HomeMy WebLinkAboutPLANSat&t
RECEVED
JAN 0 4 2019
permitting Department
St. Lucie county
RIVERPARKST. LUCIE COUNTY
PLAN REVIEW
(FA 10016792)
SCANNED BLDG:
DATE:
Py 1,
St. Lucie COunty ELEC */v
DATE: 191
PLUMB:
1480 DYER ROAD DATE:
PORT ST LUCIE, FL 34952 MECH:
DATE:
FN 6C, 4T4R PCS, -8WE AWS OVERLAY
LOCAL MAP
PROPERTY SUMMARY
PROJECT DESCRIPTION
INDEX OF DRAWINGS
"77
C"
� As!Q\ I
E=
3414-501-0716-000-0
PROPERTY OWNER
AMERICAN TOWER SYSTEMS. INC.
P.O. BOX 723597
ATLANTA, GA 31139
LATITUDE
27.32451cr N
LONGITUDE
80.31123f 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. INSTALLATION OF NEW ANTENNA MOUNT (WILL CAUSE THE
SITE TO BE OFF —AIR FOR APPROXIMATELY 3 TO 7
DAYS).
5. THE SCOPE OF WORK CONSISTS OF PROPOSING A
WIRELESS INSTALLATION:
REMOVAL OF (3) EXISTING RRUS (REMOTE RADIO UNITS)
INSTALLATION OF (6) NEW RRUS (REMOTE RADIO UNITS)
IN ANTENNA AREA
INSTALLATION OF (3) NEW RRUS (REMOTE RADIO UNITS)
IN SHELTER AREA
SHT.
NO.
DESCRIPTION
REV.
NO.
TI
TITLE SHEET
0
T2
GENERAL NOTES
0
—
COMPOUND PLAN
0
C2
ELEVATION AND ANTENNA PLANS
0
—
C3
DETAILS
0
C4
AN-1
DETAILS
ANTENNA SCHEDULE
0
0
El
DO ELECTRICAL DETAILS
0
VICINITY MAP
DESIGN CRITERIA
CODE COMPLIANCE
4-e
Ll
--4RISK
0 I�
ys
ITE LOCATION
T..
al
L
v -
DESIGN WIND SPEED: 160 MPH (ULTIMATEo 3-SECOND GUST)
124 MPH (NOMINAL. 3-SECOND GUST)
EXPOSURE. C
CATEGORY: 11
OPEN STRUCTURE
ALL WORK AND MATERIALS SHALL BE PERFORMED AND
INSTALLED IN ACCORDANCE WITH THE CURRENT EDMONS 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. NAT10NAL 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 APPUCABLE
STANDARDS.
5. UFE SAFETY CODE NFPA-101-2015.
6. FLORIDA FIRE PREVENTION CODE. 6th EDnlON (2017).
7. AMERICAN INSTITLRE OF STEEL CONSTRUCTION (AISC)
360-10 AND 341-10.
8. UNDERWRITERS LABORATORIES (U.I-)
APPROVED ELECTRICAL PRODUCTS.
9. LOCAL JURISDICTIONAL REQUIREMENTS.
10. CrrY/COUNTY ORDINANCES.
—
—
RF DESiG N VERIFICATION
DESIGN BASED ON RFDS #2104814
REV 0.1 DATED 12/18/17.
CONTRACTOR SHALL REQUEST
CURRENT RFDS AND CURRENT
WORKBOOK FROM MASTEC NETWORK
SOLUTIONS CONSTRUCTION MANAGER
PRIOR TO CONSTRUCTION
'REV
DATE
DIMCRIPTION
A
5/3/18
PRE11MINARY
B
9/6/18
REASED
0
9/11/18
PERMIT
APX NO.:
1!-0153.22
F=ECT
D By..
C. BELLO
CHECKED BY.
M. ABBE_,
IQ ra- omry
1.' FOR THE PURPOSES OF THESE CONSTRUC-nON DRAWINGS. THE FOLLOWING DEFINITIONS SHALL APPLY:
2.
3.
4.
5.
6.
7.
10.
ii.
12.
13.
14.
15.
OWNER - AT&T MOBILITY
64GINEER - APX ENGINEERING GROUP, LLC.
CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION)
PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL MSF 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
SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER.
A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES.
THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WEU. IN ADVANCE OF THE
CONSTRUCTION START DATE.
LABOR, MATERAL� TOOLS. EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL TO
COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. LABOR AND MATERIALS
SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A
COMPLETE INSTALLATION. WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS.
FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. THE CONTRACTOR
SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO
PROCEED.
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
THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE
INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER.
THE CONTRACTOR SHALL OBTAIN. PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION, INCLUDING UTILITY
CONNECTION FEES, ETC., REQUIRED 13Y THE AUTHORITIES HAVING JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER
PRIOR TO FINAL ACCEPTANCE OF THE WORK.
THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION.
ALL NECESSARY PROASIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS. LANDSCAPING, PAVING. CURBS, GALVANIZED
SURFACES. ETC. AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE CONSTRUCTION
WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL
WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER.
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 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.
ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS
EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS
TAKE PRECEDENCE.
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
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
LOCAL AND STATE CODES, ORDINANCES AND APPUCA13LE REGULATIONS.
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES. USING THE BEST SK11 I q AND ATTENTION. HE SHALL BE
SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEQUENCES AND PROCEDURES AND FOR
COORDINATING ALL PORTIONS OF THE WORK, INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE
OWNER'S AUTHORIZED REPRESENTATIVE.
WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROMDE A COMPLETE SET OF AS -BUILT
DRAWINGS. SWEEP TEST. CYLINDER TESTS. LIEN RELEASES, AND OTHER cLosEourr DOCUMENTATION AS REQUIRED BY THE OWNER. ALL
SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERAT10N PRIOR TO THE
OWNER'S ACCEPTANCE.
GENERAL NOTES
1. THE APPROPRIATE UTILITY LOCAMNG SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY
THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES.
2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORMES.
3. ALL ENISTING 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 RELOrATED AS DIRECTED BY
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.
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
EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES.
6. DISTURBANCE TO THE EXISTING SITE DURING'CONSTRUCTION SHALL BE MINIMIZED.
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 UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT
SHELTER AND TOWER AREAS AND THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,F REQUIRED
DURING CONSTRUCTION. SHALL 13E IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL
B. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.
9. EACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED.
CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS. BOULDERS, OR OTHER DELETERIOUS MATERIAL
10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL
11. SITE SIGNIAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED
IN THESE DRAWINGS.
I SITE WORK NOTES 121
1. MATERIAL*
A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AJSC 'STEEL CONSTRUCTION MANUAL�.
B. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM Al2.3 AND
ASTM A153 STANDARDS.
C. ALL STRUCTURAL PLATES. ANGLES, AND CHANNELS SHALL BE ASTM A36 AND -HOT DIPPED- GALVANIZED IN ACCORDANCE WITH
ASTM A123 AND ASTM A153 STANDARDS.
D. ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (FY=46ks-l). AND "HOT DIPPED' GALVANIZED IN ACCORDANCE WITH AsTm A123
AND ASTM A153 STANDARDS.
E. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (FY=42ks!). AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH
ASTM A123 AND ASTM A153 STANDARDS.
F. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B. AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM
A123 AND A.�TM A153 STANDARDS.
2. DESIGN. FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO ASC STEEL CONSTRUCTION MANUAL
3. WELDING,
A. ALL WELDS. WELDERS. AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1. LATEST REASION.
B. ALL WELDS SHALL 13E MADE WITH E70XX LOW HYDROGEN ELECTRODES.
C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING.
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.
5. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERVASE.
6. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A WINNER SO THAT
THERE WILL NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE
MANUFACTURER'S INSTRUCTION.
7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE 'A
MANUAL OF STEEL CONSTRUCTION.
8. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN Xs INCH TOLERANCE. STRUCTURAL STEEL SHALL
NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WFHOUT APPROVAL OF THE ENGINEER.
9. THE CONIPACTOR/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
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 SPILICES.
11. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS.
12. SUBMIT ORIGINAL SHOP DRAWINGS. INCLUDING COMPLETE DETAILS. SCHEDULES OF FABRICATION AND ASSEMBLY. PROCEDURES. AND
DIAGRAMS. INCLUDE DETAJLS OF CUTS. CONNECTIONS, CAMBER. HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AVIS
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 AS WORK OF OTHERS' SECTIONS.
1 STEEL NOTES 1 3�
'm
DAM
DESCRIPTION
A
5/3/18
PRELIMINARY
B
9/6/18
REVISED
0
9/11/18
FOR PERMIT
APX PROJECT NO.:
18-0162122
_2RAWN By..
C. BELLO
I. CHECKED BY.
M. ABBEY
THIS DRAWING IS COPYRIGHTED AND IS
THE SOLE PROPERTY OF THE OMER. rr
IS PRODUCED SOLELY FOR USE By THE
OWNER AND rrS AFFILIATES.
REPRODUCTION OR USE OF THIS DRAMNO
AND/OR THE INFORMATION CONTAINED IN
IT IS FORBIDDEN WITHOUT THE WRTUEN
PMMISSION OF THE OWNER.
A
a
ENGINEERING GROUP
�O UXUIDE DRNE. SURE 525
Ml�. FL 33U7
(95,1) 744-lMS
CER`R9CITE OF AMORWON 319M
at&t
9501 W SUNRISE WULWARD
PlMtATION. M XIM
% ER
o 8 19/
ST
A% -
DATE F SIG R 9/11/18
RIVERPARK
1480 DYER ROAD
PORT Sr WCIE. FIL 34952
GENERAL
NOTES
T2
EXISTING SPRINT
CONCRErE EQUIPMENT PAD
EXISTING COAX
BRIDGE (TYP.)
EXISTING AT&T CABLES
—X—X—X—X—X—X—X—X—X—
A/C I I A/C
EXISTING
EQUIPMENT SHELTER
(US GOVERNMENT)
EXISTING
GRAVELED
AREA
EXISTING AT&T
EQUIPMENT SHELTER
A/C
EXISTING
ATC
EQUIPMENT
SHELTER
-X-X-X-X-X-X
EXISTING
SPRINT
EQUIPMENT
SHELTER
EXISIIING SPRINT
EQUIPMENT CABINEr
(TYP. OF 2)
EXISTING SPRINT
UTILITY H—FRAME
)cx x- x- x
F" EXISTING 12'* WIDE
A/C ACCESS GATE
EXISTING 200'±
GUYED TOWER
EXISTING VERIZON
EXISTING 16':1: WIDE x WIRELESS UP GENERATOR
ACCESS GATE
EXISTING 6' HIGH CHAJN—UNK
FENCE W/ 3—STRAND BARBED
WIRE
z EXISIIING UTUTY
H—FRAME (TYP.)
x x . X—X—X.—X—X—1
EXISTING 13'* WIDE
ACCESS GATE
EXISTING VERIZON
WIRELESS UP TANK
EXISTING VERIZON
WIRELESS EQUIPMENT
CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS CABINET (TYP. OF 3)
NEEDED TO CREATE SPACE FOR PROPOSED CABLES.
0 r v w
COMPOUND PLAN 1
'REV
DATE
DESCRIPTION
A
5/3/18
PRELIMINARY
8
9/6/18
REMSED
0
9/11/18
FOR PERMIT
APX PROJECT NO.:
18-0163.22
DRAWN BY:
C. BELLO
CHECKED BY.
M. ABBEY
THIS DRAWING IS COPYRIGHTED AND IS�
THE SOLE PROPERTY OF ME OWNER. IT
IS PRODUCED SOLELY FOR USE�EIY THE
OWNER AND ITS AFFILIATES.
REEPRODUCTION OR USE OF THIS DRAVANG
AND/OR THE INFORMATION CONTAINED IN
IT IS FORBIDDEN WITHOUT 714E WRITTEN
PERMISSION OF THE OWNER.
a
ENGIN BERING GROU P
�O WESIDE O"� SUM 525
Ml�. F. W027
(954) 744-1�8
CIOTORCATE OF AMORIUATION 31948
6�i�
aw
ITON. R- W 2
7ER
..........
E ry
85 9
F
OR I'D
N Al -
DATE OF SIGNAM 9 11/18
RIVERPARK
1410 DYER ROAD
PONT ST LUCIE FL 34952
MEET N)IME
COMPOUND
PLAN
SHEET NUMBER
c 1
0 r 09M OF EXISTING AT&T ANTENNAS
RAD R OF EXISTING SPRINT/NE)crEL ANTENNAS
EL
172TY
VILE
617 OF EXISTING VERIZON WIRELESS ANTENNAS
� r dZYR OF EXISTING SPRINT ANTENNAS
RA:D C OF EXISTING US GOVERNMENT ANTENNAS
� r IvOl OF EXISTING US GOVERNMENT ANTENNAS
1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ADVISE MASTEC CONSTRUCTION MANAGER
OF THE ESTIMATED SITE DOWN TIME.
2. THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION AND HEIGHT OF THE
PROPOSED ANTENNAS ON THE EXISTING TOWER. CONSTRUCTION SHALL NOT PROCEED
UNTIL A STRUCTURAL ANALYSIS REPORT HAS BEEN COMPLETED BY A PROFESSIONAL
ENGINEER REGISTERED IN THIS STATE, CONCLUDING THAT THE EXISTING TOWER IS
STRUCTURALLY ADEQUATE TO RESIST THE EXISTING AND PROPOSED LOADS.
ELEVATION
rall
r
gga 03
p
NOTE,
REFER TO CURRENT RFDS FOR
EQUIPMENT MODELS.
EXISTING AT&T RAYCAP
FIBER DISTRIBUTION
UNIT (TYP. OF 2) ,
EXISTING AT&T RRLIS-12
TO BE REMOVED
CM. OF 3)
EXISTING AT&T ANTENNA
(TYP. OF 9)
ELEV. EXISTING AT&T RRUS-11
IqO'± (TYP. OF 3)
SE—CTO%o
A7. FF 6
EXISTING AT&T krrENNA
MOUNT (TYP. OF 3)
EXISTING AT&T RRUS-32
(TYP. OF 3)
I EXISTING ANTENNA PLAN NTsl 2 1
1( 51
NM
REFER TO CURRENT RFDS
FOR EQUIPMENT MODELS.
1 PROPOSED ANTENNA PLAN
EXISTING AT&T RAYCAP
FIBER DISTRIBUTION
UNIT (TYP. OF 2)
PROPOSED AT&T
RRLIS-4426 BOB
(TYP. OF 3)
PROPOSED AT*T
RRLIS-4415 B25
(TYP. OF 3)
EXISTING AT&T ANTENNA
(TYP. OF 9)
EnLEV. EXISTING AT&T RRUS-11
IqO':i: (TYP. OF 3)
�T"
Z
SAZ FF OF
EXISTING AT&T ANTENNA
MOUNT (TYP. OF 3)
'vk
-32
EXISTING AT&T RRUS
0 (TYP. OF 3)
'REN
DATE
DESCRIPIR ON
5/3/18
PRELIMINARY
B
91
REVISED
0
9/11/18
FOR PERMIT
I
APX PROIEIT NO.:
18-0163.22
7 _
RA;W a.
c. saLo
mEcKm By.
ME ABBEY 7
THIS DRAWING IS COPYRGHTED AND IS
THE SO� PROPUM OF THE OWNEF- IT
IS PRODUCED SOLELY FOR USE By THE
OWNER AND ITS AFFILIATES.
REPMOUCTON OR USE OF THIS DRAWING
A4D/OR THE INFORMATION CONTAINED IN
IT IS FOREIDDE31 WITHOUT THE WRITTEN
PERMISSION OF THE OWNM
A
a
ENGINEERING GROU?
�00 IMESIDE DRJM SUITE 525
MIRAMAR. R 33027
(954) 744-1538
CEMCAM OF AUTHORIWON 31948
&�, at&t
8601 W SUNRISE BOUUWMD
P�AMON. R 33322
ER
N 85 9
cz
STA
0 R I'D
...... *' %
p NAk- - .%%
DATE OF SIGHATURL- 9/1
RIVERPARK
T DYM ROAD
PORT ST LUCIE. FL 34952
SHEET NAME
ELEVATION AND
ANTENNA PLANS
SHEET NUMEMER
N T
J
S C2
L
PROPOSED AT&T APPROVED
MOUNTING BRACIKEr
CrYP. OF 2 PER RRU)
PROPOSED AT&T
RRU CFYP.)
EXISTING ANTENNA
MOUNTING PIPE
NOTES'
1. UNIT SHALL BE MOUNTED AS PER
MANUFACTURER'S RECOMMENDATIONS.
2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A
'SNUG FIGHT" CONDITION AS DEFINED BY AJSC.
(NOT USED)
11
(NOT USED)
12
RRU MOUNTING DETAIL INITS
13
((NOT USED)
(NOT USED)
(NOT USED)
6
rREV
DATE
DESCRIPMON
A
5/3/18
PRELIMINARY
B
9/s/18
REVISED
0
9/11/18
FOR PERMIT
APX PROUECT NO.:
18-0153.M
DRAWN BY.
C. BELLO
CHECKED BY.
M. ABBEY _4
THIS DRAWING IS COPYRIGKTED AND IS
THE SOLE PROPERTY OF THE OWNER. IT
IS PRODUCED WLELY FOR USE BY ME
OWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF TIIIS DRAVANG
AND/011 THE INFORMATION CONTAINED IN
IT IS FORBIDDEN WITHOUT THE WRITTEN
PERMISSION OF THE OWNER.
- A
(3
A
ENGINEERING GROUP
�00 L&KESIDE DRIVE. SUITE 525
MIRA�. F1 33027
(954) 744-1538
CENRnwe OF AMORI�=N 31948
8601 W SUNRISE BOULEVARD
PLANTATION. 9- 33322
%%�\s4till 0z
852
Cc
s 0 F
% %
NAl_
Q�MGMATUR�r- 9/11/10
RIVERPARK
1480 DYER ROAD
PORT ST LUCIE. FL 34952
DETAILS
C3
N1.1
)l
h
X
@
H
z'5
LEGEND, D
A SECTOR GROUND BAR (TYP)
B COLLECTOR GROUND BAR
C ANTENNA
D SINGLE PAR FIBER & DC POWER
E 1/2- JUMPER CA13LE CrYP)
F MOUNT PIPE
G DC POWER & FIBER TO RAYCAP UNIT
H REMOTE RA610 UNIT (RRU) (IF APPLICABLE)
I DC6 RAYrAP SURGE SUPPRESSOR (IF APPLICABLE)
J #2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP.) 2
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 OC POWER CABLE SHIELD TO EXTERNAL HATCH PLATE GROUND BAR.
3. PROVIDE GROUND CONNECTION FOR DO POWER CABLE SHIELD TO "P" SECTION OF CRGE WITHIN SHELTER.
4. CONTRACTOR SHALL USE THEFT RESISTANT GROUND WIRES AND BARS WHEN FEASIBLE.
5. CONTRACTOR SHALL MANTAN 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.
tXIh I INU JKUUNU
BAR
#2 AWG SOUD BARE OR
JACKETED TINNED COPPER
(TYP-)
%" SS WASHER
%")ry4' SS BOLT
SS WASHER
SS LOCK WASHER
SS NUr
NOTES,
1. UTILJZE EXISTING AT&T GROUND BARS AND GROUNDING.
2. ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSMONS.
3. REFERENCE AT&T BONDING & GROUNDING PRACTICE TP76416.
rREV
DATE
DESCRipnON
A
5/3/18
PRELIMINARY
B
9/s/is
REVISED
a
9/11/18
FOR PMIAiT
APX PROJECT NO.:
le-Olum
DRAWN BY:
C. BELLO
ABBEY
THIS DRAWING IS COPYPJGKrED AND IS
THE SOLE PROPERTY OF THE OWNER. rr
IS PRODUCED SOLELY FOR USE EY ME
OWNER AND IS AFFILIATES.
IEPRODUCIION OR USE OF THIS DRAWING
AND/OR THE INFORMATION CONTAINED IN
A
a
ENGINEERING GROUP
MOO MMDE )�. SUITE 525
MIRANAR. R 33027
(954) 744-1538
CERnFICATE OF AUTHOMMON 31948
TYPICAL GROUND BAR CONNECTION DETAIL NTsj
2
�? at&t
1.
RECORD DRAWINGS: MAINTAN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS
8501 W SUNRISE BOULINARD
PUMMON, FL M322
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.
%
\s7_ER 0/.
2.
GUARANTEEtVARRANTY. GUARANTEE INSTALLAT10N TO BE FREE OF DEFECTS, SHORTS, GROUNDS.
ETC.. FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIAL. AND/OR
<'v .......... 4 >' ee
I
41: .-'\rElVS-_
WORKMANSHIP WILL BE REPAJRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO
:%
THE 0 - WNER FOR PERIOD OF WARRANTY.
N 852
3.
ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP
EDGES.
cj:
4.
ELECTRICAL METALUTC TUBING (EWr) OR RIGID NONMETALLIC CONDUIT (I.E.. RIGID PVC
ST
SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)
SHALL BE USED FOR EXPOSED INDOOR LOCATIONS.
4
5.
UQUID-11GHT FLEXIBLE METALLIC CONDUIT (UQUID—TTE FLEX) SHALL BE USED INDOORS AND
C
OUTDOORS. WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED.
AIL-
B.
WIREWAYS SHALL BE EPDXY —COATED (GRAY) AND INCLUDE A HINGED COVER. DESIGNED TO
DATE OF SIGNATU 9/11/15
SWING OPEN DOWNWARD: SHALL BE PANDUff 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
RIVERPARK
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 NIEMA 1
(OR BETTER) INDOORS. OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.
14W DYER ROAD
PORT ST LUCIE. FL 34952
9.
NONMETALLIC RECEPTACLE, SWITCH. AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;
SHEET NAME
AND RATED NFMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER)
OUTDOORS.
10.
CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416.
DETAILS
ANTENNA GROUNDING SCHEMATIC (TYP.) ml 11 GROUNDING NOTES 1,31 [ C4
DC / FIBER DEMARCATION BOX
RAYCAP DC FIBER DEMARCATION BOX
CA13LES
MOUNTING HEIGHT
MODEL
�UANTIT�Y
MODEL
TR/P�ur
!LENGrH
PER LINE
±lgo,—O"
DC6-48-60-18-8F
2
ROSENBERGER (18) PAIR FIBER TRUNK
L&
13/8-1
2 I
(E)
ONDUCTOR SHIELDED DC CABLEJ
3/4-1
4
(E)
ANTENNA AND COAX SCHEDULE
ANTENNA
CABLES
RRU A2
TMA
DIPLEXER
m
SECTOR
AZIMUTH
RAD
CF R
ANTENNA
MAKE
ANTENNA MODEL
ANTENNA
(OTY)
MECH
DOWNTILT
ELECT
DOWNTILT
CABLE MODEL
SIZE
OF
CABLE LENGTH
LINE
COLOR
CODE
MODEL
OTY.
QTY.
MODEL
QTY.
MODEL
TOWER
OUANITTY
GROUND
OUANTITY
Q
ALPHA (Al)
345'
lg(),—O-
ANDREW
SBNHH—lD859
1
ROSENBERGER FIBER JUMPER (DC6 TO RRU
1B.
1
—PER
15'
1 RED
RRUS-12 (G)
1
—
—
—
—
2
ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU
7 16"
1
RRUS-32
1
—
—
—
—
—
1/2- COAX JUMPER (RRU TO ANTENNA)
1 2
b
—
—
—
—
1-5/8" COAX
1-5/8"
2
ALPHA (A2)
ALPHA (A3)
345-
lgo,—O"
ANDREW
SBNHH—lD85B
ROSENBERGER FIBER JUMPER (DC6 TO RRU)
3/8"
15'
3 RED
RRUS-11
1
—
ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU)
7/16"
2
§0:
RRUS-4415 825
1
—
1/2- COAX JUMPER (RRU TO ANTENNA)
1/2'
1 5
1
—
—
ALPHA (A4)
345'
190'-0"
ANDREW
SBNHH—lD85B
ROSENBERGER FIBER JUMPER (DC6 TO RRU)
3/8-
2
15,
4 RED
RRUS—B14 4478 (G)
1
—
2
ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU)
7/16-
1
15,
RRUS-4426 B66
1
—
—
1/2- COAX JUMPER (RRU TO ANTENNA)
1/2-
6
IO'_
—
—
1 5/8- COAX
1-5/s"
2
(E)
—
—
—
BETA (Bl)
85,
190'-0"
ANDREW
SBNHH—IDBSB
I
ROSENBERGER FIBER JUMPER (DC6 TO RRU)
3/8'.
1
isr
1 BLUE
RRUS-12 (G)
1
—
2
ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU)
7/16-
1
15'
RRUS-32
1
—
—
-
1/2- COAX JUMPER (RRU TO ANTENNA)
1/2"
6
10,
1-5/8" COAX
1-5/8-
2
E)
BETA (B2)
BETA (83)
85,
190--o-
ANDREW
SBNHH—lD85B
ROSENBERGER FIBER JUMPER (DC6 TO RRU)
3/8"
3
15'
3 BLUE
RRUS-11
I
—
ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU)
7/16-
2
15'
RRUS-4415 B25
1
—
1/2- COAX JUMPER (RRU TO ANTENNA)
112"
6
10'
—
—
BETA (B4)
85'
190--o-
ANDREW
SBNHH—lDB58
ROSENBERGER FIBER JUMPER (DC6 TO RRU)
318-
2
15,
4 BLUE
RRUS—EI14 4478 (G)
1
—
2
ROSENBERGER SINGLE PAIR DC CABLES (DCS TO - RRU)
7/16"
1
15,
RRUS-4426 B66
1
—
—
1/2" COAX JUMPER (RRU TO ANTENNA)
1/2-
6
lO'_
—
—
1-5/8" COAX
1-5/8-
2
(E)
—
—
—
GAMMA (01)
240'
go,—o-
ANDREW
SBNHH—lDS59
ROSENBERGER FIBER JUMPER (DC6 TO RRU)
318-
1 1
1 15'
1 GREEN
RRUS-12 (G)
1
—
2
ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU)
7/16-1
1
1 1§
RRUS-32
I
—
—
1/2- COAX JUMPER (RRU TO ANTENNA)
1/2
1 5
1 0;
1-5/8" COAX
2
(E)
GAMMA (G2)
—1-5/8-
GAMMA (G3)
240'
1 go,—o-
ANDREW
SBNHH—lD859
ROSENBERGER FIBER JUMPER (DC6 TO RRU)
3/8..
3
15'
3 GREEN
RRUS-11
I
I —
I —
ROSENBERGER SINGLE PAIR DC CABLES (OC6 TO RRU)
7/16-
2
15,
RRUS-4415 B25
1
—
—
1/2" COAX JUMPER (RRU TO ANTENNA)
1/2-
6
__To�
—
—
—
GAMMA (G4)
240'
go,—o-
ANDREW
SBNHH—lD8513
ROSENBERGER FIBER JUMPER (DC6 TO RRU)
3/8"
2
15'
4 GREEN
RRUS—B14 4478 (0)
1
—
—
2
ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU)
7/16"1
1
RRUS-4426 B66
1
—
—
—
1/2- COAX JUM ER (RRU TO ANTENNA)
1/2
1 6
O�:
1
—
—
—
1-5/8" COAX
1-5/8"1
2
1
DELTA (Dl)
DELTA (D2)
DELTA (D3)
DELTA (D4)
—
TOTAL EXISnNG 9
TOTAL REMOVED 0
OTAL REPLACED 0
T OVERALL TOTAL 9
TOTAL
12
(E)
TOTAL
18
0
TOTAL
0
TOTAL 1
0 1
12 1
0
FIBER
1-8
270'
(E) = EXISTING
(G) = GROUND
P—OWER
12
180,
JUMPER
54
540'
_Wlf"
CABLES
3
360'
—
�ANTENNA AND COAX SCHEDULE
'REV
DATE
DESCRIPTION
A
5/3/18
PREUMINMY
8
9/6/18
REVISED
a
9/11/10
FOR PERMIT
APX PROJECT �O.:
1 !--Olw.H
DRAVIN BY.
1. OE1113
L CHECKED BY.
M. ABBEY
MSL Counties
3 - Hex port Antennas
ANTENNA POSMON #11 ANTENNA P(3SMCN#3
NOTES-
1. CONTRACTOR SHALL USE ERICSSON PROVIDED DC POWER CABLE CONNECTOR,
2. CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES.
ANTENNAPOSMON94
) 1 7
20A
25A
-f '�- - — — -& — — ( F 700 LTE
25A -E3- — — —
30A - — — — — — — — -- ---
KEYNOTE LEGEND-
1 . -48V DC POWER PLANT.
2. (1) RACK MOUNTED RAYCAP OC SURGE PROTECTOR (DC6-48-60-RM).
3. RAYCAP FIBER AND DC DISTRIBUTION UNT (DC6-48-60-16-8F).
4. #8 AWG CONDUCTORS.
5. PROVIDE (2) 6-CONDUCTOR #8 AING BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP
SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER.
6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS.
7. PROVIDE 20A CIRCUIT BREAKER FOR WCS RRH UNITS.
'REV
DATE
DESCRIPTION
A
5/3/18
PREUMINARY
8
9/6/18
REIASED
0
9/11/18
FOR PERMIT
APX PROJ
DRAWN BY.
C. BELLO
CH KIM UY.
M. ABBEY
THIS DRAWING IS COPYRIGHTED AND IS
THE SOLE PROPERTY OF THE OWNER. Fr
IS PRODUCED SOLELY MR USE BY THE
OMER AND ITS AFFILIAIES.
REPRODUCTION OR USE OF THIS DRAWNG
ANO(OFICTHE INFORMATION CONTAINED IN
IT S RSIDDEN WTTHOLT THE WRnTEN
PERMISSION OF �E OWNER.
a
ENGINEERING GROUP
�O LWESIDE DRWF, SUITE 525
Ml�. F. 33027
(954) 744-1538
CERIIFI�X OF AMHORRAMON 3194a
,Walm
SUMSE BOU�MD
P�AMN, FL W322
ER
%
IV
8521
ST14��F
..4
%%
A% -
DATE OF SIGNATUR g/11/18
RIVERPARK
1480 DYER ROAD
PORT ST LUCIF FL 34952
DC ELECTRICAL
DETAILS
MEN
RISER DIAGRAM (TYP. PER SECTOR) 111 DC RISER DIAGRAM 12 1 [ El