HomeMy WebLinkAboutSUBMITTED PLANSPREPARED FOR: -
a
NV MMBTS LAUNCH MIN.SETBACKREQ.
SCANNED ` , ',�' ti
SITE NAME: SANDS ON THE OCEA
eCounty
'���;�•�,
Sprint -'
`11 oNT
St.Lu ,` ;��
�,°`� SITE NUMBER: M154XCO15 SIDES
• �f,+) SIDE
1 INTERNATIONAL BOULEVARD
CNR
/'° - %' STRUCTURE TYPE: ROOFTOP
SUITE #800
MAHWAH, N.J. 07495
REAR
rin --
ONULTANT:
�L//
-'`-- MARKET: ORLANDO Nei.
TECH.
Wei
PARCEL #: 1425-606-0083-000-3.
MORRISOSHFIELD
Two Swth Dnve, Suite 245,
University
Pl Mfi.e. FL 33324
Te"54.5T7.46% Fax SM.5T2.46W
STATE OF FLORIDA CO# 00008508
www.momsome"fe d..m
PROJECT SUMMARY
DRIVING DIRECTIONS
VICINITY MAP
LIST OF DRAWINGS
SITE NAME: SANDS ON THE OCEAN
FROM 1-95: FROM EXIT 66 ORANGE SR 68 EAST
TO US 1 TURN LEFT TO NORTH BEACH
' ��
SITE GENERAL ARRANGEMENT PLANS
SITE NAME:
SITE NUMBER: M154XCO15
CAUSEWAY TO A1A NORTH. BUILDING WILL BE ON
I °o'• fi
T-1
TITLE SHEET
SANDS ON THE OCEAN
T-2
GENERAL NOTES
SITE ADDRESS:3100 OCEAN DRIVE
FORT PIERCE, FL 34949
PARCEL #: 1425-606-0083-000-3.
THE RIGHT.
,F a
1� ur
SITE NUMBER:
M154XCO15
GENERAL NOTES
LATTITUDE: 27.490944 (2T 29' 27.4" N)
SITE
`
ARCHITECTURAL / CIVIL PLANS
AR
SITE ADDRESS:
LONGITUDE:-80.298778' (80' 17 55.6° W)
L
I +°"�
A-1
OVERACT SITE PLAN
OCEAN DRIVE
GROUND ELEVATION: 4' AMSL
`� `
T. PI CE, FL 9
FTS'jP�I
A-2
ROOF PLAN
JURISDICTION: ST. LUCIE COUNTY
+
iE,IRjCi& COUNTY
)IN
A-3
EQUIPMENT PLANS
ZONING: RESIDENTIAL
_ :
f
,li.
T Y-' E 7
A-4
BUILDING ELEVATIONS AND DETAILS
STAMP:
GROUP USE: RESIDENTIAL (MULTIFAMILY)
CONSTRUCTION: I-B
.-em..w•x�en R.
y €
0 29I
A-5
EQUIPMENT SCHEDULE & RFDS AUG
ENNA PLUMBING
WE—ntlDr-z- -I--
�FI I `
.--' o -
WAShorew
���PNele ee'/t/C
N HE�`J I`I'
SCOPE OF WORK
A-7
A-B
ENTLARGED PLANS COAX RUN DIAGRAM
COLOR CODING I
1) THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED
CONTACTS
_
APPROVALS
A-9
DETAILS
FOR HUMAN OCCUPANCY
e°# N0. 62209 °o
A-10
DETAILS
2) THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL
NOT PRODUCE ANY SEWAGE.
-
a °o
APPLICANT:
3) THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING
OF e �`
A-11
DETAILS
WIRELESS INSTALLATION:
A. INSTALLATION OF (3) LINES
SPRINT PCS
1 INTERNATIONAL BOULEVARD
���"�S eve ID "
A-12
ANTENNA MOUNT DETAILS
B. INSTALLATION OF 2 NEW EQUIPMENT CABINET
C. INSTALLATION OF (3) NEW ANTENNAS
SUITE 800
201-684-40007495
'ii,810
SPRINT REPRESENTATIVE DATE
ELECTRICAL PLANS
E-1
UTILITIES SITE PLAN
D. INSTALLATION OF (9) NEW RRUS (REMOTE RADIO UNITS)
11
E. INSTALLATION OF NEW FIBER TO SITE
PROPERTY OWNER:
E-2
POWER/TELCO DIAGRAMS
OWNER: CELL TOWER LEASE ACQUISITION LUC
SPRINT RF ENGINEERING DATE
E-3
GROUNDING4PL V
PHONE: 413-243-3350
ERICSSON RF MANAGER:
PAUL MCDONALD
CELLPHONE: 972-322-7454
ERICSSON SAM:
E-4
ERICSSON , UIFfyt
EL �iRI&L _
q YAN WANG
1i'! a REGISTERED ENGINEER
STATPEEOFFL0ORIDA
APPLICABLE CODES & STANDARDS
SITE OWNER DATE
E-5
ELECTRICAJ DETAI
j � T �? `"�
E-6
ALARM WIRING SCHE�KifATICS+
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED
RACHEL RANDALL
IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE
FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING
CELLPHONE: 321-439-8231
SPRINT CONSTRUCTION MANAGER DATE
DRAWN BY: MS
DATE DRAWN: 03/19/12
REVIEWED BY:
CC APPROVED BY:
RL
AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO
ERICSSON CM:
/
PERMIT WORK NOT CONFORMING TO THESE CODES:
RICHARD SAGAR
•
MH PROJECT #:
7123001.00
_CODE_2010------ -�
- --1.—FIND
CELLPHONE: 386-237-0631
—==SITE_ACQU15ITlON=---
_ _ ______ _ ®
- -__--- __ —DATE ___
REVISION
WIND DESIGN CRITERIA:
DESIGN CRITERIA:
ARCHITECT/ENGINEER:
NO
DESCRIPTION
-BY
DATE --
A
90% CD SUBMITTAL
MS
03 19 12
A. ASCE 7-10
ROBERT JERRY LARA
BASIC WIND SPEED = 160 MPH
RISK CATEGORY = II
FL UC. # 92824
YAN WANG, PE
THE ABOVE PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS
0
FINAL
WJ
08/17 12
EXPOSURE = D
FL UC. If 62209
MORRISON HERSHFIELD
AND AUTHORIZE -CONTRACTOR TO PROCEED WITH THE CONSTRUCTION
DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE
-
Know what's below.
B. ANSI/TIA-222-G
(ALLOWED PER EXEMPTION #5 OF 1609.1. FBC 2010 )
2 SOUTH UNIVERSITY DRIVE, SURE 245
PLANTATION, FL 33324
LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR
MODIFICATIONS.
{{,,
Call before YOU dig.
BASIC WIND SPEED= 124 MPH
OCCUPANCY CATEGORY= II
(954) 577-4655
SITE ACCESS PROCEDURES
SHEET TITLE:
EXPOSURE= D
TELEPHONE COMPANY:
CONTRACTOR SHALL VERIFY ALL
IMPORTANCE FACTOR= 1.0
AT&T
PLANS AND EXISTING DIMENSIONS
TITLE SHEET
2. FLORIDA FIRE PREVENTION CODE- 2010
866-620-6900
CONTACT JIM REEVES AT 772-332-0371 FOR ACCESS.
AND CONDITIONS ON THE JOB SITE,
3. NATIONAL ELECTRICAL CODE (NFPA 70-2008)
AND SHALL IMMEDIATELY NOTIFY THE
SHEET NUMBER:
4. CITY AND/OR COUNTY ORDINANCES
POWER COMPANY:
A/E FIRM IN WRMNG OF ANY
-
FLORIDA POWER & LIGHT
1-800-468-8243
DISCREPANCIES BEFORE PROCEEDING
WITH THE WORK OR BE
T 1
RESPONSIBLE FOR SAME.
TABLE OF CONTENTS COMPLY WITH THESE STANDARDS UNLESS OTHERWSE REQUIRED BY APPI FABLE CODES B. THE CONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. DO NOT ALLOW WATER TO
STAND OR POND. ANY DAMAGE TO STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE
1.0 GENERAL REQUIREMENTS N STANDARDS MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY COST
1.0 CONSTRUCTION TO CONFORM TO PRINT INTEGRATED STR ICT ON10i
ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE. �
1.1 PURPOSE AND INTENT 1.1 PURPOSE AND INTENT C. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF -SITE AS DIRECTED BY THE Sprint® �
A. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL AUTHORITIES.
1.2 CONFLICTSA.
SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED
1.3 CLEANING ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR 2.0 SITE PREPARATION N/A
SPECIFIED IN BOTH. SHOULD THERE BE ANY DISCREPANCIES BETWEEN REQUIREMENTS
1.4 CODES SHOWN IN BOTH, THE MORE STRINGENT REQUIREMENTS SHALL APPLY.
B. THE INTENTION OR THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS 3.0 EARTH WORK N/A 1 INTERNATIONAL BOULEVARD
1.5 LCABLENSING REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS SUITE #800
STIPULATED IN THE CONTRACT. MAHWAH. N.J. 07495
1.6 OSHA C. THE PURPOSE OF THE SPRINT WIRELESS CONSTRUCTION SPECIFICATIONS IS TO 4.0 TRENCHING N/A
INTERPRET THE INTENT OF THE DRAWINGS AND TO. DESIGNATE THE METHOD OF THE
1.7 PHOTOS PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. CONSULTANT:
5.0 GROUNDING N/A m■.-
1.8 BUILDING PERMITS 1.2 CONFLICTS ■ �
A. VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL OR DOING ■.
1.9 ZONING REGULATIONS & ANY WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES MORRISON HERSHFIELD
CONDITIONAL USE PERMITS BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS. SUBMIT NOTCA13LE OF Two SouPU.Wfl..F WO24 ile 245,
ANY DISCREPANCY IN DIMENSIONS OR OTHERWISE TO SPRINT WIRELESS FOR RESOLUTION SnA6 °n,Fx: 954.
Tel: 954.5]).4655 Fax:954.5]).4656
1.10 FAA PERMIT AND TOWER LIGHTING BEFORE PROCEEDING WITH THE WORK.
STATE OF FLORIDA CO#00096506
B. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST OR OF DIFFICULTIES OF
.m°mmnNersM1fieldcom
1.11 TOWER SECURITY CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT MATTER
CONCERNING THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY LL
1.12 SITE CONTROL i'
FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF 51 E C
ALL THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS GOVERNING THE WORK.2.0 SITE PREPARATION N/A 1.3 CLEANINGL SITE NAME:
KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISH CAUSED BY SANDS ON THE OCEAP
EMPLOYEES AT THE COMPLETION OF THE WORK. REMOVE ALL WASTE AND
3.0 EARTHWORK N/A NON -CONSTRUCTION. MATERIAL INCLUDING ALL CONTRACTOR TOOLS, SCAFFOLDING AND SITE NUMBER:
SURPLUS MATERIAL AND LEAVE SITE CLEAN AND READY FOR USE. M154XCO15
4.0 TRENCHING N/A 1.4 CODES 1Y1 YAIi
CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS SITE ADDRESS:
AND RULES PROMULGATED BY FEDERAL STATE ANDLOCAL AUTHORITIES WITH JURISDICTION 3100 OCEAN DRIVE
5.0 GROUNDING OVER THE SITE. THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHETHER THE LAW, FT. PIERCE, FL 34949
ORDINANCE, REGULATION OR RULE IS MENTIONED IN THESE SPECIFICATIONS.
LU IE COUNTY
1.5 LCABLENSING I
HAVE AND MAINTAIN A VALID CONTRACTORS LCABLENSE FOR THE LOCATION IN P
STAMP'.N 1 ✓
WHICH THE WORK IS TO BE PERFORMED. FOR JURISDICTIONS THAT LCABLENSE INDIVIDUAL
TRADES, THE TRADESMAN OR SUBCONTRACTORS PERFORMING THOSE TRADES SHALL BE
LCABLENSED. RESEARCH AND COMPLY WITH LCABLENSING LAWS, PAY LCABLENSE FEES, AND T` 'I L 0 �TTTIITTTT// /
SELECT AND INFORM SUBCONTRACTORS REGARDING THESE LAWS. U `` / 1.6 OSHA
.�� y P N //
WA/♦'♦. ° N
FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY MORRISOM HE �flRt b'Ci)�k�°°c ♦♦♦
AND HEALTH ADMINISTRATIONS, AND STATE LAWS BASED IN THE FEDERAL OCCUPATIONAL ^�
SAFETY AND HEALTH ACT. THESE REGULATIONS INCLUDE BUT ARE NOT LIMITED TO .s °° NO. 62209
REGULATIONS DEALING WITH TOWER CONSTRUCTION AND SAFETY, EXCAVATIONS AND e° o
TRENCHING, AND WORK IN CONFINED SPACES. ENSURE THAT EMPLOYEES AND o°
SUBCONTRACTORS WEAR HARD HATS AT ALL TIMES DURING CONSTRUCTION. -0 ° TATE OF
0 a
1.7 PHOTOS ° ° �
i
PROVIDE PHOTOGRAPHIC EVIDENCE � ENCE OF ALL FOUNDATION INSTALLATION, GROUNDING ♦ °�
AND TRENCHING AFTER PLACEMENT OF UTILITIES PRIOR TO BACKFILL. ♦♦// n,°L
1.8 BUILDING PERMITS /T/T III1111io
SPRINT WIRELESS WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE
JURISDICTIONAL AUTHORITY FOR PLAN CHECK AND REVIEW. CONTRACTOR WILL SUBMIT `�
LCABLENSING AND WORKMAN'S COMPENSATION INFORMATION TO THE JURISDICTION AS �f )(y.y.. ��.
REQUIRED TO OBTAIN THE BUILDING PERMIT. CONTRACTOR SHALL COORDINATE AND 7 1 ` v" !!!
SCHEDULE REQUIRED INSPECTIONS AND POST REQUIRED PERMITS AT THE JOB SITE. COMPLY BU(LD DIVISiUPi
WITH SPECIFIC PROJECT -RELATED REQUESTS AND SUGGESTIONS MADE BY BUILDING ST. LUCIE COUNTY l YAN WMG
INSPECTOR AND INFORM CONSTRUCTION MANAGER OF ANY SUCH WORK THAT MAY BE RFv E�IFED F R CO,Y1 L REGISMREDENGINEER
BEYOND THE SCOPE OF THE CONTRACT OR DEVIATE FROM THE CONSTRUCTION 9TATEGFFLORIDA
DOCUMENTS. SPRINT WIRELESS WILL REIMBURSE THE CONTRACTOR FOR FEES FOR PLAN PBVIEWE,R aEN=9
REVIEW, BUILDING PERMIT, CONNECTIONS AND INSPECTION. DATE �{.J
1.9 ZONING REGULATIONS AND CONDITIONAL USE PERMITS PLANS AND PE T MUST BE KEPT ON JOB DRAWN BY: MS DATE DRAWN: 03/19/1
SPRINT WIRELESS WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDITIONAL pRN0 P�ISPECTION WII.L BE MADE• REVIEWED BY: CC APPROVED BY: R
USE PERMITS. SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS RELATED TO THE MH PROJECT $: 7123001.00
CONSTRUCTION SUCH AS NOISE REGULATIONS, HOURS OF WORK, ACCESS LIMITATIONS, ETC.
_THE CONSTRUCTION-MANAGER_WILL_INFORM_THE_CONTRACTOR_OF THESE_REQUIREMENTS=AT - -- - ___-_ REVISION
1.10 FM PERMIT AND TOWER LIGHTING
REFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION MANAGER FOR FAA
AND STATE LIGHTING REQUIREMENTS. CONTRACTOR SHALL PROVIDETEMPORARY-FM -
APPROVED LIGHTING UNTIL PERMANENT LIGHTING IS OPERATIONAL
1.11 TOWER SECURITY
TOWER MUST BE FENCED, TEMPORARILY OR PERMANENTLY WITHIN 24 HOURS OF
ERECTION. DO NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO REMAIN OPEN OR
UNATTENDED AT ANY TIME FOR ANY REASON. KEEP THE GATE CLOSED AND LOCKED WHEN
NOT IN USE.
1.12 SITE CONTROL
A. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT OF
SEDIMENT AND CONTROL OF EROSION AT THE SITE. ANY DAMAGE TO ADJACENT OR
DOWNSTREAM PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO
SPRINT WIRELESS.
GENERALNOTES
SHEET NUMBER:
T-2
GENERAL NOTES:
1. THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND
ELEVATIONS BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE CALLED TO
THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING
WITH THE WORK. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN
ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTCABLES.
2. IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED
INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY
BRACING, SHORING, FORM WORK, ETC. IN ACCORDANCE WITH ALL NATIONAL,
STATE AND LOCAL ORDINANCES TO SAFELY EXECUTE ALL WORK AND SHALL BE
RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES.
3. THE CONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED WORKMEN WHO
ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO
ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS
NEEDED FOR PROPER PERFORMANCE OF THE WORK.
4. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTCABLES CONSTRUCTION CONTRACTOR WILL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING
THE SAFETY OF ALL PERSONS AND PROPERTY. THAT REQUIREMENT SHALL BE MADE
TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND
CONSTRUCTION CONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT.
5. SITE GROUNDING SHALL COMPLY WITH SPRINT LATEST GROUNDING STANDARDS.
AND COMPLY WITH SPRINT LATEST GROUNDING CHECKLIST.
WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT, THEY SHALL
GOVERN. GROUNDING SHALL BE COMPLETED BEFORE ERECTION OF A NEW TOWER.
6. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS.
PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND
UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. IF
TEMPORARY LIGHTING AND MARKING ARE REQUIRED BY THE FEDERAL AVIATION
ADMINISTRATION (FAA), IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE
NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A
PROBLEM.
7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL. STATE AND
FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN THE
CASE OF DISCREPANCIES OR DIFFERENCES IN THE CODE REQUIREMENTS.
EXCAVATION AND GRADING NOTES:
I: ALL CUT AND FILL SLOPES SHALL BE 3:1 MAXIMUM.
2. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE
SUBSTANTIALLY HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE
FROM LOOSE MATERIAL AND EXCESS GROUND WATER. DEWATERING FOR EXCESS
GROUND WATER SHALL BE PROVIDED IF REQUIRED.
3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL IF
SOUND SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH. THE
UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE
REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE
EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED
FOR THE FOUNDATION.
4. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER
MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME
QUALTY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO
STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED
AS COMPILING CONCRETE THICKNESS.
5. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW
GRADE AND BEFORE BACKFILLING, ALL EXCAVATIONS SHALL BE CLEAN OF
UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS AND SO FORTH.
6. ALL BACKFILLING SHALL (1) USE APPROVED MATERIALS CONSISTING OF EARTH,
LOAM, SANDY CLAYS, SAND AND GRAVEL OR SOFT SHALE, (2) BE FREE FROM
CLODS OR STONES OVER 2 1/2` MAXIMUM DIMENSIONS. MD (3) BE PLACED IN
LAYERS AND COMPACTED.
7. SITE FILL MATERIAL AND FOUNDATION BACKFILL SHALL BE PLACED IN LAYERS
MAXIMUM 6' DEEP BEFORE COMPACTION. EACH LAYER SHALL BE SPRINKLED IF
REQUIRED AND COMPACTED BY HAND OR MACHINE TAMPERS TO 95% OF MAXIMUM
DENSITY. AT THE OPTIMUM MOISTURE CONTENT OF f2% AS DETERMINED BY ASTM
DESIGNATION D-69B, UNLESS OTHERWISE APPROVED. SUCH BACKFILL SHALL NOT
BE PLACED BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE.
8. THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE WATER RUNOFF AND
PREVENT WATER FROM STANDING. THE FINAL GRADE SHALL SLOPE AWAY IN ALL
DIRECTIONS FROM THE FOUNDATION AREA (UP TO ONE FOOT OUTSIDE THE FENCE
OR GROUND SYSTEM PERIMETER) AND SHALL BE COVERED WITH A GEOTEXTILE
FABRIC MIRAFI 50OX OR APPROVED EQUAL TO PREVENT REOCCURRENCE OF
VEGETATIVE GROWTH, AN THEN SHALL BE COVERED WITH 4" DEEP COMPACTED
STONE OR GRAVEL.
Sprint®
� ry
1 INTERNATIONAL BOULEVARD
SUITE #800
MAHWAH, N.J. 07495
IPn
MORRISON HERSHFIELD
Two Soot University Dnve, Suite 245.
Plantation. FL=4
Tel 9M.577.4655 F=954.577.4656
STATE OF FLORIDA CON 00008508
w manlsoMers eld.mm
SITE NAME:
SANDS ON THE OCEAN
SITE NUMBER:
M 154XCO15
SITE ADDRESS:
3100 OCEAN DRIVE
FT. PIERCE, FL 34949
t n e -, ST_ LUCIE COUNTY
8. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE CONTRACTOR'S y THE CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL A G 2 0
EXPENSE MEASURES AS REQUIRED BY LOCAL, CITY, COUNTY AND STATE CODES AND
9. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AMPLE NOTCABLE TO THE ORDINANCES TO PROTECT EMBANKMENT FROM SOIL LOSS AND TO PREVENT
BUILDING INSPECTION DEPARTMENT TO SCHEDULE THE REQUIRED INSPECTIONS. A ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS FROM LFAVINGR150 HERS
MINIMUM OF 24 HOURS OF NOTCABLE SHOULD BE GIVEN AND THE BUILDING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENC
INSPECTION DEPARTMENTS HAVE REQUESTED THAT GROUPS OF TWO OR THREE STRAW BALE SEDIMENT BARRIERS AND CHECK DAMS.
SITES BE SCHEDULED AT ONE TIME IF POSSIBLE. -
10. FOR NEW TOWERS, SPRINT WILL CONFIRM FAA APPROVAL OF TOWER
LOCATION BY ISSUING TOWER RELEASE FORM. NO TOWER SHALL BE CONSTRUCTED
UNTIL TOWER RELEASE FORM IS ISSUED TO THE CONTRACTOR.
11. THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG
WITH THE SPECIFICATIONS AND TOWER DRAWINGS/ANALYSIS. CONTRACTOR IS
RESPONSIBLE FOR REVIEW OF THE TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL.
12. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UTILITIES WITHIN THE
CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION.
13. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON
THE SITE AT ALL TIMES. SILT AND EROSION CONTROL SHALL BE MAINTAINED ON
THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES. ANY DAMAGE TO ADJACENT
PROPERTIES WILL BE CORRECTED AT THE CONTRACTORS EXPENSE.
14. CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE KEPT TO A
MINIMUM. ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES
SHALL BE REMOVED. ANY DAMAGE TO PROPERTY OUTSIDE THE LEASED PROPERTY
SHALL BE REPAIRED BY THE CONTRACTOR.
15. ALL SUITABLE BORROW MATERIAL FOR BACKFILL OF THE SITE SHALL BE
INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE
10. FILL PREPARATION: REMOVE ALL VEGETATION, TOPSOIL DEBRIS, WET AND
UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS AND DELETERIOUS MATERIAL FROM
GROUND SURFACE PRIOR TO PLACING FILLS, PLOW STRIP OR BREAK UP SLOPED
SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL
BOND WITH EXISTING SURFACE WHEN SUBGRADE OR EXISTING GROUND SURFACE TO
RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAK UP
GROUND SURFACE TO REQUIRED DEPTH, PULVERIZE, MOISTURE CONDITION OR
AERATE SOIL AND RECOMPACT TO REQUIRED DENSITY.
11. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL
SURFACING IS REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING
SHALL BE REPLACED TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL
BE OF THE SAME THICKNESS. SURFACES AND GRAVEL SURFACING SHALL BE FREE
FROM CORRUGATIONS AND WAVES. EXISTING GRAVEL SURFACING MAY BE EXCAVATED
SEPARATELY AND REUSED IF INJURIOUS AMOUNTS OF EARTH, ORGANIC MATTER, OR
OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ALL
ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED. BEFORE GRAVEL
SURFACING IS REPLACED, SUBGRADE SHALL BE GRADE TO CONFORM TO REQUIRED
SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE
THOROUGHLY COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND
COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL
SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUBGRADE.
12. PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE
(f 1``1p111111/I//7
0v°s, copl-SF� 's
NO. 62209
7 =
TATE OF ° �=
° °Iv
40
14NNA L E..�``•
YAN WANG
REGISTEREDENGINEER
STATE OF FLORIDA
PEN62209
REVIEWED BY: CC APPROVED BY: I RL
MH PROJECT 4: 7123001.00
- 1 -1. SURFACING OR SUBGRADE WHERE SUCH DAMAGE IS DUE TO THE CONTRACTOR'S F
90% CD
16. SEEDING AND MULCHING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS OPERATIONS. FINAL
POSSIBLE AFTER COMPLETION OF THE -SITE DEVELOPMENT.- THE CONTRACTOR IS - - 13. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM
RESPONSIBLE FOR PROVIDING AND MAINTAINING AN ADEQUATE COVER OF
VEGETATION OVER THE SITE FOR A ONE YEAR PERIOD. CONTRACTORS NEGLIGENCE SHALL BE REPAIRED/REPLACED TO OWNER'S
SATISFACTION AT CONTRACTOR'S EXPENSE.
17. PERMITS: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED
PERMITS, LCABLENSES, FEES, INSPECTIONS, ETC. AND PROVIDE E911 ADDRESS TO
SPRINT WIRELESS.
18. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS,
ETC., BETWEEN THE WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A
CLEAN SET OF CONTRACT DRAWINGS WHICH SHALL BE TURNED OVER TO THE
CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT.
14. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH THE
PROPERTY OWNER SO AS TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S
OPERATIONS.
15. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF
CONSTRUCTION.
16. RIPRAP SHALL BE CLEAN, HARD, SOUND, DURABLE AND UNIFORM IN QUALITY AND
FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR
LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI OR
GENERALNOTES
SHEET NUMBER:
T-3
ABBREVIATIONS
AFF
ABOVE FINISHED FLOOR
AGL
ABOVE GRADE LEVEL
AMSL
ABOVE MEAN SEA LEVEL
APPROX
APPROXIMATE
AWG
AMERICAN WIRE GAUGE
BLDG
BUILDING
BTS
BASE TRANSMISSION STATION
CUR
CLEAR
COL
COLUMN
CONC
CONCRETE
CND
CONDUIT
DWG
DRAWING
FT
FOOT (FEET)
EGB
EQUIPMENT GROUND BAR
ELEC
ELECTRICAL
EMT
ELECTRICAL METALLIC TUBING
ELEV
ELEVATION
EQUIP
EQUIPMENT
(E)
EXISTING
EXT
EXTERIOR
FND
FOUNDATION
F
FIBER
GA
GAUGE
GALV
GALVANIZED
GPS
GLOBAL POSITIONING SYSTEM
GND
GROUND
LTE
LONG TERM EVOLUTION
MAX
MAXIMUM
MFR
MANUFACTURER
MGB
MASTER GROUND BAR
MIN
MINIMUM
N.T.S.
NOT TO SCALE
O.C.
ON CENTER
GE/OT
OVERHEAD ELECTRIC/TELCO
PPC
POWER PROTECTION CABINET
RBS
RADIO BASED STATION
RRU
REMOTE RADIO UNIT
FIGS
RIGID GALVANIZED STEEL
IN
INCH(ES)
INT
INTERIOR
LB(S) or #
POUND(S)
SF
SQUARE FOOT
STL
STEEL
TYP
TYPICAL
UE/UT
UNDERGROUND ELECTRIC/TELCO
UNO
UNLESS NOTED OTHERWISE
VIF
VERIFY IN FIELD
W/
WITH
XFMR
TRANSFORMER
laREVISION
WORK POINT
Cal
UTILITY •.
BRICK
•.I_! 1_I_f_IJ_I.
COMPRESSED STONE
ETE
• .GRAVEL
GLLL�cGC .�G..✓i..c�i
CENTERLINE
-------------
PROPERTY LINE
---------------
— LEASE LINE
----------
EASEMENT LINE
—• —x —x
— CHAIN LINK FENCE
❑ ❑
WOOD FENCE
UGP
— UNDERGROUND POWER
UGT
UNDERGROUND TELEPHONE
—OE/OT—
OVERHEAD ELECTRIC/TELEPHONE
— UGF—
UNDERGROUND FIBER
£ T RG��
PARCEL' L
1425-606-0083-0000-3.
'— EXISTING
PARKING AREA 7
.� OVERALL SITE PLAN
SCALE: 1"= 80'-0" (BASED ON 22x34 PAPER SIZE)
SCALE: 1"= 160'-0" (BASED ON 11x17 PAPER SIZE)
0 20' 40' 80'
LEGAL DESCRIPTION:
SANDS ON THE OCEAN —SECTION 1— UNIT
506 (OR 1404-2164
PROPOSED SPRINT EQUIPMENT
CABINETS TO REPLACE EXISTING
ON EXISTING SPRINT ELEVATED
STEEL PLATFORM.
BUILDING
ZATLANTIC OCEAN?
rs below.
before you dig.
PREPARED FOR:
`hpl
Sprinte
1 INTERNATIONAL BOULEVARD
SUITE #800
MAHWAH. N.J. 07495
■Gn
MORRISON HERSHFIELD
Two Smu University Dnve, Suite 245,
Plente 'FL=24
Tdt 954.5] .4655 Fax: 954.5T A656
STATE OF FLORIDA COO 00008508
www.moirwnherstlfieidwm
SITE NAME:
SANDS ON THE OCEAN
SITE NUMBER:
M154XCO15
SITE ADDRESS:
3100 OCEAN DRIVE
FT. PIERCE, FL 34949
ST. LUCIE COUNTY
AUG1 pg01111111j
.� C E IVS+° o
NoFL6�2z`T°''°off"
° o
s
-n STATE OF °=
'ONAL
YM WMG
REGISMREDENGINEER
STATE OF FLORIDA
PEMa22O9
DRAWN Y. MS DATE DRAWN.03/19/12
REVIEWED BY: CC APPROVED BY: RL
MH PROJECT #: 7123001.00
SHEET TITLE:
OVERALL SITE PLAN
A-1
ABBREVIATIONS
AFF ABOVE FINISHED FLOOR
AGL
ABOVE GRADE LEVEL
AMSL
ABOVE MEAN SEA LEVEL
APPROX
APPROXIMATE
AWG
AMERICAN WIRE GAUGE
BLDG
BUILDING
BTS
BASE TRANSMISSION STATION
CLR
CLEAR
COL
COLUMN
CONC
CONCRETE
CND
CONDUIT
DWG
DRAWING
FT
FOOT (FEET)
EGB
EQUIPMENT GROUND BAR
ELEC
ELECTRICAL
EMT
ELECTRICAL METALLIC TUBING
ELEV
ELEVATION
EQUIP
EQUIPMENT
(E)
EXISTING
EXISTING SPRINT PPC AND
EXT
EXTERIOR
TELCO MOUNTED ON
FND
FOUNDATION
H-FRAME ON EXISTING
F
FIBER
SPRINT ELEVATED PLATFORM
GA
GAUGE
GALV
GALVANIZED
PROPOSED SPRINT RBS
GPS
GLOBAL POSITIONING SYSTEM
EQUIPMENT CABINET
GND
GROUND
LTE
LONG TERM EVOLUTION
MAX
MAXIMUM
MFR
MANUFACTURER
EXISTING ANTENNA
MGB
MASTER GROUND BAR
(BY OTHERS) (TYP.)
MIN
MINIMUM
N.T.S.
NOT TO SCALE
EXISTING CABLE TRAY
O.C.
ON CENTER
(BY OTHERS)
OE/OT
OVERHEAD ELECTRIC/TELCO
PPC
POWER PROTECTION CABINET
RBS
RADIO BASED STATION
EXISTING PENTHOUSE
RRU
REMOTE RADIO UNIT
RGS
RIGID GALVANIZED STEEL
IN
INCH(ES)
INT
INTERIOR
LB(S) or #
POUND(S)
SF
SQUARE FOOT
EXISTING ANTENNA
STL
STEEL
(BY OTHERS) (TYP.)
TYP
TYPICAL
UE/UT
UNDERGROUND ELECTRIC/TELCO
PROPOSED SPRINT PANEL
UNO
UNLESS NOTED OTHERWISE
ANTENNA TO REPLACE
VIF
VERIFY IN FIELD
EXISTING SECTOR ALPHA
W/
WITH
(AZ: 335')
XFMR
TRANSFORMER
NEW SPRINT (3) 39MM 0
HYBRID CABLE, ROUTED AT
EXISTING COAX CABLE ROUTE
(1 PER SECTOR)
L-I
❑
SYMBOLS
REVISION
11il WORK POINT
F
O
oacv
10� UTILITY POLE
PROPOSED SPRINT PANEL
'T BRICK
ANTENNA TO REPLACE
p
COMPRESSED STONE
EXISTING SECTOR GAMMA
cTmo
(AZ: 230')
CONCRETE
EARTH
EXISTING SPRINT CABLES
GRAVEL
ROUTE ON PARAPET WALL
1rama
--------------- CENTERLINE
------------- PROPERTY LINE
-------- LEASE LINE
- - -
- - - -- - -- --- EASEMENT LINE
—x —x —x — CHAIN LINK FENCE
❑—,�-- WOOD FENCE
—UGP UNDERGROUND POWER
UGT UNDERGROUND TELEPHONE
N.
f TR
ROOF PLAN
OE/OT OVERHEAD ELECTRIC/TELEPHONE
1,
oA
SCALE: 1/16" = 1'-0" (BASED ON 22x34 PAPER
SCALE: 1/32" ON 11x17 PAPER
UGF UNDERGROUND FIBER
gi
W
= 1'-0" (BASED
Is®s
SG - 1/I6' - I'-0-
EXISTING MIN
DISH ANTENNAS
MOUNTED ON
ROOF
OUTLINE OF
EXISTING
BUILDING
EXISTING 16'-6"x20'-6-
SPRINT ELEVATED STEEL
PLATFORM ON ROOF
PROPOSED SPRINT BBS
EQUIPMENT CABINET
NEW SPRINT (3) 39mm
0 HYBRID CABLE,
ROUTED AT EXISTING
COAX CABLE ROUTE
(1 PER SECTOR)
EXISTING EQUIPMENT
SHELTER ON ELEVATED
STEEL PLATFORM (BY
OTHERS)
'EXISTING ANTENNAS
(BY OTHERS) (TYP.)
'EXISTING A/C UNIT
SCREEN WALL
EXISTING A/C UNIT
EXISTING CABLE
TRAY (BY OTHERS)
EXISTING
PENTHOUSE
EXISTING SPRINT
CABLE TRAY
EXISTING PARAPET
WALL (TYP.)
-PROPOSED SPRINT
PANEL ANTENNA T(
REPLACE EXISTING
SECTOR BETA
(AZ:169)
Sprint®%
1 INTERNATIONAL BOULEVARD
SUITE #800
MAHWAH, N.J. 07495
ME
n
MORRISON HERSHFIELD
Two Sooty UNN nifty Drive. Suite 245,
PlanlalW. FL 3=4
Tel: 954.5n.4s55 F=954.5n.4656
STATE OF FLORIDA CON 00D08508
..mommnhers fielaAom
SITE NAME:
SANDS ON THE OCEAN
SITE NUMBER:
M 154XCO15
SITE ADDRESS:
3100 OCEAN DRIVE
FT. PIERCE, FL 34949
ST. LUCIE COUNTY
PR
NPI EL
AU
'`IIIIIIIIIIII//j''
Z Q Z N W A
r,a,e,,
� \DENS 'G
MCI
NO2209 g
Pow
SATE OF e ram,
BONA L
///111111
YAN WANG
REGISTEREDENGINEER
STATE OF FLORIDA
PEN82209
REVIEWED BY: I CC APPROVED BY: I RL
MH PROJECT #: 7123001.00
FINAL
SHEET TITLE:
ROOF PLAN
A-2
PREPARED FOR:
NOTE: REFER TO DETAIL 1/A-9
NOTE: REFER TO DETAIL 1/A-9A�
FOR NEW BBS CABINET DETAILS
FOR NEW BBS CABINET DETAILS
REFER TO DETAIL 2/A-9 FOR
NEW RBS CABINET DETAILS
REFER TO DETAIL 2/A-9 FOR
NEW RBS CABINET DETAILS
• -' r
Sprint
EXISTING ACCESS LADDER
EXISTING ACCESS LADDER
EXISTING ACCESS LADDER
EXISTING SPRINT GPS
ANTENNA TO BE REMOVED
AND REPLACED
EXISTING SPRINT GPS
ANTENNA TO BE REMOVED
AND REPLACED
EXISTING SPRINT PPC
EXISTING SPRINT GPS
ANTENNA TO BE REMOVED
AND REPLACED
EXISTING SPRINT PPC
1 INTERNATIONAL BOULEVARD
SUITE #800
MAHWAH. N.J. 07495
EXISTING SPRINT PPC
EXISTING SPRINT TELCO BOX
EXISTING SPRINT TELCO BOX
EXISTING H-FRAME
ON STEEL PLATFORM
EXISTING SPRINT TELCO BOX
EXISTING H-FRAME
ON STEEL PLATFORM
CONSULTANT:
�A
EXISTING LAFRAME
ON STEEL PLATFORM
6 —0
PROPOSED SPRINT
4 GPS ANTENNA
A_1p
NEW AT&T
A 511 CIENA 3911
AAV BOX
6'-0"
PROPOSED SPRINT
4 GPS ANTENNA
A-10
5 NEW AT&T
CIENMAV BOX
A-11
6 —0
MORRISouuOniN D x FIEL5
Plantation, FL3 4
Tel; 954.M.4655 Fax: 954.577.46%
STATE OF FiAsonh CDRd.wm 06
wwx.m°rtisonnerslifieltl.mm
SITE NAME:
SANDS ON THE OCEAN
SITE NUMBER:
M 154XCO15
EXISTING -
BATTERY �j
CABINET h
M
EXIRE NG
CABINET M
iv
EXISTING -
DEI `� -
CABINET M `D
o
N
2.-6..
a
j NEW CABLE
a TRAY
A-9
`D
.-
PROVIDE
UO CONDUIT
I UNDER NEW
v CABLE TRAY
N
EXISTING
BATTERY
CABINET
NEW
RBS
CABINET EXISTING
CABINET
-
EXISTING
NEW DEI
BBS CABINET
CABINET
_
2.-7.. 2._6. 4'-0"
-
�j
;.1
n
iD
M
'O
N N
-
`O
M
c
i-1
`r
iD
-I
-
M
ICABINET
v
o
N
NEW PR
RBS 'O C4/
CABINET o
NEW CABLE N
TRAY A
A_p
NEW PROVIDE M RRISON
BBS 2"0 CONDUIT
UNDER NEW
CABLE TRAY
SITE ADDRESS:
3100 OCEAN DRIVE
FT. PIERCE, FL 34949
ST. LUCIE COUNTY
pM F--
i r API1
9 V
``01111111I//7I,�
G 2 4• 100N ° W 14
.� \ C E tv's,
°°° �' Fo e2�j_
HEiSHgIENL°, r�¢2N�j,09 0 —
o a
STATE OF o 4,
;C
00
i 7j' ONA`-��0�
/I,111111111
1 6 —6"
16 —6"
YAN WANG
REGISTERED ENGINEER
STATE OF FIARIDA
PEp iG
EXISTING SPRINT
ELEVATED
PLATFORM
NEW SPRINT (3)
39MM 0 HYBRID
CABLE, ROUTED AT
EXISTING COAX
CABLE ROUTE (1
PER SECTOR)
NEW SPRINT (3)
39MM 0 HYBRID
CABLE, ROUTED AT
EXISTING COAX
CABLE ROUTE (1
PER SECTOR)
DRAWN BY: MS
DATE DRAWN: 03/19/12
REVIEWED BY:
CC APPROVED BY:
RL
MH PROJECT #:
7123001.00
REVISION
EXISTING SPRINT
CABLE TRAY
EXISTING-SPRINI
CABLE TRAY
NO
DESCRIPTION
BY
DATE
A
90% CD SUBMITTAL
MS
03 19 12
EXISTING SPRINT
ELEVATED.
PLATFORM
--. -
- _ _ _ _ —_ -
EXISTING SPRINT
ELEVATED
PLATFORM
0
FINAL
WJ
08/17 12
'
1 EQUIPMENT SITE PLAN (EXISTING)
o SCALE: 3 8" = 1'-0" (BASED ON 22x34 PAPER SIZE
/ ( )
za SCALE: 3/16" = 1'-0" (BASED ON 11x17 PAPER SIZE)
z®
�R, 2 EQUIPMENT SITE PLAN (TEMPORARY)
e o SCALE: 3/8" - 1'-0" (BASED ON 22x34 PAPER SIZE)
" SCALE: 3 16" = 1'-0" BASED ON 11x17 PAPER SIZE
czgy`I, z' o®( )
~� F2 3 EQUIPMENT SITE PLAN (FINAL)
o SCALE: 3/8" — 1'-0- (BASED ON 22x34 PAPER SIZE)
A SCALE: 3 16" = 1'-0" BASED ON 11x17 PAPER SIZE
z' o®( )
SHEET TITLE:
EQUIPMENT PLANS
SHEET NUMBER:
A_3
scue: 3/6' - T-6'
wzT: a/6' = Y-6'
scut 3/6'
NOTES,
CONTRACTOR TO FIELD VERIFY ANTENNA FIBER OPTIC CABLE LENGTHS.
ALL MAIN FIBER OPTIC CABLES WILL BE COLOR CODED AT THREE (3)
LOCATIONS.
COLOR CODE ALL ANTENNA AND FIBER OPTIC WITH 2" WIDE BANDS OF
COLORED TAPE WITH 1" SEPARATION BETWEEN BANDS.
COLOR CODE ALL TOP AND BOTTOM GROUND KITS WITH 1" WIDE BANDS
PROPOSED 3 2 1
EXISTING EQUIPMENT CABINETS
OF COLORED TAPE WITH 1/2" SEPARATION BETWEEN BANDS.
SPRINT PANEL q-7 A-10 A-12
MOUNTED ON ELEVATED STEEL
START COLOR BANDS 2" BEYOND WEATHERPROOFING.
ANTENNAS
PLATFORM
START SECTOR COLOR NEXT TO END CONNECTOR.
MOUNTED ON
(BY OTHERS)
ALL MAIN FIBER OPTICS CABLES WILL BE GROUNDED W/ COAXIAL CABLE
NEW TRIPOD
EXISTING ANTENNAS MOUNTED
GROUND KITS AT:
THE ANTENNA LEVEL
TOP OF PENTHOUSE WALL
ON PENTHOUSE WALL (BY
MID LEVEL IF TOWER IS OVER 200'
ELEV. t150'-2" AGL
OTHERS) (TYP.)
BASE OF TOWER PRIOR TO TURNING HORIZONTAL
C.L OF EXISTING PROPOSED SPRINT ANTENNAS
PROPOSED SPRINT
TERMINATION OF FIBER OPTIC LINES TO JUMPERS
ALL NEW GROUND BAR DOWNLEADS ARE TO BE CADWELDED TO THE
ELEV. >`740'—O" AGL
EQUIPMENT CABINETS ON
A-3
EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF
h TOP OF PARAPET WALL
EXISTING ELEVATED STEEL
PLATFORM
4FT BELOW GROUND BAR
ELEV. t134'-2" AGL
PROVIDE BUSS BAR NEAR BTS FOR AT OF FIBER OPTIC CABLE
GROUND KITS
EXISTING BUILDINGA-Ao
NOTE: RRUS ARE TO BE
POWERED UP WITHIN 24
HOURS OF PLACEMENT ON
THE TOWER.
DO NOT OPEN RRU
PACKAGES IN THE RAIN
GRADE
ANTENNA FIBER OPTIC CABLE NOTES'
THE ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING
AND SUPPLYING SPRINT WITH 3 TYPEWRITTEN SWEEP TESTS (ANTENNA
RETURN LOSS TEST). THIS TEST SHALL BE PERFORMED TO THE
SPECIFICATIONS AND PARAMETERS OUTLINED BY THE SPRINT RADIO
FREQUENCY (RF) ENGINEER. THIS TEST SHALL BE PERFORMED PRIOR
TO FINAL ACCEPTANCE OF THE SITE/
THE ANTENNA FIBER OPTIC CABLE INSTALLER SHALL BE RESPONSIBLE FOR
PERFORMING AND SUPPLYING SPRINT WITH 3 TYPEWRITTEN TIME DOMAIN
REFLECTOMETER (TDR) TESTS TO VERIFY CABLE LENGTH AND TO CHECK
FOR WATER DAMAGE.
VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS.
ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL
BE 1/2" JUMPERS AND SHALL NOT EXCEED 6'-0". MAXIMUM LENGTH
FOR THE JUMPERS AT WIMAX BTS UNITS WILL BE 6'-0".
UPON COMPLETION, PROVIDE A HEIGHT VERIFICATION DEPICTING RAD
CENTER AND TOP OF ANTENNA.
NOTE:
NEW SPRINT HYBRID CABLES TO RUN
ALONGSIDE EXISTING SPRINT CABLES.
CONTRACTOR TO TAKE EXISTING CABLES
TO BE REMOVED IN FINAL CONFIGURATION
OFF THEIR SUPPORTS (SNAP —INS) THEN BUNDLE
THEM WITH ZIP TIES DURING THE INTERIM
CONFIGURATION. NEW HYBRID CABLES TO BE
INSTALLED WHERE EXISTING CABLES TO BE
REMOVED WERE. COORDINATE IN FIELD.
NOTIFY ERICSSON CM OF ANY DISCREPANCY.
NOTE:
1. MORRISON HERSHFIELD CERTIFIES THAT SPRINT'S ENTIRE ANTENNA SUPPORTING MOUNT, INCLUDING
ARMS AND ALL OTHER ASPECTS OF THE SUPPORTING MOUNT IS DESIGNED TO SUPPORT THE SPRINT
NETWORK VISION EQUIPMENT DEPLOYMENT.
2. NO WORK SHALL COMMENCE WITHOUT THE APPROVED ANTENNA MOUNT STRUCTURAL ANALYSIS REPORT
SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER UNDER SEPARATE COVER. IF REQUIRED, THE
CONTRACTOR SHALL MODIFY ANTENNA MOUNTS AS INDICATED IN THE ABOVE MENTIONED STRUCTURAL
REPORT OR ASSOCIATED MODIFICATION DESIGN DRAWINGS.
CONTRACTOR TO COORDINATE WITH PROJECT MANAGER TO OBTAIN A COPY.'
3. CONTRACTOR TO VERIFY CONDITION OF & TORQUE DOWN ALL CONNECTIONS OF EXISTING MOUNT PRIOR
TO PLACEMENT OF NEW LOADS.
SCALE: 1/64" = V-0" (BASED ON 11x17 PAPER
ANTENNA MOUNTING NOTES'
DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM
CURRENT ANSI/EIA/TIA-222; APPENDIX B FOR WIND LOADING;
"STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTE NA
SUPPORTING STRUCTURES" OR APPLICABLE LOCAL CODES.
ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN
ACCORDANCE WITH ASTM A123 "ZINC (HOT —DIPPED GALVANIZED)
COATINGS ON IRON AND STEEL PRODUCTS", UNLESS OTHERWISE NOTEI
ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE
GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC—COATIN%�,�1(� ((.��T�
DIP) ON IRON AND STEEL HARDWARE", UNLESS OTHERWISE NtYF�l9:^15
DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD
GALVANIZING IN ACCORDANCE WITH ASTM A780.
ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH DOUBLE NUTS AND
SHALL BE INSTALLED SNUG TIGHT.
MINIMUM HORIZONTAL SPACING SHALL BE 2'-0" BETWEEN ALL ANTENNAS.
NOTES:
ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE
NORTH HEADING.
CONTRACTOR SHALL VERIFY PROPOSED ANTENNA FAD CENTER AND
ORIENTATIONS WITH SPRINT PCS PRIOR TO INSTALLATION OF ANTENNAS.
PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING
TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED
STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING
THE PROPOSED LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS.
CONTRACTOR SHALL REFER TO TOWER STRUCTURAL CALCULATIONS FOR
ADOMONAL LOADS. NO ERECTION OR MODIFICATION OF TOWER SHALL
BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER,
APPROXIMATE CABLE RUN
SECTOR A
SECTOR B
SECTOR C
TOTA
- 66 =0"—
—218'=O"
—1"63'=0"—
FROM RRU TO
6'-0"
6'-0"
6'-0"
HORIZONTAL RUN
HORIZONTAL RUN
225'-0"
180,-0"
130'-0"
0 STL. PLATFORM
PLATFORM
12'-0"
12'-0"
12'-0"
TO RIBS
2 CABLE RUN TABLE
N.T S.
Sprint
-
1 INTERNATIONAL BOULEVARD
SUITE #800
MAHWAH, N.J. 07495
off ,'
MORRISON HERSHFIELD
Two Sou01 Univemly Ddve, Suhe 245.
PlanMllm FL33324
Tel: 954.517A655 Fax XA.577A656
STATE OF FLORIDA CO# 00008508
v .momwnhemhfdd.wm
SITE NAME:
SANDS ON THE OCEAN
SITE NUMBER:
M154XCO15
SITE ADDRESS:
3100 OCEAN DRIVE
FT. PIERCE, FL 34949
ST. LUCIE COUNTY
1``1`111111111/I/ZZ''i
Al
SCE/V ° ''.
NO. 62209
DLLr CUV,L a
STATE OF e=
!ONA L
YMI WANG
REGISTEREDENGINEER
STATE OF FLORIDA
PE# W
DRAWN BY: MS DATE DRAWN: 03/1
REVIEWED BY: CC I APPROVED BY:
MH PROJECT #: 7123001.00
SHEET TITLE:
BUILDING ELEVATION
AND DETAILS
SHEET NUMBER:
A-4
1
— .,-wau raont ..
Seoul a
So4
40U5119n61e��
e
3-- -
3
-0-----
PA4Sl29
0
0
0
PAU nDod
0
0
0
JUMMU9e
0
0
0
wIMI
0
0
0
IWIISA2MOCule
1
1
1
- -- -
•.�
_ RRII Caum.DeWiktlfirea20avm
..
.- ..
NN9S1 "s�`.. .,
.:3�ut x�
"a'SMY4t'
.`.Setl¢3.�t�"
:v. 5eamd ',
xs SegaS •,•-�
Sa1aS'"::--::
CIYA!_190t
1
1
1
M-m
0
0
0
LM-1e100
0
0
0
L _Doe
1
1
1
LTT_2540
0
0
0
EQUIPMENT SCHEDULES ARE BASED ON
RFDS REVISION # B1
- [om6inen
>, "�
SedoTt ; �
e SedoT1
Count
Manu(advTPl
Model
Gain (dB)
- BBO MHz FILTER - •.-
. �;..,,...., s
,.. Sea3oA ':.a
"Sectm2:.:,:
Se�to19'"=a,
,'".. Sector4:--_
,..';.SeUoiS.,cce.
,*;.•Secia6. a
('puM
1
1
1
Manufacturer-
Erlasan
Filcsson
ETiesson
Model
BWESMR
SW ESMR
SW FSMR
tC�ots`
sNaCeie
_ GPS ItIfD
i
RBS
1
6102
us„ :'^-'.x4 . &;a
.,r�,`N?"( $ `S
B85
1
6102
VCTda
Elcasw
whi,
Modal_
GPSTMGt0WW
MY20 BBS
—.._
Type
___�____
---
I
-CaLdeiedamlatim _•:. - -.. - - .
StartistopFueF,
.. -. - Chmnel
BemeMCauoR'
--
Cauteu?
F<
MT 11R4MP
.&R c
a1A5„`¥Toiet 1
.37woE 1
2Pe7Cml9er' --
UADVF00
1
8622754US25
817215-01OMS
in
6
392
EV➢0800
0
0
0
0
UADV-100
1
100:
19M.W5.1939315
11150,183-1859375
m
6
192 --
EVDO.1900
1
T5;
19N,MS.1939.375
109.06-18 9375
in
6
392
LTE 19M
1
1990.000.1995to0
1910,000-1915.000
UE 18d0
Told 800 1 1
TOWI9DO 1
IRS COnfigiu9ion _ '_ _ _
TI COURTS I
RBSlledulea -
aunLk L1i
DBu -
OBA
CEEA1
DUL. _
YRBS1 s
0
2
a
3
AROZ
0
0
0
0
.:'-1SCfAN{19001
RBSCaNa._.,
foam.'..➢ .x
ABA (IBM)
RLE61A183a1-
ABA
_
t"?°�*RBSi�;r�
0
0
0
0
';<
, a-i®R ..:
0
0
0
10
---
CDVA ISO 1
WMA 1900 1
EV00800 0
EVW 1900 - 1
LTE 0
1
71TR7
2
0
A�
Sprint®
1 INTERNATIONAL BOULEVARD
SUITE #800
MAHWAH, N.J. 07495
■LA
MORR15ON HERSHFIELD
Two Soem University Dnve, Suite 245,
PlanbGon. FL 33324
Tel: 954.57T4655 Fax: 954.577.4656
STATE OF FLORIDA COO 00008508
w .mmdsonheo:hfield.00m
SITE NAME:
SANDS ON THE OCEAN
SITE NUMBER:
M154XCO15
SITE ADDRESS:
3100 OCEAN DRIVE
FT. PIERCE, FL 34949
ST. LUCIE COUNTY
2
Nq Al
e°�-3 °
=_-a 1: STATE OF
ONA I
InuN
VAN WMG
REGISTERED ENGINEER
STATE OF FLORIDA
PE062209
DRAWN BY: MS DATE DRAWN: 03/19/12
REVIEWED BY: CC APPROVED BY: I RL
MH PROJECT #: 7123001.00
SHEET NUMBER:
A-5
NT
PREPARED FOR:
EXISTING 200A, 240V
UTILITY METER
EXISTING 200A-2P
NEMA 3R ENCLOSED
MAIN FUSED
DISCONNECT SWITCH
EXISTING 20DA-2P
GEN. CIR. BREAKER
EXISTING 200A GEN.
PLUG
EXISTING 20OA-2P
UTILITY CIR. BREAKER
EXISTING #4 CU.
GROUND ELEC.
CONDUCTOR IN 3/4"
COND- VERIFY AND
TEST- REPLACE IF
REQUIRED
MAIN BREAKER 20OA-2P, 10
PANEL RATING: 120/24OV, 60 HZ 10, 200A PANEL PP-1 INSIDE PPC CABINET
POS.
SERVING
BREAKER
WIRE SIZE & TYPE
LOAD (VA)
POS.
SERVING
BREAKER
WIRE SIZE & TYPE
LOAD (VA)
A
B
A
B
1
NEW ERICSSON RBS
6102 CABINET
100A-2P
(3)#2 & #6 IN 2- C.
9600
7
EXIST. SURGE SUP.
(TVSS)
6OA-2P
EXISTING
0
2
9600
8
0
3
SPARE
70A-2P
-
-
9
SPACE
-
-
-
4
-
10
SPACE
-
-
-
5
SPACE
-
-
-
11
EXIST. GFl RECEPT.
15A-1P
EXISTING
180
6
EXISTING TELCO FAN
10A-1P
EXISTING
180
12
SPACE
-
-
-
NOTE: TOTAL VA
1) ALL WIRES AND CONDUIT SIZES SHOWN TO BE COORDINATED WITH THE EQUIPMENT CABINET MANUFACTURER TOTAL AMPS PER PHASE
SPECS PRIOR TO INSTALLATION.
2) PANEL SCHEDULE IS FOR REFERENCE ONLY. EXACT BREAKER POSITIONS MAY VARY ON -SITE. TOTAL AMPS
9780
9780
82
82
82
3) PANEL SCHEDULE REPRESENTS TEMPORARY PHASE AS DEPICTED IN 3/A-3 IN WHICH THE EXISTING BTS
CABINETS HAVE BEEN REMOVED.
PANEL SCHEDULE (FINAL PHASE)
2 N.T.S.
0
! n
Sprint'
P .�
1 INTERNATIONAL BOULEVARD
SUITE #800
MAHWAH, N.J. 07495
■pA
MORRISON HERSHFIELD
Two SouM Univ nifty Dnve. Su0 245,
Plantation, FL3 4
Tel: 9515n.46M Fe .954.5n.46M
STATE OF FLOMDA CO# 00008508
..moM.n6ersO8eTd..o
SITE NAME:
SANDS ON THE OCEAN
SITE NUMBER:
M154XCO15
SITE ADDRESS:
3100 OCEAN DRIVE
FT. PIERCE, FL 34949
ST. LUCIE COUNTY
—EXISTING (2) 5/8" X
10-0" D. DRIVEN
REFER TO PANEL GROUND ELECTRODES
SCHEDULE 6-0' APART
n y111111T
UG 2 k '2, �yTTTTi�
�'R,'1°°°e� N
`�� y C E NS,° C
PROVIDE NEW OR I
REUSE EXISTING I
100A-2P CIR. I
OUTLINE OF EXISTING
POWER CABINET
MORRIS
N HsRstjPq_1 D r[7��°e 6'
O. 62209
= e =
°o °
BREAKER
EXISTING BRANCH
CIRC. LOAD L--_----J
CENTER (PANEL
PP-1)
COORDINATE WIRE
SIZE AND CONDUIT
SIZE WITH EQUIP.
MANUFACTURER MIN.
TELCO (3) #2 AWG THHN
CABINET AND (1) #6 AWG
GROUND IN 2" RMC
TATE OF °
0 0°°O �4v
�� °°4°pppppO° `
��''SS/ANAL E�G��`
''1/41111110%
MAIN BREAKER 200A-2P, 10
A.F.G. AND RNC B.F.G.
PANEL RATING: 120/240V, 60 HZ 10, 200A PANEL PP-1_ INSIDE PPC CABINET
LOAD (VA)
LOAD (VA)
NEW 2" RMC A.F.G
POS.
SERVING
BREAKER
WIRE SIZE & TYPE
POS.
SERVING
BREAKER
WIRE SIZE & TYPE
YAN WMG
A
B
A
B
NEW ERICSSON NEW ERICSSON
AND RNC B.F.G
WITH PULLSTRING
1
NEW ERICSSON RBS
6102 CABINET
10OA-2P
(3)#2 & #6 IN 2" C.
9600
7
EXIST. SURGE SUP.
(TVSS)
6OA-2P
EXISTING
0
REGISTERED ENGINEER
STATE OF FLORIDA
aE#ezzoe
2
9600
8
0
3
EXISTING BTS
7OA-2P
EXISTING
6720
9
SPACE
-
-
-
BBS 6102 RBS 6102
DRAWN BY: MS
DATE DRAWN: 03/19,
4
6720
10
SPACE
-
-
REVIEWED BY:
CC APPROVED BY:
5
SPACE
-
-.
-
11
EXIST. GFl RECEPT.
15A-1P
EXISTING
180
CONNECTION INSTALLED
BY ERICSSON
- _____----INSTALLATIONS---
NOTE:
SEE SHEET 1/E-1 FOR
ADDITIONAL LOW VOLTAGE
NEW 2" RNC
_
W/PULL-STRING-TO—
FIBER DEMARC
LOCATION. REFER TO
PLAN DRAWINGS FOR
FIBER DEMARC
LOCATION AND
ROUTE
MH PROJECT #:
7123001.00
_—_—.—
6
EXISTING TELCO FAN _--__
10A-1P
EXISTING
._...
_.
180
._._.:._._._.
12
SPACE
�__._____--_REVISION
-
-
-
- -- - TOTAL VA 16500 16500
NOTE:
1) ALL WIRES AND CONDUIT SIZES SHOWN TO BE COORDINATED WITH THE EQUIPMENT CABINET MANUFACTURER TOTAL AMPS PER PHASE 138 138
SPECS PRIOR TO INSTALLATION. TOTAL AMPS 138
2)PANEL SCHEDULE -IS -FOR -REFERENCE -ONLY.. EXACT BREAKER POSITIONS MAY -VARY -ON -SITE:- -- ---- -
3) PANEL SCHEDULE REPRESENTS TEMPORARY PHASE AS DEPICTED IN 2/A-3 IN WHICH THE MAXIMUM
ELECTRICAL LOAD WILL BE PRESENT.
NO
DESCRIPTION
BY
DATE
A
90% CD SUBMITTAL
MS
03 19,
0
FINAL
WJ
08/ 17,
CONNECTIONS FROM THE
RBS 6102
SHEET TITLE:
POWER/TELCO
DIAGRAMS
3 SINGLE LINE DIAGRAM
N.T.S.
,� PANEL SCHEDULE (TEMPORARY PHASE)
N.T.S.
SHEET NUMBER: /�
E — ^
'
GROUNDING NOTES:
PREPARED FOR:
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
® COPPER GROUND ROD ® TEST WELL
1. ALL DOWN CONDUCTORS AND GROUND RING CONDUCTOR
+,f3¢y
PER
SHALL #2 AWG, SOLID, BARE, TINNED COPPER. ALL
CONNECTIONS TO GROUND RING SHALL BE EXOTHERMICALLY
MACONNECT
NUFACTURER SPECS GROUND BAR
Sprint'
WELDED. CONDUCTOR SHALL BE A MINIMUM DEPTH BELOW GRADE
f
CADWELD CONNECTION � \ -'
OF 30 INCHES OR TO THE LEDGE. MINIMUM BEND RADIUS SHALL
I
BE 8 INCHES. CONDUCTOR SHALL BE AT LEAST 24 INCHES FROM
'
■ MECHANICAL CONNECTION
ANY FOUNDATION.
(DOUBLE HOLE LUG)
NEW RRU (TYP. EACH #2 AWG STRANDED GREEN JACKET
2. ELECTRICAL GROUND ROD SHALL BE COPPER CLAD STEEL,
1 INTERNATIONAL BOULEVARD
SECTOR) BONDING RRU TO ANTENNA " HELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM
HARGER, T&B, ERICO OR EQUIVALENT.
SUITE #800
GROUND BUS BAR I
(TYP. EACH SECTOR)
3. WHERE MECHANICAL CONDUCTOR CONNECTIONS ARE SPECIFIED,
MAHWAH. N.J. 07495
BOLTED, COMPRESSION -TYPE CLAMPS OR SPUT-BOLT TYPE
CONSULTANT:
#2 AWG SOLD TINNED COPPER
CONNECTORS SHALL BE USED.
o _
BONDING ANTENNA TO ANTENNA
GROUND BUS BAR
4. GRIND OFF GALVANIZING IN AFFECTED AREA. EXOTHERMICALLY
WELD #2 CONDUCTOR AT 6 INCHES ABOVE GRADE OR
■
FOUNDATION, WHICHEVER IS HIGHER. COLD-GALV AFTER.
MORRISON HERSHFIELD
PROPOSED PANEL
EXOTHERMICALLY WELD OTHER END TO GROUND.
Tm SwM Umversiry Drive, Su0 245,
ANTENNA
( TYP. EACH
5. GROUND CONDUCTORS ON EXTERIOR WALL OF SHELTER SHALL
Plant w, FL M324
Ted: 954.5n.4655 F. 954.5TI.4656
SECTOR). EXISTING ANTENNA GROUND BUS
BE ENCASED IN 3/4" PVC CONDUIT TO GRADE. MOUNT PVC WITH
STATE OF FLORIDA CO# 00008508
w .mmwnhe hfield.mm
SEE SHEET A-7 BAR NEAR EXISTING ANTENNAS
GALVANIZED "C" CLAMPS. SEAL TOP ENDS.
FOR PROPOSED WITH COAX GROUND KIT. SEE
CONFIGURATION DETAILS ON SHEET E-5.
(TYP. EACH SECTOR)
6. FOLLOWING COMPLETION OF WORK, CONDUCT GROUND TEST.
EXISTING GROUND TO ANTENNA
SUBMIT WIRTTEN TEST TO CONSTRUCTION MANAGER AND PROJECT
MANAGER.
SITE NAME:
GROUND BAR AT NEXT SECTOR
SANDS ON THE OCEAN
(TYP.)
7, ALL GROUNDING WORK SHALL COMPLY WITH CARRIERS)
NOTES:
STANDARDS.
SITE NUMBER:
EXISTING GROUND TO GROUND
BAR AT EQUIPMENT CABINETS 1. CONTRACTOR TO VERIFY EXISTING
8, GROUNDING REQUIREMENTS SHOWN ON THIS PLAN ARE FOR
M154XC015
(TYP,) LUG SPACES ARE AVAILABLE ON
ITEMS THAT ARE LOCATED NEAR GRADE LEVEL AND THAT NEED TO
GROUND BAR. ADD ADDITIONAL BUS
BE TIED TO THE BELOW GRADE GROUND RING.
SITE ADDRESS:
BAR IF NO LUG SPACES ARE
AVAILABLE.
9. UNLESS NOTED OTHERWISE, ALL GROUNDING SHALL BE IN
3100 OCEANDRIVE
2. ANTENNA GROUNDING CONNECTIONS
ACCORDANCE WITH SPRINT'S SSEO DOCUMENTS 3.018.02.004
FT. PIERCE, FL 34949
N SHOWN ARE NOT EXACT TO THIS
"BONDING, GROUNDING AND TRANSIENT PROTECTION FOR CELL
ST. LUCIE COUNTY
l��f \TRGE. SITE. FOR EXACT ANTENNA LAYOUT
REFER TO SHEET A-7
SITES", AND 3.018.10.002 "SITE RESISTANCE TO EARTH TESTIP�G�
ALL ING ALSO COMPLY WITH Lam¢
n
1 �
S"�ADfi1� E L
NATIONAL ELECTRICAL CODEL(NEC).AND
CODES, AND NHESHALL
II
1, ANTENNA GROUNDING PLAN
,1►2¢
10. THE GROUND RING SHALL BE INSTALLED
zP
SCALE: N.T.S
WITHIN 18 TO 24
INCHES FROM THE EQUIPMENT PAD FOUNDATION
OR EQUIPMENT
PLATFORM.
rT� �►��11111�//��
G 2 0 2012 W.4
11. GROUND RODS SHALL NEVER BE SPACED HORIZONTALLY
°
��"i ° C E N
GROUNDING LEGEND:
CLOSER THAN TWCABLE THE GROUND ROD LENGTH.
MORRIS
e `SF0. ti i
N HE�SHFI?i �R�
SYMBOL DESCRIPTION
12. UNLESS NOTED OTHERWISE, ALL GROUNDING CONNECTIONS
z 9 $
o
• EXOTHERMIC WELD
SHALL BE MADE BY AN EXOTHERMIC WELD.
°
--- GROUND CONDUCTOR
13. NOTIFY THE CONSTRUCTION MANAGER 24 HOURS IN ADVANCE
TATE 0
e
• MECHANICAL CONNECTION
WHEN THE BURIED GROUND RING IS INSTALLED SO THAT A
GROUND ROD EXOTHERMICALLY
REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS
°
o�°
WELDED TO GROUND RING
BACKFILLED WITH SOIL.
����i$'S O°° e pOe
♦ CONNECTION PER
14. RESISTANCE TO EARTH TESTING IS REQUIRED PER SNC
���ONA;
MANUFACTURER SPECS
STANDARDS ON ALL NEW SITES.
NEW ERICSSON
RBS 6102 CABINET
REFER TO SHEET NEW #2 AWG STRANDED GREEN JACKET COPPER
AFOR EXACT BONDING CPS ANTENNA MOUNTING PIPE TO EXISTING
NOTE:
YN Nc
CONFIGURATION GROUND BAR. BOND GPS COAX TO EXISTING GROUND
CO
BAR WITH #6 AWG GROUND KIT
PROPOSED METALLIC CONDUITS AND
REGISTEREDDENGINEER
FLORIDA
EXISTING STEEL PLATFORM
PROPOSED BRACKET SHALL BE BONDED
TO EXISTING GROUND RING USING A #2
STATE OF
PFx nw
AWG SOLD TINNED COPPER CONDUCTORS.
NEW ERICSSON RBS 6102 BATTERY
PROVIDE A PARALLEL TYPE EXOTHERMIC
DRAWN BY: MS
DATE DRAWN: 03/19/12
CABINET. REFER TO SHEET A-3 FOR
WELD AT GROUND RING AND U.L
REVIEWED BY:
CC JAPPROVED BY: I RL
EXACT CONFIGURATION
APPROVED GROUNDING CLAMP AT
CONDUIT.
MH PROJECT #:
7123001.00
NOTE:
-- --- _ -=IF-IXISi1NG=GROUND=BAR=15=P-RESENT=IN=
--REVISION.--
EQUIPMENT EQUIPMENT AREA, BOND CABINET GROUND
NO
DESCRIPTION
BY
DATE
A
90% CD SUBMITTAL
MS
03/19/12
CONNECTION TO GROUND BAR WITH
MECHANICAL CONNECTION INSTEAD OF
0
FINAL
WJ
08/17/12
#2 AWG COPPER BONDING NEW - s- --- z - - -� -- GROUND RING
a
EQUIPMENT CABINET TO EXISTING
GROUND BAR. EXACT CONDUCTOR
TYPE AND CONNECTION TO CABINET EXISTING GROUND BAR MOUNTED ON NOTE:
PER MANUFACTURER SPECS. STEEL PLATFORM CABINET, H-FRAME, AND GPS ANTENNA
LAYOUT SHOWN IS NOT EXACT TO THIS
SITE. FOR EXACT CABINET LAYOUT REFER
SHEET TITLE:
TO SHEET A-3.
GROUNDING PLAN
N
£ T/7
~�\2o
EQUIPMENT GROUNDING PLAN
SHEET NUMBER:
- - - _ —
NOTE: -
- -
PREPARED FOR:
SURGE ARRESTER
U-BEAM
GENERAL CONTRACTOR SHALL
REFERENCE SECTION 3.5
'EARTH GROUNDING THE BASIC BASE
NOTE TO CONTRACTOR
1
FRAME" OF THE ERICSSON GBF
INSTALLATION DOCUMENTS, FOR ALL
®
®
RRU REQUIRES SFP PART #: RDH
102 47/2 OPTICAL TRANCIEVER
ONLY. DO NOT SUBSTffl1TE
• ®
Sprint
GBF (GLOBAL
CONNECTION SPECIFICATIONS.
BASE FRAME) HEX CAP
BOLT
WASHER
RBS GBF GROUND BAR
GC TO FURNISH AND INSTALL A
2"X6" HOLE GROUND BAR IN THE
\
o \,>
S% >
1 INTERNATIONAL BOULEVARD
SUITE00
RRUS, PER PLAN
GBF OF THE RBS AND TIE INTO
MAHWAH.N.J.J. 07495
8
EXISTING GROUND RING.
o
LUG CONNECTION
CONSULTANT:
GPS LIGHTNING ARRESTOR INSTALLATION
1. INSTALL THE GPS LIGHTNING ARRESTOR
GROUNDWIRE, PER PLAN
^
ONTO THE U-BEAM OF THE BASE FRAME
AS SHOWN IN THE DIAGRAM BELOW AND
MORRISON HERSHFIELD
TORQUE TO 10 NM.
NOTE:
Two Sout University Driv, Su'ae 245,
LUG CONNECTION
e
2. INSTALL THE GPS ANTENNA CABLE
THROUGH THE CABLE ENTRY AND
GENERAL CONTRACTOR SHALL REFERENCE
Plantation, FL=24
Tel: 954.5n.4655 Fax: 954.5n.46%
CONNECT TO THE 'SURGE' SIDE OF THE
SECTION 8.3.2: EARTH GROUNDING THE
STATE OF FLORIDA C0000008508
UGHTNING ARRESTOR.
RRUS 11" OF THE
vnvwmonl erstIfiel4.m
GROUNDWIRE,
3. CONNECT THE COAX CABLE TO THE GPS
ERICSSON RRUS INSTALLATION DOCUMENTS,
PER PLAN RECEIVER TO THE 'PROTECTED' SIDE OF
FOR ALL CONNECTION SPECIFICATIONS.
6 GBF DETAIL
THE LIGHTNING ARRESTOR.
5 RRU GROUNDING DETAIL
SITE NAME:
SCALE: N.T.S
SCALE: N.T.S
SANDS ON THE OCEAN
NOTE:
SITE NUMBER:
GENERAL CONTRACTOR SHALL
REFERENCE SECTION 8
NOTE:
GENERAL CONTRACTOR SHALL
M154XC015
"GROUNDING THE CABINET' OF THE
REFERENCE SECTION 10
ERICSSON RBS 6102 INSTALLATION
" CONNECTING THE POWER SUPPLY"
SITE ADDRESS:
DOCUMENTS, FOR ALL CONNECTION
OF THE ERICSSON RBS 6102
3100 OCEAN DRIVE
SPECIFICATIONS.
INSTALLATION DOCUMENTS, FOR ALL
FT. PIERCE, FL 34949
CONNECTION SPECIFICATIONS.
ST. LUCIE COUNTY
GROUNDWIRE,
.Oy 9'
PER PLAN
STAMP:
PRI
TEQ
, 1A,,I
®
.� N W A ",
V4<
AUG
yP ° 'yc'
U *2 °�\ C E NSF° 0",
POWER CONNECTOR
'�"'
e° NO. 62209
LUG CONNECTION
STRIPPED CABLES FROM MORRISON H
RSI�I ° CORP °
DC POWER SUPPLY
° STATE OF a L
O ° o°
e
�o ��NA L E?O`��
NA L
RBS GROUNDING DETAIL
3 POWER CONNECTION AT RRUS
4 SCALE: N.T.S
SCALE: N.T.S
YAN WMG
CABLE CLAMP
NOTE:
REGISTERED ENGINEER
STATE OF FLORIDA
NOTE:
INSCRIPTION
GENERAL CONTRACTOR SHALL
PE*n09
PCU AC (POWER
GENERAL CONTRACTOR SHALL
PCF (POWER
REFERENCE SECTION 10
CONNECTING THE POWER SUPPLY"
CONNECTION
UNIT AC) 0 0 0 O m
REFERENCE SECTION 10
'CONNECTING THE POWER SUPPLY"
CONNECTION FILTER)
OF THE ERICSSON RBS 6102
DRAWN BY: MS
DATE DRAWN: 03/19/12
REVIEWED BY:
CC APPROVED BY:
RL
RBS 6102
OF THE ERICTION
CABLE GLAND
INSTALLATION DOCUMENTS, FOR ALL
CONNECTION SPECIFICATIONS.
MH PROJECT $:
7123001.00
DON
e e e o INSTALLATION DOCUMENTS, FOR ALL
CONNECTION SPECIFICATIONS.
STRIPPED
=CABLES—
FROM DC POWER
NO
DESCRIPTION
BY
DATE
- - —
TERMINAL O
BLOCKS
SUPPLY o
A
90% CD SUBMITTAL
MS
03 19 12
0
FINAL
WJ
OB 17 12
o
o a
OVP INLETS
o
0
0
SHEET TITLE:
ERICSSON EQUIP.
ELECTRICAL DETAILS
SHEET NUMBER:
AC POWER CONNECTION AT RBS
.� DC POWER CONNECTION AT RBS
E-4
2 SCALE: N.T.S
SCALE: N.T.S.
°
#6 AWG FROM ANTENNA
PREPARED FOR:
CABLE GROUND KIT
GROUND BAR TO BE
Sprint*
N
TYPE HS TYPE 2-YA-9 PE XA TPE Ya-2 7ypE GT
MOUNTED ON WALL
OR ON ANTENNA
TOWER
<TCII
OOOO
#CONNECT
1 INTERNATIONAL BOULEVARD
SUITE
00000O� OHO 0 QO OO
N.J.0
MAHWAH, .J. 07495
1Y� TA TYPE VN TYPE NC TYPES LYPE�
0
CONSULTANT: ���777111
�^
' �
TINNED, SOLIDE LUG, TO
COPPER BUSS BAR,SED TO
HARDER 420MTO GROUND
nu�rsly0 � s�i 2455,,
TYPE W ME VS ME VB TYPE PT TYPE OR
13AR
GROUND BAR ORTEM
ImS
Planation, FL 24
EQUIVALENT.
Tel: 954.5R.4655 Fax 9M.577.4656
INSTALLATION OF GROUND
I
STATE OFFLORIDAOON00005508
wwwmomwMershfieltl.c°m
NOTE,
EXOTHERMIC WELD
WIRE TO GROUND BAR DETAILS CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS &
5
OR EQUIVALENT ON ALL LUG CONNECTIONS
4SCALE:
N.T.S.
N.T.SBETTS)
SITE NAME:
FROM ANTENNA NOTE: DO NOT INSTALL CABLE GROUND
SANDS ON THE OCEAN
KIT AT A BEND AND ALWAYS
DCIGBET GROUND WIRE DOWN TO
5
SITE NUMBER:
T
2
4 o
M 154XCO15
TX/RX
APPROVED WEATHERPROOFING KIT
JUMPER RjR
3 /
7/16" � 0 a D o 0)
/jl 0 0 0 °0 0 o
SITE ADDRESS:
3100 OCEAN DRIVE
Fi. PIERCE, FL 34949
�(NP.)
ONLY WHE
0 0
IE COUNTY
r
AND LARGEAPPROVED GROUND CONNECTOR
0 0 0 �o o
0
0 0 PR'1S4M
e .$L
T H
I I KIT (TYP.)
3 �o
0 o 0 1
I I
LEGEND,
APPROVED ANTENNA CABLE TO CABLE TRAY
1
BEMAI "LUG2CCONFIGURATION ON INSTRUMENT Co., HARDER TGB114420M, OR EQUIVALENT. A
G OP1eN
WEATHHERPROOFING
HOLE CENTERSRTOROUND MATCH DOUBLE
ol,WA°N'////
•
KIT (TYP.)
2. INSULATORS, NEWTON INSTRUMENT Co. CAT. NO. 3061-4 OR HARGER EQUIVALENT.
MORRISO
��
HER,'.,
#2 AWG BTCW
3, 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. N0. 3015-8 OR EQUIVALENT.
$6 AWG
4. WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR HARGER EQUIVALENT.
o N0. 62209
FROM ANTENNA
FRAME, SUPPORT TINNED, SOLID COPPER BUSS BAR,
GROUND BAR
5. 5/8-11 X 1" H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR HARGER EQUIVALENT.
= °
_
•
GROUND WIRE AS HARGER TGBI14420M
NEEDED OR EQUIVALENT
NOTES:
STATE OF
'� o
1. ALL MOUNTING HARDWARE CAN ALSO BE USED ON 6'. 12", 18", ETC. GROUND BARS.
// o
No°
CONNECTION TO ANTENNA GROUND oR°SYSTEM GB
2. ENTIRE ASSEMBLY AVAILABLE FROM NEWTON INSTRUMENT CO. CAT. NO. 2106060010 OR AS HARDER TG3114420M.
°O .00
��NAL F'%���`
BUILDING GROUND
WIRES TO GROUND BAR DETAIL
GROUND BAR DETAIL
110jjjjjj1111
3
2
SCALE: N.T.S
SCALE: N.T.S.
TIN COATED —
SOLID COPPER BUSS
BAR PER SPRINT S/S FLAT WASHER
YAN WANG
REGISTERED ENGINEER
SPECIFICATIONS (TYP•)
STATE OF FLORIDA
S/S BOLT (TYP.)
NOTES: 2 HOLE, LONG
PEa 09
1. ALL HARDWARE 18-8 STAINLESS BARREL TINNED SOLID
DRAWN BY: MS
DATE DRAWN: 03/11/12
COPPER LUG (TYP.)
STEEL INCLUDING SPLIT WASHERS.
REVIEWED BY:
CC APPROVED BY:
RL
2. COAT WIRE END WITH NOTE: MINIMUM OF
MH PROJECT #:
7123001.00
ANTI -OXIDATION COMPOUND PRIOR 3 THREADS TO BE
�O-INSERTION-INTO'LVG-BARREL ---VISIBLE= TYP..)___ - - _ --
S/S FLAT WASHER (TYP.
_
REVISION
NO
DESCRIPTION
BY
DATE
A
90% CO SUBMITTAL
MS
03/19/12
AND CRIMPING.
3. APPLY ANTI -OXIDATION COMPOUND
O
FINAL
WJ
08 17/12
BETWEEN ALL LUGS AND BUSS r 5/S NUT (TYP.)
BARS PRIOR TO MATING AND S/S SPLIT WASHER (TYP.)
BOLTING.
CHERRY INSULATOR
SHEET TITLE:
INSTALLED IF
REQUIRED PER
ELECTRICAL DETAILS
SPRINT
SPECIFICATIONS
SHEET NUMBER:
.� GENERAL LUG DETAIL
E_5
SCALE: N.T.S
ALARM WIRING SCHEMATICS
ERICSSON MM—BTS RBS 6102
ALARM
CONTACT
SEVERITY
OWNER
COMMENTS
COLOR CODE
BTS SCAN POINT 1
J10001 UTILITY POWER FAILURE
NC
MAJOR
SERVICE ASSURANCE
RBS/RIGHT OVP1/A4
WHITE/BLUE
BTS SCAN POINT 2
112001 GENERATOR FAILURE
NC
MINOR
FIELD SERVICES
RBS/RIGHT OVP1/A5
WHITE/ORANGE
BTS SCAN POINT 3
112011 GENERATOR RUNNING
NC
MINOR
DRMS ONLY
RBS/RIGHT OVP1/A6
WHITE/GREEN
BTS SCAN POINT 4
112021 GENERATOR LOW FUEL THRESHOLD REACHED
NC
MAJOR
FIELD SERVICES
RBS/RIGHT OVP1/A7
WHITE/BROWN
BTS SCAN POINT 5
J90001 TOWER TOP LIGHT FAILURE, NOTAM REQUIRED
NC
MAJOR
SERVICE ASSURANCE
RBS/RIGHT OVP1/A5
WHITE/SLATE
BTS SCAN POINT 6
191001 TOWER SIDE LIGHT FAILURE, NO NOTAM
NC
MINOR
SERVICE ASSURANCE
RBS/RIGHT OVP2/A2
RED/BLUE
BTS SCAN POINT 7
120081 1900 #1 DBU FAN FAILURE (CABLE SUPPLIED INTERNAL)
NC
MAJOR
FIELD SERVICES
RBS/RIGHT OVP2/A3
WHITE/BROWN
BTS SCAN POINT 8
(2008) 1900 #2 DBU FAN FAILURE (CABLE SUPPLIED INTERNAL)
NC
MAJOR
FIELD SERVICES
RBS/RIGHT OVP2/A1
WHITE/BROWN
BTS SCAN POINT 9
120081 800 DBU FAN FAILURE (CABLE SUPPLIED INTERNAL)
NC
MAJOR
FIELD SERVICES
RBS/LEFT OVP1/A1
WHITE/BROWN
BTS SCAN POINT 10
USER DEFINED FROM STANDARDS COLUMN A ONLY
NC
RBS/RIGHT OVP1/A8
RED/ORANGE
BTS SCAN POINT 11
USER DEFINED FROM STANDARDS COLUMN A ONLY
NC
RBS/RIGHT OVP2/A4
RED/GREEN
BTS SCAN POINT 12
USER DEFINED FROM STANDARDS COLUMN A ONLY
NC
RBS/RIGHT OVP2/A5
RED/BROWN
BTS SCAN POINT 13
USER DEFINED FROM STANDARDS COLUMN A ONLY
NC
RBS/RIGHT OVP2/A6
RED/SLATE
BTS SCAN POINT 14
USER DEFINED FROM STANDARDS COLUMN A ONLY
NC
RBS/RIGHT OVP2/A7
BLACK/BLUE
BTS SCAN POINT 15
CLIMATE ALARM BBS 6102 (CABLE SUPPLIED)
NC
FIELD SERVICES
RBS/RIGHT OVP1/A2
RED/ORANGE-
BTS SCAN POINT 16
OPEN DOOR BBS_6102 (CABLE -SUPPLIED) _---- _-- — ' —=NCB
--' ---FIEtD=SERVICES
-RBS/RIGHT OVP1/A1
BLACK/BROWN
° NC = NORMALLY CLOSED (CLOSED CONTACTS WITH NO ALARM CONDITION)
.� ALARM WIRING SCHEMATICS
N.T.S.
Sprint moo.
1 INTERNATIONAL BOULEVARD
SUITE #800
MAHWAH, N.J. 07495
rrallif
MORRISON HERSHFIELD
Two Souel Uniwmdy Olive, SuO 245,
Pla Mb.' FL 33324
Tel: 954.577.4655 Fax: 954.577A656
STATE OF FLORIDA COR 00008508
wwwm°m5p h5 MfielC..
SITE NAME:
SANDS ON THE OCEAN
SITE NUMBER:
M154XCO15
SITE ADDRESS:
3100 OCEAN DRIVE
Fr. PIERCE, FL 34949
P R I
T DCIE COUNTY
c Mlo
AUG 2 0 2017,,,�„j11t1j,,,,,,
.,`% P N W.4 N
MORRISON IRRSFh'tE�F3 ��12�PNSE'0.
o
NO. 62209
o u
I� e ATE OF e e
G �`
:�F o p O
.%
YM WMG
REGISTERED ENGINEER
STATE OF FLORIDA
PE"W
DRAWN BY: MS
REVIEWED BY:
— — MH PROJECT
BY:
ALARM WIRING SCHEMATICS
SHEET NUMBER:
E-6
. . . 0