HomeMy WebLinkAboutBUILDING PLANSI
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OCT 0 3 2019
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TOWERS
WYNNE RANCH TOWER
PROPOSED 250' GUY SUPPORTED COMMUNICATIONS TOWER
FOR WIRELESS COMMUNICATIONS- SERVICE
ORANGE AVEUNE, ST. LUCIE COUNTY, FLORIDA
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PROJECT
SITE LOCATION
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AREA MAP
SITE NAME:
WYNNE RANCH TOWER
SITE ADDRESS:
ORANGE AVENUE
ST. LUQE COUNTY, FLORIDA
APPLICANT:
NAME:
SQ TOWERS LLC
PHONE:
1-888-318-2803
2{.COORDINATES:
N27*27'00.25'
WW 38' 48.06'
ZONING DISTRICT:
AG-5
PARCELID#:
2108-111-0001-010-8
ELEVATION:
25.0' NAVD 88
SITE INFORMATION
SC
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CoU��L
DESCRIPTION
REV.
TIRE SHEET
0
GENERAL NOTES
0
rSHEEr
OVERALL SITE PLAN
0
ENLARGED SITE AND GRADING PLAN
0
TOWER ELEVATION PLAN
0
C-0
STORMWATER MANAGEMENT PLAN
0
C-5
CONSTRUCTION DETAILS
0
C-6
EROSION CONTROL PLAN
0
C-7
SIGNAGE DETAILS
0
E-1
ELECTRICAL NOTES
0
E-2
ELECTRICAL SITE AND GROUNDING PLAN
0
E-3
ELECTRICAL RACK DETAILS AND ONE LINE
0
SHEET INDEX
PROJECT SUMMARY
INSTALLATION OF NEW 250' GUY SUPPORTED COMMUNICATIONS
TOWER FOR WIRELESS COMMUNICATION SERVICES
PROJECT SUMMARY
OWNER/APPLICANT:
SUP
TOWERS
PO BOX 664
HOPIQNTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
® WAYPOINT
wek m
ENGINEERING AND EQUIPMENT LLC
820 W. INDIANTTIO4WWN ROAD; 8 105
PHOr�.jjFS�yek9z-•12201117//7j/
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APRIL , 19
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
COVER SHEET
SHEET NUMBER
T-1
INTENT
I. CONSTRUCTION PLANS AND SPECIFICATIONS DESCRIBE THE WORK TO BE
PERFORMED AND THE MATERIALS REQUIRED FOR THE PROPER CONSTRUCTION
OF THE PROJECT.
2. CONSTRUCTION PLANS AND SPECIFICATIONS ARE INTENDED TO BE FULLY
EXPLANATORY AND COMPLEMENTARY. THOUGH, SHOULD ANY MATERIAL OR
SPECIFICATION BE SHOWN, INDICATED OR SPECIFIED ON ONE SHEET AND NOT
ANOTHER. IT SHALL BE THE SAME AS IF SHOWN. INDICATED OR SPECIFIED ON
BOTH.
3. THE INTENTION OF THE CONSTRUCTION DOCUMENTS IS TO INCLUDE ALL TABOR
AND MATERIALS REASONABLY NECESSARY FOR THE COMPLETION OF THE WORK.
4. THE PURPOSE OF ANY SPECIFICATIONS IS TO SUPPLEMENT THE INTENT OF THE
CONSTRUCTION PLANS AND TO DESIGNATE A PROCEDURE, TYPE OR QUALITY OF
MATERIALS REQUIRED TO COMPLETE THE WORK.
5. MINOR DEVIATIONS FROM THE DESIGN LAYOUT MAY OCCUR AND SHALL BE
CONSIDERED AS PART OF THE WORK. HOWEVER, NO CHANGES THAT ALTER
THE INTENT OF THE DESIGN OF THE PROJECT WILL BE MADE OR PERMITTED
WITHOUT PERMISSION OF THE OWNER AND ENGINEER.
1 THECONTRACTORAND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VISITING
THE PROJECT SITE PRIOR TO CONSTRUCTION AND VERIFICATION OF ALL
MEASUREMENTS ON THE CONSTRUCTION PLANS BEFORE ORDERING ANY
MATERIAL OR PERFORMING ANY WORK. NO EXTRA COMPENSATION SHALL BE
ALLOWED DUE TO DISCREPANCIES BETWEEN THE ACTUAL DIMENSIONS IN THE
FIELD AND THE DIMENSIONS INDICATED ON THE CONSTRUCTION PLANS. ANY
DISCREPANCY IN DIMENSION WHICH MAY INADVERTENTLY OCCUR SHALL BE
SUBMIRED TO THE OWNER AND ENGINEER FOR CONSIDERATION BEFORE THE
CONTACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREA
2. THE CONTRACTOR, WHEN AWARDED THE CONTACT, WILL NOT BE ALLOWED ANY
EXTRA COMPENSATION BY REASON OF ANY MATTER WHICH THE CONTACTOR
DID NOT REQUEST ADDITIONAL INFORMARON ON PRIOR TO THE BID.
3. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST. OR OF DIFFICULTIES
ENCOUNTERED OR ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO
BE PERFORMED WILL BE ACCEPTED AS A REASON FOR ANY FAILURE OR
OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL THE OBUGADONS OF
THE CONSTRUCTION CONTACT
PROTECTION OF WORK AREA
1. CONTRACTOR TO PROTECT THE WORK AREA, WHETHER INDOORS OR OUTDOORS.
MAINTAIN FINISHED SURFACES CLEAN AND SUITABLY PROTECTED UNTIL
CONSTRUCTION IS COMPLETE AND ACCEPTED BY THE OWNER OR OWNER'S
REPRESENTATIVE.
2. PROTECT FINISHED SURFACES, INCLUDING JAMBS AND HEADS OF OPENINGS
USED AS PASSAGEWAYS THROUGH WHICH EQUIPMENT AND MATERIALS MUST
PASS.
3. PROVIDE PROTECTION OF EQUIPMENT ROOM SURFACES PRIOR TO CONSTRUCTION
ACTIVITIES IN THESE AREAS.
REPAIRS AND REPLACEMENT OF DAMAGED ITEMS
1. IN THE EVENT OF DAMAGE TO EXISTING FACILIIES, THE CONTRACTOR SHALL
PROMPTLY MAKE ALL REPLACEMENTS AND REPAIRS AT NO ADDITIONAL COST TO
THE OWNER OR PROPERTY OWNER.
STORAGE OF MATERIALS AND TOOLS
1. CONTRACTOR IS NOT TO UTILIZE THE EXISTING BUILDING SPACE FOR STORAGE
OF MATERIALS OR TOOLS WITHOUT THE APPROVAL OF THE PROPERTY OWNER
2. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY LOCATION AND IN A
MANNER NOT TO OBSTRUCT THE ROW OF OTHER WORK. ALL EQUIPMENT OR
MATERIAL STORAGE MUST ALSO MEET THE SPECIFICATIONS OF THE
MANUFACTURER.
TEMPORARY FACILITIES
1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH LOCAL UTILITIES TO
PROVIDE TEMPORARY ELECTRIC AND TELEPHONE SERWCE AS NECESSARY TO
COMPLETE THE PROJECT. THE CONTACTOR MAY USE EXISTING ELECTRIC AND
TELEPHONE FACILITIES ONLY WITH OWNER APPROVAL ANY TEMPORARY POWER
CORDS MUST BE STORED DURING NON WORKING HOURS.
CLEW UP
1. CONTRACTOR SHALL KEEP THE SITE CLEAR OF DEBRIS AND TRASH DUE TO
CONSTRUCTION ACTMTES. AT THE COMPLETION OF THE PROJECT, CONTRACTOR
TO REMOVE ALL TOOLS SCAFFOLDING AND SURPLUS MATERIALS AND SHALL LEAVE
THE WORK AREA CLEAN AND READY FOR USE BY THE OWNER.
2. CONTRACTOR TO VISUALLY INSPECT All EXTERIOR SURFACES AND REMOVE SOIL,
WASTE MATERIALS, AND OTHER FOREIGN MATTER. REMOVE All SPLASHED
MATERIALS FROM ALL FINISHED AND OTHER SURFACES.
3. CONTRACTOR TO VISUALLY INSPECT ALL INTERIOR SURFACES AND REMOVE WASTE
MATERIALS, FOREIGN MATTER, PAINT DROPPINGS, SPOTS, STAINS, AND SOIL FROM
FINISHED SURFACES.
SHOP DRAWINGS
1. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND SPECIFICATIONS AS REQUIRED TO
THE OWNER AND/OR ENGINEER FOR APPROVAL
2. ALL SHOP DRAWINGS TO BE REVIEWED, CHECKED, AND CORRECTED BY THE
GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER OR CONSTRUCTION
PROJECT MANAGER.
PRODUCTS AND SUBSTRUTONS
1. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST
IDENTIFY THE PRODUCT FABRICATION OR INSTALLATION METHOD TO BE REPLACED
BY THE SUBSTITUTION. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING
NUMBERS, AND COMPLETE DOCUMENTATION SHOWING COMPUANCE WITH THE
REQUIREMENTS FOR SUBSTITUTIONS.
COMPIANCE
1. ALL MATERIALS, DESIGN, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL
APPLICABLE LOCAL, STATE, AND FEDERAL CODES. ORDINANCES, AND AUTHORITIES
HAVING JURISDICTION OVER THE WORK. UPON COMPLETION OF THE WORK, THE
CONTRACTOR SHALL PROVIDE THE OWNER WITH A CERTIFICATE OF OCCUPANCY (IF
REQUIRED BY THE LOCAL GOVERNING JURISDICTION) AND OTHER LEGAL
DOCUMENTS TO VERIFY SUCH COMPLIANCE WHERE NO CODES EXIST, THE WORK
SHALL CONFORM WITH THE 2017 FLORIDA BUILDING CODE OR THE CONSTRUCTION
PLAN SPECIFICATIONS, WHICHEVER IS MOST STRINGENT AND A DOCUMENT
STATEMENT SHALL BE FURNISHED TO THAT EFFECT.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY COMPUANCE WITH GOVERNING
CODES AND TO NOTIFY THE OWNER IF ANY DISCREPANCIES PRIOR TO PERFORMING
WORK ON THE SITE.
3. REFERENCE TO ANY STANDARD CODE OR PRACTICE IN THIS SPECIFICATION SHALL
BE DEEMED TO REFLECT THE MOST CURRENT EDITION AT THE TIME OF AWARD OF
THE CONTRACT. IN ADDITION, LOCAL AMENDMENTS TO STANDARD CODES WILL
APPLY. THE CONTRACTOR SHALL COMPLY WITH ALL ZONING AND SITE
ACQUISITION STIPULATIONS AS OUTLINED IN ANY ZONING APPROVAL OF THE
PROJECT.
4. THE FOLLOWING CODES ARE THE MINIMUM THAT WILL BE REQUIRED FOR THE
CONTRACTOR TO ADHERE TO THE LATEST EDITIONS OF THE,
-2017 FLORIDA BUILDING CODE
-UFE SAFETY CODE NFPA-LATEST EDITION
-FEDERAL AVIATION REGULATIONS -LATEST EDITION
-UNDERWRITERS LABORATORIES
COORDINATION WITH LOCAL PUBLIC UTILITIES
1. THE CONTRACTOR WILL COORDINATE WITH LOCAL UTILITIES FOR THE ELECTRIC AND
TELEPHONE REQUIREMENTS OF THE SITE. THE CONTRACTOR WILL ALSO
COORDINATE WITH ALL OTHER RELEVANT UTILITIES INCLUDING WATER, SEWER.
STORMWATER, CABLE TELEVISION, AND ANY OTHERS TO PROTECT ANY OF THESE
UDLMES ON THE PROJECT SITE DURING THE COURSE OF CONSTRUCTION.
PERMITS AND LICENSES
1. CONTRACTOR SHALL HAVE EVIDENCE OF ALL REQUIRED PERMITS AND UCENSES
AVAILABLE ON SHTE AS REQUIRED FOR LOCAL INSPECTION AUTHORITIES
INSPECTIONS
1. THE CONTACTOR SHALL NOTIFY THE OWNER AT LEAST 24 HOURS IN ADVANCE
OF ALL REQUIRED INSPECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO
ENSURE THAT REQUIRED INSPECTIONS BY PERMITTNG.AUTHORMES ARE
CARRIED OUT IN A TIMELY MANNER SO AS NOT TO DELAY THE PROJECT
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION OF ALL
INSPECTIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH
THE OWNER'S TESTING LABORATORY OR ENGINEERING FIRM TO OBTAIN ALL
REQUIRED INSPECTIONS AND TESTING. THE CONTACTOR IS TO PROVIDE
RESULTS OF ALL TESTING TO THE OWNER.
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY INCLUDING BY NOT LIMITED
TO PROTECTION OF ALL SITE PERSONNEL AND THE GENERAL PUBUC DURING
THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL TAKE ALL
REASONABLE PRECAUTIONS TO INSTALL AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING, BUT NOT UMNED TO, BARRICADES, LAMPS, SIGNS, BARRIERS,
WARNING TAPES. AND OTHER ITEMS IN ACCORDANCE WITH OSHA SAFETY ACT
AND ANSI OCCUPATIONAL GUIDELINES.
ENVIRONMENTAL PROTECTION
1. NOISE LEVEL THE CONTRACTOR SHALL ENSURE THAT ALL STATE AND LOCAL
REGULATIONS REGARDING ACCEPTABLE NOISE LEVELS ARE ADHERED TO DURING
THE COURSE OF CONSTRUCTION ACTIVITIES.
2. DUST CONTROL THE CONTRACTOR SHALL IMPLEMENT NECESSARY DUST CONTROL
MEASURES TO UMF THE RELEASE OF FUGITIVE DUST DURING THE COURSE OF
CONSTRUCTION ACTIVITIES.
INSURANCE AND BONDS
1. EACH CONTRACTOR AND SUB -CONTRACTOR SHALL AT HIS OWN EXPENSE CARRY
AND MAINTAIN FOR THE DURATION OF THE PROJECT ALL INSURANCE AND
BONDS AS REQUIRED AND SHALL NOT COMMENCE WITH HIS WORK UNTIL HE
HAS PRESENTED ALL CERTIFICATES OF INSURANCE TO THE OWNER.
REPAIRS OF EXISTING FACILITIES
1. ANY EXISTING FACILITIES DAMAGED DURING THE COURSE OF CONSTRUCTION
ACTIVITIES SHALL BE REPAIRED TO A CONOMON EQUAL TO OR BETTER THAN
THE CONDITION PRIOR TO THE DAMAGE OF THE FACILITES.
AS -BUILT DRAWINGS
1. THE CONTRACTOR SHALL PREPARE A RED UNED SET OF AS -BUILT DRAWINGS IN
THE FORM OF MARKED UP CONSTRUCTION PLANS THAT SHALL BE PROVIDED
TO THE OWNER. AS -BUILT PLANS WILL BE PROVIDED TO THE OWNER WITHIN'
2 WEEKS OF PRACTICAL COMPLETION OF THE PROJECT.
OWNER/APPLICANT:
sci
TOWERS
PO BOX 664
HOPNTNTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
rvza-u iz
WAYP TNT
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ENGINEER B`
D20 W. INDAJUPITE.TNTpNw�R ADOJI
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PHONEfl�S&T�s •'•R/.(1 /
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FLORIDA # A
INEER SEAL
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FLORID7AAN6.)NjF>II�G4 \
DATE OF ISSUE
APRIL 20, 2019
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
G-1
PROJECT DESCRIPTION
PROPERTY INFORMATION TRAFFIC GENERATION
WATER AND SEWER USE
INSTALLATION OF A 250'GUYED
PARCEL ID#2108-111-0001-010-8 EXPECTED TRAFFIC GENERATION WILL BE
THERE WILL BE NO WATER OR SEWER
COMMUNICATIONS TOWER FOR
ZONING: AG-5 APPROXIMATELY 2 TRIPS PER MONTH BY
SERVICES REQUIRED FOR THIS
WIRELESS COMMUNICATIONS SERVICES
UNDERLYING REQUIRED SETBACKS: SERVICE TECHNICIANS.
UNMANNED FACILITY
'
APPLICANT
NORTH PROPERTY LINE (REM): 30' STORMWATER MANAGEMENT
DEVELOPMENT SCHEDULE
I
SOUTH PROPERTY LINE (FRONT): 50'
SCI TOWERS LLC
WEST PROPERTY LINE (SIDE): 20' EXPECTED IMPERVIOUS IMPROVEMENTS WILL
CONSTRUCTION BEGIN: 4TH QTR 2018
664
BOXTON,
EAST PROPERTY LINE (SIDE): 20' BE APPROXIMATELY 7000 SF. OVERALL PARCEL
CONSTRUCTION COMPLETE: 1ST QTR
'
HOPO
MA 01748
TOWER SETBACK REQUIREMENT= TOWER HT: 275 SIZE IS 6.0 ACRES OR 261,209 SF. ST. LUCE
2019
I
318-2
888-318-2803
COUNTY STORMWATER MANAGEMENT PERMIT
WETLANDS
PROPERTY OWNER
PARKING IS REQUIRED PRIOR TO CONSTRUCTION.
FIRE PROTECTION
NO WETLANDS HAVE BEEN IDENTIFIED
I I
WYNNE CAPITAL LLC
8000 S. US HIGHWAY 1, SUITE 402
PARKING AREA FOR SERVICE TECHNICIANS
WILL BE IN ACCESS EASEMENT FOR TOWER FIRE PROTECTION NOT REQUIRED,
IN THE AREA OF DEVELOPMENT
a
PORT ST. LURE, FL 34952
COMPOUND. STRUCTURE IS NOT FLAMMABLE
I
EXOTIC/INVASIVE SPECIES
SIGNAGE
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PRIOR TO THE ISSUANCE OF THE CERTIFICATE
ONLY SIGNS ALLOWED INCLUDES OWNER AND
OF OCCUPANCY, ALL CATEGORY I LISTED
CONTACT INFORMATION AND APPROPRIATE
INVASIVE SPECIES SHALL BE ERADICATED FROM
WARNING SIGNS FOR THE FACILITY
-
THE LEASED SITE AREA.
o
GOPHER TORTOISE SURVEY
FENCING
THE B FOOT CHAIN LINK FENCE WITH SLATS
SHALL BE REPLACED WITH AN OPAQUE WOOD OR
CALL 48 HOURS
BEFORE YOU DIG
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PRIOR TO THE ISSUANCE OF A VEGETATION
REMOVAL PERMIT OR EXEMPTION, A GOPHER
VINYL FENCE OR MASONRY WALL IF ANY
TORTOISE SURVEY PER FLORIDA FISH AND
WILDLIFE CONSERVATION COMMISION (FWC)
DEVELOPMENT IS APPROVED IN THE FUTURE ON
ITS THE LAW!
Rmw wlml'.bCIDW.
PROTOCOL SHALL PTO THEROVIDED
THE ADJACENT PARCELS. UPON SUCH APPROVAL,DIAL
811
Call bean Twig
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ENVIRONMENTAL RESOURCES DEPARTMENT
RESOURCES
THE ANTSHALL INSTALLTHE R ED
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(ERR)
FENCING MATERIAL WITHIN90DAY5 OFTHE
ADJACENT PARCELS DEVELOPMENTAPPROVAL
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PROPERTY UNE_
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979.72'
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PROPOSED 12' X 18' PARKING SPACE
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(SEE ENLARGED CIML PLAN)
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275' TOWER SETBACK UNE
PROPOSED LOCATION OF 250' GUYED TOWER IN SCE
TOWERS LLC 75' X 75' FENCED COMPOUND INSIDE
UNE
I
100' X 100' LEASE PARCEL (SEE SURVEY)
ENLARGED CIVIL PLAN FOR COMPOUND DETAILS)
_PROPERTY _
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20' WIDE GUY WRE EASEMENT (SEE SURVEY) (T)PICAL)
J
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EXISTING AEON AT BASE OF PROPOSED TOWER
2NAVD 88 PER SURVEY PROVIDED BY D
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ENGINEERSERS AND SURVEYORS, PT. Sr. LUCIE FLORIDA
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WYNNE CAPITAL LLC
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PARCEL
2ID8-I 0001 -000-8
WYNNE CAPITAL LLC
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2108-111-0001-010-8
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PROPERLY UNE
908.29'
296.00'
ORANGE AVENUE
2 C
Wbewo�tl
o(m 7
to
9 +
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C PROJECT SITE, 15 MIL
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ON
AA WEST OF -95 ON SR 68
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PROJECT LOCATION MAP
WDE INGRESS/EGRESS EASEMENT PER
944, PGS 2920-2933
I
I1---SECTON UNE
I
--PROPOSED 20' WIDE UTUTY AND
ACCESS EASEMENT (SEE SURVEY)
�ISTNG 20'+/- WIDE SHELUTOCK ROAD (BRANCH OF
ANADA RD). REGRADE FROM ORANGE AVENUE R.O.W. UNE
TO NEW ACCESS ROAD TO TOWER SITE. MEET MINIMUM 17
MAXIMUM 3% SLOPE TO THE WEST. SEE DETAIL 7111S SHEET.
ROAD TO HAVE A MINIMUM BEARING CAPACITY OF 32 TONS
I
1% MIN, 3% MAX SLOPE (TO WEST)
MATCH EXISTING GRADE NDLH VARIES
ON EDGE OF ROAD
EXISTING ACCESS ROAD
WIDTH VARIES
I
ACCESS ROAD OVER CANAL.
EXISTING ELEVATION IN CENTER OFF
ROAD IS 30.0' NAVD 88 PER SURVEY
. _.. _.. _.. _. _.._.. _.. _.._.. PROPERTY UNE (SOUTH R.O.W. UNE OF ORANGE AVEIJUE_S.. PROVDED BY WLUAM B. ZENT2, PSM
.._.. _.._.._.._.._.._.._.._.._.._.. _.. _.._. _.._.. _.. _.. _.._.. _.._.._
I
SITE PLAN BASED ON SURVEY PROVIDED BY !•DC
ST. LUCIE, FLORIDA, PROJECT NO. S-14-297-2
OWNER/APPLICANT:
scl
TOWERS
PO BOX 664
HOPKINTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
rea•az,z
WAYPOINT
ENGINEERINGAND€
LI,(e�',,
ezow. INDIANr
JUPITER, RO@ro MORR
PHONE: Sf�M52-]22.••
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FLORIpq`OA# 76 V
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DAT Uil9l6
APRIL 20, 2019
ISSUED FOR
CONSTRUCTION PLANS .
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEETTITLE
CIVIL SITE PLAN
SHEET NUMBER
C-1
WYNNE CAPITAL LLC
8000 S. US HIGHWAY 1. SUITE 402
PT. ST. LUCIE, FL 34952
PARCEL NO. 2108-111-0001-010-8
(SECURITY YARD)
ZONING: AG-5
PROPOSED GUY WIRE (TYP)�
I
PROPOSED 20' EDE GUY 1WRE �\ I
EASEMENT (SEE SURVEY-TYP) 'o
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L____
PROPOSED 12'
FUTURE
CARRIER
L____J
FUTURE
CARRIER
PROPOSED LOCATON OF ANCHOR TENANT (NEAR
WIRELESS). TO BE SUBMITTED UNDER SEPARATE PERMIT
PROPOSED LOCATON SO TOWERS LLC 75' X 75'
FENCED EQUIPMENT COMPOUND
PROPOSED LOCATION SO TOWERS LUG 100' X 100'
LEASE AREA (SEE SURVEY FOR LEGAL DESCRIPTON)
I
PROPOSED LOCATION FOR 250' GUY WIRE SUPPORTED I
TOWER (SEE MANUFACTURER'S PLANS FOR DETAILS)
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PROPOSED 20' WIDE GUY WRE
EASEMENT (SEE SURVEY-1YP)
I FUTURE I
I CARRIER
L____J
FUTURE I
CARRIER I
I FUTURE 1
CARRIER I
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PROPOSED GUY WIRE (18W FROM
CENTER OF TOWER MAX-TYP)
---------------
PROPOSED 12' X 18' VEHICLE
SHELLROCK TURN AROUND AREA
D 12' GATE
8' TALL OPAQUE CHAIN UNIX FENCE
PROPOSED 20' EDE SO TOWERS
ACCESS EASEMENT (SEE SUR
PROPOSED 12' WIDE SHE JROM ROAD —
FOR VEHICLE ACCESS (SEE DETAIL).
ROAD TO HAVE A MINIMUM LOAD
BEARING CAPACITY OF 32 TONS.
ALL WEATHER SURFACE REOUIREMENT FOR PARKING:!
1. PARKING SPACE SHALL BE CONSTRUCTED WTH AN ALL WEATHER SURFACE
MEETING THE REQUIREMENTS OF THE ST. LUCIE COUNTY PUBLIC WORKS
DEPARTMENT. PERMITTED IMPERVIOUS SURFACE MATERIALS SHALL BE
CONCRETE, ASPHALT. BRICK PAVERS. STAMPED CONCRETE, OR PANNG BLOCK
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SITE ELEVATIONS
1. SURVEY BY mC ENGINEERS AND SURVEYORS PROVIDES SME ELEVATIONS
AT VARIOUS POINTS THROUGHOUT SITE. ELEVATIONS ARE LISTED IN
20.
CALL HOURS
FEET NAV) 88.
BEFORE YOU DIG
I I I
FLOOD ZONE NOTE:
ITS THE LAW.
R1O"^R'Ysh¢IOW.
j
1. DESCRIBED PROPERTY IS LOCATED VAIHIN AN AREA HAVING NO FLOOD
DIAL 811 Call W.I. dig.
..
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DESIGNATION BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA),
ON ROOD INSURANCE RATE MAP No. 12111CO150 J (NOT PRINTED),
I .:.
ACCORDING TO MAP INDEX NUMBER 12111CINDOA WITH A DATE OF
uxNe�mnh wreuuaravawmc
IDENTIFICATION OF FEBRUARY 16. 2012. IN ST. LUCIE COUNTY. FLORIDA.
! I
LI
ST.
OWNER/APPLICANT:
sPile
TOWERS
PO BOX 664
HOPKINTON, MA 01748
BW318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
® WAYPOINT
werznv
ENGINEERING AND EQUIPMENT LLC
82OW. INDIANTOV/WR� 5
�dbFf'
JUPRER, FLOR
PHONE: 5@/raaRO Mp117 j
FLORID IN
HIS /s
O7/
51567
10 STATE F� ••G(/\�
/i EL1. �G96KH7'71�I�iIV; P \
P.E. 7151\,
APRIL 9
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
ENLARGED CIVIL SITE PLAN
SHEET NUMBER
C-2
GROUND
UGHT (SEE ELECTRICAL PLAN)
ER 250' AGL
OF CARRIER ANTENNAS
Y TO BE. DETERMIND AGL
J� CENTERUNE OF CARRIER ANTENNAS
V TO BE DETERMINED AGL
h CENTERUNE OF CARRIER ANTENNAS
V TO BE DETERMINED AGL
CENTERUNE OF VERIZON ANTENNAS
196' AG- (UNDER SEPARATE PERMIT)
j CENTERUNE OF CARRIER ANTENNAS
Y' TO BE DETERMINED AGL
i
/ PROPOSED 250' GUYED TOWER
SEE MANUFACTURER'S PLANS FOR SPECIRCARONS
TALL CHAIN UNK FENCE
GUY WIRES
OWNER/APPLICANT:
l!
sc
i0WER3
PO BOX 664
HOPIQNTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
R.•,�,s
® WAYPOINT
W9k""
ENGINEERING AND EOUIPMEdILL
820 W. INDIANTOWN ROAD
PHONE 561-2M-1 C.
Gf R ENSF•'••!�S
No.51567
RUSSE b :E'1• �.
5 ��•:�
IF
DATE ORRM II11\1"
APRIL 20, 2019
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
TOWER ELEVATION
SHEET NUMBER
C-3
WYNNE CAPITAL LLC
8000 S. US HIGHWAY 1. SUITE 402
PT. ST. LUCIE., FL 34952
PARCEL No. 2108-111-0001-010-9
(SECURITY YARD)
ZONING AG-5
PROPOSED 8' W1DE SWALE WITH
SIDE SLOPES (SEE DE1
PROPOSED GUY WARE (TYP)—
PROPOSED 20' WIDE GUY WIRE /\
EASEMENT (SEE SUREY-TYP)
0
PROPOSED 12' X 18' PARKING
100'
r____
FUTURE
CARRIER
L _J
I FUTURE I
CARRIER I
�L _J
PROPOSED 8' WIDE X 100' LONG STORMWATER--`
RETENTION AREA, 3:1 SIDE SLOPE
PROPOSED LOCATION SG TOWERS LLC 75' X 75'
FENCED EQUIPMENT COMPOUND
PROPOSED LOCATION SO TOWERS LLC 100' X 100
LEASE AREA (SEE SURVEY FOR LEGAL DESCRIPTION)
PROPOSED LOCATION FOR 250' GUY WIRE SUPPORTED
TOWER (SEE MANUFACTURER'S PLANS FOR DETAILS)
I
I
I
I
1
I
I
I
PROPOSED 20' WIDE GUY WIRE
EASEMENT (SEE SURVEY-TYP) I
I
I
I
LEGEND
STORMWATER FLOW DIRECTION
PROPOSED GUY WIRE (185' FROM
CENTER OF TOWER MAX-TYP)- i
I FUTURE I '��
I CARRIER I
L____J
PROPOSED 8' WIDE SWALE WITH
SIDE SLOPES (SEE DET
I FUTURE
CARRIER
259'
FUTURE I
295'
I CARRIER 1
L____J PROPOSED 12' WSLO ROAD FOR VEHICLE ACCESS. SLOPE
1% TOWARD SWAWALEEON
NORTH q0E OF ROAD (SEE DETAIL)
PROPOSED 12' X 18' VEHICLE TURN PROPOSED 20' WIDE SO TONEtS
AROUND AREA (SEE SITE PLAN) ACCESS EASEMENT (SEE SUR
_J PROPOSED 12' GALE
l PROPOSED 8' TALL OPAQUE CHAIN LINK FENCE
i
WATER MANAGEMENT CALCULATIONS
FOUIPMENT COMPOUND
75' X 75' COMPOUND = 5625 SF
MAXIMUM EXPECTED IMPERVIOUS: 400 SF
I EXPECTED PERVOUS AREA: 5225
I ACCESS ROAD AND PARKING SPACE
I 295' OF VEHICLE ACCESS AREA X 20' WIDE - 5900 SF
I 12' X, 18' PARKING SPACE AND LANDING - 216 SF
I If X 18' TURN AROUND AREA = 216 SF
SITE ELEVATIONS
I I
I I
I I
I I
I I
I I
I I
I I
I I
ENGINEERS SU NEAND RVEYORS LADES SITE ELEVATIONS
1. SURVEY BYE POINTS
AT VARIOUS POINTS THROUGHOUT SIIE. ELEVATIONS ARE US1ED IN
L_ J
20'
FEET NAVD 88.
FLOOD ZONE NOTE:
1. DESCRIBED PROPERTY IS LOCATED 'WITHIN AN AREA HAMNG NO ROOD
DESIGNATION BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY IMMA),
ON FLOOD INSURANCE RAZE MAP No. 12111CO15D J (NOT PRINTED),
ACCORDING TO MAP INDEX NUMBER 12111GNDOA WITH A DATE OF
IDENTIFICATION OF FEBRUARY 16, 2012. IN ST. LUCIE COUNTY, FLORIDA.
TOTAL IMPERVOUS SPACE: 6332 SF
EQUIPMENT COMPOUND AND ACCESS ROAD COMBINED
TOTAL IMPERVIOUS AREA = 400 SF + 6332 SF = 6732 SF
TOTAL PERVOUS AREA = 5225 SF (EQUIPMENT COMPOUND)
1' WATER TO BE RETAINED OVER PERVIOUS AREA — 5225 X (1/12) FT - 435 CF
2.5" WATER TO BE RETAINED OVER IMPERVOUS AREA = 6732 SF X (2.5/12) = 1403 CF
PER SLC SECTION 7.07.09.A2. STORMWATER MANAGEMENT REWIRED TO BE 2X THE AMOUNT OF
IMPERVOUS AREA = 1403 CF X 2 = 2806 CF
AVAILABLE STORAGE IN NO. 57 (3/4-) WASHED ROCK = 40% X (4/12)' THICK X 5225 SF = 697 OF
STORMWATER TO BE RETAINED IN SWALES AND RETENTION AREAS = (435 + 2806) CF — 3241 CF
TOTAL STORMWATER TO BE RETAINED (USING CREDIT FROM STORAGE IN ROCK IN COMPOUND) = (3241
— 697) CF = 2544 CF
8' W1DE SWALE AT 3:1 SLOPE YIEDS 5.33 CUBIC FEET OF STORAGE PER UNEAR FOOT OF SWALE
TOTAL SWALE LENGTH REQUIRED — 2544 CF STORAGE REWIRED/5.33 CF/FT = 4T1 UNEAR FEET
TOTAL LENGTH OF SWALE PROMDED = 522 CF
a'
EXISTNG GRADE—
M-U I
AND
OWNER/APPLICANT:
sPalk
TOWERS
PO BOX 664
HOPXINTON, MA 01748
B88-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
® WAYPOINT
ENGINEERING AND EQUIPMENT LUG
820 W. INDIANTOWN ROAUhti
JUPITER, 6021DA333`-�((I I I I) 11,'/
U
FLORIDACA# C. M
SF
\
O
No. 51567 A
•CsMBB�®L •\�
�..
D
APRIL 20, 04A1
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
STORMWATER MANAGEMENT
PLAN
SHEET NUMBER
C-4
SOIL PREPARATION NOTES:
1. REMOVE ALL EXISTING VEGETATION, DEBRIS. ORGANIC AND DELETERIOUS MATERIALS FROM ARE WITHIN COMPOUND AND DRIVEWAY UMITS.
2. FOR AREAS OF FILL UTILIZE CLASS 'B' BACKnu,- SHALL BE CLEAN SAND FlLL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL
WILL BE ALLOWED. CLAN SAND TILL SHALL BE FREE OF ALL MARL ROOTS, BOULIIERS OR OTHER DELETERIOUS MATERIAL
3. SOIL SHALL BE COMPACTED TO 95% OF THE MINIMUM DRY DENSITY MODIFIED PROCTOR, LEST TO A MINIMUM OF 2 FEET BELOW THE BOTTOM
PROPOSED ROADWAY. MINIMUM 2000 PSF BEARING CAPACITY WILL BE REWIRED.
FINISH GRADE PER
GRADING
6• THICK MINIMUM SHELLROCK ROAD, STABIUZED TO MIN. 98%
1% MAX SLOPE (TO NORTH)/MAX DENSITY PER AASHTO T-180, SLOPE 2% MAX TO GRAIN
4' MINIMUM N0. 57
BASE FOR FUTURE EOU
PROPOSED
MIRAFI WEED BARRIER
THROUGHOUT ENTIRE COMPOUND
SEE COMPACTION NOTES I SEE COMPACTION NOTES
THIS PAGE THIS PAGE
I PROPOSED SHELLROCK DRIVEWAY DETAIL COMPOUND ROCK DETAIL
10'-0' O.C. MAX
TERMINAL POST
STRETCHER BAR TOP RALPOST
W DIA. TRUSS RODS
BRACE
FENCE DETAILS
RAPE AND SIZE FOR SCHEULE 40 GALVENIZE
PIPE FOR FENCE POSTS AND RAILS
REM
SHAPE
OUTSIDE
DIMENSIONS
INCHES
n
TERMINAL
ROUND
3.00
POSTS
-ROUND
3.00
LINE
ROUND
2.38
POSTS
*ROUND
2.38
TOP & BRACE
ROUND
1.90
RAILS
AROUND
1.90
• GRADE B HIGH STRENGTH STEEL
INCLUDES END, CORNER, ANGLE, INTER-
SECTION AND INTERMEDIATE BRACED POSTS
1. MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING
SHALL CONFORM TO THE MANUFACTURERS SPECIFICATIONS.
2. ALL POSTS SHALL BE INSTALLED VERTICALLY. WHERE POSTS
ARE INSTALLED ON AN INCLINED SURFACE, THE ANGLE OF
THE POST SHALL BE ADJUSTED SO THAT THE POST WILL
BE VERTICAL
3. THE FENCING SHALL BE #9 GAGE FENCE FABRIC, STANDARD
2-INCH CHAIN LINK DIAMOND MESH.
TOP RAIL TIE WIRES
® 24" ON CENTER
POST NOTE: INSTALL GREEN VINYL
OPAQUE PRIVACY SLATS IN
n FENCE THOUGHOUT
GATE
P(
GATE FRAME MEMBERS
SIZE AND WEIGHT
GATE FRAME
OUTSIDE
DIMENSIONS
INCHES
ROUND
1.90
"ROUND
1.90
-GRADE B HIGH STR. STEEL
GATE POST SIZE
AND WEIGH
GATE LEAF
OUTSIDE
WIDTH OF
DIMENSIONS
SIFT. OR LESS
INCHES
ROUND
3.00
AROUND
3.00
-GRADE B HIGH STR. STEEL
FENCING DETAILS AND NOTES
GATE DETAIL
LEGEND
PART NO.
DESCRIPTION
QUANTITY
i
STRAIGHT PLUG
1
2
BOTTOM HINGE
1
3
TOP HINGE
1
4
CORNER ELBOW
4
5
LATCH FORK
1
6
FORK CATCH
1
7
ORNAMENTAL TOPS
4
8
TRUSS RODS
2
9
STRETCHER BAR
2
10
HOOK BOLTS
6
AND END
ENCE
OWNER/APPLICANT:
le
TMsW��
PO BOX 664
HOPKINTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
® WAYPOINT
,vB,•„ ,d
ENGINEERING AND EQUIPMENT LLC
MOW. INDIANTOWN ROAD, SUITE 105
JUPITER, FLORIDA 3 58
PHONE: 561-252AMO
FLORIOA CA#296 L I
67 * .
i p,U• SSELL Ig1 �l PE"
i
V'ORID .E.# 7.•
ISSUE
CONSTRUCTION PLANS
SUBMITTALS
REV, DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
CONSTRUCTION DETAILS
SHEET NUMBER
C-5
EROSION CONTROL NOTES
GENERAL EROSION CONTROL
1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE
INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND
PRACTICES PRIOR TO, OR CONCURRENT WITH. LAND DISTURBING ACTIVITIES
2. EROSION CONTROL MEASURES WLL BE MAINTAINED AT ALL TIMES. IF FULL
IMPLEMENTATION ON THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE
EROSION CONTROL, ADDIRONAL EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
3. ALL EROSION CONTROL MEASURES ARE TO CONFORM TO THE STANDARDS SET
FORTH IN THE FLORIDA STORMWATER, EROSION. AND SEDIMENTATION CONTROL
INSPECTORS MANUAL, MOST RECENT EDITION.
4. ALL DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF GREATER THAN 14
DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.
5. SILT FENCE IS TO BE PLACED ALONG BACK OF ALL CURB WITH 72 HOURS OF
CURB INSTALLATION.
B. INSPECTIONS BY OUADFIED PERSONNEL PROVIDED BY PRIMARY
PERMITTEE AND THE ASSOCIATED RECORDS SHALL BE KEPT ON SITE IN
COMPLIANCE WITH FDEP REGULATIONS
7. EROSION CONTROL DEVICES SHALL BE INSTALLED AND FULLY
OPERATONAL PRIOR TO ANY LAND CLEARING. EROSION CONTROL
DEVICES SHALL BE MAINTAINED TEOUGHOUT CONSTRUCTON UNTIL
PERMANENT GROUND COVER CAN BE ESTABLISHED.
8. GENERAL EROSION CONTROL SHALL BE EMPLOYED TO MINIMIZE SOIL
EROSION. ADDITIONAL EROSION CONTROL WHICH IS SITE PLAN SPECIFIC
SHALL ALSO BE EMPLOYED TO MINIMIZE SOIL EROSION.
9. CLEARED SITE DEVELOPMENT AREAS NOT CONTINUALLY SCHEDULED FOR
CONSTRUCTION ACTIVITIES SHALL BE COVERED W1T1 HAY OR
OVERSEEDED AND PERIODICALLY WATERED TO STABILIZE THE
TEMPORARY GROUNDCOVER.
10. SLOPES OF BANKS OF DETENTION AREAS SHALL BE CONSTRUCTED NO
STEEPER THAN 4H:1V FROM TOP OF BANK.
11. ALL GRASS SLOPES CONSTRUCTED STEEPER THAN 4H:1V SHALL BE
SODDED AS SOON AS PRACTICABLE AFTER COMPLETION OF CONSTRUCTION
12. CONTRACTOR TO PROVIDE DUST CONTROL AND SHALL PROTECT ADJACENT
STREETS FROM ACCUMULATON OF SOIL
13. CONTRACTOR IS RESPONSIBLE FOR MONITORING OWN R DOWNSTREAM AN CONDITIONS
THROUGHOUT THE BY CO CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS OR
SEDIMENT CAUSED BY CONSTRUCTION.
14. CONTRACTOR SHALL CLEAN OUT ALL EROSION CONTROL DEVICES BEFORE
THEY ARE TWO THIRDS FULL OR AS SPECIFIED BY THE MANUFACTURER
OR INSPECTOR
15. CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY DIRT OR MUD FROM
THE TIRES OF ANY CONSTRUCTION VEHICLE PRIOR TO LEAVING THE
CONSTRUCTION SITE
SURFACE WATER QUALITY
1. SURFACE WATER QUALITY SHALL BE MAINTAINED DURING THE
CONSTRUCTION OF ALL IMPROVEMENTS
2. WHERE PRACTICABLE. SURFACE WATER RUNOFF TO BE CONVEYED BY
SWALES
3. EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE FURTHEST
PRACTICAL UPSTREAM LOCATION
4. AS SHOWN ON THE EROSION CONTROL PLAN. STORMWATER INLETS
SHALL BE PROTECTED DURING CONSTRUCTION. PROTECTION MEASURES
SHALL BE EMPLOYED AS SOON AS PRACTICAL DURING THE VARIOUS
STAGES OF INLET CONSTRUCTION. SILT BARRIERS SHALL REMAIN IN
PLACE UNTIL SODDING AROUND INLETS IS COMPLETE
5. HEAVY CONSTRUCTON EQUIPMENT PARKING AND MAINTENANCE AREAS
SHALL BE DESIGNED TO PREVENT OIL. GREASE, AND LUBRICANTS FROM
ENTERING SIZE DRAINAGE FEATURES INCLUDING STORMWATER TREATMENT
AND COLLECTION SYSTEMS. CONTRACTOR SHALL PROVIDE BROAD DIKES,
HAY BALES. OR SILT SCREENS AROUND. AND SEDIMENT SUMPS WITHIN.
SUCH AREAS NECESSARY TO CONTAIN SPILLS OF OIL, GREASE, OR
LUBRICANTS. CONTRACTORS SHALL HAVE ABSORBENT FILTER PADS TO
CLEAN SPILLS AS SOON AS POSSIBLE AFTER ANY OCCURRENCE.
6. SILT BARRIERS. SILT WHICH ACCUMULATES BEHIND THE BARRIERS. AND
FULL USED TO ANCHOR THE BARRIERS SHALL BE REMOVED AS SOON AS
POSSIBLE AFTER THE END OF THE MAINTENANCE PERIOD SPECIFIED BY
THE BARRIERS.
CONTROL OF WIND EROSION
1. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS
NECESSARY TO MINIMIZE THE TRANSPORT OF FUGITIVE DUST. IT MAY
BE NECESSARY LIMIT CONSTRUCTON VEHICLE SPEED IF BARE EARTH
HAS NOT BEEN ADEOVATELY WATERED. IN NO CASE SHALL FUGITIVE
DUST BE ALLOWED TO LEAVE THE SITE DURING THE CONSTRUCTION
PROCESS.
2. AS SOON AS PRACTICAL AFTER COMPLETION OF CONSTRUCTION, BARE
EARTH AREAS SHALL BE VEGETATED.
3. AT ANY TIME BOTH DURING AND AFTER SIZE CONSTRUCTION THAT
WATERING AND VEGETATE COVER ARE NOT EFFECTIVE IN THE CONTROL
OF WIND EROSION AND TRANSPORT OF FUGITVE DUST, OTHER METHODS
SHALL BE EMPLOYED FOR CONTROL THESE METHODS MAY INCLUDE
ERECTION OF DUST CONTROL FENCES AM A MINIMUM HEIGHT OF 4
FEET ABOVE GRADE
PROPOSED SO TOWERS LLC IOD' x 100' LEASE
AREA, SEE SURVEY FOR EXACT LOCATION
PROPOSED SCI TOWERS LLC 75' a 75' FENCED
EOUIPMENT COMPOUND, SEE STE PLAN
PROPOSED 20'X20' SILT FENCE— \
AROUND GUY ANCHOR POINT GUY ANCHOR EASEMENT (TYP OF 3)—////
I
I I
I
L--
I
PROPOSED ANCHOR TENANT (VERIZON I
GUY ANCHOR EASEMENT (TIP OF 3)—
PROPOSED 20'X20' SILT FENCE
AROUND GUY ANCHOR POINT
POST (2•X4. 01
DIA) MOD
ELEVATION
FABRIC
TYPE III SILT FENCE
SECTION
;T POSITIONS
POST POSTION
20' TOWARD FLOW)
FABRIC
W
STRAW
BINDING
WRE
OR MINE COMPACTED
SOL
r 2 FILTERED illllilll SEDIMENT LADEN
•� RUNOFF RUNOFF
^F \� WATERCOURSE _ IIIII P,III I=II�II=I1
HI�III=ill==1�I-1�Itii Ll�
TYPE III SILT FENCE —Ill-1IL—.III—{I �III—
E
^1 JN CROSS SECTION OF STRAW HAY
SILT FLOW PW��t� BALE PROPERLY INSTALLED
EROSION CONTROL DETAILS
I
PROPOSED 20'X20' SILT FENCE I
AROUND GUY ANCHOR PONT—\
�I
v4 0
- 5
�. PROPOSED 1. WIDE AMAT DI ROAD. I -
SEE SITE PLAN. APPROXIMATE DISTANCE
OF SHELLROCK ROAD IS 300' I
L J SF —SF —SF —SF —SF —SF —SF —SF —SF SF F —5F —SF
—SF —SF —SF —SF SF —SF —SF —SF —SF —SF SF —SF —5F
ROP SILT FENCE DETAILS
i
(SEE DETAILS THIS PAGE)
i
EROSION CONTROL PLAN
OWNER(APPLICANT:
scl
iO�II�ERS
PO BOX 664
HOPIQNTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
® WAYPOINT
werzrm
ENGINEERING AND EOIHPMENT LLC
AQ.L4j f�
�o�4J6� C
Mo
a�A
IN b •••, /�T
••O
.51567
tY
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STATE CIpF
KtW5\
DATE40flIPM0�
APRIL 20, 2019
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST, LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
EROSION CONTROL PLAN
SHEET NUMBER
C-6
24 in
ACAUTION
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18" X 12" .040 ALUMINUM
NO TRESPASSING SIGN
RF WARNING SIGN
SIGNAGE NOTES
1. SIGNS SHALL BE MADE OF ALUMINUM WITH 1/4' HOLES 1/2' FROM EACH CORNER TO HANG SIGNS ON FENCE
2. SIGNS SHALL BE INSTALLED AS FOLLOWS:
GATE SCI TOWERS -LC AND FCC TOWER REGISTRATION NUMBER, NO TRESPASSING SIGN. RF WARNING SIGN
SIDES OF COMPOUND WITHOUT A GATE NO TRESPASSING SIGN SHALL BE INSTALLED IN THE CENTER OF THESE SECTIONS OF FENCE AND
SPACED NO MORE THAN 40' APART.
3. SIGNS SHALL BE INSTALLED WITH CENTER AT 5' ABOVE FINISHED GRADE.
SC
TOWERS
SITE NAME: WYNNE RANCH
FCC#:(TBD-COOORDINATE WITH OWNER)
LEASING/EMERGENCY: (888) 318-2803
WWW.SCITOWERS.COM
12" X 24" 0.063" ALUMINUM
SCI TOWERS LLC AND FCC REGISTRATION SIGN
OWNER/APPLICANT:
SC-1
TOWERS
PO BOX 664
HOPKINTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
Nza•az rz
® WAYPOINT
ENGINEERING AND EOUIPMEM LLC
820 W. INDIANTOWN ROAD, SUITE 105
JUPITER, FLORIDA 33458 __
PHONE: 561-252-1220
I I I I I I I II
FLORIDACA#29673\\\
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ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
SIGNAGE DETAILS
SHEET NUMBER
C-7
C3 s:A
I•RemaaBc: �
'S :Ij" 4 Lakewova .
Pmk
st ;�
• . m• PortMe,
I
4j PROJECT SITE. 154 MILES
PA WEST OF I-95 ON SR 68 d SbnS I
M _ Whft,
3
Prvn Pai
PROJECT DESCRIPTION
T�
501 PREPARATION NOTES
1. REMOVE ALL E%ISTNG VEGETATION. DEBRIS, ORGANIC AND DISLEIERiOUS MATERIALS FROM ARE WITHIN COMPOUND AND
INSTALLATION OF A 250'GUYED
I
DRIVEWAY UNITS.
COMMUNICATIONS TOWER FOR
I
2. FOR AREAS OF FILL UTILIZE CLASS'B' BACKFILL SHALL BE CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO
WIRELESS COMMUNICATIONS SERVICES
:
UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE FREE OF ALL MARL ROOTS, BOULDERS OR OTHER
APPLICANT.
I I
DELETERIOUS MATERIAL
3. SOIL STHALL BE COMPACTED TO 95% OF THE MINIMUM DRY DENSITY MODIFIED PROCTOR. TEST TO A MINIMUM OF 2 FEET
SCI TOWERS LLC
'SECTIO
BELOW THE BOTTOM OF ALL FOOTINGS. MINIMUM 2000 PSF BEARING CAPACITY WILL BE REQUIRED.
PO BOX E64
UNE
888-31HOPKITON,-280 MA 01748
888-318-2603
I
2.5" TYPE SP-12.5
PROPERTY OWNER
I I
r-PROPOSED ELEVATIONS ASPHALTIC CONCRETE
(SEE. STE PLAN) 8" UMEROCK BASE
WYNNE CAPITAL LLC
8000 S. US HIGHWAY 1, SUITE 402
I
Io
12" 8" 12' ROADWAY W1DTI. FLARE W1DT1 VARIES 12" STABUZEI
SUBGRADE MR 40
PORT Sr. LUCIE, FL 34952
I o I
i
MIN.
Ewrnlvc s
PROPERTY INFORMATION
PARCEL ID#2108-141-0001-000-8
I
_
..
PARCEL ID #2108-111-0002-OM2
PARCEL ID#2108-111-0001-010-8
r
aT
ZONING:AGS
UNE/ -
i
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V
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PROJECT LOCATION MAP
o
1DD
a:
..._.
PROPERTY UNE
979.72'
100' WIDE INGRESS/EGRESS EASEMENT P
ORB 944, PGS 2920-2933
PROPOSED 20' W10E UTILITY AN
I
ACCESS EASEMENT (SEE SURVEY) j
jI
rc
275' TOWER SETBACK UNE
/
PROPOSED LOCATION OF 250• GUYED TOWER IN SCI
Y�
TOIWOOSXL 100P
SURVEY)INSIDE
LEASESPARCEL (SEECOMPOUND
(ME
PROPERTY LINE — .
ENLARGED CIVILPLAN FOR COMPOUND DETAILS)
296.00•
o'O1
I
I I
dI
20• WIDE GUY WRE EASEMENT (SEE SURVEY) (TYPICAL)
'
EXISTING ELEVATION AT BASE OF PROPOSED TOWER I
25.0' NAVO 88 PER SURVEY PROVIDED BY EDC
? TIo
ENGINEERS AND SURVEYORS. PT. ST. LUCIE. FLORIDA
\ '•'I'P
I I
WYNNE CAPITAL LLC
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PARCEL NO.
2108-111-0001-000-8
EXISTNG 20'+/-'MDE SHELLROCK
ROAD (BRANCH OF GRANADA RD)
I
O 50 100 200 300 400 500
WYNNE CAPITAL LLC
PARCEL N0.
SCALE IN FEET
I 2108-111-0001-010-8
1" = 100 (22 X 34 FORMAT)
I
I
1" 200' (11 X 17 FORMAT)
�..
PROPERTY UNE
_.._.._..
—.. _. — .—.._.._.._..
908.29'
_..�.. _..—.._..
296.00•
EXISTING ACCESS ROAD OVER CANAL
ORANGE AVENUE 200' ROW
EXISTNG ELEVATION IN CENTER OF
IS VD BB PER SURVEY
3BY
PROVIDED BY WWAM B. IENR, P4A
E WILL
PROPERTY UNE (SOUTH R.O.W. UNE OF ORANGE AVENUESR ,
— —
— — —ROAD
I
I
ASPHALT PAVEMENT SECTION -DRIVEWAY IN ROAD R.O.W.
I I I %ISTNG BAG WALL
ry15 I 1 I TERUNE OF 20' UTILITY AND
EXISTING BAG WALL 1 I I ACCESS EASEMENT (SEE SURVE)
OF 20' WIDE ACCESS
.15" DRIVEWAY
EXISTING WEST INVERTik,
ELEVATON OF CULVERT 18.53CKSTNG BAG WALL
APPROXIMATE TOE OF DITCH I
APPROXIMATE TOP OF
rye. i�
_ I
UNIT OF EXISTING GRAVEL DRIVEWAY I
�I
40'
EXISTNG GUARD
RG NORTH EDGE OF
ENT OF ORANGE AVENUE
'O
X1ORANGE AVENUE
LEGEND
X tP� 0 EXISTNG EUEVATON (NAVD 88)
I
I
I
I
I
I
I
I�
^n' STING
\\30 lF OF 102" CMP I`_----
-' I `EXISTNG SOUTH PROPERTY UNE OF
fi WYNNE RANCH SITE AND NORTH RIGHT
ry1. OF WAY UNE OF ORANGE AVENUE
�11EXISTING EAST INVERT
R FVATON OF CULVERT 17.94'
APPROXIMATE TOE OF DITCH
PROPOSED 15' ASPHALT ----------
DRIVEWAY (SEE DETAIL)
\ T9 rAPPROXIMATE TOP OF DITCH
OF EXISTING GRAVEL ORIVEWAY
1 ~--40' RADIUS
NOTE: SLOPE 4:1 MAX FROM EDGE
PAVEMENT TO ANY DIRECTION TO
EXISTING GROUND EUEVATION
�EXISTNG GUARD RAIL
LPROPOSED ASPHALT �—SAWCUT EXISTNG ASPHALT AND MATCH
DRIVEWAY (SEE DETAIL) EXISTNG EUEVATONS ON ORANGE AVENUE
ti
X'SD� .H,99ry
10 20 30
SCALE IN FEET
1" = 10' (22 X 34 FORMAT) EXISTING SOUTH EDGE OF
I- = 20• (11 X 1] FORMAT) PAVEMENT OF ORANGE AVENUE
19ry PROPOSED ELEVATION (NAVD 88)
OVERALL SITE PLAN PROPOSED ACCESS DRIVEWAY PLAN
SITE PLAN BASED ON SURVEY PRONGED BY EDG ENGINEERS AND SURVEYORS. PT. ST. LUCIE, FLORIDA. PROJECT N0. 5-14-297-2 NOR7H
OWNERIAPPLICANT:
scl
TOWERS
PO BOX 664
HOPIQNTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
N2<'4212
WAYPOINT
ENGINEERING AND EQUIPMENT LLC
820 W. INDIANTOMFIOAD, SUITE 105
0#�)
JUPIIER, FLCZI
E.
FLOR �A#262-1
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ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
DRIVEWAY PLAN
SHEET NUMBER
D-1
ELECTRICAL SYSTEM NOTES
c E M
A THE CONIWCTOR SHALL INDICATED
All NEERA. AND LABOR FOR A COMPLETE
OWWSAL ECESS AS FOR
CO ON THE SRAM S. ITEMS NOT CL SHOWN BUT
OB40USLY NECESSARY FOR A COMPETE S151W SHALL BE INCLUDED.
B. THE CONW=0R SNARL OBAN All NECESSARY FORM. INSPECTIONS AND
APPROWLS.
C. ALL MURK EHA11 CONFORM TO THE NATIONAL ELECTRIC. CODE MD THE LOLL
BUILDING CODES. ALL COMPONENIS SHALL BE U.L MPRWED.
D. NNE CONDUCTOR SHAH BEFORE SUBMTTNG H6 BID, VIM THE SITE OF THE
PROTECT AND BECOME FAMUM WITH THE CONDNONS. NO AUDWMCE WILL BE
MADE FOR TRUSTING CONDITIONS OR FAILURE OF THE CONIRALIOR TO OBSERVE
THEN.
E. ENACT LOCMON OF ALL EQUIPMENT SHALL BE COORDINATED WITH WIFELESS
CARTER. THE BOUND OWNER AND DINER TRADES.
F. WHERE EOUIPMENT IS SPECIRED BY MANUFACTURER AND TYPE, SUBS TNHON
SHALL ONLY BE MODE MH THE APPROVAL OF THE ENGINEER. THE CONTRACTOR
SHAH SUBMIT DEALS OF PROPOSED M4IERAS, REESON FOR CHANGE AND
CHANGE IN CONTUCf AMOUNT.
2 SCOPE OF WORK
A THE CONITUCfOR SAL PRUDE ALL EECNICAL WIRING AND EOUIPMEM UNLESS
OIHERMSE INDICATED. MAIN COMPONENTS ARE AS FOLLOWS:
1. PRUDE EECMICAL SEFMCE AS INDICTED ON WE DRAWINGS.
2. PRUDE SETMCE EQUIPMENT MOUNTED AS DIRECTED BY CARRIER AND
AS INDICATE) ON WE DRAWINGS.
3. PRUDE TELEPHONE CONDUIT WITH PULL WIRE AND CABLE AS NRCAIED ON
DRAWNGS.
4. COORDINATE ELECTRIC- SEfMCE WITH POWTR CO. CGHTWI REPRESENFAM
& OBINN FAULT CURRENT LFITER PRIOR TO CONSiRUCDON. CONDUCTOR
SHALL MAKE PDJUSMENTS TO CIRCUIT BRENQRS TO MEET FAULT CURRENT
WHEN NOT USING CURRENT UMNNG LASES.
5. COORDINATE TELEPHONE SEIMCE WITH THE TELEPHONE CO. CONTACT
REPRESEMATNE PRIOR TO CONSIRUCCON.
6. INSTALL WIRE MO CONDUIT AS NDIGTED. PROVIDE GABLE SUPPORTS AS
INDICATED.
7. PRUDE GROUNDING AND EGNINING PRORCTON SSTEM AS NNCATED.
B. RESIME ALL AREAS TO.ORIGINAL CONDITION AFTER. INSIAUMON_OF CONCUR.
9. CONTRACTOR SHALL CLEARLY IABE DISCONNECTS AND GIVER ROAM GEAR.
10. AT TIME OF PLAN PERMITRNG. CONTMLIOR STALL ARTY FOR A WMRIY (30)
DAY TEMPORARY POWER PERMIT TOR TESTING PURPOSES.
3. CONDUIT
A COMMIT SRES AS SHOWN ON THE DRAWINGS ARE A MINIMUM. THE CONTRACTOR
MAY INCREASE AS REQUIRED FOR RISE OF PUWNG.
B. CONDUIT TYPES SHALL BE AS FOLLOWS UNLESS OWERWISE INDICATED:
1. All ABOVE GRADE CONDUIT SHML BE RIGID GALVANIZED STI
2 ALL CONDUIT BEDW GRADE SAL BE SCHEDULE 40 M.
3. CONCEALED CONDUIT W WALLS OR ABOVE HUNG SHML BE EMT.
C. ALL EDFOSED CONDUIT SHALL BE NEATLY INSI MIID AND ON PARALLEL OR
PERPENDICULAR TO STRUCTURAL SEMEAS. SUPPORTS AND MOUNTING HARDWARE
GROUNDING PROTECTION SYSTEM NOTES
SHAL BE HOT DIPPED GALVANRED STEEL NYLON INSULATED BUSHINGS SHAL
BE USED ON ML CONDUIT TERMINATIONS.
D. RU CONDOR SHML BE LIQUID TIGHT FUMBLE MEMLC COMMIT.
E NO CONDUIT SHALL BE INSTALLED IN LIFE SAFEPL' AREAS SUCH AS
STMRWAYS.
F. CONDUIT ROUTES PRE SCHEMATIC. RE-D VERIFY ROUTE BEFORE
BID. COORDINATE ROUTE WITH WIRELESS CATERER AND BUILDING
OWNER.
G. WEATHERPROOF HUBS SMALL BE USED FOR ALL TOP AND SIDE
PENETRATIONS TO ENCLOSURE LOCATED OUTDOORS.
4. CONDUCTORS
A CONDUCTORS SMALL BE STRANDED COPPER TYPE THAN WITH 90 DEGREE C RISE
NSUTAIDN.
5. PULL BOXES AND JUNCRON BOXES
A NAERIOR ENCL SHALL BE NW 1. OTEROR MCL SHALL BE NEMA 3R.
6. GROUNDING
A PRUDE GROUND SY-IEM AS INDICATED ON THE DRAWINGS AND AS REQUIRED BY
THE RATIONAL EEGWIC CODE AND RADIO EQUIPMENT MANUFMTURER
B. ALL MCEWAYS REQUIRE GROOMING CONDUCTORS. BONDING CONDUCTORS THROUGH
THE RACEWAY SYSTEM SHALL BE CONTNUMS FROM MAN SWITCH (FOUND BUSES
TO PANEL GROUND BARS, AND FROM PANE GROUNDING BARS TO BRANCH CIRCUIT
OMUDS, MOTORS, UGHTS. EC. THESE GROUND CONDUCTORS PRE REQUIRED
WROUCHOUT THE PROJECT REGRDIESS OF MEMO CONDUIT RUNS SHOW GROUND
CONDUCTORS ON THE DRAWINGS.
C. CMRDWME mW ENCLOSURE SUPPLIER TO WSTML TOW GROUND BARS BELOW
THE TEECO BOARD. CONNECT TO MMN GROUNDING SSTEM.
I. PRUDE •CABLE ENRRMCE GROUND BM' (LEGS), 3-H X 61 X 1/4•D. MOUNT AT
11.
ELECTRICAL CONTRACTOR STEAL TAKE MEGGER READINGS OF GROUND. 111E RESULTS
IECO CABINS. COOBO. NSIMUTON WITH CPM.
SHM - NOT BE GREATER MAN 5 OHMS,
2. PRUDE A GROUND RING BURIED A MINIMUM OF 30• BELOW GRADE THE GROUND
12
All CONNECUMS TO GROUND SYSIEWI SHALL BE MADE N ME WIN BENDS NOMINAL
RING SHML BE INSMLED A MINIMUM OU 2'-0• AWAY FROM THE FOUNDATION
12• RADIUS IN THE NRECTON OF CURRENT ROW. T-CONNEMONS WN. NOT BE
UNLESS SHOWN ON ORATING.
ALLOWED.
1 BOND FENCE POSE TO GROUND RING USING AN RODDRMIC WED. BOND FENCE GTE
13.
A BENDS IN GROUND WIRE SHALL BE NDMINAL 12• RADIUS.
M POST WON A F ECRLE COPPER JUMPER STRAP MECHAMICNLY OR EXOTHERMICALLY.
TWPICAL FOR ALL FENCE PLANES WHO 12 FEEF OF TOWER FOUNDATION. MR FENCE
14.
ANTENNA CARIES SWJL BE BONDED AT EACH END. RUNS GREATER THAN 150'
PUWFS BEYOND IV. EXTEND 112 TO EACH FENCE PUKE TO MY PIANES WTMN 50'.
SHALL BE BONDED TOWARDS MIDDLE OF LENG71L COORDINATE LO(MON WIN
4. BOND DISCONNECT S ICH, METER. TELEPHONE CABINET AND SEDUCE CONDUITS TO
BURIED GROUND MG AS THEY GROSS. 15.
5. EACH LEG OF THE WAVEGUIDE STRUCTURE SAL BE INDMMALIY BONDED TO ONE
BURIED GND RING. DOMERMICALY WEIR CONNECTIONS AT POST FOR WAVEMIDE 16.
STRUCTURE AND BURIED GND RING. BALE 5/8k10' COPPERCUU) MD ROD AT 10'
INTERVALS ALONG WAVEGUIDE PATH.
6. BOND REBATE IN CONCRETE FOR COMMUNICAMN STRUCTURE AND EQUIPMENT PAD TO
BURIED GROUND RING. EXOMERMICLY WEIR A 12 TINNED SOLID COPPER CONDUCTOR
TO THE ROAR AND CONNECT TO THE BURIED GROUND RING.
7. PROVIDE INSPECTION SEINE AT MAN SEDUCE GROUNDS. DOMERMIC CONNEMONS. 17.
& PRUDE BOOING CONDUCTOR(S) FROM ME BURIED MOUND RING TO WE PNTENA
CABLE BUS BAR AT POINT JUST INSIDE OF THE COMMUNICATION STRUCTURE EXIT.
VERIFY EXACT LOCATION OF COPPER BUS BAR FOR PROPER CONDUCTOR LENGTH.
RNA. EXOTIERJ4C WEEDS TO COPPER BUS BAR W THE ANTENNA CABLE INSII•ll
9. EXOWERMIC L Y MELD BONDING CONDUCTOR TO COMMUNICATION STUCTURE LEG
AT 1'-0• ABOVE PAD AND BOND TO BURED GROUND RING. PRUDE A 3/4• PVC
SERE WIM A GRADUAL BEND IN ME CONCRETE FOUNDATION.
M 5/8kiO'-0• LONG COPPER CLAD GND ROD AS SHOWN ON R.M.
TYPICAL FOR ALL GROUND RODS SHOWN. USE SIANUSS SEE HARDWARE
MERE APPUGBIE.
WIRERS CATERERS PROJECT MANAGER.
WHEN ARPUCABLE. CONTRACTOR SHAH BOND FRAMES TO EACH OWER ANTI TO
GND RING VM TNO PATHS COORDINATE WITH WREESS CARRIER PROJECT MANAGER
COMPACTOR GAIT PRUDE ONE OF THE FOLLOWWG AR DIRECTED BY THE PROJECT
MANAGES THE SECOND OPTION IS PREFERRED.
A GDWE) EACH CABINET GROUND WIRE TO GROUND RING AS SHOWN N
EQUIPMENT GROUND DETML
B. CADTEID EACH WIPE TO A 1/4k4k24• MIN. COPPER BUS BAR LOCATED
BOUND RADIO CABINET. EXTEND A 12 NiPE FROM EACH ENO OF COPPER
BUS BAR TO GROUND RAG.
PROVIDED BUDED OWING JUMPERS BEIIVEEJ EACH GTE AND POST (OPIIONLL)
19. CONiRACNR SHALL PRUDE EXOTHERMIC BONDING AT ML BURIED GROUND RING
CONNECRONS. STRUCTURAL EOUFMCNI FRAME, SERVCE RALN(S), DRYING TOWER
GROUND RINGS. AND AS NSTRUCRD BY CAM.
20. CCNV=OR SHALL PRUDE MECHMLGL DOWNS AT ALL ANTENNA SECTOR GROUND
EMS. ALL EIECIPDX EQUIPMENT DISCONNECTS, WANSFORAENS, J-BOXES. PANE-
BOMOS, CABINETS, AND MAN GROUND BAR AS DIRECTED BY MEROPCS M. ALL
MECHANICAL CONNECTORS SAL BE PROPERLY TERMINATED W/ LUGS, NUTS & BOLTS
21. CONMXIOR SKALL COOT WITH NOX-0X ALL POINTS OF CONTACT BETWEN
MISAHAR MEMS.
ELECTRICAL SYSTEM NOTES
OWNER/APPLICANT:
li(i)
sC
TOWERS
PO BOX 664
HOPKINTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
St LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
MPR 12-
® WAYPOINT
W81.21'1P
ENGINEERING AND EQUIPMENT LI.0
620W.INDIANTOWN&C)AB, 105
R, FLORIpDQ 2aAyE1 I I I / /
PHONE
PHONE
�5^+6., -kk 112222DD
FLORID V2967 C. Alln
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A (021)1231
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
ELECTRICAL NOTES
SHEET NUMBER
E-1
GUY ANCHOR
GUY ANCHOR EASEMENT
0 5 10 20 30 40 50
SCALE IN FEET
1' = 10' (22 X 34 FORMAT)
1' 20' (11 X 17 FORMAT)
SCI TOWERS LLC LEASE
LINE (SEE BURVEY)
----------------------------
1
PROPOSED B' CHAIN LINK FENCE
r---------� I r- -�
I I I
I FUTURE TENANT FUTURE TENANT
I LEASE AREA (TBD)
I LEASE AREA (TIRO) I I I
I I L____---__J
#2 An BARE TNNED GROUND RING
SHABE INSTALLED PER NEC 250.53� LL
(2) (F) A MINIMUM OF 30' BELOW GRADE
i GROUND ROD AND INSPECTION SLEEVE—
DETAIL —TYPICAL OF 4 FOR TOWER GROUND F
I
SCI TOWERS LLC LEASE I #2 AWG BARE TINNED GROUND RING SHALL
LINE (SEE SURVEY) 1 BE INSTALLED PER NEC 250.53 (2) (F) A
I MINIMUM F 30' BELOW GRADE
I
I
(EXOTHERMICALLY WELD TO -
PENCE (TYP AS SHOWN)
I
I
I
I
I
PROPOSED 8' CHAIN LINK
----------r--
I
I
I
GUY ANCHOR
GUY ANCHOR EASEMENT
r-
I
118. YC
TOWER UGHTS
�CAGKW (TYP)
EXOTHERMICALLY WEIR TO
TOWER IN MINIMUM OF 3
ACCORDING PTO NEC 250.53�(2)�(F) A
MINIMUM OF 30' BELOW GRADE
---------------
I
I
I
I
I
I
I
I
1ERMICALLY WELD TO
(TYP AS SHOWN)
BRAIDED GROUND CONNECTON (TYP)
EQUIPMENT COMPOUND GATE
—ELECTRIC SERVICE RACK-6 GANG M
FUTURE METER LOCATONS (SEE OF
MINIMUM 3' NEC CLEARANCE IN FRO
C01 3#500MCM, 3'C. ROUTE TO FPL
CO2 POINTIOF SERVCE
MECHANICAL CONNECTON TO 6 GANG
METER CENTER DYP AS SHOWN)
EXOTHERMICALLY WELD TO
ELECTRICAL RACK (TYP AS SHOWN)
I
GROUND ROD AND INSPECTION
SLEEVE. SEE DETAIL —TYPICAL OF 2
GUY ANCHOR EASEMENT
GUY ANCHOR
PROPOSED INGRE'.
AND UTUTY E,
CENTER WITH
MAINTAIN
ABBREVNTONS
ANT
ANTENNA
EMT
ELECTRICAL METAWC TUBNG
AM
AMERCAN WIRE GAUGE
DWG
DRAWNG
BCW
BARE COPPER PARE
U�
UCHTNING PROTECTION ST31E11
RWY
RACEWAYS.S
PNL
STNNLESS SILK
PANEL
TTR.
TYPICAL
Lu.
CURRENT UNITING RISE
RGS
RIOD CAI.VAMZED SIFFL
CM
CONSL PROD. MANAGER
CALL 48 HOURS
BEFORE YOU DIG
i
SYMBOLS
NII WI CONDUR TAG I; REPBR RISER
I • CAOD TYPE CONNECTION O
J
I
■ MECRANCAL TYPE CONNECTION
1 4-1,] CONWIT TAG I: PANEL SS CHEDULE
IrS THE LAW R=owweaR'a h¢IOW.
I
I --- 02 TNNIM SOLID BARE W WRE ® GENERATDR RECEPTACLE
UNDER CRWND 1ELC0 CONDNT
5/B• %IO-0' COPPERCUID CFND.
u¢wxE SiAT¢ME WI.KDWwML
— — — UNDER GRWND ETEGIMC CONDUIT
I
I ROD W/INSP. SUiVE
ENLARGED ELECTRICAL SITE AND GROUNDING PLAN
SITE PLAN BASED ON SURVEY PROVIDED BY EDC ENGINEERS AND SURVEYORS, PT. ST. LUCIE, FLORIDA. PROJECT NO. S-14-297-2
OWNER/APPLICANT:
sci
TOWERS
PO BOX 664
HOPKINTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
® WAYPOINT
WA,•Y, ,V
ENGINEERING AND EQUIPMENT LLC
820 W. INDIANTOWN ROAD;SU O5
JUPITERPHONE, FLORIDA 3M
FLORIDA CA#?,90d YG. M 0.4)
0 51567
R 0 •�•M�R�IQ'Ij1 ,�•.•• �i�
APRIL 20, Mbl
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
ELECTRICAL SITE AND
GROUNDING PLAN
SHEET NUMBER
E-2
r
BOOA 120/240V SINGLE PHASE 3W 6 POSITION METERING CENTER (200A MAX
CIRCUIT BREAKER) (SNARE D METER PAK MPR86200 OR APPROVED ECUAL)�
FUTURE METER LOATION r200A TENANT SERVICE DISCONNECT (SQUARE D
1 I CATALOG y0OM2200MVH OR APPROVED EQUAL)
REMOVABLE COVER. COVER
SHALL BE REMOVABLE BY
HAND. NO TOOLS SHALL BE
REQUIRED FOR REMOVAL.
FINISHED GRADE
z,-3'-O" LONG X 6" DIA.
SCHEDULE 40 WHRE PVC
PROVIDE #2 AWG BARE TINNED
SOLID COPPER WIRE FOR
MEGGER TEST (ONLY FOR
GROUND ROD.
-EXOTHERMICALLY WELD TO
GROUNDING TEST WELLS)
/ #2 AWG BARE TINNED
SOLID COPPER WIRE
(EXTERIOR GROUND RING)
1" WIDE SLOT FOR GROUND
WIRE. EXTEND 2" ABOVE
GROUND WIRE.
GROUND ROD CRUSHED ROCK INSIDE. BELOW
AND AROUND SLEEVE. EXOTHERMIC
WELD SHALL REMAIN VISIBLE.
ELECTRIC AND TELCO RACK DETAIL 11 111 GROUND ROD AND INSPECTION SLEEVE DETAIL N S 2
rr800A 120/240V SINGLE PHASE 3W 6 POSITON METERING CENTER (200A MAX GUY SUPPORTED TOWER (SEE SITE PUN)
CIRCUIT BREAKER) (SQUARE D METER PAK MPR85200 OR APPROVED EQUAL)
FUTURE METER BY LOCAL_ ELECTRIC UTILITY PROVIDER
200A TENANT SERVICE DISCONNECT (SQUARE D
CATALOG #OOM22OOMVH OR APPROVED EQUAL)
1
1
1
1
�
�
BOND gt/O GROUND
JUMPER TO GROUND LUG
3°C CO1
3°C(CO2)
(2) 3#500MCM, 3-C
TO LOCAL UTILITY POINT
OF SERVCE
#1/0 GROUND, 1- GALV. CON
FLASH TECHNOLOGY
CONTROLLER FTS370D
LV-30A BREAKER FOR TOWER UGHT CONTROLLER
1y8. 1-C
`5/8° X 10' COPPER CLAD GROUND
NEW LOAD CALCULATION
LOAD
AMPS
FUTURE WIRELESS CARRIER
100
FUTURE WRSUESS CARRIER
100
FUTURE WRELESS CARRIER
100
FUTURE WRELESS CARRIER
100
FUTURE WRELESS CARRIER
100
TOWER LIGHT SERVICE
10
TOTAL
510
VOLTAGE PROMDED: 120/240V SINGLE PHASE 3 WIRE
(2) 30500MCM. 3'C
ELECTRICAL AND TELCO RISER DIAGRAM NTS 13 1
OWNER/APPLICANT:
scl
TOWERS
PO BOX 664
HOPKINTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
® WAYPOINT
WBI°31'Ip
ENGINEERING AND EOUIPMIENF
820 W. INTf PIE/
7j
( )RSF
R-Agq
77j7
PHONE56125QQ3FLORIOACAH�6T\GM
•. 0
1.
EMIdR�OETR�%SE"E
NO. 51567
CA
DATE lWM4ygjI\\\
APRIL 20, 2019
ISSUED.FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
ELECT. RACK AND RISER
SHEET NUMBER
E-3
RECEIVED
OCT 032019
ST. Lucie County, Permitting
sc�
TOWERS
WYNNE RANCH TOWER
SCANNED
BY
St. Lucie County
PROPOSED 250' GUY SUPPORTED COMMUNICATIONS TOWER
FOR WIRELESS COMMUNICATIONS SERVICE
ORANGE AVEUNE, ST. LUCIE COUNTY, FLORIDA
` j�
�—PROJECT
SITE LOCATION�j.:
" Cl
-:-4.._• 'Ow-''FwiP�ce
9
AREA MAP
3
SITE NAME:
WYNNE RANCH TOWER
SITE ADDRESS:
ORANGE AVENUE
ST. LUCIE COUNTY, FLORIDA
APPLICANT:
NAME:
SCI TOWERS LLC
PHONE:
1-888-318-2803
2-C COORDINATES:
N27' 27' 00.25'
W80' 38' 48.06'
ZONING DISTRICT:
AG-5
PARCELID#:
2108-I11-0001-010-8
ELEVATION:
25.0' NAVD 88
SITE INFORMATION
SHEET
DESCRIPTION
REV.
T-1
TIRE SHEET
0
G-1
GENERAL NOTES
0
C-1
OVERALL SITE PLAN
0
C-2
ENLARGED SITE AND GRADING PLAN
0
C-3
TOWER ELEVATION PLAN
0
C-4
STORMWATER MANAGEMENT PLAN
0
C-5
CONSTRUCTION DETAIS
0
C-6
EROSION CONTROL PLAN
0
C-7
SIGNAGE DETAILS
0
E-1
ELECTRICAL NOTES
0
E-2
ELECTRICAL SITE AND GROUNDING PLAN
0
E-3
ELECTRICAL RACK DETAILS AND ONE LINE
0
SHEETINDEX
PROJECT SUMMARY
INSTALLATION OF NEW 250' GUY SUPPORTED COMMUNICATIONS
TOWER FOR WIRELESS COMMUNICATION SERVICES
PROJECT SUMMARY
OWNER/APPLICANT:
Sne
cl
TOWERS
PO BOX 664
- HOPKINTON, MA 01748
888-316-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
Wa-�,r
WAYPOINT
ENGINEERING AND EQUIPMENT LLC
820 W. INDIANTOWN ROAD, SUITE 105
JUPITER, FLOjR�I_U2g3e395
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ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
COVER SHEET
SHEET NUMBER
T-1
-I
rt4
INTENT
1. CONSTRUCTION PLANS AND SPECIFICATIONS DESCRIBE THE WORK TO BE
PERFORMED AND THE MATERIALS REQUIRED FOR THE PROPER CONSTRUCTION
OF THE PROJECT.
2. CONSTRUCTION PLANS AND SPECIFICATIONS ARE INTENDED TO BE FULLY
EXPLANATORY AND COMPLEMENTARY. THOUGH, SHOULD ANY MATERIAL OR
SPECIFICATION BE SHOWN, INDICATED OR SPECIFIED ON ONE SHEET AND NOT
ANOTHER. IT SHALL BE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED ON
BOTH.
3. THE INTENTION OF THE CONSTRUCTION DOCUMENTS IS TO INCLUDE ALL LABOR
AND MATERIALS REASONABLY NECESSARY FOR THE COMPLETION OF THE WORK.
4. THE PURPOSE OF ANY SPECIFICATIONS IS TO SUPPLEMENT THE INTENT OF THE
CONSTRUCTION PLANS AND TO DESIGNATE A PROCEDURE, TYPE OR QUAKY OF
MATERIALS REQUIRED TO COMPLETE THE WORK.
5. MINOR DEVIATIONS FROM THE DESIGN LAYOUT MAY OCCUR AND SHALL BE
CONSIDERED AS PART OF THE WORK. HOWEVER, NO CHANGES THAT ALTER
THE INTENT OF THE DESIGN OF THE PROJECT WILL BE MADE OR PERMITTED
WITHOUT PERMISSION OF THE OWNER AND ENGINEER.
CONFLICTS
1. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VISITING
THE PROJECT SITE PRIOR TO CONSTRUCTION AND VERIFICATION OF ALL
MEASUREMENTS ON THE CONSTRUCTION PLANS BEFORE ORDERING ANY
MATERIAL OR PERFORMING ANY WORK. NO EXTRA COMPENSATION SHALL BE
ALLOWED DUE TO DISCREPANCIES BETWEEN THE ACTUAL DIMENSIONS IN THE
FIELD AND THE DIMENSIONS INDICATED ON THE CONSTRUCTION PLANS. ANY
DISCREPANCY IN DIMENSION WHICH MAY INADVERTENTLY OCCUR SHALL BE
SUBMITTED TO THE OWNER AND ENGINEER FOR CONSIDERATION BEFORE THE
CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREA
2. THE CONTRACTOR, WHEN AWARDED THE CONTRACT, WILL NOT BE ALLOWED ANY
EXTRA COMPENSATION BY REASON OF ANY MATTER WHICH THE CONTRACTOR
DID NOT REQUEST ADDITIONAL INFORMATION ON PRIOR TO THE BID.
3. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST. OR OF DIFFICULTIES
ENCOUNTERED OR ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO
BE PERFORMED WILL BE ACCEPTED AS A REASON FOR ANY FAILURE OR
OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL THE OBUGATIONS OF
THE CONSTRUCTION CONTRACT
PROTECTION OF WORK AREA
1. CONTRACTOR TO PROTECT THE WORK AREA, WHETHER INDOORS OR OUTDOORS.
MAINTAIN FINISHED SURFACES CLEW AND SUITABLY PROTECTED UNTIL
CONSTRUCTION IS COMPLETE AND ACCEPTED BY THE OWNER OR OWNER'S
REPRESENTATIVE
2. PROTECT FINISHED SURFACES, INCLUDING JAMBS AND HEADS OF OPENINGS
USED AS PASSAGEWAYS THROUGH WHICH EQUIPMENT AND MATERIALS MUST
PASS.
3. PROVIDE PROTECTION OF EQUIPMENT ROOM SURFACES PRIOR TO CONSTRUCTION
ACIIVITIES IN THESE AREAS.
REPAIRS AND REPLACEMENT OF DAMAGED PIETAS
1. IN THE EVENT OF DAMAGE TO EXISTING FACILITIES, THE CONTRACTOR SHALL
PROMPTLY MAKE ALL REPLACEMENTS AND REPAIRS AT NO ADDITIONAL COST TO
THE OWNER OR PROPERTY OWNER.
STORAGE OF MATERIALS AND TOOLS
1. CONTRACTOR IS NOT TO UNUZE THE EXISTING BUILDING SPACE FOR STORAGE
OF MATERIALS OR TOOLS WDNOUT THE APPROVAL OF THE PROPERTY OWNER
2. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY LOCATION AND IN A
MANNER NOT TO OBSTRUCT THE ROW OF OTHER WORK. ALL EQUIPMENT OR
MATERIAL STORAGE MUST ALSO MEET THE SPECIFICATIONS OF THE
MANUFACTURER.
TEMPORARY FACILM
1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH LOCAL UTUTES TO
PROVIDE TEMPORARY ELECTRIC AND TELEPHONE SERVICE AS NECESSARY TO
COMPLETE THE PROJECT. THE CONTRACTOR MAY USE EXISTING ELECTRIC AND
TELEPHONE FACILITIES ONLY WITH OWNER APPROVAL ANY TEMPORARY POWER
CORDS MUST BE STORED DURING NON WORKING HOURS.
CLEAN UP
1. CONTRACTOR SHALL KEEP THE SITE CLEAR OF DEBRIS AND TRASH DUE TO
CONSTRUCTION ACTIVITIES. AT THE COMPLETION OF THE PROJECT, CONTRACTOR
TO REMOVE ALL TOOLS SCAFFOLDING AND SURPLUS MATERIALS AND SHALL LEAVE
THE WORK AREA CLEAN AND READY FOR USE BY THE OWNER.
2. CONTRACTOR TO VISUALLY INSPECT ALL EXTERIOR SURFACES AND REMOVE SOIL,
WASTE MATERIALS, AND OTHER FOREIGN MATTER. REMOVE ALL SPLASHED
MATERIALS FROM ALL FINISHED AND OTHER SURFACES.
3. CONTRACTOR TO VISUALLY INSPECT ALL INTERIOR SURFACES AND REMOVE WASTE
MATERIALS, FOREIGN MATTER, PAINT DROPPINGS, SPOTS, STAINS. AND SOIL FROM
FINISHED SURFACES.
SHOP DRAWNGS
1. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND SPECIFICATIONS AS REQUIRED TO
THE OWNER AND/OR ENGINEER FOR APPROVAL.
2. ALL SHOP DRAWINGS TO BE REVIEWED, CHECKED, AND CORRECTED BY THE
GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER OR CONSTRUCTION
PROJECT MANAGER.
PRODUCTS AND SUBSTITUTIONS
1. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST
IDENTIFY THE PRODUCT FABRICATION OR INSTALLATION METHOD TO BE REPLACED
BY THE SUBSTITUTION. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING
NUMBERS, AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH THE
REQUIREMENS FOR SUBSTITUTIONS.
COMPUANCE
1. ALL MATERIALS, DESIGN, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL
APPLICABLE LOCAL STATE, AND FEDERAL CODES, ORDINANCES. AND AUTHORITIES
HAVING JURISDICTION OVER THE WORK. UPON COMPLETION OF THE WORK, THE
CONTRACTOR SHALL PROVIDE THE OWNER WITH A CERTIFICATE OF OCCUPANCY (IF
REQUIRED BY THE LOCAL GOVERNING JURISDICTION) AND OTHER LEGAL
DOCUMENTS TO VERIFY SUCH COMPUANCE. WHERE NO CODES EXIST, THE WORK
SHALL CONFORM WITH THE 2017 FLORIDA BUILDING CODE OR THE CONSTRUCTION
PLAN SPECIFICATIONS, WHICHEVER IS MOST STRINGENT AND A DOCUMENT
STATEMENT SHALL BE FURNISHED TO THAT EFFECT.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY COMPLIANCE WITH GOVERNING
CODES AND TO NOTIFY THE OWNER IF ANY DISCREPANCIES PRIOR TO PERFORMING
WORK ON THE SITE
3. REFERENCE TO ANY STANDARD CODE OR PRACTICE IN THIS SPECIFICATION SHALL
BE DEEMED TO REFLECT THE MOST CURRENT EDITION AT THE TIME OF AWARD OF
THE CONTRACT. IN ADDITION, LOCAL AMENDMENTS TO STANDARD CODES WILL
APPLY. THE CONTRACTOR SHALL COMPLY WITH ALL ZONING AND SITE
ACQUISITION STIPULATIONS AS OUTLINED IN ANY ZONING APPROVAL OF THE
PROJECT.
4. THE FOLLOWING CODES ARE THE MINIMUM THAT WILL BE REQUIRED FOR THE
CONTRACTOR TO ADHERE TO THE LATEST EDITIONS OF THE:
-2017 FLORIDA BUILDING CODE
-LIFE SAFETY CODE NFPA-LATEST EDITION
-FEDERAL AVIATION REGULATIONS -LATEST EDITION
-UNDERWRITERS LABORATORIES
COORDINATION WITH LOCAL PUBLIC UTILITIES
1. THE CONTRACTOR WILL COORDINATE WITH LOCAL UTILITIES FOR THE ELECTRIC AND
TELEPHONE REQUIREMENTS OF THE SITE THE CONTRACTOR WILL ALSO
COORDINATE WITH ALL OTHER RELEVANT UTILITIES INCLUDING WATER, SEWER,
STORMWATER, CABLE TELEVISION, AND ANY OTHERS TO PROTECT ANY OF THESE
UTILITIES ON THE PROJECT SITE DURING THE. COURSE OF CONSTRUCTION.
PERMITS AND UCENSES
1. CONTRACTOR SHALL HAVE EVIDENCE OF All REQUIRED PERMITS AND UCENSES
AVAILABLE ON SITE AS REQUIRED FOR LOCAL INSPECTION AUTHORITIES
INSPECTIONS
1. THE CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 24 HOURS IN ADVANCE
OF All REQUIRED INSPECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO
ENSURE THAT REQUIRED INSPECTIONS BY PERMITTING AUTHORITIES ARE
CARRIED OUT IN A TIMELY MANNER SO AS NOT TO DELAY THE PROJECT
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION OF ALL
INSPECTIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH
THE OWNER'S TESTING LABORATORY OR ENGINEERING FIRM TO OBTAIN ALL
REQUIRED INSPECTIONS AND TESTING. THE CONTRACTOR IS TO PROVIDE
RESULTS OF ALL TESTING TO THE OWNER.
1. THE PROTECTOR IS RESPONSIBLE FOR ALL SAFETY INCLUDING NOT URI
TO PROTECTION ON OF ALL SITE PERSONNEL AND THE GENERAL PUU NBLIC DURING
THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL TARE ALL
REASONABLE. PRECAUTIONS TO INSTALL CANDAD MAINTAIN ALL SAFETY DEVICES.
INCLUDING, BUT NOT LIMITED ITO,TEMS
S IN ACCORDANCE
LAMPS, SIGNS, BARRIERS,
WARNING TAPES. AND OTHER ITEMS IN ACCORDANCE WITH OSHA SAFETY ACT
AND ANSI OCCUPATIONAL GUDFJJNES.
ENVIRONMENTAL PROTECTION
1. NOISE LEVEL: THE CONTRACTOR SHALL ENSURE THAT ALL STATE AND LOCAL
REGULATIONS REGARDING ACCEPTABLE NOISE LEVELS ARE ADHERED TO DURING
THE COURSE OF CONSTRUCTION ACTIVITIES.
2. DUST CONTROL THE CONTRACTOR SHALL IMPLEMENT NECESSARY DUST CONTROL
MEASURES TO UMTT THE RELEASE OF FUGITIVE DUST DURING THE COURSE OF
CONSTRUCTION ACTIVITIES.
INSURANCE AND BONDS
1. EACH CONTRACTOR AND SUB -CONTRACTOR SHALL AT HIS OWN EXPENSE CARRY
AND MAINTAIN FOR THE DURATION OF THE PROJECT ALL INSURANCE AND
BONDS AS REQUIRED AND SHALL NOT COMMENCE WITH HIS WORK UNTIL HE
RAS PRESENTED ALL CERTIFICATES OF INSURANCE TO THE OWNER.
REPAIRS OF EXISTING FACIUDE5
1. ANY EXISTING FACILITIES DAMAGED DURING THE COURSE OF CONSTRUCTION
ACTIVITIES SHALL BE REPAIRED TO A CONDITION EQUAL TO OR BETTER THAN
THE CONDITION PRIOR TO THE DAMAGE OF THE FACTURES.
AS -BUILT DRAWINGS
1. THE CONTRACTOR SHALL PREPARE A RED UNED SET OF AS -BUILT DRAWINGS IN
THE FORM OF MARKED UP CONSTRUCTION PLANS THAT SHALL BE PROVIDED
TO THE OWNER. AS -BUILT PLANS WLL BE PROVIDED TO THE OWNER WITHIN
2 WEEKS OF PRACTICAL COMPLETION OF THE PROJECT.
OWNER/APPLICANT:
sci
TOWERS
- PO BOX 664
HOPKINTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
® WAYPOINT
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ENGINEERING AND EQUIPMENT LLC
020 W. INDIANTOWN ROAD, SUITE 105
JUPITER, FLORIDA58
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ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
G-1
PROJECT DESCRIPTION PROPERTY INFORMATION -- �•
TRAFFIC GENERATION WATER AND SEWER USE
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INSTALLATION OF A 250' GUYED PARCEL ID#2108-111-0001-010-8 EXPECTED TRAFFIC GENERATION WILL BE THERE WILL BE NO WATER OR SEWER I I { Iz-, t] f 1
COMMUNICATIONS TOWER FOR ZONING: AG-5 APPROXIMATELY 2 TRIPS PER MONTH BY SERVICES REQUIRED FOR THIS
WIRELESS COMMUNICATIONS SERVICES UNDERLYING REQUIRED SETBACKS: SERWCETECHNICWNS. UNMANNED FACILITY ait� 4 LeYewaod '�• Y
APPLICANT NORTH PROPERTY LINE (REAR): 30 STORMWATER MANAGEMENT DEVELOPMENT SCHEDULE I I I _D 0 ` Part • 1,+, {
SOUTH PROPERTY LINE (FRONT): 50' , ( " 1
SCI TOWERS LLC WEST PROPERTY LINE(SIDE): 20' EXPECTED IMPERVIOUS IMPROVEMENTS WILL CONSTRUCTION BEGIN: 4TH QTR 2018 " P R`
PO BOX 664 EAST PROPERTY LINE (SIDE): 20' BEAPPROXIMATELY7000SF. OVERALLPARCEL CONSTRUCTION COMPLETE: IST QTR
HOPKINTON, MA 01748 TOWER SETBACK REQUIREMENT= TOWER HT. 275 SIZE IS 6.0 ACRES OR 261,209 SF. Sr. LICE 2019
888-318-2803 COUNTY STORMWATER MANAGEMENT PERMIT
PROPERTY OWNER PARKING IS REQUIRED PRIOR TO CONSTRUCTION. NO WETLANDS
AND$ HAVE BEEN IDENTIFIED
WYNNE CAPITAL LLC PARKING AREA FOR SERVICE TECHNICIANS FIRE PROTECTION IN THE AREA OF DEVELOPMENT
BOOT S. US HIGHWAY 1, SUITE 402 WILL BE IN ACCESS EASEMENT FOR TOWER FIRE STRUCTURE
ISNO NOT REQUIRED,
PORT Sr. .0 HIGH FL 34952 COMPOUND. STRUCTURE PROTECTION NOTOFLAMMABLE
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EXOTIC/INVASIVE SPECIES SIGNAGE I �� Chi : PROTECT SITE. 15.4 MILES •m�'e;.�®�'-
WEST OF 1-95 ON SR 68 Fosn e
PRIORTOTHE ISSUANCE OF THE CERTIFICATE ONLY SIGNS ALLOWED INCLUDES OWNER AND I o I 8' -
OF OCCUPANCY, ALL CATEGORY 1 U51E0 CONTACT INFORMATION AND APPROPRIATE I '
INVASIVE SPECIES SHALL BE ERADICATED FROM WARNING SIGNS FOR THE FACILITY a - - •" - .. - +? -�' vro;
THE LEASED SITE AREA.
GOPHER TORTOISE SURVEY FENCINGmu, L.. LINK PENCE WITH SLATS CALL 48 HOURS I �a I - - ,` z - ,•
REMOVAL PERMPRIORTOTHE IT OR IXEMPTION,AGOPHER SHALL BE REPLACED WITH ANOAQU WOOD OR BEFORE YOU DIG �E•RS
TORTOISE SURVEY PER FLORIDA FISH AND VINYL FENCE OR MASONRY WALL IF ANY \ / 3 rc I y' -FI_m Pz
WILDLIFE CONSERVATION COMMISION(FWC) DEVELOPMENT IS APPROVED IN THE FUTURE ON ITS THE LAN^ I Q
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PROTOCOL SHALL BE PROVIDED TO THE THE ADJACENT PARCELS. UPON SUCH APPROVAL, DIAL 811 Can iwm Llg I !
ENVIRONMENTAL RESOURCES DEPARTMENT THE APPLICANT SHALL INSTALL THE REQUIURED wj
(ERD) FENCING MATERIAL WITH IN 90 DAYS OF THE
SYNSM45iPRWEGLLCi RdUMIM1C. I I - i ' •.®. _ ';Pon b'cYL�uc
ADJACENT PARCELS DEVELOPMENT APPROVAL
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PROPOSED LOCATION OF 250' GUYED TOWER IN SG
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MAXIMUM 3% SLOPE THE WEST. SEE DETAIL THIS SHEET.
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ROAD TO NAVE A MINIMUM BEARING CAPACITY OF 32 TONS
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EXISTING ELEVATION AT BASE OF PROPOSED TO
25.0' HAW 88 PER SURVEY PROMOED BY EDC
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PARCEL NO.
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ORANGE AVENUE 200' ROW
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EXISTING ELEVATION IN CENTER OF
ROAD IS 30.0' HAW) 88 PER SURVEY
PROVIDED BY W1WAM B. ZENTZ, PSM
PROPERTY UNE (SOUTH R.O.W. LINE OF ORANGE AVENUE. SR 68)
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OVERALL SITE PLAN
SITE PLAN BASED ON SURVEY PROVIDED BY EDC
ENGINEERS AND SURVEYORS, PT. ST. LUCIE. FLORIDA. PROJECT NO. S-14 297-2 NORTH®
OWNER/APPLICANT:
S I
TOWERS
PO BOX 664
HOPKINTON, MA 01748
BW318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
mraz iz
WAYPOINT
ENGINEERING AND EQUIPMENT LLC
620 W. INDIANTOWN ROA6-5HITE 5
JUPITER, FLORIOA3 J334 j 1 1 (11 /
PHONE: 561-2§N?
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ISSUED FOR
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SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
CIVIL SITE PLAN
SHEET NUMBER
C-1
WYNNE CAPITAL LLC
,
8000 S. US HIGHWAY 1. SUITE 402
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PT. ST. LUCIE, R 34952
PARCEL NO. 2108-111-0001-010-8
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(SECURITY YARD)
ZONING: AG-5
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PROPOSED GUT WRE ( FROM
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MAX
CENTER OF TO-TYP)
PROPOSED 12' % 18' PARKING SPACE PER ST.
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LUCIE COUNTY REQUIREMENTS
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PROPOSED 20' WIDE SO TONERS LL
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PROPOSED 12' WIDE SHELLROCK RDA
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FOR VEHICLE ACCESS (SEE DETAIL).
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ALL WEATHER SURFACE REQUIREMENT FOR PARKING:!
PROPOSED 8' TALL OPAQUE CHAIN LINK FENCE
1. PARKING SPACE SHALL BE CONSTRUCTED WITH AN ALL HEATHER SURFACE
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PROPOSED LOCATION OF ANCHOR TENANT (VERIZON
MEETING THE REQUIREMENTS OF THE ST. LUCIE COUNTY PUBUC NORKS
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WIRELESS). TO BE SUBMITTED UNDER SEPARATE PERMIT
DEPARTMENT. PERMITTED IMPERVIOUS SURFACE MATERIALS SHALL BE
CONCRETE, ASPHALT, BRICK PAVERS, STAMPED CONCRETE, OR PAVING BLOCK.
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PROPOSED LOCATION SO TOWERS _LC 75' X 75•
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SITE ELEVATIONS
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1. SURVEY BY EDC ENGINEERS AND SURVEYORS PROVIDES 51ELEVATIONS
AT VARIOUS POINTS THROUGHOUT SITE. ELEVATIONSS A ARE1E USTEO IN
CALL 48 HOURS
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20'
FEET NAVD 8&
BEFORE YOU DIG
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FLOOD ZONE NOTE:
1. DESCRIBED PROPERTY 15 LOCATED WTHIN AN AREA HAVING NO ROOD
ITS THE LAW. Xmnrnure h¢IDW.
DIAL 811
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DESIGNATION BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA),
Call MMan a(4.
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ON INSURANCE RATE MAP No. 111CINDOA0 J (NOT PRINTED),
AROODCCORDING
RING TO MAP INDE% NUMBER 12PINST. WITH A DATE OF
°T"n°'�6i^�OXEf1L4°^niOP
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IDENRFlCARON OF FEBRUMY 16. 2012. IN ST. LUgE COUNTY. FLORIDA
IDEN
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ENLARGED CIVIL SITE PLAN
SITE PLAN BASED ON SURVEY PROVIDED BY EDC ENGINEERS AND SURVEYORS, PT. ST. LUCIE. FLORIDA, PROJECT NO. S-14-297-2
NORTH®
OWNER/APPLICANT:
Sne
cl
TOWERS
PO BOX 664
HOPKINTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
n¢aaz lz
WAyYP(PTLOINT
ENGINEERING AND
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PHONE: FS6L 2RID- Slg. • • /
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APRIL 20, 2019
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
ENLARGED CIVIL SITE PLAN
SHEET NUMBER
C-2
TOWER LIGHT (SEE ELECTRICAL PLAN)
TOP OF T)W 250' AGL
CENTERLINE OF CARRIER ANTENNAS
TO BE DETERMINED
Qh CTOENAGL
BLITaCARRIER ANTENNAS
DMND All
h CENTERLINE OF CARRIER ANTENNA5
V TO BE DETERMINED AGL
h CENTERLINE OF VERIZON ANTENNAS
196' AGL (UNDER SEPARATE PERMIT)
h CENTERLINE OF CARRIER ANTENNAS
V TO BE DETERMINED AGL
250' GUYED T
8' TALL CHAIN UNK FENCE
MANUFACTURER'S PLANS FOR SPECIRCATIONS
GUY WRES
OWNER/APPLICANT:
scl
TOWERS
PO BOX 664
HOPIQNTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
® WAYPOINT
w ram
ENGINEERING AND EQUIPMENT LLD
820 W. INDIANITOWN ROAD, SUITE 105
JUPITER• FLORIDA 33458
PHONE: 561-252-1221
FLORIDACA#29 7q%
EN R 011i
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No. 51 : C
57
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A
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
TOWER ELEVATION
SHEET NUMBER
C-3
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WCAPITAL LLC
LEGEND
US HI
8000 S. US HIGHWAY 1. 4952 402 I
PT. ST. LUCIE, 1 J4952
PARCEL No. (S (SECURITY
11-0001-010-8 STORMWATER ROW DIRECTION
(SECURITY YARD)
ZONING: AG-5 1
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PROPOSED 8' WIDE SWALE WITH J: IL) MAX ten\ .0 1
SIDE SLOPES (SEE DETAPROPOSED 12' X 16' PARKING SPACE PROPOSED GUY IWRE ( FROM
128' CENTER OF TOWER MAX-TYP) \ I
8. 75'
i
in PROPOSED 6' WIDE SWALE WDH 3:
SIDE SLOPES (SFF DETAIL) j
I FUTURE I NNRE
CARRIER CARRIER 26Z 1
PROPOSED GUY WIRE (TYP) ////�
PROPOSED 20' WIDE GUY MREJ 1"----D
EASEMENT (SEE SURVEY-TYP) N I NNRE I I FUTURE I
CARRIER I I CARRIER
o
ut
PROPOSED 8' WIDE X 100' LONG SSIDE SLOPE /
RETENTION AREA, 3:1 SIDE SLOPE J//
I
PROPOSED LOCATON SG TOWERS LLC 75' X 75'
FENCED EQUIPMENT COMPOUND
PROPOSED LCCATON SO TOWERS LLC 100' X 100'
LEASE AREA (SEE SURVEY FOR LEGAL DESCRIPTION)
llI
PROPOSED LOCATION FOR 250' GUY WRE SUPPORTED I
TOWER (SEE MANUFACTURER'S PLANS FOR DETAILS) I
FUTURE I 295
CARRIER I
----J PROPOSED 12' WIDE SHEILROCK ROAD FOR VEHICLE ACCESS. T
1% TOWARD SWALE ON NORTH SIDE OF ROAD (SEE DE'
PROPOSED 20' WIDE SCI TO%
PROPOSED 12' X 18' VEHICLE TURN ACCESS EASEMENT (SEE
AROUND AREA (SEE SITE PLAN)
PROPOSED IV GATE
i PROPOSED 8' TAIL OPAQUE RAIN LINK FENCE
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WATER MANAGEMENT CALCULATIONS
EQUIPMENT COMPOUND
I 75' X 75' COMPOUND = 5625 SF
MAXIMUM EXPECTED IMPERVIOUS: 400 SF
EXPECTED PERVIOUS AREA: 5225
I ACCESS ROAD AND PARKING SPACE
1 295' OF VEHICLE ACCESS AREA X 20' WIDE = 59M SF
I 12' X, 18' PARKING SPACE AND LANDING = 216 SF
i IV X 18' TURN AROUND AREA = 216 SF
I TOTAL IMPERVIOUS SPACE: 6332 SF
IEQUIPMENT COMPOUND AND ACCESS ROAD
TOTAL IMPERVIOUS AREA - 400 SF + 6332 SF = 6732 SF
I
TOTAL PERVIOUS AREA = 5225 SF (EQUIPMENT COMPOUND)
i
1' WATER TO BE RETAINED OVER PERVIOUS AREA - 5225% (1/12) FT = 435 CF
2.5' WATER TO BE RETAINED OVER IMPERVIOUS AREA = 6732 SF X (2.5/12) = 1403 CF
I
PER S-C SECTION 7.07.09.A.2, STORMWATER MANAGEMENT REQUIRED TO BE 2X THE AMOUNT OF
IMPERVIOUS AREA = 1403 CF X 2 - 28M CF
PROPOSED 20' WDE GUY WIRE1
1
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AVAILABLE STORAGE IN N0. 57 (3/4') WASHED ROCK = 402 % (4/12)' THICK % 5225 SF = 697 CF
EASEMENT (SEE SURVEY-TYP)
STORMWATER TO BE RETAINED IN SWALES AND RETENTION AREAS - (435 + 2806) CF = 3241 CF
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TOTAL STORMWATER TO BE RETAINED (USING CREDIT FROM STORAGE IN ROCK IN COMPOUND) _ (3241
I
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- 697) CF = 25" CF
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8' WIDE SWALE AT 3:1 SLOPE TELDS 5.33 CUBIC FEET OF STORAGE PER LINEAR FOOT OF SWALE
I
TOTAL SWALE LENGTH REQUIRED = 2544 CF STORAGE REQUIRED/5.33 CF/FT = 4n LINEAR FEET
TOTAL LENGTH OF SWALE PROMDED - 522 CF
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E%ISTNG GRADE
SITE ELEVATIONS
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1. SURVEY BY EDC ENGINEERS AND SURVEYORS PROVIDES SITE ELEVATIONS
AT VARIOUS POINTS THROUGHOUT SITE. ELEVATIONS ARE U51E0 IN
VARIOUS
L-_ J
'< A0 Mqk'
E1,OP
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FEET NAVD
20
J:\
11 \�/\,�/\
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FLOOD ZONE NOTE:
%//���i�j�///\/..
\ y\� jX \j\/�\/ /\/\X N
PROPERTY IS LOCATED WTHIN AN HAVING NO ROOD/\//�\\\�//
1. DESDESIGNATION
/A
BY THE FEDERAL EMERGENCYABED
NAGEMENT AGENCY (FEMA),ON
ROOD INSURAN
ACCORDING TO MAPC INDEX NUMBERRAM MAPR12111CINDOAOWiTH ATDAM R)
STORMWATER CATCHMENT SWALE
IDENTDCATON OF FEBRUARY 16, 2012. IN ST. LUCIE COUNTY, FLORIDA.
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OWNER/APPLICANT:
sPile,
TOWERS
PO BOX 664
HOPKINTON, MA 01748
88B-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
® WAYPOINT
W01°21'1P
ENGINEERING ANIANTNIyDtyEOUIp ryT L1.�
JUPITER. DFLOR(OA33345�8 El)I�lE'�16l
PHONE: 661N262 ]]��33DD,, L C.
INEER SF •,:�� ;
NO' S7567 O
R T Alo*' 0 5�S :
DATE NK�YIB �
APRI-20, 2019
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
STORMWATER MANAGEMENT
PLAN
SHEET NUMBER
C-4
SOIL PREPARATION NOTES:
1. REMOVE ALL EXISTING VEGETATION, DEBRIS, ORGANIC AND DELETERIOUS MATERIALS FROM ARE WITHIN COMPOUND AND DRIVEWAY UNITS.
2. FOR AREAS OF FILL UTILIZE CLASS 'B' BACKFILL: SHALL BE CLEAN SAND FlLL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL
WILL BE ALLOWED. CLEAN SAND FlLL SHALL BE FREE OF ALL MARL. ROOTS, BOULDERS OR OTHER DELETERIOUS MATERIAL
3. SOIL SHALL BE COMPACTED TO 95% OF THE MINIMUM DRY DENSITY MODIFIED PROCTOR. TEST TO A MINIMUM OF 2 FEET BELOW THE BOTTOM
PROPOSED ROADWAY. MINIMUM 2000 PSF BEARING CAPACITY WILL BE REWIRED.
6" THICK MINIMUM SHSURDCK ROAD, STABIDZED TO MIN. 98%
FINISH GRADE PER CIVIL 1% MAX SLOPE (TO NORTH)�MAX DENSITY PER AASTITO T-18D, SLOPE 2% MAX TO DRAIN
GRADING PLAN
12 ..1 MATCH EXISTING ROAD
GRADE
I ON EDGE OF ROAD
4" MINIMUM NO. 57
BASE FOR FUTURE EOU
MIRAR WEED BARRIER
THROUGHOUT ENTIRE COMPOUND
PROPOSED
SEE COMPACTION NOTES
SEE COMPACTION NOTES
THIS PAGE
THIS PAGE
I
PROPOSED SHELLROCK DRIVEWAY DETAIL
COMPOUND ROCK DETAIL
TERMI
STRET
J§" DIA. T
FENCE DETAILS
RAPE AND SIZE FOR SCHEULE 40 GALVENIZE
PIPE FOR FENCE POSTS AND RAILS
NEM
SHAPE
OUTSIDE
DIMENSIONS
INCHES
�a
TERMINAL
ROUND
3.00
POSTS
*ROUND
3.00
LINE
ROUND
2.38
POSTS
-ROUND
2.38
TOP & BRACE
ROUND
1.90
RAILS
*ROUND
1.90
• GRADE B HIGH STRENGTH STEEL
INCLUDES END, CORNER, ANGLE, INTER—
SECTION AND INTERMEDIATE BRACED POSTS
1. MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING
SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS.
2. ALL POSTS SHALL BE INSTALLED VERTICALLY. WHERE POSTS
ARE INSTALLED ON AN INCLINED SURFACE, THE ANGLE OF
THE POST SHALL BE ADJUSTED SO THAT THE POST WILL
BE VERTICAL
3. THE FENCING SHALL BE #9 GAGE FENCE FABRIC. STANDARD
2—INCH CHAIN UNK DIAMOND MESH.
4STALL GREEN
PRIVACY SLAT
HOUGHOUT
GATE FRAME MEMBERS
SIZE AND WEIGHT
GATE FRAME
OUTSIDE
DIMENSIONS
INCHES
ROUND
1.90
AROUND
1.90
-GRADE B HIGH STIR. STEEL
GATE POST SIZE
AND WEIGHT
GATE LEAF
OUTSIDE
WIDTH OF
DIMENSIONS
6FT. OR LESS
INCHES
ROUND
3.00
AROUND
3.00
-GRADE B HIGH STIR. STEEL
FENCING DETAILS AND NOTES
GATE DETAIL
LEGEND
PART NO.
DESCRIPTION
QUANTITY
1
STRAIGHT PLUG
1
2
BOTTOM HINGE
1
3
TOP HINGE
1
4
CORNER ELBOW
4
5
LATCH FORK
1
6
FORK CATCH
1
7
ORNAMENTAL TOPS
4
8
TRUSS RODS
2
9
STRETCHER BAR
2
10
HOOK BOLTS
6
AND END
=NICE
OWNER/APPLICANT:
sc
TOWERS
PO BOX 664
HOPKINTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
® WAYPOINT
„B•z� P ENGINEERINGANDEt� , 1
820 W. INDIANTOW(QI�ACI�$jue Irr'////
JUPITER, FLORIQA33458
PHONE: 561-ZZffi-12�7.,
•'': r
FLORIDA CA%296� ,• LICEly
NEER SEAL
0- 51667
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RUSSELC.G nT0 N, \\
FLORI 9j/ (\\\\
DATE OF ISSUE
APRIL 20, 2019
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
CONSTRUCTION DETAILS
SHEET NUMBER
C-5
EROSION CONTROL NOTES
GENERAL EROSION CONTROL
1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE
INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND
PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES
2. EROSION CONTROL MEASURES WLL BE MAINTAINED AT ALL TIMES. IF FULL
IMPLEMENTATION ON THE APPROVED PLAN DOES NOT PROVDE FOR EFFECTIVE
EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
3. ALL EROSION CONTROL MEASURES ARE TO CONFORM TO THE STANDARDS SET
FORTI1 IN THE FLORIDA STORMWATER, EROSION. AND SEDIMENTATION CONTROL
INSPECTORS MANUAL. MOST RECENT EDITION.
4. ALL DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF GREATER THAN 14
DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.
5. SILT FENCE IS TO BE PLACED ALONG BACK OF ALL CURB WITH 72 HOURS OF
CURB INSTALLATION.
6. INSPECTIONS BY QUALIFIED PERSONNEL PROVIDED BY PRIMARY
PERMITTEE AND THE ASSOCIATED RECORDS SHALL BE KEPT ON STEIN
COMPLIANCE WITH MEP REGULATIONS
7. EROSION CONTROL DEVICES SHALL BE INSTALLED AND FULLY
OPERATIONAL PRIOR TO ANY LAND CLEARING. EROSION CONTROL
DEVICES SHALL BE MAINTAINED THOUGHOUT CONSTRUCTION UNTIL
PERMANENT GROUND COVER CAN BE ESTABUSHED.
8. GENERAL EROSION CONTROL SHALL BE EMPLOYED TO MINIMIZE SOIL
EROSION. ADDITIONAL EROSION CONTROL WHICH IS STE PLAN SPECIFIC
SHALL ALSO BE EMPLOYED TO MINIMIZE SOIL EROSION.
9. CLEARED SITE DEVELOPMENT AREAS NOT CONTINUALLY SCHEDULED FOR
CONSTRUCTION ACTIMTIES SHALL BE COVERED WITH HAY OR
OVERSEEDED AND PERIODICALLY WATERED TO STABILIZE THE
TEMPORARY GROUNDCOVER.
10. SLOPES OF BANKS OF DETENTION AREAS SHALL BE CONSTRUCTED NO
STEEPER THAN 4H:1V FROM TOP OF BANK.
11. ALL GRASS SLOPES CONSTRUCTED STEEPER THAN 4HAV SHALL BE
SODDED AS SOON AS PRACTICABLE AFTER COMPLETION OF CONSTRUCTION
12. CONTRACTOR TO PROVIDE DUST CONTROL AND SHALL PROTECT ADJACENT
STREETS FROM ACCUMULATION OF SOIL
13. CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS
THROUGHOUT THE CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS OR
SEDIMENT CAUSED BY CONSTRUCTION.
14. CONTRACTOR SHALL CLEAN OUT ALL EROSION CONTROL DEVICES BEFORE
THEY ARE TWO THIRDS FULL OR AS SPECIFIED BY THE MANUFACTURER
OR INSPECTOR
15. CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY DIRT OR MUD FROM
THE TRES OF ANY CONSTRUCTON VEHICLE PRIOR TO LEAVING THE
CONSTRUCTON SITE
SURFACE WATER QUALITY
1. SURFACE WATER QUALITY SHALL BE MAINTAINED DURING THE
CONSTRUCTION OF ALL IMPROVEMENTS POST (2•X4- 01
2. WHERE PRACTICABLE, SURFACE WATER RUNOFF TO BE CONVEYED BY DIA.) WOOD C
SWALES
3. EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE FURTHEST
PRACTICAL UPSTREAM LOCATION
4. AS SHOWN ON THE EROSION CONTROL PLAN. STORMWATER INLETS
SHALL BE PROTECTED DURING CONSTRUCTON. PROTECTION MEASURES
SHALL BE EMPLOYED AS SOON AS PRACTCAL DURING THE VARIOUS
STAGES OF INLET CONSTRUCTION. SILT BARRIERS SHALL REMAIN IN
PLACE UNTIL SODDING AROUND INLETS IS COMPLETE
5. HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS
SHALL BE DESIGNED TO PREVENT OIL. GREASE, AND LUBRICANTS FROM
ENTERING SITE DRAINAGE FEATURES INCLUDING STORMWATER TREATMENT
AND COLLECTION SYSTEMS. CONTRACTOR SHALL PROVIDE BROAD DIKES,
HAY BALES. OR SILT SCREENS AROUND, AND SEDIMENT SUMPS WITHIN.
SUCH AREAS NECESSARY TO CONTAIN SPILLS OF OIL, GREASE, OR
LUBRICANTS. CONTRACTORS SHALL HAVE ABSORBENT FILTER PADS TO
CLEAN SPILLS AS SOON AS POSSIBLE AFTER ANY OCCURRENCE
6. SILT BARRIERS, SILT WHICH ACCUMULATES BEHIND THE BARRIERS. AND
FILL USED TO ANCHOR THE BARRIERS SHALL BE REMOVED AS SOON AS
POSSIBLE AFTER THE END OF THE MAINTENANCE PERIOD SPECIFIED BY
THE BARRIERS
CONTROL OF WIND EROSION
1. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS
NECESSARY TO MINIMIZE THE TRANSPORT OF FUGITIVE DUST. IT MAY
BE NECESSARY LIMIT CONSTRUCTION VEHICLE SPEED IF BARE EARTH
HAS NOT BEEN ADEQUATELY WATERED. IN NO CASE SHALL FUGITIVE
DUST BE ALLOWED TO LEAVE THE SITE DURING THE CONSTRUCTON
PROCESS.
2. AS SOON AS PRACTICAL AFTER COMPLETION OF CONSTRUCTION, BARE
EARTH AREAS SHALL BE VEGETATED.
3. AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT
WATERING AND VEGETATIVE COVER ARE NOT EFFECTIVE IN THE CONTROL
OF WIND EROSION AND TRANSPORT OF FUGITIVE DUST. OTHER METHODS
SHALL BE EMPLOYED FOR CONTROL THESE METHODS MAY INCLUDE
ERECTION OF DUST CONTROL FENCES WITH A MINIMUM HEIGHT OF 4
FEET ABOVE GRADE
ELEVATION
FABRIC
TYPE III SILT FENCE
BII
2 y
F� \ WATERCOURSE
\ TYPE III SILT FENCE
�E
SILT FLOW OVS56I J
pR
iT POSITIONS
POST POSTON
20' TOWARD FLOW)
FABRIC
IOU
SECTION
CROSS SECTION OF STRAW HAY
BALE PROPERLY INSTALLED
EROSION CONTROL DETAILS
PROPOSED SO TOWERS MC 100' a 100' LEASE
AREA, SEE SURVEY FOR EXACT LOCATON PROPOSED 20'X20' SILT FIENCE—N\
AROUND GUY ANCHOR POINT
PROPOSED SCI TOWERS MC 75' x 75' FENCED
NSF EQUIPMENT COMPOUND, SEE STE PLAN S4 S
PROPOSED 250' GUYED TOWER, SEE
�S y TOAFR MANUFACTURERDE 'S TAILS
v NSF
PROPOSED 20'X20' SILT FENCE — US
AROUND GUY ANCHOR POINT �r-- r__r �.•' PROPOSED 12' WIDE ROAD.—
, SEE SITE PLAN, APPROXIMATE DISTANCE
GUY ANCHOR EASEMENT (TYP OF 3E - -- -- OF SHELLROLK ROAD IF 300'
I SF —SF —SF —SF —SF —SF —SF —SF —SF
PROPOSED ANCHOR TENANT
GUY ANCHOR EASEMENT (TYP OF 3)�/-,
i
PROPOSED 20'X20' SILT FENCE
AROUND GUY ANCHOR POINT
I
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w�
al
nl
I
—SF —SF
—SF —SF —SF —SF SF —SF —SF —SF —SF TSF —SF —S
SF—F
I
ROPOSILT FENCE i
(SEE DETAILS THIS PAGE)
i
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I
EROSION CONTROL PLAN
LADEN
OWNER/APPLICANT:
sc!
TOWERS
PO BOX 664
HOPICNTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
121z
® WAYPOINT
W81'M'1P
ENGINEERING AND EQUIPMENT LLC
820 W. INDIANTOV.M ROAD, SUITE 105
JUPITER. FLORIDA 03458.
PHONE: 561-252-]]1'4 I I I
Y�y916h1'
FLORIDA CALIC
ENG E� E �i
PAN'%
•• Z W
-O •
v
UISO SS CfiT N R'E44Qr
ISO
q
�
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
EROSION CONTROL PLAN
SHEET NUMBER
C-6
24 in
DOHOTCLIMI
i1WE1NIi111T
'ANTENNAS
IIINEIS WIITTEN
MAY BE
IITIIII>!ITIINI
ACTIVE
00
NO
® NOTICE
TRESPASSING!
� "
NO TRESPASSING SIGN
SCI
TOWERS
SITE NAME: WYNNE RANCH
FCC#: (TBD-COOORDINATE WITH OWNER)
LEASING/EMERGENCY: (888) 318-2803
WWW.SCITOWERS.COM
12" X 24" 0.063" ALUMINUM
SCI TOWERS LLC AND FCC REGISTRATION SIGN
ACAUTION l
On this tower:
Radio frequency fields near some
antennas may exceed FCC rules
for human exposure.
Persomrel do Wl Nis rwctsM"IE.
o-amen for wan�"a m as Io eeque z
M1m¢ASeM Y596 �Rp�uI RF
18" X 12" .040 ALUMINUM
RF WARNING SIGN
SIGNAGE NOTES
1. SIGNS SHALL BE MADE OF ALUMINUM WITH 1/4• HOLES 1/2" FROM EACH CORNER TO HANG SIGNS ON FENCE
2. SIGNS SHALL BE INSTALLED AS FOLLOWS:
GATE: SCI TOWERS LLC AND FCC TOWER REGISTRATION NUMBER, NO TRESPASSING SIGN. RF WARNING SIGN
SIDES OF COMPOUND WITHOUT A GATE: NO TRESPASSING SIGN SHALL BE INSTALLED IN THE CENTER OF THESE SECTIONS OF FENCE AND
SPACED NO MORE THAN 40' APART.
3. SIGNS SHALL BE INSTALLED WITH CENTER AT 5' ABOVE FINISHED GRADE.
OWNER/APPLICANT:
�RAP
TOWERS
PO BOX 664
HOPIQNTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
® WAYPOINT
warm iv
ENGINEERING AND EQUIPMENT LLC_
JWLORPHONE IDW3Y5'UPRFR,FLOAANTil li-11-iTCi
/
�GE�St`'•.'A
MO' 5156)
APRIL 20. 2019
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
SIGNAGE DETAILS
SHEET NUMBER
C-7
109
Fyn PROJECT DESCRIPTION
OM`wa RdRe* ` ) INSTALLATION OF A 250'GUYED
J ..se riipi4,. COMMUNICATIONS TOWER FOR
9 2 WIRELESS COMMUNICATIONS SERVICES
a ?xT�" LaFewm4 !'
., .,ark ..4;, • APPLICANT I I
TOWERS LUC PO BOX 664 'SECUN
u ' NE--\y
•`t - -� f! `-�, rL'('c HOPKINTON, MA 01748 I I UN I
888-318-2803
PROPERTY OWNER
_ P' •� - A'S WYNNE CAPITAL LLC
�' - (•+ - F4 8000 5. US HIGHWAY I, SUITE 402 o
PORT ST. waE, FL 34952 I I
PROJECT SME, 1514 MILES r� p;e1p PROPERTY INFORMATION
WEST OF 1-95 ON SR 68 �o
v �°+^^ PARCEL ID#2108-141-0001-000-8
®1 _ PARCEL ID #2108-111-0002-000-2 I I
PARCEL ID #2108-111-00D1-0ID-8 CL T
i 4- ZONING: AG-5 w N I I
y Io
yci n4
1 Gre�3i p
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wO � 9-•Po�'Wci i!
=a: pq I
PROJECT LOCATION MAP w!o oo'
njH I
.. — .. _ .. _ ... _ .. .. PROPERTY LINE_
100' VIDE INGRESS/EGRESS EASEMENT P
ORB 9". PGS 2920-2933
PROPOSED 20, WOE URU AN I I
ACCESS EASEMENT (SEE SURVEY)
I �I LI I
275- TOWER SETBACK UNE
�/ `\
PROPOSED LOCATION OF N GUYED TOWER IN Sa
TOWERS LLFENCED
C 75' % 75' FENCED COMPOUND INSIDE
PROPERTY UNE _
WO' X 100' LEASE PARCEL (SEE SURVEY) (SEE
ENLARGED CIVIL PLAN FOR COMPOUND DETAILS) 296.00'
6I m 20' VIDE GUY WIRE EASEMENT (SEE SURVEY) (TYPICAL) I I J I II I
EXISTING ELEVATION AT BASE OF PROPOSED TOWER I J �IOo f
2&0' NAVO 88 PER SURVEY PROVIDED BY EDC
ENGINEERS AND SURVEYORS, PT. ST. LUCIE, FLORIDA \ I $ wln
WYNNE CAPITAL LLC LUEL
O.
2108 11IRC00011-000-8
\'J I EXISTING RANO4 VIDE SHELLANADA OC
RD) I )
ROAD (BRANCH OF GRANADA RD)
I 0 50 100 200 300 400 500 I I I
"ME CAPITAL LLC
PARCEL NO. F/ j
SCALE IN FEET 2108-111-0001-010-5
1• = 100' (22 X 34 FORMAT) I ! I
— 1• = 200' (11 X IJ FORMAT)
J.
PROPERTY UNE
908.29' 296.00'
EXISTING ACCESS ROAD OVER CANAL
ORANGE AVENUE 200' ROW) i
EXISTING ELEVATION IN CENTER OF
ROAD 15 30.0' NAND 88 PER SURVEY
PROPERTY UNE (SOUTH R.O.W. UNE OF ORANGE AVENUE. SR 68) PROVIDED BY W1WAM B. ZENTZ, PSM
I
I
5011 PR PARS NOTES
1. REMOVE ALL EXISTING VEGETATION, DEBRIS, ORGANIC AND DELETERIOUS MATERIALS FROM ARE W1TIiIN COMPOUND AND
DRIVEWAY
2. FOR AREASS OF OF FILL UTILIZE CLASS O D. CL L SHALL PI CLEAN SAND FILL APPROVED FOR USE . B THE ENGINEER. O NO
UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SANG FlLL SHALL BE FREE OF ALL MARL. ROOTS. BOULDERS OR OTHER
DELETERIOUS MATERIAL
]. SOIL SHALL BEO COMPACTED TO TIN OF THE MINIMUM DRY DENSITY MODIFIED APACI PROCTOR. TEST TO A MINIMUM OF 2 FEET
BELOW THE BOTTOM OF ALL FOOTINGS. MINIMUM 2000 ESE BEARING CAPACITY WILL BE REQUIRED.
D ELEVATIONS
PLAN)
12' ROADWAY
FLARE W1DIE VARIES
SP-12.5
CONCRETE
UMEROCK BASE
ASPHALT PAVEMENT SECTION -DRIVEWAY IN ROAD R.O.W.
40
1 I
I
STING BAG WALL I
M1'I5 1 I
I
ENhRUNE OF 20' UTILITY AND
EXSTING BAG WALL
I
I
ACCESS EASEMENT (SEE SURVEY))
WEST UNE OF 20' WIDE ACCESS
1
I
AND UTIUTY EASEMENT. MATCH
WESTERN EDGE OF PROPOSED
IV
ISTNG 30 LF OF 102• CMP
15' DRIVEWAY
I
I
.. .. —EXISTING
\�'`\
L
WEST INVERT
i
I.Q
I `EXISTING SOUTH PROPERTY UNE OF
ELEVATION OF CULVERT 18.53'
i z97 .�
G WYNNE RANCH SITE AND NORTH RIGHT
OF WAY WE OF ORANGE AVENUE
EXSTING BAG WALL
q I
�-)-
0 z
1�'
EXISTING EAST INVERT
\
ELEVATION OF CULVERT 17.94'
APPROXIMATE TOE OF DITCH
TOE OF DITCH
�APPRO%IMATE
PROPOSED 15' ASPHALT
APPROXIMATE TOP OF DITCN
j5 ROAD AW y)_-
DRIVEWAY (SEE DETAIL)
\x
APPROXIMATE TOP OF DITCH
OMIT OF EXISTING GRAVEL DRIVEWAYS
�UMIT OF EXISTING GRAVEL DRIVEWAY ,LO9
I � 1 �40' RADIUS
40' RADIUS I 1
\ 7
?PS 1 � i� g? NOTE: SLOPE 4:1 MA% FROM EDGE OF
EXISTING GUARD RAIL g•l. j M1gM `, ry E%IS NAG GROUND EDEVATIONN TO
EXISTING NORTH EDGE OF
`PROPOSED ASPHALT
�-SAWCUT EXISTING ASPHALT AND MATCH
PAVEMENT OF ORANGE AVENUE
DRIVEWAY (SEE DETAIL)
EXISTING ELEVATIONS ON ORANGE AVENUE
%6
_x - _
0
_ XS0_
9�
- _ 4j� _
ORANGE AVENUE
D
10 20
30
SCALE INX FEET
1• = 10' (22 X 34 FORMAT)
EXISTING SOUTH EDGE OF
1• = 20' (11 X 17 FORMAT)
PAVEMENT OF ORANGE AVENUE
LEGEND
X(
I,0p EXISTING ELEVATION (NAVD 88)
,1y1 PROPOSED
ELEVATION (NAND 88)
OVERALL SITE PLAN I PRUPUSED A(:CES5 DRIVEWAY PLAN
SITE PLAN BASED ON SURVEY PROVIDED BY EDC ENGINEERS AND SURVEYORS, PT. ST. LUCIE, FLORIDA. PROJECT NO. S-14-297-2 NORTH
OWNER/APPLICANT:
6 no
SO
TOWERS
PO BOX 664
HOPKINTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
Na.•Y z
WAYPOINT
ENGINEERINGANIANOW. INWDyE TIEl11"Ill
, SURE
JUPITER. DFLORICR 33Q$B:`L C.5�,/%//
PHONE: 566�TR4 Q7G
FLORIDA�lC82 ��
............
EN INEER SEAL "F •.• i�
NO' 5rss7
l
Al DA
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RUSE �O I51
\
DATE OF1SS
APRIL 20, 2019
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
DRIVEWAY PLAN
SHEET NUMBER
D-1
ELECTRICAL SYSTEM NOTES
CAME
TH
A E TFUCk CTSR SHALL PRCOOD ON E DM AND IFBOR FOR A COMOW LETE
BUT
QE MLY ECES AS INDICATED ON WE DGWINGS. BE NOT SHOWN BUT
OBMOOLY NECESSARY FOR A WNMEIE SYSITLI SFWL BE INCLUDED.
B. THE CON J%CT0R SHNL OBTNN ALL NECESGRY PERMITS, INSPECDONS AND
APPROVALS.
C. OIL WORK SlA CONFORM TO THE NATIONAL ELECTRICAL CODE MO WE LDCAL
BUILDING COOTS. ALL COMPONENTS SHIL BE UE APPROVED.
D. THE CONTRACTOR SKIL BEFORE SUBMTDNG HIS BID, MW WE STIE OF WE
PROJECT AND BECOME FAMIUOR WTM THE CONDMONS. NO ALLOWANCE CURL BE
RUDE FOR USING CONDMONS OR RIWRE OF THE CONTRACTOR TO OBSERVE
WEN,
E. EXACT LOG ON OF NL EQUIPMENT SHALL BE COORDINATED WITH WIRELESS
CARRIER. WE BUILDING OWNER AND OTHER TRADES.
F. WHERE EQUIPMENT IS SPECIFIED BY MANUFOCMRER AND TYPE SUBSI MION
SHALL ONLY BE MADE MEN WE APPROVAL OF THE ENGINEER. WE CONRACTOR
SHNL SUBMIT DEVILS OF PROPOSED MAIERWS. RESON FOR CHANCE AND
CHNNGE IN CONIIUCI AMOUNT.
2 SCOPE OF WORK
A WE CONRWCVOR S PROVIDE ALL ELECWKX "MG AND EOUPMEM UNLESS
OWMMSE INDICTED. WIN COMPONENTS ARE IS FOLLOWS:
1. PROVIDE ELECTRCPL SER.ACE M DIOCATED ON THE DRAWNGSS.
2. PROVIDE SERVICE EQUIPMENT MOUNTED M DIRECTED BY CARRIER MD
AS INDICATED ON WE DRAWINGS.
1 PROVIDE TELEPHONE CONDW MW PULL WIRE AND ME M INDICATED ON
DMMNGS.
4. COORDIWTE EI-ECMICAL SERACE WITH POWER CO. CONIACT REPRESENTATIVE
k ORTNN FAULT CURRENT IEFFER PRIOR TO CONSTRUCTION. CONRtPLTOR
SlF MAKE AON5IMENIS TO CIRCUIT BREAKERS TO MEET F&I.T CURRENT
WHEN NOT USING CURRENT OWNS FUSES.
5. COMOINAIE IEEPHONE SERJICE WITH THE TELEPHONE CO. CONTACT
REPRIDI MAMS PRIOR TO CONSM11CRON.
6. RI WIRE " CONDO M INDICATED. PROVIDE WE SUPPORTS M
INDICATE).
7. PROVIDE GROUNDING AND LGHMING PROTECTION SYSTEM AS DNIATED.
B. RESTORE ALL ARTS TO ORIGINAL COMMON OVER RISVAIABON OF CONDO.
9. CONRACIM SPILL CIFPRLY LABEL DISCONNECTS AND OMER RDAIFD GEM.
10. AT TIME OF PI/N PERMITIING. CONTRACTOR SWILL APPLY FOR A THIRTY (30)
DAY TEMPORMY POWER POOR FOR TESTING PURPOSES.
3. CONDUT
0. CONDO SITES M SHOWN ON WE DMMNGS ARE A MINIMUM. THE CONRACTOR
WY INCREASE AS REQUIRED FOR FOE OF PUWNG.
B. CONDUIT TYPES SKULL BE AS FOLOWS UNLESS OMERMSE INDICTED:
I. AIL MOVE GRADE CONDUT SHALL BE RIGID GLVMM STEEL
1 ALL CONDO BELOW GRADE SHu BE SCHEDULE 0 M.
3. CONCENED CONDOR IN OILS OR MOW CUEING SHNL BE W.
C. IL EXPOSED CONDUIT SHNL BE NI1LY INSTALLED AND RUN PNUUD. OR
PERPENOICUIM TO S7UCNRN. ELEMENTS. SUPPOMS AND MOUNTING HARDWARE
GROUNDING PROTECTION SYSTEM NOTES
1. PROVIDE 'M E ENTMCE GROUND BM- (CEGB), 3Y1 X 6'1. X 1/4b. MOUNT AT
ITC CNMEF. COORO. INSTNURON WTM CPM.
2. PROVIDE A GROUND RING BURIED A MINIMUM OF 3D' BI GRDE. WE GROUND
RING SHN1 BE IODIU-ED A MINIMUM OF 2'-O' AWAY FROM WE FOUNGTION
UNLESS SHOWN ON DRAWING.
SHkL BE HOT DIPPED GLVMIZED SITE. NYLON INSUUTED BUSRNCS SHIL
BE USED ON ALL CONDUR TERMINATIONS.
D. R D( CONDUIT SNNL BE LIQUID TIGHT FLWBIE MD4UC CONDUIT.
E NO CONDUIT SHALL BE INSTALLED IN LIFE SAFELY AREAS SUCH AS
STAIRWAYS.
F. CONDUIT ROUIES PRE SCHEMATIC. FIELD VERIFY ROUTE BEFORE
BID. COORDINATE ROUTE WITH WIRELESS CARRIER AND BUILDING
OWNER.
G. WEATHERPROOF HUBS SHALL BE USED FOR ALL TOP AND SIDE
PENETRATIONS TO ENCLOSURE LOCATED OUTDOORS.
4. CONDUCTORS
A CONDUCTORS SPLL BE SMANDED COPPER ME WWN MEN 90 DEGREE C Rlff
MSUTANON.
5. PULL BOXES AND JUNCOON BOXES
A INTERIOR ENCI_ SH41 BE NENA 1. EXTERIOR BOIL STALL BE NEW DR.
6. GROUNDING
A PROVIDE GROUND SY51EM AS INDURATED ON WE DRAWNGS AND M MOVED W
WE NATIONAL EIECMIC CODE AND RPDIO EDUIPMENT MANUFACMN
B. A11 RACEYIAYS REQUIRE GROUNDING CONDUCTORS. BONDING CONDUCTORS THRWGH
WE RACEWAY SSIEN SHALL BE CONENWUS FROM MAIN SCORCH GROUND BUSES
TO PANEL GROUNO PITS, AND FROM PANEL GROUNDING BARS RI BRMCH CIRCUIT
OU . MOTORS. UGHIS. ETC. THESE GROUND CONDUCTORS ME REWIRED
THROUGHOM WE PROJECT REGRDLESS OF WHEMER CONDUIT RUNS SHOW GROUND
CONDUCTORS ON WE DRAWINGS.
C. COORDRI WITH ENCLOSURE SUPPLIER TO INSTIL TEL00 GROUND BARS BELOW
WE TELCO BOARD. CONNECT RI MIN GRWNOING SSTETi.
11. ElECWKAL CONWXIOR SHNL TWE MEGGM RIDINGS OF GROUND. THE RESULTS
SHNL NOT BE GREATER THAN 5 OMJS.
11 011 CONNECRONS TO GROUND STSITM SHALL BE WE IN LINE MET BONS NOMINAL
12' RADIUS IN WE DRECTIM OF CURRENT ROW. T-CONNECTIONS WLL NOT BE
ALLOWED.
1 BOND FENCE POSF TO GROUND RING USING AN 90MERMIC WELD. BOND FENCE GTE 13. ALL BENDS IN GROUND WIRES SHNL BE NONIML 12' RADIUS.
TO POST WITH A F BIE COPPER JUMPER SMM MECHMN Y OR EXOTHMMIIC IY.
TYPICAL FOR NL FENCE PLANES WITHIN 12 FEET OF TOWER FWNGROH. FOR FENCE 14. ANIFNNA CABLES MIU1 BE BONDED AT EACH END. RUNS G
PLANES BEYOND 12% EXTEND 112 TO IDH PENCE PLANE TO AM PLANES WITHIN 50'. SHALL BE BONDED TOWARDS MIDDLE OF LOOM. COORDIWTE
4. BOND DISCONNECT SNITCH, METER, TELEPHONE CABINET AND SER.ICE CONDUITS TO
BURIED GROUND RING M THEY CROSS.
5. EACH LEG OF WE WAVEGUIDE SBNCTURE SHkL BE 1161MDUW.Y BONDED TO WE
BURIED GND RING. UOM IGULY WED CONNECTIONS AT POSE FOR WAVECUIDE
STROM E AND BURIED GO RING. PLACE 5/8X10' COPPERCID GO ROD AT 10'
D ERJAIS ALONG WAWGUIDE PAW.
B. BOND REEM IN CONCRETE FOR COMMUNICFRON SMUCMRE AND EQUIPMENT POD TO
BURIED GROUND RING. RONERMICALLY WELD A 12 TINNED SOLD COPPER CONDUCTOR
TO THE REBM AND CONNECT TO WE BURIED GROUND RING.
7. PROVIDE INSPECTION SLEEVE AT MIN SERVICE GROUNDS. EXOHERMIC CONNECDONS.
B. PROVIDE BONDWG CONDUCTOR(S) FROM WE BURIED GROUND RING TO THE WMKI.
CABLE BUS RM AT POINT JUST WSIDE OF THE COMMUNICATION SIRUCNNE OUT.
VERN EXACT LOCATION OF COPPER BUS BAR FOR PROPER CONDUCTOR LENGM.
FINAL EXOTHERMIC MMI TO COPPER BUS BAR BY THE ANTENNA CABLE INSTALLER.
9. MOMMUGULY WELD BONDING CONOUCMR TO COMMUMGRON STRUCTURE LEG
AT V-0' ABOVE PAD AND BOND TO BURED GROUND RING. PRIME A 3/4' PNC
SLEEVE MIH A GRADUI. BEND IN WE CONCRETE FOUNDATION.
10. 5/8X10'-D' LONG COMM CID GO ROD M SHOWN ON PLAN.
MIX FOR IL GROUND RODS SHOWN. USE STNNLESS STEEL HARDWARE
COMAE MPUCME.
TILLER THAN 150'
LO OW MM
WIRELESS CARRIER'S PROJECT MNUGER.
11 WHO) APPUGBLE, CONTRACTOR SHALL BOND FRAMES TO EACH OWER AND TO
GO RING VM TWO PATHS. CODROWTE WITH WRETESS GIWER PROJECT OQV%GER
16. CONIRACIOR CAN PROVIDE ONE OF THE FOMXNG M DIRECTED BY THE PROJECT
MIIAGER: THE SECOND OPTION IS PREFERRED.
A GDWELD DON CABINET GROUND WIRE TO GROUND RING M SHOWN IN
EOUTMENT GROUND DETNL
B. CADWOD EACH WIRE TO A 1/4X4X24' ON. COPPER BUS BAR LOCATED
BEHIND RA010 CABINET. EXIFND A /2 WIAE FROM EACH ENO OF COPPER
BM BM TO MOOD RNG.
17. PROMDED BONDED BONDING JUMPERS BEIWEN OUCH GE AND POST (OPTIONAL).
19. CONMAGIOR S PROVIDE 90WERMIC BONDING AT ALL BURIED GROUND RING
CONNECTIONS, STRUCTURAL EQUIPMENT FRAME SERVICE PCK(S). EIGSIING TOWER
GROUND RINGS, AND AS INSTRUCTED BY CPM.
20. CONTRACTOR SHALL PROVIDE MECHANICAL DONDING AT Pll ANIDNA SECTOR GROUND
BARS, ALL EECWICM- EWIPMEM DISCONNECM, TPNSMRIAERS, J-BOXES. PNEL-
BOMBS. CABINEM, AND MARL GROUND GR M DIRECRD BY MEROPCS CPM. ALL
MECHANIC& CONNECTIONS SHNL BE PROPERLY TERMINATED W/ COGS, NUTS § BOLTS.
21. COMACIOR SWNL COOT WITH NOX-OX ill POINTS OF CONTACT BEI)VEM
Dimmi-M MEALS.
ELECTRICAL SYSTEM NOTES
OWNER/APPLICANT:
sci
TOWERS
PO BOX 664
HOPKINTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
® WAYPOINT
W01' 'I
ENGINEERING AND EQUIPMENT LLC
820W NDIANTOWN ROAD, SUITE IGS
JUPITFPHOE 7-13 a�91
LO NE OA-25
�Jp� C.
° 5156�
TT
o
RbSJ '1W;�X�� P�EE1x'* `a�.
�JA .E'#b7567' N `�'
DAPRIL2 11,``\`
ILO)
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
ELECTRICAL NOTES
SHEET NUMBER
E-1
GUY ANCHOR (T
GUY ANCHOR EASEMENT
i
i
I
I
I
i
I
I
I
I
I
I
I
I
\ I
II
I
SO TOWERS LLC LEASE
UNE (SEE SURVEY)
0 5 10 20 30 40 50
SCALE IN FEET
1' = 10-(22 X 34 FORMAT)
1' = 20- (11 X 17 FORMAT)
SO TOWERS LLC LEASE
LINE (SEE SURVEY)
------------------------------- ------------
I
I
�PROPOSEO B' CHAIN UNK FENCE
I
I
r---------- ;}
I I FUTURE TENANT I
FUTURE TENANT I LEASE AREA (TBD)
LEASE AREA (TED) I
/ JII
RR I L________—J i
GROUND ROD AND INSPECTION SLEEVE—
OETAIL—TYPICAL OF 4 FOR TOWER GROUND F
#2 AM BARE TINNED GROUND RING SHALL
BE INSTALLED PER NEC 250.53 (2) (F) A
MINIMUM OF 30' BELOW GRADE
AICALLY WELD TO
(TYP AS SHOWN)
PROPOSED 8' CHAIN LINK FENCE)
I
I
GUY ANCHOR
#2 AM BARE TINNED GROUND
SHALL BE INSTALLED PER NEC 2
(2) (F) A MINIMUM OF 30- BELOW C
I 1
I I
I I
I I
I I
TWER
�CADWELD (TYP) LIGHTS
EXOTHERMICALLY WELD TO
TOWER IN MINIMUM OF 3
LOCATIONS (TYP)
ACCORDING TO NEC 250.53
MINIMUM OF 30' BELOW OR
GUY ANCHOR EASEMENT
GUY ANCHOR
EXOTHERMICALLY WEIR TO
PENCE (TYP AS SHOWN)
GROUND CONNECTION (TYP)-'J
T COMPOUND GATE ,-
_{—__--_f--_____—__-
SERVICE RACK-6 GANG METER CENTER WITH
C01 3#5OOMCM. 3-C. ROUTE TO FPL
— -- CO2 POINTi F SERVICE
—MECHANICAL CONNECTION TO 6 GANG
METER CENTER (TYP AS SHOWN)
—EXOTHERMICALLY WELD TO
ELECTRICAL RACK (TYP HAS SHOWN)
`GROUND ROD AND INSPECTION
SLEEVE, SEE DETAIL —TYPICAL OF 2
PROPOSED
SHELUROCN
DRIVEWAY
ABBREVIATIONS
GUY ANCHOR EASEMENT (TTP)-�jj
NIT ANTDWA
EMT BIECTRICAL METAILC TUBING
AN 0.MBULPN WE GAUGE
OK DRAWNG
BON BARE COPPER WE
UPS. UGHM NG PROMCTGN SYSTEM
I
I
RWY RACEWAY
S.S. STAINLESS SIED.
PNL PANEL
I
TYP. MCA-
CF. CURRENT UNITING Ng
I
RGS RIGID GALVA STEEL
LPM Mg. PROD. MANAGER
CALL 48 HOURS
I
1
SYMBOLS
BEFORE YOU DIG
CADWEID TYPE CONNECRON
Wt CONDUIT TAG 1; REFER TO RISER
■ MELHNeCAI TYPE CONNECTION
M-1.J CONDUIT TAG 1; PANEL SCHEDULE
ITS THE LAW. W�a.Mure below.
DIAL 811
I
I
- - - 12 TINNED SOLID BARE LB WE
® GENERATOR RECEPTAGE
Lall hManpo Gg
I
- - - UNDER GROUND IELCO CONDUIT
O 5/9' X10'-0' COPPEROAD GINI.
suwexesTATawarouornaamwc
I
- - - UNDER GROUND ELECTRIC CONDUIT
ROD W/1NSP. STEEVE
ENLARGED ELECTRICAL SITE AND GROUNDING
SITE PLAN BASED ON SURVEY PROMDED BY EDC ENGINEERS AND SURVEYORS. PT. ST. LUCIE,
PLAN
FLORIDA. PROJECT NO. S-14-297-2
OW NER/APPLICANT:
sci
TOWERS
PO BOX 664
HOPKINTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
WAYP01 NT
WH,°21'1P
ENGINEERING AND EQUIPMENT LLC
820 W. INDIANTOWN ROAD, -SUITE 1DO
JUPITER, FLORIDp�
I I)) //r/PHONE
56-B20
FLORID A63 QR/
E EAT•:
/_ 15
,0 •. Stp Q,.: ii
APR L M JChb
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
ELECTRICAL SITE AND
GROUNDING PLAN
SHEET NUMBER
E-2
T
BOOA 120/240V SINGLE PHASE 3W 6 POSITON METERING CENTER (200A A MAX
''T
CIRCUIT BREAKER) (SQUARE D METPAK MPR86200 OR APPROVED EQUAL) 1
FUTURE META LOATON I r200A TENANT SERVICE DISCONNECT (SQUARE D
I CATALOG #QOM2200MVH OR APPROVED EQUAL)
1BLE COVER. COVER
BE REMOVABLE BY
NO TOOLS SHALL BE
ED FOR REMOVAL.
—FINISHED GRADE
IIII—TINT —III SC EDULOE NG 40 WHITE PVC
PROVIDE #2 AWG BARE TINNED
SOLID COPPER WIRE FOR
MEGGER TES( (ONLY FOR
GROUND ROD.
EXOTHERMICALLY WELD TO
GROUNDING TEST WELLS)
#2 AWG BARE TINNED
SOLID COPPER WIRE
(EXTERIOR GROUND RING)
1" WIDE WSLOT FOR GROUND
WIRE. EXTEND 2' ABOVE
GROUND WIRE.
GROUND ROD 7-RUSHED ROCK INSIDE, BELOW
AND AROUND SLEEVE. EXOTHERMIC
WELD SHALL REMAIN VISIBLE.
ELECTRIC AND TELCO RACK DETAIL ITS 111 GROUND ROD AND INSPECTION SLEEVE DETAIL NTS 1 2
I,
8MA 120/240V SINGLE PHASE 3W 6 POSITION METERING CENTER (200A MAX I GUY SUPPORTED TOWER (SEE SITE PLAN)
CIRCUIT BREAKER) (SQUARE D METER PAX MPR86200 OR APPROVED EQUAL)
FUTURE METER BY LOCAL
ELECTRIC UTUTY PROMDER I
200A TENANT SERVCE DISCONNECT (SQUARE D
CATALOG #Q0M2200MW OR APPROVED EQUAL)
1��
1
1
1
�
BOND #1/0 GRC
JUMPER TO GROUND
3•C 001
3 C CO2
(2) 3#500MCM, 3•C
TO LOCAL UTUTY POINT
OF SERVICE
#1/0 GROUND. 1• GALV.
FLASH TECHNOLOGY
CONTROUER M370D
L2P-30A BREAKER FOR TOWER UGHT CONTROLLER
R �--5/8• X 10' COPPER CLAD GROUND
NEW LOAD CALCULATION
LOAD
AMPS
FUTURE WRELESS CARRIER
100
FUTURE WIRELESS CARRIER
100
FUTURE WIRELESS CARRIER
100
FUTURE WIRELESS CARRIER
100
FUTURE WREESS CARRIER
100
TOWER LIGHT SERVICE
10
TOTAL
510
VOLTAGE PROMDED: 120/240V SINGLE PHASE 3 WIRE
(2) 3#5OOMCM, 3•C
ELECTRICAL AND TELCO RISER DIAGRAM NTS 1 3
OWNER/APPLICANT:
sci
TOWERS
PO BOX 664
HOPIO:NTON, MA 01748
888-318-2803
PROJECT NAME AND LOCATION:
WYNNE RANCH
ORANGE AVENUE
ST. LUCIE, FLORIDA
ST. LUCIE COUNTY
PROJECT ENGINEER
® WAYPOINT
wer srm
ENGINEERING AND EQUIPMENT _LC
820 W. INDIANTOWN ROAD, SUITE 105_
JUPITER. FLORIDA 33458
PHONE: 561-252-1220
\
FLORIDACA#29670\\ OR A
EN E S A 'E " •.
V OV
.'
At
-f
RUS IS 0t, VP
FL #b
�n
DATESI
PRIL 20, 20 Avj 111\\\
ISSUED FOR
CONSTRUCTION PLANS
SUBMITTALS
REV. DATE DESCRIPTION
PROJECT NUMBER
C201904-06
DRAWN BY CHECKED APPROVED
RCM RCM RCM
APPROVING AGENCY
ST. LUCIE COUNTY, FLORIDA
BUILDING CODE
2017 FLORIDA BUILDING CODE
SHEET TITLE
ELECT. RACK AND RISER
SHEET NUMBER
E-3