HomeMy WebLinkAboutPLANSSCANNED
BY
St. Lucie County
HL-E WRYGEMENT
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TECH IGI
L700 INSTALLATION `
LOCAL MAP
PROPERTY SUMMARY
PROJECT DESCRIPTION
INDEX OF DRAWINGS
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3403-502-0055-020-3
PROPERTY OWNER
SBA TOWERS II LLC
8051 CONGRESS AVE
BOCA RATON. FL 33487
jATITUD
1 INTENDED FOUR COMMUNICATIONSFACILITY IS NOT
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.
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DESCRIPTION 2/1-
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T1
TITLE SHEET
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T2
NOTES
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COMPOUND PLAN
0
C2
ELEVATION
1
C3
ANTENNA LAYOUTS
0
C4
DETAILS
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27.373760 N
4. THE SCOPE OF WORK CONSISTS OF MODIFYING THE
EXISTING WIRELESS INSTALLATION:
C5
ANTENNA MOUNT DETAILS
0
, SITE LOCATION ►�
1 4 �
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LONGrrUD
80.322445
80.322445 W
REMOVAL OF (3) EXISTING ANTENNAS
INSTALLATION OF (3) NEW ANTENNAS
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GROUNDING DETAILS AND NOTES �
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ZONING JURISDICTION
ST LUCIE COUNTY
INSTALLATION OF (3) NEW RRUS (REMOTE RADIO UNITS)
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VICINITY MAP
DESIGN CRITERIA
CODE COMPLIANCE
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DESIGN WIND SPEED: 160 MPH (ULTIMATE, 3-SECOND GUST)
124-,' IT (NOMINA[�3=SECOND'zg)-INSTALLED-IN-ACCORDANCE=WITH=THE-CURRENT=EDRIONS-OF----
EXPOSURE- - C- ?� - - -. --
RISK CATEGORY: II - _ _
OPEN STRUCTURE ---
-
ALL WORK AND MATERIALS SHALL BE PERFORMED AND
_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, 5th EDITION (2014).
2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
70-11, NATIONAL ELECTRICAL CODE, 2011 EDITION.
3. TIA-222-G WITH ADDENDUM 1 AND 2 APPLICABLE
STANDARDS.
4. LIFE 2.
5. 2014 FLORIDA FIRECODEN REVENTION CODE.
6. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
360-10 AND 341-10.
7. UNDERWRITERS LABORATORIES (U.L)
8. OCAL JURISDICTIONAL REQUIRECTRICAL MENTS.
9. CITY/COUNTY ORDINANCES.
-- -
—.LU�g:
----DATE,
MEC.`
nATF-
RF DESIGN VERIFICATION
DESIGN BASED ON RFDS DATED
6/29/15. CONTRACTOR SHALL
REQUEST CURRENT RFDS PRIOR
TO CONSTRUCTION
wce rc, nn m Know+ sn s o:m,
REV
DATE
DESCRIPTION
0
9/22/15
FOR PERMIT
1
10/6/15
REVISED
PROJECT NO.: 15-1078.02
DRAWN BY:
CHECKED 80
E NEWMAN
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 DPAWING
AND/OR THE INFORMATION CONTAINED IN
IT IS FORBIDDEN WITHOUT THE WRITTEN
PERMISSION OF THE OWNER
34M VKMIIDE DRIVE
SURE 525
MIRAMAR, R 33027
CER!IFl m OF ANMORI7 TlON 29214
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DATE F SIGNA 10/e/15
WT MANAGEMENT
A2P0038B
375 E MIDWAY ROAD
FORT PIERCE, FL 34982
SHEET NAME
TITLE SHEET
SHEET NUMBER
T1
REV
DATE
DESCRIPTION
1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY:
1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL
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9/22/15
FOR PERMIT
EXISTING UNDERGROUND UTILITIES.
OWNER - T-MOBILE USA
2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES.
ENGINEER - CALTROP CORPORATION
3. ALL EXISTING ACTIVE SEWER. WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE
CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION)
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.
4. RUBBISH, STUMPS. DEBRIS, STICKS. STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
2. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL
EXISTING CONDITIONS. (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3)
S. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR
CONFIRM WHETHER THE WORK MAY BE ACCOMPUSHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT
CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE
TO THE ATTENTION OF THE CONSTRUCTION MANAGER.
LANDLORD AND/OR LOCAL UTILITIES.
PROJECT No.: 15-1078.02
3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES.
6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED.
DRAWN BY.' CHECKED BY:
4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL
ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A
E. NEWMAN M. ABBEY7.
IN ADVANCE OF THE CONSTRUCTION START DATE.
UNIFORM SLOPE SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE
THIS DRAWING IS COPYRIGHTED AND IS
5. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR
STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES
THE SOLE PROPERTY OF THE OWNER. IT
IS PRODUCED SOLELY FOR USE BY THE
AND INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS
FOR EROSION AND SEDIMENT CONTROL.
OWNER AND ITS AFFILIATES.
AND/OR AS SPECIFIED HEREIN. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE
8. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.
REPRODUCTION OR USE OF THIS DRAWING
AND/OR THE INFORMATION CONTAINED IN
SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION,
IT IS FORBIDDEN WITHOUT THE WRITTEN
WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS.
9. BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL
PERMISSION OF THE OWNER.
BE 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
DOCUMENTS, THE CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN
10. THE CONTRACTOR SHALL RESTORE, ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL
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.
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7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT
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UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED
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AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN
SITE WORK NOTES 12
ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE
ENGINEER AND THE CONSTRUCTION MANAGER.
3400 LAKI IDE DRNE
SURE 525
B. THE CONTRACTOR SHALL OBTAIN. PAY FOR AND DELIVER ALL REQUIRED PERMITS. CERTIFICATES OF
mRn . % 33D27
INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING
1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC "STEEL CONSTRUCTION MANUAL".
c2mirimm of AUINDRRAnDN 29214
JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE
WORK.
-
2. MATERIAL
9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION.
A ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM Al 53 STANDARDS.
10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING,
B. ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A36 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WTIN ASTM AT 23 AND ASTM AT 53
CURBS, GALVANIZED SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
STANDARDS, UNLESS NOTED OTHERWISE.
SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE
C ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153
RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION
STANDARDS.
D. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM ASOO GRADE B (Fy=42ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A723 AND ASTM
T - -Mobile
OF THE CONSTRUCTION MANAGER.
A153 STANDARDS, UNLESS NOTED OTHERWISE.
11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS. KEEP THE
E. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B. AND 'HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153
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GENERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND
STANDARDS.
DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN
3. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL
CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE.
12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE
4. WELDING:
MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE
A ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1. LATEST REVISION.
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CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.
B ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.
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13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE
C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING.
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CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL
5. ALL BOLTS SHALL BE GALVANIZED '/." DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A 'SNUG TIGHT" CONDITION AS DEFINED BY AISC.
V i
LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING
SECURE NUT WITH LOCKING WASHER.
No. 6831 •"��
JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE
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INSTALLED IN ACCORDANCE WITH ALL APPLUCABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL
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AS LOCAL AND STATE CODES, ORDINANCES AND APPLGABLE REGULATIONS.
6. 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.
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14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND
ST E ��
ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS,
7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE -MINIMUM -EDGE -DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL
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TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK,
CONSTRUCTION.
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INCLUDING_CONTACT_AND- COORDINATION . WITH -THE .CONSTRUCTION MANAGER AND. WITH THE OWNERS_
_ _ _ _
_ _ _ _
-ALL
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AUTHORIZED REPRESENTATIVE.
_
EL INCH`TOCERANCE:-STRUCTURAL-STEEL SHAtt-NOT-BE-FLAME-CUT
RP.ROVAL
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_
- -UNpER.ANY,CIRCUMSTANCESEWITIHOUF OF THE ENGBN�-OONNECRONSWffHIN`7{e --
15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A
DOE OF IGNATU 9/22/15
COMPLETE SET OF AS -BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER
9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES'AS-REQUIRED-TO PREVENT WATER INTRUSION.
CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED,
10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. THE CONTRACTOR'S OPTION, FIELD
TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE.
MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD
SPLICES.
WT MANAGEMENT
11. AT THE CONTRACTOR'S OPTION. SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS.
A2P00386
12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS A
OF CUTS, CONNECTIONS, CAMBER, HOLE. AND OTHER PERTINENT DATA INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH,
375 E MIDWAY ROAD
AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED
FORT PIERCE FL 34982
AS WORK OF OTHERS' SECTIONS.
SHEET NAME
NOTES
SHEET NUMBER
T2
GENERAL NOTES
STRUCTURAL STEEL NOTES
3
EXISTING ACCESS
GATE (TYP.)
x
EXISTING GUYED CABLE (TYP.) \ E)
I ,
x �
C4 PROPOSED T—MOBILE L700 RRU (IYP. OF 3)(STACKED)
EXISTING T—MOBILE ` -
J—BOX/ W OVP . x
EXISTING SPRINT UTILITY
H—FRAME (TYP.) F x L—J
COMPOUND PLAN
EXISTING
GRAVELED
AREA
i
EXISTING -
GRASSED'
AREA
EXISTING SPRINT COAX BRIDGE
. I
I
EXISTING SPRINT EQUIPMENT
CABINET (TYP. OF 2) x 1
EXISTING 6' HIGH CHAIN —LINK
FENCE W/ 3—STRAND BARBED
WIRE
i
I
x x = k
i
I � a
A/C A/C I �j
EXISTING
ABANDONED
SHELTER
i
x /
IA/Cl
AC
x
EJI x a
xI
x
8' HIGH CHAIN —LINK
I/ 3—STRAND BARBED
T—MOBILE
EXISTING T—MOBILE FCOA EQUIPMENT CABINET
EXISTING T—MOBILE SITE SUPPORT CABINET (LARGE)
EXISTING T—MOBILE UTILITY H—FRAME
x
D EXISTING T—MOBILE GSM EQUIPMENT CABINET
EXISTING T—MOBILE
DIESEL GENERATOR
x
EXISTING EMPTY CONCRETE PAD
EXISTING 300't
GUYED TOWER
EXISTING LANDSCAPING (TYP.)
EXISTING SPRINT/NEXTEL
DIESEL GENERATOR
REV
DATE
DESCRIPTION
0
9/22/15
FOR PERMIT
PROJECT NO.: 15-1078.02
DRAWN BY:
CHECKED BY:
E NEWMAN
M. ABBE!
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 WTIHOUT THE WRITTEN
PE ION OF TI1E OWNER.
Telecom
5400 VJ IOE DRrvE
SURE 525
MIRAMAR,
R 33027
CM19CA7 OF AU ORInTION 29214
T • -Mobile
STICK together'
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No. 68
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I DATE OI/SIGNATIAtE ' _9/22/151
WT MANAGEMENT
A2P00388
375 E MIDWAY ROAD
FORT PIERCE. FL M982
SHEET NAME
COMPOUND
PLAN
SHEET NUMBER
1 C1
REV
DATE
DESCRIPTION
D
9/22/15
FOR PERNR
EXISTING T-MOBILE GSM/
UMTS RRU BELOW LTE RRU
(TYP. OF 2)
PROJECT NO.: 15-1078.02
DRAWN 91^,
CHECKED BY:
E. NEWNAN
M. ABBEY
EXISTING T-MOBILE
GSM/UMTS PCS ANTENNA
EXISTING T-MOBILE GSM/
(TYP. OF 3)
THEISSOLEE PROPEERTY OF THEEOOWNER.I IT
UMTS RRU BELOW LTE RRU
IS PRODUCED SOLELY FOR USE BY THE
(TYP. OF 2)
REPRO UMOWNON OR USE OF THIS DRAWING
EXISTING MODIFIED
ARmISOFOR610 INFORMATIONED IN
WWRHOUT THE avRt
2 T-MOBILE
PERMISSION OF THE OWNER. 10
EXISTING T-MOBILE
GSM/UMTS PCS ANTENNA
C5 ANTENNA MOUNT
C"' OF 3)
'�f�Oq
3pCC
FSj0�6
�'p1.
(TYP. OF 3)
PROPOSED -MOBILE
C4 L700/UMTSS AAWSTANTENNA
T®I®mm
EXISTING T-MOBILE
(M. OF 3)
ANTENNA MOUNT TO BE
xDD
MODIFIED
SUIT 525oRrvt
(TYP. OF 3)
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ELEV.
MIRNA4R, F. 33027
CERTIFICATE OF AUIHORRATION 29214
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�OS0�60
`'�,
EXISTING T-MOBILE
250't
EK60NG T-MOBILE UMIS
LTE RRU (TYP. OF 3)
-
ANTENNA TO BE REMOVED
AND REPLACED
CM. OF 3)
EXISTING T-MOBILE
-
LTE AWS ANTENNA
(TYP. OF 3)
T • •Mobile:
ELEV.
Stick tog0ha'
EXISTING T-MOBILE
250't
LTE RRU (TYP. OF 3)
EXISTING T-MOBILE
J-BOX W/OVP BELOW
LTE RRU
EXISTING T-MOBILE
� A
'
LTE AWS ANTENNA
(TYP. OF 3)
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EXISTING T-MOBILE
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LTE RRU
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L700 ANTENNA- SPECIFICATIONS
-"ANTENNA=
SECTOR
-AZIMUTH=IN'
DEGREES.
-ON.
'(1)
-�w'nON-
CENTER
- HYBRID -CABLE -
LENGTH
-E�
MAK
MODEL
ALPHA
60'
ANDREW
DBXNH-6565B-A2M
250'
EXISTING
BETA
180'
ANDREW
DBXNH-6565E-AZM
(1)
250'
EXISTING
GAMMA
30(r
ANDREW
DBXNH-6565E-A2M
0)
250'
EXISTING
o
- —
-
—
DATE OF IGNA 9/22/15
WT MANAGEMENT
A2P00388
375 E MIDWAY ROAD
FORT PIERCE, FL 34982
SHEET NAME
ANTENNA
LAYOUTS
SHEET NUMBER
SAFETY CLIMB AND SAFETY CLIMB PATH SHALL NOT BE BLOCKED OR OBSTRUCTED.
EXISTING ANTENNA LAYOUT NTs 1 PROPOSED ANTENNA LAYOUT NTs C3
2
'
PROPOSED ANTENNA TILT
BMW PROVIDED W/
ANTENNA
I
PROPOSED PIPE MOUNTING
BUDGES PROVIDED W/
II
•
I
ANTENNA CI
'
II
[V I
PROPOSED T-MOBILEe
I
ANTENNA
EXISTING ANTENNA
MOUNTING PIPE
I
III
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III
F-11.9'�I
PLAN VIEW
FRONT VIEW
PROPOSED ANTENNA BRACKET
-
PROVIDED W/ ANTENNA
MODEL ANDREW DBXNH-6565B-A2M
WEIGHT: 46.3 LEIS
ANTENNA MOUNTING DETAIL
NTs
1
ANTENNA SPECS
NTs
2
(NOT USED) 13
PROPOSED L700 RRU(j)
(TYP_ OF 4)
(MAX)
PROPOSED GALVANIZED
'
I
STEEL END PIPE CAP
i
-- 8' r--
EXISTING COAX
BRIDGE POSE
ro
rw
0
0
PROPOSED JWO SON--
40 PIPE GALVAN®
PROPOSED UNISTRUIT
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UNIT SHALL BE MOUNTED
AS PER MANUFACTURER'S
SPECIFICATIONS.
MODEL' NSN RRU FRLB
WEIGHT: 59.52 LEIS
RRU MOUNTING DETAIL
ws
141
RRU SPECS NTs
5
REV
DATE
DESCRIPTION
0
9/22/15
FOR PERMIT
PRQIECf NO.: 15-1078.02
DRAWN BY:
CHECKED BY:
E NEWNAN
M. ABBEY
THIS DRAWING IS COPYRIGHRED AND IS
THE SOLE PROPERTY OF THE OMER IT
IS PRODUCED SOLELY FOR USE BY THE
OWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF THIS DRAWING
AND/OR WE INFORMATION CONTAINED IN
IT IS FORBIDDEN WITHOUT THE WRITTEN
PERMISSION OF THE OWNER
Telemm
34DO W ESIOE DRNE
SURE 525
MIRAMM. R 33027
CERTIFICATE OF AURIORIWON 29214
T • •Mobile:
stick together•
.DATE OF NATURE 9/21
INT MANAGEMENT
A2P0038B
375 E MIDWAY ROAD
FORT PIERCE FL 3082
SHEET NAME
D EfAI LS
SHEET NUMBER
C4
PROPOSED STIFF ARM CLAMP
CONNECT-R PART f=00-6•
OR APPROVED EQUAL C".)
--------------
---------- -------
m
PROPOSED 2h' STD PIPE FACE
(236' O.D. BY 0.203' THICK)
(ASOO GRADE BEFY-42KSID
EXISTING MOUNTING PIPE TO
EXISTING MOUNTING PIPE
REMAIN (TYP.)
m
PIPE TO PIPE CONNECTION
DETAIL NTs
3
EXISTING U-BOLT TO BE
REMOVED (M.)
'
EXISTING ANGLE TO BE REMOVED
AND REPLACED (TYP OF 2)
EXISTING ANTENNA MOUNTING FRAME (FRONT ELEVATION) NTS
1
2'-6•
3
J
NOT USED
14
Vill
EXISTING MOUNTING PIPE
PROPOSED PIPE TO PIPE
CLAMP (TYP.) e3
PROPOSED 2W STD PIPE REPLACEMENT FACE (2%' O.D.
BY 0.203• TNIC* (11,500 GRADE B[FY-42XSID (TYP OF 2)
(1) %00 TNRU-BOLT (ASTM A328) TO EXISTING STANDOFF
(FIELD VERIFY EXISTING BOLT DIAMETER) (TYP.)
PROPOSED ANTENNA MOUNTING FRAME (FRONT ELEVATION)
NTS
2
NOT
USED
5
/REV I DATE I DESCRIPDON L
IPROIECT NO.: 15-1078.02 I
OR AWN BY: CHECKED BY:
L E. NEWMAN I M. ABBEY
THIS DRAWING IS COPYRIGHTED AND IS
THE SOLE PROPERTY OF THE OWNER. IT
IS PRODUCED SOLELY FOR USE BY THE
OWNER AND ITS AFFTWTES.
REPROOUCITON OR USE OF THIS DRAWING
AND/OR THE INFORMATION CONTAINED IN
R IS FORBIDDEN WITHOUT THE WRITTEN
PERMISSION OF THE OWNER.
Telecom
34M LAKESIDE DRNE
SUITE 525
MIRAIAPR. R. M022
CERTIFICATE OF A ORI2ATION 2921♦
T • -Mobile
stick together'
G E N •S
No. 68312
STA
�S RLoP,�
DATE OF
WT MANAGEMENT
375 E MIDWAY ROAD
FORT PIERCE. FL 34982
SHEET NAME
ANTENNA
MOUNT DETAILS
C5
_ REV DATE DESCRIPRON
0 9/22/15 FOR PERMIT
EXISTING GROUND
BAR COPPER CONDUCTOR (TYP.) PROJECT NO.: 15-107E.02
DRAWN BY: CHECKED BY:
E. NEWMAN N. ABBEY
THIS DRAWING IS COPYRIGHTED AND IS
THE SOLE PROPERTY OF THE OWNER. IT
IS PRODUCED SOLELY FOR USE BY THE
WASHER OWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF THIS DRAWING
0 0 ®® %"074' SS BOLT AND/OR THE INFORMATION CONTAINED IN
IT IS FORBIDDEN WITHOUT THE WRITTEN
®®00p p PERMISSION OF ME OWNER.
O poo® p00®® ii
0
/ •--. 'WASHER. Telecom
>, 3
- PROPOSED T-MOBILE 3§" SS LOCK WASHER 3400 IAKESIDE DRl
ANTENNA suI 525
SS NUT MIRAM . FL W027
CEMIFGTE OF AUTHORIUTION 29214
EXISTING ANTENNA
MOUNTING PIPE
PROPOSED r—MOBILE TYPICAL GROUND BAR CONNECTION DETAIL
N1S 2 T • •Mobiles
1. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SU13STTIURONS BETWEEN WORK AS
SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS ,��A• />ty'i��,
WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE %%�Q.
........
PROJECT. �� K G E N a'.
--� 2. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, _ No, fi8312 •.N
EXISTING SECTOR ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR
GROUND BAR (TYP.) /� WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO ,
THE OWNER FOR PERIOD OF WARRANTY. - :
PROPOSED /6 AWG GREEN / : W
SMANDED COPPER CONDUCTOR / 3. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP 0 • ST TE
(TYP) EDGES. : 2
_ -- - '•'•�y;_ -- -- - / - _ _ 4. ELECTRICAL METALLIC TUBING (EMT)_ OR RIGID NONMETALLIC CONDOR (LE, RIGID PVC i���s' 0 R 1 • .G%
SCHEDULE 40, _OR R(GI6=PVC-4CHEDU�BO-FDR-COCATIONS-SUBJECT-TO-PHYSICAL-DAMAGE) --- -—�j��S�• �5,
- — - - -- - -7--- -- -- - -- -- - _ - - -- -SHALL-BE-USED FOR=EXPOSED-INDOOR=EOCATIONS --_ _—_ _ _ -_ _ _ _ _ III �NA_ _L.
5. UOUID-TIGHT FLEXIBLE mtwuc CONDOR (LIQUID-TTIE FLEX) SHALL BE USED INDOORS AND DATE OF SIGIU 9/22/15
OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED.
EXISTING EQUIPMENT •t,'',• 6. WIREWAYS SHALL BE EPDXY —COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO
GROUNy;A SWING OPEN DOWNWARD; SHALL BE PANDUTT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR WT MANAGEMENT
D BAR (TYP.)
•'�• BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS.
7. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE A2P0038B
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. 375 E MIDWAY ROAD
B. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED, OR FORT PIERCE FL 34982
NON -CORRODING; SHALL MELT OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 SHEET NAME
(OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.
9. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;
GROUNDING
AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) DETAILS AND NOTES
OUTDOORS.
SHEET NUMBER
GROUNDING DIAGRAM (TYP.) NTs 1 GROUNDING NOTES 3 E1