PLANS
FOR 24"06" DRAWINGS 0 10/12/20 FINAL PLANS ISSUED
GRAPHIC SCALE: 1/64" = 1'-0"
FOR 11"x17" DRAWINGS
GRAPHIC SCALE: 1/128" = 1'-0"
I
PROJECT NO.: 17-5053.1
DRAWN BY: M. THOMAS
PROJECT MANAGER: D. REVELS
CHECKED BY: D. REVELS
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.
�NOIN€�RI 10 GROUP, INC:
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13051 TELECOM PARKWAY, SUITE 100
OPEN FIELD TEMPLE TERRACE, FLORIDA 33637
(813) 615-1422
CERTIFICATE OF AUTHORIZATION 28767
T - -Mobile
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SUNRISE, FL 33323
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ATC WOODCREST
A2P0048—A
EXISTING PROPERTY
BOUNDARY LINE
14101 SOUTH ANGLE ROAD
WEST ST. LUCIE, FLORIDA 34945
- - - (ST. LUCIE COUNTY)
SHEET NAME
SET BACK D ETAI L
SHEET NUMBER
GENERATOR SETBACK DETAIL SCALED AS NOTED 03
2' 0' 1' 'REV DATE DESCRIPTION
A 10/05/20 PRELIM PLANS
FOR 24"x36" DRAWINGS O 10/12/20 FINAL PLANS ISSUED
GRAPHIC SCALE: 1" = 1'-0"
FOR 1 1%17" DRAWINGS
NOTES: 103.4" GRAPHIC SCALE: 1/2" = 1'-0"
1. THIS UNIT MUST BE INSTALLED IN ACCORDANCE WITH CURRENT APPLICABLE NFPA 37 AND
NFPA 70 STANDARDS AS WELL AS ANY OTHER FEDERAL, STATE, AND LOCAL CODES.
2. BATTERY (12 VOLT NEGATIVE GROUND SYSTEM).
3. CONTROL PANEL / CIRCUIT BREAKER INFORMATION: - MAIN LINE CIRCUIT BREAKER 125
AMPS - SEE SPECIFICATION SHEET OR OWNERS MANUAL - ACCESSIBLE THROUGH
CUSTOMER ACCESS ASSEMBLY DOOR ON REAR OF GENERATOR. - CONTROL PANEL PROJECT NO.: 17-5053.1
INCLUDES INTEGRATED BATTERY CHARGER O 0 NOTE:
4. REMOVE THE REAR STUB-UP AND REAR ENCLOSURE COVER PANEL TO ACCESS THE DRAWN BY: M. THOMAS
STUB-UP AREAS AS FOLLOWS: - HIGH VOLTAGE CONNECTION INCLUDING AC LOAD LEAD 1. RUPTURE BASIN ALARM IS TIED TO PROJECT MANAGER: D. REVELS
CONDUIT CONNECTION, NEUTRAL CONNECTION, AND BATTERY CHARGER 120 VOLT AC (0.5 O ALARM PANEL IN GENERATOR. THE
AMP MAX) CONNECTION. - LOW VOLTAGE CONNECTION INCLUDING TRANSFER SWITCH ® PROPOSED 25KW O ALARM PANEL WILL NOTIFY T-MOBILE CHECKED BY: D. REVELS
CONTROL WIRES DIESEL GENERATOR Ln NETWORK OPERATIONS CENTER VIA
5. ENGINE SERVICE CONNECTIONS OIL DRAIN: 1/2" NPT RADIATOR DRAIN : HOSE CLAMPED TO GENERATOR'S REMOTE ENUNCIATOR THIS DRAWING IS COPYRIGHTED AND IS
/ THE SOLE PROPERTY OF THE OWNER. IT
FRAME PANE IN THE EVENT OF A LEAK. IS PRODUCED SOLELY FOR USE BY THE
6. CENTER OF GRAVITY AND WEIGHT MAY CHANGE DUE TO UNIT OPTIONS. OWNER AND ITS AFFILIATES.
7. BOTTOM OF GENERATOR SET MUST BE ENCLOSED TO PREVENT PEST INTRUSION AND 2. ALARM WILL SOUND WHEN FUEL LEVEL REPRODUCTION OR USE OF THIS DRAWING
RECIRCULATION OF DISCHARGE AIR AND/OR IMPROPER COOLING AIR FLOW. IS AT 90% DURING RE-FUELING. ANDISOFORHEo NF RMATIOWITHOUT CONTAINED
N
8. REFERENCE OWNERS MANUAL FOR LIFTING WARNINGS. 3. NFPA 704 PLACARD TO BE UTILIZED ON PERMISSION OF THE OWNER.
9. MOUNTING BOLTS OR STUDS TO MOUNTING SURFACE SHALL BE 5/8-11 GRADE 5 (USE THE FUEL TANK.
STANDARD SAE TORQUE SPECS)
10. MUST ALLOW FREE FLOW OF INTAKE AIR, DISCHARGE AIR AND EXHAUST. SEE SPEC SHEET
FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS.
11. GENERATOR MUST BE INSTALLED SUCH THAT FRESH COOLING AIR IS AVAILABLE AND THAT
DISCHARGE AIR FROM RADIATOR IS NOT RECIRCULATED. RECOMMENDED MINIMUM
PERIMETER(3FT) AND VERTICAL OVER EXHAUST (5FT) CLEARANCE FOR SITE LOCATION. N @ I N€ R I 10 GROUP, 1 N C:
12. GENERATOR MUST BE GROUNDED.
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GENERATOR PLAN VIEW SCALED AS NOTED 13051 TELECOM PARKWAY, SITE 100
TEMPLE TERRACE, FLORIDA 33637
2' 0' 1' 2' 2' 0' 1' 2' (813) 615-1422
CERTIFICATE OF AUTHORIZATION 28767
FOR 24"06" DRAWINGS FOR 24"06" DRAWINGS
GRAPHIC SCALE: 1" = 1'-0" GRAPHIC SCALE: 1" = 1'-0"
FOR 11"07" DRAWINGS FOR 11"07" DRAWINGS
GRAPHIC SCALE: 1/2" = 1'-0" GRAPHIC SCALE: 1/2" = 1'-0"
33.5" PROPOSED VINYL NFPA 704 PLACARD 84.2" T - -Mobile
NOTE: FOR DIESEL TO BE PLACED ON stick together'
ALARM WILL SOUND DIESEL TANK IN A LOCATION EASILY
WHEN FUEL LEVEL
VISIBLE TO EMERGENCY PERSONNEL gg������ ������ � �@ 1300 CONCORD TERRACE SUITE zoo
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IS AT 90% DURING - - SUNRISE, FL 33323
__RE-FUELING
GENERATOR CONTROL \25KW DIESEL-
ALARM PANEL 0 \GENERATOR
(LOCATION OF REMOTE ��� ••.•••'••••N••••"••.•, ///
ANNUNCIATOR) _Efl �� •• •% /
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r^i BASETANK �� I J
ATC WOODCREST
GENERATOR BASETANK A2 P0048—A
14101 SOUTH ANGLE ROAD
WEST ST. LUCIE, FLORIDA 34945
(ST. LUCIE COUNTY)
4.3" 18.9" 25.2" 25.1" 25,2 3.9" SHEET NAME
.73 rf 73,• _� I� r �i
35.0" GENERATOR DETAILS
(1 OF 2)
SHEET NUMBER
GENERATOR END VIEW SCALED AS NOTED 2 GENERATOR SIDE VIEW NTS 3 04
REV DATE DESCRIPTION
A 10/05/20 PRELIM PLANS
NOTES: 0 10/12/20 FINAL PLANS ISSUED
1. DIESEL BASE TANK IS DOUBLE
WALLED NOTE:
2. RUPTURE BASIN ALARM IS TIED FUEL LEVEL GAUGE/SENDER IS A
TO ALARM PANEL IN VISIBLE GAUGE THAT HAS A REMOTE
GENERATOR. THE ALARM PANEL SENDER ATTACHED.
WILL NOTIFY T-MOBILE
NETWORK OPERATIONS CENTER
IN THE EVENT OF A LEAK.
PROJECT NO.: 17-5053.1
DRAWN BY: M. THOMAS
2271 [89.41 PROJECT MANAGER: D. REVELS
TYP CHECKED BY: D. REVELS
259 [10.2] INNER TANK NORMAL VENT
TYP (2"NPT FEMALE) THIS DRAWING IS COPYRIGHTED AND IS
132 ]5.2] INNER TANK EMERGENCY VENT CUSTOMER OPTIO OUTER TANK THE SOLE PROPERTY OF THE OWNER. IT
(W NPT FEMALE) (2"NPT FEMALE) LEAK DETECTOR IS PRODUCED SOLELY FOR USE BY THE
OWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF THIS DRAWING
AND/OR THE INFORMATION CONTAINED IN
OUTER TANK EMERGENCY VENT IT IS FORBIDDEN WITHOUT THE WRITTEN
(3"NPT FEMALE) ' PERMISSION OF THE OWNER.
o C FUEL TANK
C� I TOTAL CAPACITY 908[240]
U
° ° -HIGH AND LOW 718 [28.3] SABLE CAPACITY 867[229]
FUEL FILL VOLTAGE 786 [30.91 CAPACITY:LITER[GALLON] T 1
(2"NPT FEMALE) o STUB-UP AREA DIMENSIONS:MM[INCH] N@ I N€ R I 10 GROUP, 1 N C:
661 126.01 125 [4.9] TANK IS LISTED TO UL142 AND ULC5601
RQF3�.'T#1@R>A>EAN1i5it®A�@'1`I''@R i'@MARR®tl6
533 [21.0] - - STUB-UP NOTE:STUB-UP AREA FOR HIGH
AREA
AND LOW VOLTAGE CONNECTIONS, 13051 TELECOM PARKWAY, SUITE 100
236 9.3 CIRCUIT BREAKER,NEUTRAL AND TEMPLE TERRACE, FLORIDA 33637
[ ] CUSTOMER CONNECTION OPENING. (813) 615-1422
CERTIFICATE OF AUTHORIZATION 28767
161[6.3] 38 [1.5]
246 [9.7] FUEL LEVEL FUEL RETUR 170 [6.7] 51 [2.0]
GAUGE/SENDER
372 [14.6 FUEL SUPPLY 267 [10.5] 125 [4.9]
TYP STUB-UP T - •Mobile
1497 [58.9] 62 [2.5] AREA AREA
TYP
-91 1569 [61.8 253 [10.0] 850 [33.5] stick together®
TYP
1.4 2345 [92.31 1300 CONCORDUNRISETERRACE 33323 SUITE 200
TOP VIEW
SPILL CONTAINMENT BOX
REMOVABLE
OVER
SEE NOTE
1043 [41.11 _• No. 751
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TYP MTG CENTERS
TYP
888 [35.0] ATC WOODCREST
REAR VIEW
A2P0048-A
14101 SOUTH ANGLE ROAD
23.2" WEST ST. LUCIE, FLORIDA 34945
(ST. LUCIE COUNTY)
48.3"
SHEET NAME
73.5"
98.7" GENERATOR DETAILS
102.6" (2 OF 2)
SHEET NUMBER
GENERATOR SIDE VIEW NTS C5
REV DATE DESCRIPTION
A 10/05/20 PRELIM PLANS
0 10/12/20 FINAL PLANS ISSUED
GENERATOR FUEL
TANK PROJECT NO.: 17-5053.1
Y2"O HILTI KWIK BOLT WITH 3Y2" EMBED. DRAWN BY: M. THOMAS
BOLTS & HARDWARE ARE TO BE STAINLESS PROJECT MANAGER: D. REVELS
STEEL CHECKED BY: D. REVELS
THIS DRAWING IS COPYRIGHTED AND IS
THE SOLE TY OFIT
T/O CONCRETE PAD ISPRODUCEDOPER SOL L ORHUSEWNE BYTHE
i 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.
Ld
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fN@IN€�RIN0 GROUP, INO:
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6" MINIMUM 13051 TELECOM PARKWAY, SUITE 100
EDGE DISTANCE TEMPLE TERRACE, FLORIDA 33637
(813) 615-1422
CERTIFICATE OF AUTHORIZATION 28767
GENERATOR ANCHORING DETAIL NTS T - -Mobile'
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NOTES: 1300 CONCORD TERRACE SUITE zoo
1. ALL CONCRETE TO HAVE A COMPRESSIVE STRENGTH OF SUNRISE, FL 33323
fc'=3000 PSI WITH COMMERCIAL GRADE FIBER MESH
REINFORCEMENT 1.5# PER CU. YARD
2. CONCRETE PAD IS DESIGNED TO BEAR ON 2000 PSF
SOIL BEARING CAPACITY TO BE VERIFIED AT TIME OF
EXCAVATION BY A SOILS ENGINEER REGISTERED IN THE
STATE OF FLORIDA. CONTRACTOR TO PROVIDE TO MDC \\\\\�� p• S1L�,��/��
SOIL STATEMENT ONCE SOIL BEARING CAPACITY HAS 4 /
BEEN DETERMINED. ® `�\�`�••1'•��GEj�js••••.�• ,//i
° _• No. 751
#5 REBAR ® 12" O.C. BOTH s e
DIRECTIONS (NOT REQUIRED
oI • IF FIBERCRETE IS USED) Z, ••••�/
Y2" CHAMFER (TYP.) STATE OF
•••ha••nn•••••
3,000 PSI CONCRETE PAD
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JEREMY D. SHARIT PE FL LIC 75137
6 MIL MIRAFI POLYETHYLENE
PLASTIC SHEET OR EQUAL
ATC WOODCREST
A2P0048—A
9 'a .° 14101 SOUTH ANGLE ROAD
° WEST ST. LUCIE, FLORIDA 34945
COMPACTED ITOT95%EOF �� � ��� � � °� ���� � �� � (sT. LucIE couNTY)
MODIFIED PROCTOR DENSITY /V�����A�����A����������������������� �������� SHEET NAME
NOTE: �p PER ASTM D1557 � � � � � � FOUNDATION
CHOICE OF FIBERCRETE OR CONCRETE PAD
TO BE MADE IN THE FIELD BY T—MOBILE DETAILS
CONSTRUCTION MANAGER PRIOR TO
CONSTRUCTION.
SHEET NUMBER
( GENERATOR PAD FOUNDATION DETAIL NTS 2 GENERATOR PAD FOUNDATION ELEVATION NTS 3 C6
REV DATE DESCRIPTION
A 10/05/20 PRELIM PLANS
0 10/12/20 FINAL PLANS ISSUED
A - GENERAL C - RF (COAX) AND LOW VOLTAGE CABLE
Al. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (EDITION ADOPTED BY LOCAL Cl. RF CABLES AND LOW VOLTAGE CABLING BETWEEN BTS, LNA OR TMA AND ANTENNA SHALL BE SUPPORTED USING
JURISDICTION) AND APPLICABLE LOCAL CODES. ANDREW "SNAP-IN" HANGERS OR ACCEPTABLE EQUAL.
A2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE. C2. RF CABLES AND LOW VOLTAGE CABLING BETWEEN BTS, LNA OR TMA AND ANTENNA SHALL BE ROUTED AS PROJECT NO.: 17-5053.1
FOLLOWS: DRAWN BY: M. THOMAS
A3. ALL ELECTRICAL EQUIPMENT AND ACCESSORIES SHALL BE U.L. APPROVED OR LISTED. A) RUNNING ALONG HORIZONTAL SURFACES: USE WAVEGUIDE SUPPORTS OR BRIDGE KIT MOUNTED ON PROJECT MANAGER: D. REVELS
CONCRETE SLEEPERS.
A4. ALL POWER WIRING SHALL BE STRANDED COPPER, TYPE THHN/THHW, AND 90 DEGREES C RATED. B) RUNNING ALONG VERTICAL TOWER FACE: WAVEGUIDE LADDER W/HANGERS OR KELLEMS GRIPS. CHECKED BY: D. REVELS
A5. GROUNDING ELECTRODE CONDUCTORS SHALL BE BARE, TIN COATED COPPER AND EQUIPMENT GROUND CONDUCTORS C) RUNNING ALONG OR ADJACENT TO BTS PLATFORM: USE 12 X 3 OPEN OR COVERED ELECTRICAL LADDER THIS DRAWING IS COPYRIGHTED AND IS
SHALL BE GREEN INSULATED, UNLESS OTHERWISE NOTED. TRAY. THE SOLE PROPERTY of THE OWNER. IT
IS PRODUCED SOLELY FOR USE BY THE
OWNER ITS
A6. ALL POWER WIRING SHALL BE INSTALLED IN GALVANIZED RIGID STEEL CONDUIT, PVC, OR FLEXIBLE LIQUIDTIGHT D — IDENTIFICATION REPRODUCTION ORDUSE OFFITIHIS DRAWING
CONDUIT, AS INDICATED. AND/OR THE INFORMATION CONTAINED IN
D1. LOCATE NAMEPLATE, MARKING, OR OTHER IDENTIFICATION MEANS ON OUTSIDE EQUIPMENT OR BOX FRONT COVERS. IT IS FORBIDDEN WITHOUT THE WRITTEN
A7. CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY PERMIT FEES, AND SCHEDULE INSPECTIONS. L PERMISSION of THE OWNER.
D2. PROVIDE NAMEPLATE ENGRAVED WITH EQUIPMENT DESIGNATION FOR EACH SAFETY SWITCH AND ALL OTHER
A8. CONTRACTOR SHALL APPLY FOR ELECTRICAL SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS, SERVICE ELECTRICAL CABINETS, ETC.
ROUTING, AND METER SOCKET TYPE WITH LOCAL POWER COMPANY.
D3. DURING TRENCH BACK-FILLING FOR EACH UNDERGROUND ELECTRICAL, TELEPHONE, SIGNAL AND COMMUNICATIONS
A9. CONTRACTOR SHALL APPLY FOR TELEPHONE SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS AND LINE, PROVIDE A CONTINUOUS UNDERGROUND WARNING TAPE TWELVE INCHES BELOW FINISHED GRADE.
SERVICE ROUTING WITH TELEPHONE COMPANY. "Imq
�NOIN€�RI IQ GROUP, INC:
A10. PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWING, AND ALL ITEMS INCIDENTAL TO COMPLETING AND
PRESENTING THIS PROJECT AS FULLY OPERATIONAL.
A11. WHERE LONG POWER CABLE RUNS PREVAIL, CONTRACTOR SHALL CALCULATE THE VOLTAGE DROP AND SIZE WIRES AND 13051 TELECOM PARKWAY, SUITE 100
CONDUIT ACCORDINGLY. TEMPLE TERRACE, FLORIDA 33637
(813) 615-1422
Al2. WHERE TRANSFORMER IS REQUIRED FOR ELECTRICAL SERVICE, TRANSFORMER SECONDARY SHALL BE GROUNDED PER CERTIFICATE OF AUTHORIZATION 28767
N.E.C., ARTICLE 250-26.
A13. REFER TO SITE SPECIFIC DWGS FOR ELEVATIONS.
A14. ALL ELECTRICAL DEVICES EXPOSED TO WEATHER SHALL BE OF RAINPROOF CONSTRUCTION AND SHALL REQUIRE WATER TIGHT CONDUIT HUBS. NEMA 3R TYPICAL m 1 - -Mobile
A15. CONTRACTOR SHALL COIL CABLES AT HANDHOLE WITH LENGTHS AS REQUIRED BY ELECTRICAL UTILITY FOR CONNECTIONBY UTILITY. stick together'
A16. ALL UNDERGROUND SERVICE ENTRANCE POWER CABLES SHALL BE TYPE FOR SUCH USE. CONTRACTOR SHALL 1300 CONCORD TERRACE SUITE zoo
SUNRISE, FL 33323
CALCULATE VOLTAGE DROP AND RE-SIZE CABLES PER NEC REQUIREMENTS FOR CABLE RUNS EXCEEDING 250 FEET.
B - POWER CABLE AND SERVICE
B1. 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 ���� ••••....•»•....•��• �i�
MOISTURE PENETRATION OR VERMIN INFESTATION.
B3. CONDUCTORS RUNNING ALONG HORIZONTAL SURFACES (ROOF TOP OR SLAB) SHALL BE INSTALLED IN RIGID CONDUIT
SUPPORTED ON ELECTRICAL CONDUIT SUPPORT. NO. 751
B4. ALL VERTICAL RUNS OF POWER CABLE EXCEEDING 80 FEET IN LENGTH SHALL BE SUPPORTED PER N.E.C. ARTICLE 300 i e
USING KELLEMS GRIPS OR ACCEPTABLE EQUAL CABLE SUPPORT SYSTEM. s
B5. WHERE A SEPARATE ELECTRICAL SERVICE DROP IS ADDED, CONTRACTOR SHALL INSTALL PERMANENT SERVICE 00O•'•a. STATE
DISCONNECT OR GROUPING THEREOF, DENOTING ALL OTHER SERVICE ENTRANCES, LOCATION OF EACH AND THE AREAS a,�P, P;•� ��
SERVED BY EACH. /��`' '•a �OR� .••'`a_��`���
B6. WHERE ELECTRICAL POWER IS TO BE SUB-FED FROM AN EXISTING DISTRIBUTION SYSTEM, THE FOLLOWING SHALL
APPLY: ///11111111111'�012�2
A) CONTRACTOR SHALL PERFORM LOAD TESTING TO DETERMINE MAXIMUM FEEDER DEMAND PER N.E.C. ARTICLE JEREMY D. SHARIT PE FL LIC 75137
220-35.
B) CONTRACTOR SHALL VERIFY WHETHER EXISTING FEEDER CAPACITY EXCEEDS VALUE CALCULATED PER N.E.C. ARTICLE
220-35
C) EACH BRANCH CIRCUIT PROTECTIVE DEVICE SHALL HAVE SAME INTERRUPTING RATING AS EQUIPMENT SUPPLYING IT. ATC WOODCREST
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 A2P0048—A
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. 14101 SOUTH ANGLE ROAD
WEST ST. LUCIE, FLORIDA 34945
(ST. LUCIE COUNTY)
SHEET NAME
ELECTRICAL
NOTES
SHEET NUMBER
ELECTRICAL NOTES 1 E1
REV DATE DESCRIPTION
A - GENERAL D - LAND BUILDS AND CO-LOCATES A 10/05/20 PRELIM PLANS
0 10/12/20 FINAL PLANS ISSUED
Al. INSTALLATION OF GROUNDING ELECTRODE SYSTEM SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE AND WITH D1. THE GROUND ELECTRODE SYSTEM SHALL CONSIST OF DRIVEN GROUND RODS UNIFORMLY SPACED AROUND THE EQUIPMENT
ALL BUILDING CODES OF AUTHORITIES HAVING JURISDICTION. FOUNDATION AND AROUND THE PERIMETER OF THE TOWER FOUNDATION. THE GROUND RODS SHALL BE %" X 10'-0" COPPER CLAD
STEEL INTERCONNECTED WITH #2 SOLID TINNED BARE COPPER GROUND CONDUCTOR TO FORM A GROUND RING AT A DEPTH OF 30
A2. GROUNDING CONDUCTORS SHALL BE #2 AWG TINNED SOLID BARE COPPER BELOW AND ABOVE GRADE, UNLESS OTHERWISE NOTED INCHES BELOW THE SURFACE OF THE SOIL. A MINIMUM OF 1 FOOT AND A MAXIMUM OF 3 FEET CLEARANCES SHALL BE MAINTAINED
AND SHALL BE ROUTED IN A DOWNWARD PATH TOWARDS GROUND BARS. FROM FOUNDATIONS. TOWER AND EQUIPMENT GROUND RINGS SHALL BE INTERCONNECTED WITH TWO GROUNDING CONDUCTORS OF
EQUAL LENGTH AND MATERIALS.
A3. GROUNDING CONDUCTORS SHALL BE KEPT AS SHORT AND DIRECT AS POSSIBLE WITH MINIMUM BEND RADIUS OF 12 INCHES.
D2. GROUND RODS SHALL BE BONDED TO GROUND RINGS AND INTERCONNECTING CONDUCTORS AT EQUAL INTERVALS OF APPROXIMATELY
A4. ALL BELOW GRADE CONNECTIONS SHALL BE CADWELD TYPE CONNECTIONS AND ALL CONNECTIONS TO EQUIPMENT AND GROUND BARS 10 FEET.
SHALL BE 2-HOLE BRONZE COMPRESSION CONNECTORS UNLESS OTHERWISE NOTED. PROJECT NO.: 17-5053.1
D3. WAVEGUIDE BRIDGE SHALL BE BONDED TO GROUND RINGS OR INTERCONNECTING CONDUCTORS WITH GROUNDING CONDUCTORS DRAWN BY: M. THOMAS
A5. CONTRACTOR SHALL INSTALL NEW PCS GROUNDING SYSTEM PER SPECIFICATIONS AND INTERCONNECT NEW SYSTEMS TO ANY EXISTING BONDED TO DIAGONALLY OPPOSED SUPPORT POSTS.
GROUNDING SYSTEMS AS REQUIRED BY NFPA 70 AND 780 (THIS APPLIES TO ELECTRICAL POWER DISTRIBUTION GROUNDING SYSTEM, PROJECT MANAGER: D. REVELS
LIGHTNING PROTECTION GROUNDING SYSTEM, COAX CABLE GROUNDING SYSTEM AND ANY OTHER EXISTING GROUNDING SYSTEMS). D4. GROUND BARS SHALL BE BONDED TO GROUND RING WITH SINGLE GROUNDING CONDUCTOR. CHECKED BY: D. REVELS
A6. GROUNDING CONDUCTORS SHALL BE BONDED TO CABLE SUPPORTS, ANTENNA FRAMES, AND ANY SUPPORT FRAMES OR RACKS USING D5. BONDS TO ANTENNA MASTS, FENCE POSTS, WAVEGUIDE BRIDGE, TOWER STEEL (UNLESS PROHIBITED BY TOWER MANUFACTURER) AND THIS DRAWING IS COPYRIGHTED AND IS
CADWELD OR MECHANICAL CONNECTIONS. THOSE BELOW GRADE SHALL BE EXOTHERMIC TYPE (CADWELD). ALL OTHER BONDS SHALL BE BRONZE 2-HOLE COMPRESSION THE SOLE PROPERTY OF THE OWNER. IT
FITTINGS UNLESS OTHERWISE NOTED. IS PRODUCED SOLELY FOR USE BY THE
A7. CONTRACTOR SHALL PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS, STAINLESS STEEL OWNER AND ITS AFFILIATES.
HARDWARE SHALL BE USED THROUGHOUT. REPRODUCTION OR USE OF THIS DRAWING
D6. GROUNDING CONDUCTORS MAKING A TRANSITION FROM ABOVE TO BELOW GRADE SHALL BE INSULATED FROM EARTH CONTACT BY
AND/OR THE INFORMATION CONTAINED IN
PASSING THROUGH PVC CONDUIT. THE CONDUIT SHALL EXTEND AT LEAST 6 INCHES ABOVE AND 12 INCHES BELOW GRADE LEVEL. IT IS FORBIDDEN WITHOUT THE WRITTEN
A8. GROUNDING CONDUCTORS EMBEDDED IN CONCRETE OR PENETRATING WALLS AND FLOORS SHALL BE ENCASED IN PVC CONDUIT. NO PERMISSION OF THE OWNER.
METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS UNLESS REQUIRED BY LOCAL CODES OR OTHERWISE INDICATED E - LIGHTNING PROTECTION
ON DRAWINGS. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS TO PREVENT MOISTURE PENETRATION AND VERMIN
INFESTATION. E1. IF EXISTING BUILDING HAS AN NFPA 780 AIR TERMINAL SYSTEM, EXISTING SYSTEM SHALL BE BONDED TO A GROUND BAR TO BOND
THE EXISTING SYSTEM TO THE NEW SYSTEM. SHOULD THE EXISTING SYSTEM COME WITHIN 8 FEET OF ANTENNA STRUCTURES,
A9. CONTRACTOR SHALL BOND PCS GROUNDING SYSTEM VIA THE MASTER GROUND BAR TO ALL METAL OBJECTS WITHIN 12 FEET OF EXISTING SYSTEM SHALL ALSO BE BONDED TO COAX GROUND BARS.
EQUIPMENT, CONDUIT AND CABLES. T I
E2. IF SITE IS IN A HIGH RISK AREA AND ANTENNAS DO NOT FALL WITHIN EXISTING CONE OF PROTECTION FOR BUILDING, AIR TERMINALS €N Q I N€€R I N C GROUP, 1 N C:
A10. BONDING OF GROUNDED CONDUCTOR (NEUTRAL) AND GROUNDING CONDUCTOR SHALL BE AT SERVICE DISCONNECTING MEANS. SHALL BE INSTALLED AT ANTENNAS. A SINGLE AIR TERMINAL MAY BE USED WHEN TWO ANTENNAS ARE MOUNTED ON SAME
BONDING JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250-28. STRUCTURE AND IT HAS BEEN DETERMINED THAT BOTH ANTENNAS WILL FALL WITHIN LIGHTNING CONE OF PROTECTION FOR SINGLE
AIR TERMINAL.
Al 1. CONTRACTOR SHALL VERIFY EXACT CONDUIT ROUTING FOR GROUNDING CONDUCTORS WHERE APPLICABLE. 13051 TELECOM PARKWAY, SUITE 100
T - GROUNDING REQUIREMENTS TEMPLE TERRACE, FLORIDA 33637
Al2. A GROUND LEAD IS REQUIRED ONLY FOR BTS SUPPORTED ON STEEL FRAME. AN ADDITIONAL GROUND LEAD IS REQUIRED IF CABLE (813) 615-1422
TRAY IS USED. T1. CONTRACTOR SHALL INSPECT AND TEST ANY NEW OR EXISTING T-MOBILE GROUNDING SYSTEM WITH A BIDDLE-MEGGER TESTER CERTIFICATE OF AUTHORIZATION 28767
UTILIZING THE FALL OF POTENTIAL METHOD AND CONTACT CONSTRUCTION MANAGER IF RESISTANCE EXCEEDS 5 OHMS AND SHALL
A13. CONNECTIONS TO CGB SHALL BE ARRANGED IN THE FOLLOWING THREE GROUPS: FIELD MODIFY GROUNDING SYSTEM AS NECESSARY TO ACHIEVE COMPLIANCE. TEST RESULTS AND CONCLUSIONS SHALL BE RECORDED
FOR PROJECT CLOSE-OUT DOCUMENTATION.
• SURGE PRODUCERS (COAXIAL CABLE GROUND KITS, TELCO CABINET AND POWER PEDESTAL GROUND).
• SURGE ABSORBERS (GROUNDING ELECTRODE RING OR BUILDING STEEL). T2. COAX CABLE OUTER CONDUCTORS (SHIELDS) SHALL BE GROUNDED USING COAX GROUNDING KITS AT A MINIMUM OF TWO POINTS,
• NON-SURGING OBJECTS (EGB GROUND IN BTS). INCLUDING AT ANTENNA AND AT MASTER GROUND BAR. THE COAXIAL CABLE SHALL NOT EXCEED 100 FEET BETWEEN GROUNDING ;J; ■ .Mobile
A14. DOUBLING OR STACKING OF ANY GROUNDING CONNECTIONS IS NOT ACCEPTABLE. KITS. 11
T3. GROUNDING CONDUCTOR CONSISTING OF 2-#2 AWG TINNED SOLID BARE COPPER WIRE SHALL BE BONDED TO WAVEGUIDE ENTRY stick together'
A15. ALL GROUND BARS SHALL BE INSTALLED WITH STAND OFF INSULATORS. GROUND BAR USING CADWELD CONNECTIONS. 300 CONCORD TERRACE SUITE zoo
SUNRISE, FL 33323
B - PREPARATION T4. 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.
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 T5. WHEN COAX CABLES ENTER A BUILDING FROM A TOWER, THE COAX GROUND BAR AT THE BUILDING SHALL BE CONNECTED TO THE
OPERATION SHALL BE RE-GALVANIZED IN ACCORDANCE WITH ASTM A780 USING "ZINC RICH" COATING AS MANUFACTURED BY ZRC EXTERNAL GROUND RING USING 2-#2 AWG BARE TINNED SOLID COPPER ISOLATED IN PVC CONDUIT.
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 T6. WHEN COAX CABLES ENTER A BUILDING FROM A ROOF TOP, THE COAX GROUND BAR AT THE BUILDING SHALL BE CONNECTED TO
INSTALLATION. THE MASTER GROUND BAR NEAR THE BTS USING #2 AWG STRANDED INSULATED COPPER CONDUCTOR (SEE BUILDINGS NOTES ON \\ M� D• S ///
THIS DRAWING FOR CONNECTION TO PRINCIPLE GROUND BAR AND BUILDING GROUND). \��4 �.•••"••"""•••.• ///
B2. GROUND BAR: ALL COPPER GROUND BARS SHALL BE CLEANED, POLISHED AND A NON-OXIDIZING AGENT ("COPPER SHIELD") `� �`,,'��GENS,(••• • ��
APPLIED. NO FINGER PRINTS OR DISCOLORED COPPER SHALL BE PERMITTED. `' ••••.•�
C - BUILDINGS = No. 751
s
Cl. ELECTRICAL CONTRACTOR SHALL PERFORM REQUIRED TESTING ON GROUNDING SYSTEM ONCE GROUNDING SYSTEM IS COMPLETELYCC
'
CONSTRUCTED AND BEFORE SERVICE POWER AND GROUND IS CONNECTED (SEE NOTE T1 FOR TEST DESCRIPTION). s
STATE OF •'��
C2. A #4/0 AWG COPPER CONDUCTOR SHALL BE ROUTED FROM MASTER GROUND BAR AT BTS SITE TO MAIN METAL COLD WATER PIPE
AND BONDED TO PIPE WITH BRONZE 2-HOLE PIPE CLAMP. CLAMP SHALL BE CONNECTED TO WATER PIPE WITHIN 5 FEET OF ENTRY �i '•.F�QR�Op.�• '�
OF PIPE INTO BUILDING WITH NO DEVICES BETWEEN ENTRY POINT AND CONNECTION AND SHALL COME IN CONTACT WITH PIPE FORA ��/�AS~•"•••••••'•'••' `a� \��
MINIMUM DISTANCE OF 4 INCHES. '�ONAL, ^lj /
C3. METAL RACEWAYS, ENCLOSURES, FRAMES AND OTHER NON-CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT SHALL BE KEPT ll1111 10 12 2
AT LEAST 6 FEET AWAY FROM LIGHTNING ROD CONDUCTORS OR THEY MUST BE BONDED TO LIGHTING ROD CONDUCTORS AT THE JEREMY D. SHARIT PE FL LIC 75137
LOCATION WHERE SEPARATION DISTANCE IS LESS THAN 6 FEET.
C4. A MASTER GROUND BAR (MGB) SHALL BE INSTALLED NEAR BTS WITH BUILDING PRINCIPAL GROUND BAR (BPG) INSTALLED NEAR
ENTRANCE OF MAIN METAL COLD WATER PIPE INTO BUILDING. A #4/0 AWG STRANDED COPPER DOWN CONDUCTOR (VERTICAL ATC WOODCREST
GROUND RISER) SHALL BE USED TO INTERCONNECT GROUND BARS.
C5. VERTICAL RISER SHALL CONSIST OF A #4/0 AWG (THWN) STRANDED COPPER CONDUCTOR INSIDE 3/4" CONDUIT. A2P0048-A
01
C6. CONTRACTOR SHALL BOND BUILDING PRINCIPAL GROUND BAR BPG NEAR MAIN METAL COLD WATER PIPE TO EXISTING BUILDING SOUTH ANGLE ROAD
( ) WEST
ST. LUCIE, FLORIDA 34945
GROUND RING AS WELL AS TO MAIN METAL COLD WATER PIPE WITH #4/0 AWG (THWN) STRANDED COPPER CONDUCTOR. (ST. LUCIE COUNTY)
C7. ANTENNA GROUND BARS (AGB) SHALL BE INSTALLED NEAR ANTENNAS AND SHALL BE BONDED TO MASTER GROUND BAR (MGB) WITH SHEET NAME
#2 AWG TINNED SOLID BARE COPPER CONDUCTOR.
GROUNDING
C8. IF CODES REQUIRE VERTICAL RISER TO BE ISOLATED IN CONDUIT, PVC CONDUIT IS PREFERRED. IF METALLIC CONDUIT IS USED, NOTES
GROUNDING BUSHINGS SHALL BE INSTALLED ON EACH END OF THE CONDUIT AND BONDED TO GROUND BARS USING #2 AWG (THWN)
STRANDED COPPER CONDUCTORS WITH GREEN INSULATION.
SHEET NUMBER
[GROUNDING NOTES 1 1 E2
2' 0' 1' 2' REV DATE DESCRIPTION
A 10/05/20 PRELIM PLANS
FOR 24"06" DRAWINGS 0 10/12/20 FINAL PLANS ISSUED
GRAPHIC SCALE: 1" = 1'-0"
FOR 11"x17" DRAWINGS
GRAPHIC SCALE: 1/2" = 1'-0"
PROJECT NO.: 17-5053.1
WAVEGUIDE BRIDGE DRAWN BY: M. THOMAS
(TYP.) PROJECT MANAGER: D. REVELS
CHECKED BY: D. REVELS
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
�9�1 ��, 9 1�_ AND/OR THE INFORMATION CONTAINED IN
IT IS FORBIDDEN WITHOUT THE WRITTEN
PROPOSED T—MOBILE PERMISSION OF THE OWNER.
EMERGENCY GENERATOR COVP
SHUT—OFF SWITCH C5
EXISTING T—MOBILE TELCO RRU (TYP.) FiNOIN€9RINO GROUP, INC:
ENCLOSURE
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i / I � PROPOSED T—MOBILE (513) 615-1422
i I 25KW DIESEL GENERATOR
PROPOSED T—MOBILE 200A., PROPOSED 2"0 CONDUIT FOR POWER i j I cERnFICAT of AU oRlznnoN 2e7s7
120/24OV, 10 UTILITY FROM EXISTING SERVICE TO PROPOSED ON PROPOSED 4'x9'
METER T—MOBILE 200A. UTILITY METER CONCRETE PAD
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� PROPOSED 2"0 CONDUIT FOR POWER I
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PROPOSED T—MOBILE � I
120/240V, 10 SERVICERVICE ENCLOSURE ¢/ � 130o CONCORD TERRACE SUITE zoo
DISCONNECT f Q I O SUNRISE, FL 33323
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A A A A A A A A A `��� ».....•••rye ////
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PROPOSED T—MOBILE 200A., ? NO. 751
120/240V, 1 PPC PROPOSED 3/4„ CONDUIT FOR (2) CAT5
ALARM CABLES FROM PROPOSED O O
ENCLOSURE GENERATOR TO EXISTING FCOA CABINET ® e
z � �
��: STATE OF •'��
PROPOSED -'4"0 CONDUIT FOR EMERGENCY i O
SHUT—OFF SWITCH W/ (2) #18 ��/�,(�a•.•F�ORfjOP,�
(1) PROPOSED 3/4"0 CONDUIT FOR �iONAL
BATTERY CHARGER & (1) PROPOSED
3/4"0 CONDUIT FOR GENERATOR BLOCK JEREMY D. SHARIT PE FL LIC 75137
HEATER FROM PROPOSED GENERATOR
TO PROPOSED T—MOBILE PPC ENCLOSURE
PROPOSED %"0 CONDUIT FOR ALARM ATC WOODCREST
WIRING FROM PROPOSED GENERATOR
TO PROPOSED T—MOBILE PPC ENCLOSURE
PROPOSED 2"0 CONDUIT FOR POWER A2P0048—A
FROM EXISTING SERVICE DISCONNECT 14101 SOUTH ANGLE ROAD
TO PROPOSED T—MOBILE PPC ENCLOSURE WEST ST. LUCIE, FLORIDA 34945
(ST. LUCIE COUNTY)
SHEET NAME
CONDUIT
ROUTING
PLAN
N SHEET NUMBER
ENLARGED CONDUIT ROUTING PLAN NTS E3
REV DATE DESCRIPTION
A 10/05/20 PRELIM PLANS
0 10/12/20 FINAL PLANS ISSUED
2P-40A 2P-60A
BTS SURGE
2P-40A 2P-50A
SPARE SSC
PROPOSED T-MOBILE 200A.,
120/240V, 10 UTILITY METER P-20A 1P-15A PROJECT NO.: 17-5053.1
ON EXISTING T-MOBILE H-FRAME SPARE BECEP DRAWN BY: M. THOMAS
PROJECT MANAGER: D. REVELS
P-10A 1P-20A1 17- CHECKED BY: D. REVELS
FROM UTILITY M SPARE __—F �7R
CHARGER
THIS DRAWING IS COPYRIGHTED AND IS
THE SOLE IT
(3) #3/0 & (14 GRID1P-20A IS PRODUCEDOPERTY SOLELYOFORHUSEW
)# BY THE
IN 2"0 CONDUIT BLOCK OWNER AND ITS AFFILIATES.
HEATER REPRODUCTION OR USE OF THIS DRAWING
THEIN
(3) 3/0 & (1) #4 GIRD AITDISOFORBDDENOWITHO T THHEATIONTAINED WRITfEN
IN 2"0 CONDUIT PERMISSION OF THE OWNER.
Qo PROPOSED T-MOBILE
(3) #3/0 & (1)#4 GRID
0 200A., 120/240V, 10
IN 2"0 CONDUIT a PPC ENCLOSURE
N
PROPOSED 200A.
SERVICE RATED BREAKER
CNGINI€RING GFI INC:
TC fgv,TiiRR PIANNSN®A RRTTRR TOM%RR®tl6
13051 TELECOM PARKWAY, SUITE 100
TEMPLE TERRACE, FLORIDA 33637
(3) 3/0 & (1) #4 GRID IN (813) 615-1422
2"0 CONDUIT
CERTIFICATE OF AUTHORIZATION 28767
PROPOSED 25KW
DIESEL GENERATOR
T • •Mobile:
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1300 CONCORD TERRACE SUITE 2DO
SUNRISE, FL 33323
ELECTRICAL ONE-LINE DIAGRAM NTS 1
PANEL NAME: T-MOBILE PANEL RATING 200 AMPS PHASE 1 200 MCB RATING 200 AMP
LOCATION: H-FRAME 120/240 VOLTS WIRE 3 MAIN LUG ONLY 65L AIC �` �����` °•,�
CKT DESCRIPTION KVAB AMP WIRE GND COND COND GND WIRE AMP KVA B CKT
DESCRIPTION s NO. 751
3 BTS 2-5 2.5 200/2 (E) (E) (E) (E) (E) (E) 60/2 _ _ SURGE 4 Zs STATE OF •'•�
5 SPARE 40/2 (E) (E) (E) (E) (E) (E) 50/2 4.8 - SSC 6 � °••N.....�OR��P`������
9 SPARE - - 20/1 (E) (E) (E) (E) (E) (E) 15/1 0.18 - RECEP 10 //////s/6NA�-
11 SPARE - - 10/1 (E /(E E 3/4" #10 #10 20/1 - 0.74 BATTERY CHARGER 12 �SHARITil PE FIL� 37
l ) l ) ( ) JEREMY D. SHARIT PE FL LIC 75137
13 SPACE - - - - - - 3/4" #10 #10 20/1 0.74 - BLOCK HEATER 14
15 SPACE - - - - - - - - - - - - SPACE 16
17 SPACE - - - - - - - - - - - - SPACE 18 ATC WOODCREST
19 SPACE - - - - - - - - - - - - SPACE 20
21 SPACE - - - - - - - - - - - - SPACE 22 A2P0048—A
23 SPACE - - - - - - - - - Ett5.05
SPACE 24 14101 SOUTH ANGLE ROAD
SUB TOTAL KVA(CONT) 0 0 SUB TOTAL KVA(CONT) wEsr (ST.T. LLUCIE COUNTY)FLORIDA 34945
SUB TOTAL KVA(N ON-C ON T) 2.5 2.5 SUB TOTAL KVA(NON-CONT) SHEET NAME
TOTAL KVA 16.3 67.8 TOTAL AMPS
NON-CONT+ 125% CONT. ONE—LINE AND
PANEL SCHEDULE
SHEET NUMBER
(PROPOSED PANEL SCHEDULE NTS 2 E4
4' 0' 2' 4' REV DATE DESCRIPTION
A 10/05/20 PRELIM PLANS
FOR 24"06" DRAWINGS GROUNDING KEY NOTES: 0 10/12/20 FINAL PLANS ISSUED
GRAPHIC SCALE: 1/2" = 1'-0"
FOR 11"x17" DRAWINGS O1 EXISTING T-MOBILE EQUIPMENT GROUND RING. CONTRACTOR TO VERIFY
GRAPHIC SCALE: 1/4" = 1'-0" SERVICEABILITY AND REPAIR/REPLACE AS NEEDED.
Q2 #2 AWG BOND TO EXISTING T-MOBILE GROUND RING.
K EY PROJECT NO.: 17-5053.1
♦ BOND DRAWN BY: M. THOMAS
INSPECTION WELL PROJECT MANAGER: D. REVELS
CHECKED BY: D. REVELS
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. 10
xx xx1
10 GROUP, INC:
RQF3�.'T#1@R>A>EAN1i1it®A»@l`1f'@R i'@MARR®tl6
---------------------------- -- ------- -- --------------%--------------------
l \
13051 TELECOM PARKWAY, SUITE 100
0/ 4/ - I TEMPLE TERRACE, FLORIDA 33637
/ \ (813) 615-1422
CERTIFICATE OF AUTHORIZATION 28767
(TYP.)
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1300 CONCORD TERRACE SUITE 200
SUNRISE, FL 33323
(TYP.) I
I J I
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2 1 `7 a No. 751
(TYP.)) i � 4 -
00
STATE OF
---- ------ ----- ------------------------------------------------------------------- //,,,�NA��1�01 12/2
JEREMY D. SHARIT PE FL LIC 75137
ATC WOODCREST
A2P0048—A
14101 SOUTH ANGLE ROAD
WEST ST. LUCIE, FLORIDA 34945
(ST. LUCIE COUNTY)
SHEET NAME
GROUNDING
PLAN
N ; SHEET NUMBER
GROUNDING DIAGRAM (TYP.) SCALE AS NOTED E5
REV DATE DESCRIPTION
A 10/05/20 PRELIM PLANS
0 10/12/20 FINAL PLANS ISSUED
FINISH GRADE
\\ \\ a PLASTIC TEST WELL
\\ \\\\ \\\\ oG¢°0 COVER
EXTERIOR GROUND PROJECT NO.: 17-5053.1
DRAWN BY: M. THOMAS
\\ \ \\\ \\\\ RING, #2 SOLID,
6" PVC TEST LOOP BARE, THINNED NO SLAG OR
\r PROJECT MANAGER: D. REVELS
z COPPER GROUNDING DEFORMITIES ALLOWED CHECKED BY: D. REVELS
CONDUCTOR
EXOTHERMIC EXOTHERMIC WELD THIS DRAWING IS COPYRIGHTED AND IS
CONNECTION (TYP.) GROUND CABLE (THERMOWELD THE SOLE PROPERTY OF THE OWNER. IT
N IS PRODUCED SOLELY FOR USE BY THE
1"x4" SLOT IN PVC OR EQUIVALENT) OWNER AND ITS AFFILIATES.
PARALLEL, NO REPRODUCTION OR USE OF THIS DRAWING
PIPE AT GROUND T—WELDS ALLOWED. AND/OR THE INFORMATION CONTAINED IN
CABLE LOCATION IT IS FORBIDDEN WITHOUT THE WRITTEN
11. PERMISSION OF THE OWNER. 10
3" COMPACTED MINIMUM BENDING RADIUS
SAND FILL 45 DEGREES, TYPICAL
JUMPER, #2 SOLID, BARE, TINNED N@ I N€ R I 10 GROUP, 1 N C:
COPPERCLAD STEEL COPPER GROUNDING CONDUCTOR TAe T1€��Ea�rllet®�axT�xmt� ®W
GROUND ROD
x 10' (TYP.)
13051 TELECOM PARKWAY, SUITE 100
TEMPLE TERRACE, FLORIDA 33637
(813) 615-1422
CERTIFICATE OF AUTHORIZATION 28767
76,
6
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NOTE: stick together'
ALL WORK SHALL CONFORM TO THE LOCAL
73 OCONCORD TERRACE SUITE 200
BUILDING CODES. DEPTH MAY VARY. SUNRISE, FL 33323
GROUND ROD INSPECTION WELL DETAIL NTS 1 EXOTHERMIC WELD DETAIL NTS 2
FINISHED GRADE E COLD GA VANIZE t
AFTER COOLING. z
�•: STATE IDF •'��
cn FENCE POST i •'.
\x �\ COMPACTED BACKFILL �� `' •••• OR`� •• �'`\
o wVA.I�\ \�AA�AA TO 95% OF PROCTOR
D_w /\ \ \ \ DENSITY / \\
o \j\j\ 12/2
0 m /�\ \' / / JEREMY D. SHARIT PE FL LIC 75137
WARNING TAPE
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Off
M — ATC WOODCREST\\ \ '<7CONCRETE
18" TRENCH OR WIRAWG BARE, TINNED,E TO B S GROUND
/ FOOTING
AS REQUIRED BY WIRE
A2P0048—A
POWER/TELEPHONE RING. \\ \\\\\ 14101 SOUTH ANGLE ROAD
COMPANY / \ \\+,'' \\ \\ WEST ST. LUCIE, FLORIDA 34945
. (ST. LUCIE COUNTY)
\�j\\,••: .:- /\\/� SHEET NAME
VA\VA\VA\ GROUNDING
D ETAI LS
SHEET NUMBER
UTILITY TRENCH DETAIL NTS 3 FENCE POST BONDING DETAIL NTS 4 E6