2022-10-20 22-003-SE Construction DrawingsSITE SUMMARY
SITE ADDRESS:
1117 NW 9TH ST
OKEECHOBEE, FL 34972
TOWER LATITUDE:
27'15'07.7"N (27.252140')
TOWER LONGITUDE:
80'50'41.3"N (-80.844796)
GROUND ELEVATION:
29.3't
ZONING JURISDICTION: CITY OF OKEECHOBEE
ZONING JURISDICTION CONTACT: PATTY BURNETTE
(863) 763-9824
COMMITMENT NUMBER: TBD
ZONING:
INDUSTRIAL
PARCEL/MAP NUMBER:
3-16-37-35-0160-00110-0010
LAND OWNER/CLIENT:
CSX TRANSPORTATION, INC.
C/O TAX DEPT. J910
500 WATER STREET, SUITE 1208
JACKSONVILLE, FL 32202
APPLICANT:
CSX TRANSPORTATION, INC.
C/O TAX DEPT. J910
500 WATER STREET, SUITE 1208
JACKSONVILLE, FL 32202
TOWER TYPE:
MONOPOLE
TOWER HEIGHT:
150'-0"
APPURTENANCE HEIGHT:
160'-0"
PROJECT DIRECTORY
APPLICANT/LANDOWNER: CSX TRANSPORTATION, INC.
C/O TAX DEPT. J910
500 WATER STREET, SUITE 1208
JACKSONVILLE, FL 32202
CONTACT: THOMAS PAULY
PHONE: (904) 279-3837
EMAIL: THOMAS—PAULYOCSX.COM
PROJECT MANAGEMENT TEAM: IGNITE WIRELESS, INC.
102 MARY ALICE PARK RD, SUITE 505
CUMMING, GA 30040
PHONE: (470) 239-0846
FAX: —
SITE DESIGN: FDH INFRASTRUCTURE SERVICES
6521 MERIDIEN DRIVE
RALEIGH, NC 27616
CONTACT: JAMES R. BILLUPS, PE, CFM
PHONE: (919) 755-1012
CONSTRUCTION DRAWINGS
SITE ID:
SITE NAME:
SITE ADDRESS:
VICINITY MAP
5
a
m
1s 1p Amer Txradinoeaserg
�+ C
Okeechobee County
Parks & Recreation Silvermoon's
Nw mtl ss Nw 4111 Ss NW NW 91r
Okeer
Ration's Country Feed
animal f-p sty&
SITE LOCATION
Total Roadside
Towing & Recovery
19
NW atr, St. NW 71h Cl
Z z z
a
s NW 7th St a NW 7th N
NW Ids Si
CODE COMPLIANCE
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING
CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT
CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING:
1. FLORIDA BUILDING CODE 4. LOCAL BUILDING CODE
2. ANSI/TIA/EIA-222—G 5. CITY/COUNTY ORDINANCES
3. NATIONAL ELECTRIC CODE 2014 6. 2020 FLORIDA FIRE PREVENTION CODE
GENERAL NOTES
THE FACILITY IS UNMANNED AND NOT FOR
HUMAN HABITATION, THEREFORE HANDICAP
ACCESS IS NOT REQUIRED. A TECHNICIAN
WILL VISIT THE SITE AS REQUIRED FOR
ROUTINE MAINTENANCE. THE PROJECT WILL
NOT RESULT IN ANY SIGNIFICANT
DISTURBANCE OR EFFECT ON DRAINAGE; NO
SANITARY SEWER SERVICE, POTABLE WATER,
OR TRASH DISPOSAL IS REQUIRED AND NO
COMMERCIAL SIGNAGE IS PROPOSED.
UNDERGROUND SERVICE ALERT
UTILITIES PROTECTION CENTER, INC.
811 Q
48 HOURS BEFORE YOU DIG
LEGAL DESCRIPTION
REFER TO TOPOGRAPHICAL SURVEY AND SITE PLAN FOR LEGAL
DESCRIPTION OF PARENT PARCEL AND LEASE AREA.
FLC034
OKEECHOBEE
1117 NW 9TH ST
OKEECHOBEE, FL 34972
SHEET INDEX
SHEET
NO.
DESCRIPTION
REV.
NO.
REVISION
DATE
T-1
TITLE SHEET
0
11/29/2021
1 OF 2
SURVEY SHEET
0
09/28/2021
2 OF 2
SURVEY SHEET
0
09/28/2021
GN-1
GENERAL NOTES
0
11/29/2021
GN-2
GENERAL NOTES
0
11/29/2021
GN-3
GENERAL NOTES
0
11/29/2021
GN-4
GENERAL NOTES
0
11/29/2021
GN-5
SITE SIGNAGE
0
11/29/2021
C-1
OVERALL SITE PLAN
0
11/29/2021
C-2
ENLARGED SITE PLAN
0
11/29/2021
C-3
GRADING & EROSION CONTROL PLAN
0
11/29/2021
C-3.1
SILT FENCE DETAILS
0
11/29/2021
C-3.2
GRADING DETAILS
0
11/29/2021
C-4
TOWER ELEVATION
0
11/29/2021
C-5
FENCE DETAILS
0
11/29/2021
E-1
ELECTRICAL PLAN
0
11/29/2021
E-2
METER & TELCO RACK
0
11/29/2021
E-3
ELECTRICAL TRENCH DETAILS
0
11/29/2021
G-1
COMPOUND GROUNDING PLAN
0
11/29/2021
G-2
GROUNDING DETAILS
0
11/29/2021
G-3
GROUNDING DETAILS
0
11/29/2021
G-4
GROUNDING NOTES
0
11/29/2021
I SCOPE OF WORK I
INSTALLATION OF AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING
OF A 150-0" MONOPOLE TOWER WITH 10' LIGHTNING ROD. THE TOWER
WILL BE PLACED INSIDE A FENCED COMPOUND, INSIDE A 2,500t SQ.FT.
LEASE AREA.
CITYSWIT CH
1900 CENTURY PLACE, SUITE 320
ATLANTA, GA 30345
0
INFRASTRUCTURE
Bpi SERVICES
ENGINEERING INNOVATION
FDH INFRASTRUCTURE SERVICES, LW
8521 MERIDIEN DRIVE RALEIGH, NC 27615
PHONE: 919-755-1012 FAX 919-755-1031
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
SUBMITTALS
V DATE DESCRIPTION I BY IM
ml: u.m�n,: e..� elelraln
,IFS lh. -
herei� Evnmea
^^ ,I ;ttua:[ Dp 05'00'
taAN1 .,.r
4 No 62750 ';
• w
Q: STATE
• OF •�11.
DENNIS D. ABEL, PE
FDH INFRASTRUCTURE SERVICES, LLC
COA 28282
FDH JOB NUMBER:
PR-006900
SITE ID:
FLC034
SITE NAME:
OKEECHOBEE
FA LOCATION:
ADDRESS.
1117 NW 9TH ST
OKEECHOBEE, FL 34972
SHEET TITLE:
TITLE SHEET
SHEET NUMBER:
T-1
11/29/21 1
0 50' 100 TOWER INFO 11
NOSIll
IATTIIO D 2T1 aW41.26 * WO;
LIXMATIAE: avafra.zar WEsr
SCALE: 1 = 50 (NM) 83)GROUND ELEVATION: 29S
p ARM uFM1 SEA LflEL (NAVD86)
I
—Pp— —pp— --p— —0P"�t—
SIGHT DISTANCE NW 9TH STREET 1074' TO INTERSECTION
PUBLIC RIGHT-OF-WAY VARIES
B00} 10]4'} SURFACE) NW 10TH AVENUE
1(ASPHALT
— J1�30"
— -
-do
CMP
� —
_29_ELEV.=27.83
POE ELEV. 2J.83T
CL OF DITCH
=
—
_ ze_q OF DITCH
W
_
Poc
CAPPED REH4R(FOl1NO)
\ GRASSED
I
IP e r
o
STAMPED(DEHAYES PSM 51]8)
N'.1060999.B96, EJ06535.7119
N\
I ¢peu
GRASSED
\
\
/
3 Im
\CIAw� el
Rp�
-
P
n\
50B$50'
TOWER COMPOUND AREA
IN
zoo
�
0.06
ACRES}
`\
¢00 r
10
9 8
]
poK of
0•
POB
30' WIDE ACCESS/� \
35,00'
r�
50,00'
UTILITY CORRIDOR \
m
N 89-52'B6' E
3.613.93 SO.FT.}
W
III
0.08 ACRES}
o
_
GRASSED °\
oC
FQa
CENTER
R ssED OF TOWER n
Na BUILDINGS
I m
S 8950006 W AREA
OF RI 45'SETBACK LINE
LAND OWNER/CLIENT
CSX
500 WATER STREET
JACKSONVILLE, FL 32202
PUT BOOK 1 PACE 25
BLOCK 11
6 5 4 3
PARENT TRACT
CSX TRANSPORTATION, INC.
BOOK 745 PAGE 850
PARCEL'. 3-15-37-35-0180-00110-0010
PER TAX CARD
GAPPED REDAR(FOUNO) GRASSED
TAMPED(DEHAYES PER 51]B)
o
9_
—ppW _
_
_
�'OF
DITCH
29- _
-J-�
—
o- _ ------
n—
SALRY RR, C/C CSX
CORP
EL: 1-13-38-36 OAOO-00002-0000
PER TAX CARD
-
�
FLORICA WESTERN & NORTHERN
SEABOARD RAILROAD
NORTH FOURTEENTH STREET
BOOK 745 PACE 850
SALRY RR
PARCEL 2-16-37-35-OA00-00005-0000
PER TAX CARD
*SITE
PROJECT NO.
21-5500
LORCA "ESTERS &
HERN SEN30ARO MILRMO
A
m
m o
NW SIR ST
—
� rvW nv sr
NOT TO SCALE
-ROII' ROW
GRID TO TRUE NORTH
W
U
CONVERGENCE
'
K
J
O'0A'15BX
o
ME NORTH TO MAGNETIC
GO
DOIn
¢ n
DECLINATION
SQ' W
O
— w
I,
= Wo
OWO ED SCALE FACTOR
Of
OAI 9 091
C) 5 -
d
~ 6g
BE
LEGEND
0 = 5/8- REPAIR SET
ED
� u
• = FOUND PROPERTY MARKER
W
D-
a
POR = POINT OF BEGINNING
w
POC =PoINT OF COMMENCEMENT
DO
CJ
POE = POINT OF ENDING
GO
2
10
• = CALCULATED POINT
(M) = MEASURED
= TOWER POLE
p
BE - POWER BOX
p
m = TELEPHONE PEDESTAL
= TEMPORARY BENCHMARK
a
PK WIL SET
2
—
ELEVATION - 30.93'
m
L9 c M
Pt1
�E
'B E
am
ENm
W c t N E
- RIGHT-OF-WAY
-s = OVERHEAD POWER
R
ROW HOW
fail m `B
ROOD NOTE
By M gown9 mty. ills
g
Ity 'X'
pvmperly opyeon to Ile in ZOM X'
1 IM1e Flonity I" Rale Mvp
No. sc,
CNnmumry Pon No. 1z09x
ff
wNCM1 OCQW m eHalk� dv[e of
July 16. 2015 aM IS NOT In v
DE
Ibod Mzard a
Zone XS Arta of mnimol flood
Zone!
OKEECHOBEE
FLCO34
NW 114, SEC. 16, T-37-S, R-35-E
ROW----ROW----ROW----R OKEECHOBEE COUNTY, FLORIDA
SURVEYOR'S NOTES
1. This is a Site Spook Purposes Survey. mode on the ground under the superrisim of a Florida Registered Land
Survey". Date of field survey is September 14, 2021.
2. The following surveying instruments were used at time of field vista Toperu GM-55 and Taiwan Kiper SR G.P.S. recwhow,
(R.LK. network capable).
3. Bearings am Daed on Florida East State Plane Coordinates NAD 83 by GPS observation.
4. No underground utilities, underground encroachments or building fourldatbm were measured or located as a part of
this survey. unless othervrise shown. Trees and shruEe not located, unless otherwise shown.
S. Benchmark used is a GPS Continuously Operating Reference Station, PID DE9138. Drone benchmmk is as shown
hereon. Elevations shown are k1 feel and refer to NAVD 88.
6. This survey was conducted for the purpose of a Site Specific Purpose Survey any, and is not Intended to delineote
the regulatory jurisdiction of any fedeN, slats, regbrW or local agency. board, commission or other similar entity.
7. Attention is directed to the foot Mat this survey may nave been reduced or enlarged in size due to reproduction. This
should be taken into consideration when obtaining scaled Mo.
B. This Survey was conducted without the benefit of an Abstract Title search.
9. Surveyor hereby stales tM Geo&Uc Coordinates and the Mevalion shown for the proposed centerline of the tower are
=urp to within +/- 20 feel horizontally and to within +/- 3 feel vertically (FAA Accuracy Cods IA).
10. Survey shown Moon conforms to the Minimum Reltuirements as set forth by the Stale Board for a Class 'A' Survey.
11. Fisk data upon Well this map or Plat is band The a cloaca proclaim of rot Now than one -foot in 15.000 feel
(1':15.OD0') and an angular error that does trot exceed 10 secarMs times the square root of the number of angles
Wind. Fled tmrene was not adjusted.
12, This survey is eft valid without the original signature and the original seal of a stale IKMsed surveyor.
13. This is a Site Spcifc Purpose Survey and does not include the entire parent parcel.
14. Zoning: (a wwyypplA And by client)
Zoning Juisdk : City
Zoning Lad Use: A - Active
1. �1l6-3T-3s o160-00110-0010
2. SALRY RR
PARCEL 2-16-37-M-OA00-00005-D000
PER TAX CARD
3. FT DRUM CORPORATION
PARCEL: 1-17-37-33-OA00-W W 1-OW
PER TAX CARD
4. ERWN LEVERN
PARCEL• 1-15-37-35-0010-00430-0120
PER TAX CARD
3.
NORTH FOURTEEN STREET m
2.
FLORIDA WESTERN & NORTHERN SEABOARD RAILROAD
F4_
PARENT TRACT (BOOK 745 PAGE 850)
A parcel of lad lying in Section 16, Township 37 South, Range 35 Ecel, Okeechobee County, Florida, and lying in and
containing a portion of that certain parcel of Land as recorded in Official Records Book 379, Page 1216 of the public
records of Okeechobee County, Florida, and being more particularly described as follows:
All of Block 11 and 12; all of N.W. llth Avenue (70 feet in width) lying between said Blocks 11 and 12; all of N.W.
12th Avenue (35 feet in width) lying West of and contiguous with said Block 11; all of North Fourteenth Street (Name
per Plat)(60 feet in width) lying South of and contiguous with the above described properly; all lying in the North West
Addition to Okeechobee, Fla. according to the Plat thereof as recorded in Plot Book 1, Page 25 of the Public Records
of Okeechobee County, Florida.
50X 50' TOWER COMPOUND AREA (AS -SURVEYED)
A portion of the CSX Transportation, Inc. tract described in Book 745, Page 850 as recorded in the Office of Clerk of
Circuit Court for Okeechobee County, Florida, lying in the Northwest 1/4, Section 16, Towdhip 37 Soule, Range 35
East, said Okeechobee County, Florida and being more particularly described as follows:
Commencing at a capped Tabor, stamped DENAYES PSM 5178, found marking the Northwest comer of said tract, having
Florida East State Plane cc ordinate o N:1060999.896, E:706535.719; thence run S 1433'S4' E for a distance of 119.78
feet to a set 5/8' rebor and the Paint of Beginning; thence run N 89'52'26' E for a distance of 50.00 feet to a
point; thence run S 0('07'34' E for a distance of 50.00 feet to a point; thence run S 89'52'26' W for a distance of
50.00 feet to a point; then run N OU07'3e W for a distance of 50.00 feet to the Point of Beginning. Said tower
compound area contains 2,500.00 square feet or 0.06 acres, more or lees.
30' WIDE ACCESS & UTILITY CORRIDOR (AS -SURVEYED)
A portion of the CSX Transportation, Inc. tract described in Book 745, Page 850 as recorded in the Office of Clerk of
Circuit Court for Okeechobee County, Florida. lying in the Northwest 1/4, Section 16, Township 37 South, Range 35
East, said Okeechobee County, Florida ad being more particularly described as follows:
Commencing at a capped rebor, stomped DEHAYES PSM 5178, found marking the Northwest comer of said tract, having
Florida East State Plane cX)odinalesl N:1060999.896, E:706535.719; thence run S 14'3354' E for a distance of 119.78
feet to a set 5/8' Tabor, then run N 89'52'26' E for a distonco of 25.00 feet to the Point of Beeg9inning; of an
Access do Utility Corridor being 30 feet in width and ying 15 feet each side of the following describe0 centerline;
thence run N 00'00'00' W for a distance of 56.21 feet to a point. the beginning of an am turning to the right having
a radius of 309.45 feet, having a chord bearing and distance of N 0556'55' E for a distance of 64.14 feet; thence
ran along said arc for 64.26 feet to a paint on the Southerly right-of-way of NW 9th Street, a variable pudic
right-of-way and the Point of Ending. Sold easement contains 3,613.93 square feet or 0.08 acres, more or less.
SURVEYOR'S CERTIFICATION
I certify that all rle of this survey and dinner, have been completed in ocamdonce with the current
(nbn in and Standards of Practice for Surveying 1n the State of Florida to thatbest of my knowledge,
PRELIMINARY UNTL FlNALIZED WITH SIGN47UM AND SEAL
Will H. Sommerville, III
Florida License No 0006141 OKEECHOBEE
FLCO34
NW 114, SEC. 16, T-37-S, R-35-E
OKEECHOBEE COUNTY, FLORIDA
PROJECT NO.
21-5500
am
GENERAL NOTES:
9. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY OWNER'S
ABBREVIATIONS
1. EVERY EFFORT HAS BEEN MADE IN THE CONSTRUCTION DOCUMENTS TO PROVIDE A
REPRESENTATIVE.
A/C
AIR CONDITIONING
LBS
POUNDS
COMPLETE SCOPE OF WORK. MINOR DISCREPANCIES IN THE DRAWINGS AND/OR
AFF
ABOVE FINISHED FLOOR
LTE
LONG TERM EVOLUTION
CITY
SPECIFICATIONS SHALL NOT EXCUSE CONTRACTORS FROM COMPLETING THE PROJECT AND
10. DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP THE APPROVED
5 W ITC H
IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.
CONSTRUCTION DRAWINGS AND SUBMITTING THE REDLINED SET TO OWNER'S
AGL
ABOVE GROUND LEVEL,
MAX
MAXIMUM
REPRESENTATIVE UPON COMPLETION. DOCUMENT ALL WORK PERFORMED WITH
ABOVE GRADE LEVEL
MLCH
MECHANICAL
2. BIDDING REQUIREMENTS
PHOTOGRAPHS TO BE SUBMITTED WITH REDLINED CONSTRUCTION DRAWINGS.
AWS
ADVANCED WIRELESS SERVICE
MTL
METAL
1900 CENTURY PLACE, SUITE 320
a. PRIOR TO THE SUBMISSION OF BIDS, VISIT THE JOB SITE TO BECOME FAMILIAR WITH
BBU
BATTERY BACKUP UNIT
MFR
MANUFACTURE
ATLANTA, GA 30345
ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. VISIT THE SITE WITH THE
11. PROVIDE SUPPORTS FOR CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE
BLDG
BUILDING
MOP
MANAGER
CONSTRUCTION DOCUMENTS TO VERIFY FIELD DIMENSIONS AND CONDITIONS TO
CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN.
ANTENNAS IN ACCORDANCE WITH ALL MANUFACTURER'S REQUIREMENTS.
BILK
BLOCKING
MIN
MINIMUM
b. PROVIDE NOTIFICATION TO OWNER'S REPRESENTATIVE IN WRITING OF ANY CONFLICTS,
CLG
CEILING
MISC
MISCELLANEOUS
ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF PRICE PROPOSAL. IN THE EVENT
12. A STRUCTURAL ANALYSIS AND A MOUNT ANALYSIS (IF REQUIRED) TO DETERMINE THE
CLR
CLEAR
NA
NOT APPLICABLE
OF DISCREPANCIES, PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS
STRUCTURAL CAPACITY TO SUPPORT THIS PROPOSED EQUIPMENT WAS PERFORMED
CONC
CONCRETE
NIC
NOT IN CONTRACT
DIRECTED OTHERWISE.
OUTSIDE THE SCOPE OF THIS PROJECT.
CONT
CONTINUOUS
NO
NUMBER
c. WHEN TOWER IS OWNED BY A THIRD PARTY, CONTACT TOWER OWNER
D
DEPTH
NTS
NOT TO SCALE
REPRESENTATIVE FOR PARTICIPATION IN BID WALK.
13. CONFIRM THAT THE REQUIREMENTS OF THE STRUCTURAL ANALYSIS, MOUNT ANALYSIS AND
DBL
DOUBLE
OC
ON CENTER
d. WHERE ANCHORING TO A CONCRETE ROOF SLAB, CONFIRM (PRIOR TO SUBMITTING
ANY ASSOCIATED MODIFICATIONS HAVE BEEN FOLLOWED AND COMPLETED AS REQUIRED TO
DEG
DEGREE
OD
OUTSIDE DIAMETER
�; INFRASTRUCTURE
BID) THE PRESENCE OF POST TENSION TENDONS. INCLUDE PROVISIONS FOR X—RAY
SUPPORT THE EQUIPMENT ASSOCIATED WITH THIS PROJECT.
0, DIA
DIAMETER
PCs
PERSONAL COMMUNICATION
SERVI CES
PROCEDURES TO LOCATE THE TENDONS PRIOR TO CONSTRUCTION.
ENGINEERING INNOVATION
DIAG
DIAGONAL
SERVICE
SPECIAL INSPECTIONS:
FDH INFRASTRUCTURE SERVICES, LW
DN
DOWN
PDU
POWER DISTRIBUTION UNIT
6521 MERIDIEN DRIVE RALEIGH, NC 27616
3. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE.
1. WHEN REQUIRED, PROVIDE SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT
DEL
DETAIL
PROD
PROJECT
PHONE: 919-755-1012 FAX 919-755-1031
CONSTRUCTION DOCUMENTS ARE INTENDED FOR DIAGRAMMATIC PURPOSES ONLY, UNO.
NSPECTOR, APPROVED BY OWNER'S REPRESENTATIVE AND THE LOCAL JURISDICTION.
THECUMENATIONCOPRIETADINTHIATURE.
DWG
DRAWING
PROP
PROPERTY
DOCUMENTS IS PROPRIETARY BY NATURE.
E
EXISTING
PT
PRESSURE TREATED
REPRODUCTION OR CAUSING TO BE REPRODUCED
4. FURNISH ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS NECESSARY TO
2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER'S
EA
EACH
PVC
POLYVINYL CHLORIDE
THE E DRAWINGS
OF FDH LE OR ANY PART OF SS PROHIBITED.
WITHOUT OTHE PERMISSION
COMPLETE PROJECT AS DESCRIBED IN THE CONSTRUCTION DOCUMENTS.
REPRESENTATIVE, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL.
SUBMITTALS
ELEV, EL ELEVATION REQ REQUIRED
5. SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONSTRUCTION DOCUMENTS.
ELEC
ELECTRICAL
RE
RADIO FREQUENCY
REV
DATE
DESCRIPTION 11
BY IICHKD
PROVIDE ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
EQ
EQUAL
RM
ROOM
0
11/29/2021
CONSTRUCTION
Mrs
JRB
PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
EQUIP
EQUIPMENT
RO
ROUGH OPENING
EXT
EXTERIOR
RRH
REMOTE RADIO HEAD
6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT
FIE
FIBER INTERFACE FRAME,
SHT
SHEET
ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GIVE ALL
FACILITY INTERFACE FRAME
SIM
SIMILAR
NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL
ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,
FIN
FINISH
SPEC
SPECIFICATION
AND LOCAL AND STATE JURISDICTIONAL CODES APPLICABLE TO THE WORK.
FLUOR
FLUORESCENT
SF
SQUARE FOOT
FLR FLOOR SS STAINLESS STEEL
7. CONSTRUCTION COORDINATION REQUIREMENTS
FT
FOOT, FEET
STL
STEEL
.r���l...
'CJ ❑ANI,e l�
`
a. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO START OF
GA
GAUGE
SUSP
SUSPENDED
�t� •••••...
�'%%'%V C jV�•.• Sri
���so
WORK.
GALV
GALVANIZED
TMA
TOWER MOUNTED AMPLIFIER
'�Q_{j; i. E:
b. OBTAIN ALL PERMITS. SCHEDULE AND COORDINATE ALL INSPECTIONS.
GC
GENERAL CONTRACTOR
TND
TINNED
No 52750 r
c. PROVIDE, AT THE PROJECT SITE, A FULL, CURRENT SET OF CONSTRUCTION
GRND
GROUND
TYP
TYPICAL
#
DOCUMENTS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT.
GSM
GLOBAL SYSTEM MOBILE
UMTS
UNIVERSAL MOBILE
w *
d. RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO
GYP
GYPSUM BOARD
TELECOMMUNICATION SERVICE
'.Q• •
•
w
STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION
HORZ
HORIZONTAL
UNO
UNLESS NOTED OTHERWISE
33 :• STAT OF •4Ll
DOCUMENTS.
e. PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL
HR
HOUR
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INCH, INCHES
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WIRELESS COMMUNICATION
g. IF FAA LIGHTING AND MARKING IS PRESENT ON SITE AND IS POWERED BY
INSUL
INSULATION
SERVICE
ELECTRICAL SERVICE THAT IS TO BE INTERRUPTED, MAINTAIN THE NECESSARY LIGHTS
INT
INTERIOR
WP
WATER PROOF
11/29/21
CONSTRUCTION AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A
L
LENGTH
DENNIDURING , PE
DISRUPTION.
FDF1 IN RASTRD.
FDH INFRASTRUCTURE SERVICES, LLC
COA 28282
h. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2—A
STATE LICENSE NO.62750
OR 2—A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA
Dennis D. Abel, PE
DURING CONSTRUCTION.
Florida License No. 62750
FDH JOB NUMBER:
I. STRUCTURAL COMPONENTS OF ADJACENT FACILITIES SHALL NOT BE ALTERED BY THIS
This item has been digitally
signed and sealed by Dennis D.
PR-006900
CONSTRUCTION PROJECT, UNO. ENSURE THAT EXCAVATION DOES NOT AFFECT
Abel, PE, on the date indicated
ADJACENT STRUCTURES.
herein. Printed copies of this
SITE ID:
j. SEAL ALL PENETRATIONS THROUGH FIRE —RATED AREAS WITH U.L. LISTED OR FIRE
document are not considered
FLC034
MARS HALL —AP PROVED MATERIALS, IF APPLICABLE.
signed and sealed and the
k. BURIED UTILITIES MAY EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT
signature must be verified on
SITE NAME:
BE COMPLETE. CONTACT THE UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS
any electronic copies.
PRIOR TO CONSTRUCTION.
OKEECHOBEE
I. COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED. REPORT
Digitally signed
POWER INSTALLATION COORDINATION SOLUTION(S) TO OWNER'S REPRESENTATIVE.
FA LOCATION:
m.PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING
by Dennis Abel
-
CONSTRUCTION. UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT MAY HAVE
OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
Date:
ADDRESS.
n. KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND
1117 NW 9TH ST
DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. REMOVE EQUIPMENT NOT SPECIFIED
2021 ' 1130
OKEECHOBEE, FL 34972
AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN
CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE.
p
00:04:55-05'00'
SHEETTITLE:
o. MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOPE AND CONSTRUCT BARRIERS IN
THE AREA OF WORK TO PREVENT DAMAGE FROM WEATHER AS WELL AS FROM
I
CONSTRUCTION DUST AND DEBRIS.
GENERAL NOTES
8. INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S SPECIFICATIONS,
UNO, OR WHERE LOCAL CODES OR ORDINANCES DIRECT OTHERWISE.
SHEET NUMBER:
GN-1
SITE NOTES:
1. CLEAR AND GRUB SITE OF ALL VEGETATION, PAVING, GRAVEL BASE AND OTHER DEBRIS
NOT TO REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE INSTALLATION.
2. PROVIDE ELEVATION OF SUBGRADE WITHIN 0.10 FOOT OF ELEVATIONS SHOWN ON PLAN
MINUS DEPTH OF TOPSOIL, FILL, AND MULCH.
3. ROUGH GRADE ALL AREAS WITHIN 1 FOOT OF ELEVATIONS INDICATED BEFORE PLANTING.
PROVIDE POSITIVE DRAINAGE AWAY FROM EQUIPMENT SLABS, BUILDINGS AND THROUGH
ALL PLANTER AREAS TO AVOID LOW SPOTS AND STANDING WATER.
4. REWORK (DRY, SCARIFY, ETC.) ALL MATERIAL NOT SUITABLE FOR SUB GRADE IN ITS
PRESENT STATE. AFTER REWORKING, IF THE MATERIAL REMAINS UNSUITABLE, UNDERCUT
AND REPLACE WITH SUITABLE MATERIAL AT CONTRACTOR'S EXPENSE. ALL SUB GRADES
AND AGGREAGATE BASE COURSES SHALL BE PROOF ROLLED WITH A FULLY LOADED
TANDEM DUMP TRUCK, AND ANY SOFT SPOTS SHALL BE REWORKED OR REPLACED UNTIL
PASSING PROOF ROLL.
5. BLEND NEW GRADES NATURALLY INTO EXISTING GRADES.
6. MAINTAIN POSITIVE DRAINAGE ON THE SITE AT ALL TIMES, INCLUDING KEEPING ALL
EXISTING AND NEW DITCHES, PIPES AND OTHER DRAINAGE STRUCTURES FREE FROM
OBSTRUCTION. ANY DAMAGE RESULTING FROM FAILURE TO COMPLY SHALL BE REMEDIED
BY CONTRACTOR
7. IF REQUIRED, MAINTAIN CONTINUOUS EROSION CONTROL ON THE DOWNSTREAM SIDE OF
THE SITE.
8. IN LANDSCAPE AREAS, FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE DETAILS
INDICATED AND BE MOUNDED 6 INCHES IN THE CENTER OF THE BED ABOVE THE EDGE
OF THE LANDSCAPE AREA.
9. DO NOT PLACE FILL OR EMBANKMENT MATERIAL ON FROZEN GROUND. DO NOT PLACE
FROZEN MATERIALS, SNOW OR ICE IN ANY FILL OR EMBANKMENT.
10. NOTIFY OWNER'S REPRESENTATIVE IF MODIFICATIONS TO THE PROPOSED GRADING SEEM
NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK.
11. FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL, OR ON ENGINEERED FILL
(COMPACTED TO 95% ASTM D698). ENSURE THAT EXCAVATIONS ARE FREE OF ORGANIC
MATERIAL, DEBRIS, OR OTHER FOREIGN MATERIAL. NOTIFY OWNER'S REPRESENTATIVE IF
ANY UNUSUAL CONDITIONS ARE ENCOUNTERED.
12. FILL AND SLAB BASE MATERIAL SHALL BE 3/4" MINUS CRUSHED ROCK PLACED IN 8"
(MAXIMUM) LOOSE LIFTS AND COMPACTED TO 98% ASTM D698.
CONCRETE NOTES:
1. CONCRETE AND REINFORCING SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
CONCRETE CONSTRUCTION ACI 318
CEMENT ASTM C150, PORTLAND CEMENT TYPE II, UNO
REINFORCING STEEL ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60,
fy=60 Ksi, UNO
WELDED WIRE FABRIC ASTM A185
SPIRAL REINFORCEMENT ASTM A615, GRADE 60, fy=60 KSI
ANCHOR BOLTS ASTM A307
GRADE 60 REBAR WELDING ASTM A706
NOTES: ANY BARS SO NOTED ON THE DRAWINGS SHALL BE GRADE 60, fy=60 KSI.
REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL
PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED
IN A.W.S. D14 ARE SUBMITTED.
2. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3"
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (>_ #6 BARS) 2"
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (S #5 BARS) 1-1/2"
SLABS AND WALLS (INTERIOR FACE) 3/4"
3. AIR ENTRAIN ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER WITH AN
AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. AIR
ENTRAIN CONCRETE EXPOSED TO FREEZING AND THAWING WHILE MOIST IN ACCORDANCE
WITH ACI 318, SECTION 4.4.1.
4. DETAIL REINFORCING STEEL (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI
315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR
A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING
INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF
2'-0". LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND
ENDS.
5. PERFORM WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) USING LOW
HYDROGEN ELECTRODES. PERFORM WELDING OF GRADE 40 REINFORCING BARS (IF
REQUIRED) USING E70 XX ELECTRODES. DO NOT WELD WITHIN 4" OF COLD BENDS IN
REINFORCING STEEL.
6. DO NOT FIELD BEND REINFORCING PARTIALLY EMBEDDED IN CONCRETE UNLESS
SPECIFICALLY SO DETAILED OR APPROVED BY THE ENGINEER.
7. SUPPORT BARS ON CHAIRS OR DOBIE BRICKS.
8. FURNISH NON -SHRINK GROUT BY AN APPROVED MANUFACTURER. MIX AND PLACE IN
STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT
STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3 KSI,
MINIMUM).
9. ALL EXPANSION ANCHORS TO BE HILTI BRAND, UNO. TEST ADHESIVE ANCHORS TO
CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER AND LOCAL JURISDICTION.
STRUCTURAL STEEL NOTES:
1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
WIDE FLANGE SHAPES ASTM A992, GRADE 50
SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI
SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI
PIPE COLUMNS ASTM A53, Fy 35 KSI
STRUCTURAL TUBING ASTM A500, Fy 46KSI
ANCHOR BOLTS ASTM A307
CONNECTION BOLTS ASTM A325 TWIST -OFF
2. BASE STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD
WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION
ANCHORS) ON THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION
OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION.
3. HOT DIP GALVANIZE AFTER FABRICATION PER A123/A123M-00 ALL STEEL EXPOSED TO
WEATHER AND WHERE NOTED.
4. CONFORM TO ALL AISC AND AWS STANDARDS FOR WELDING. PERFORM WELDING BY
ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 XX ELECTRODES. USE ONLY
PRE -QUALIFIED WELDS AS DEFINED BY AWS.
5. PROVIDE COLD -FORMED STEEL FRAMING MEMBERS OF THE SHAPE, SIZE, AND GAGE
SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL
COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE AISI "SPECIFICATION FOR THE
DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS."
6. FOR BOLTED CONNECTIONS, USE 3/4" DIA., BEARING -TYPE, A325 BOLTS WITH A MINIMUM
OF TWO BOLTS, UNO.
7. FOR NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING, USE 5/8" DIA. A307 BOLTS,
UNO.
8. PREPARE AND PAINT IN ACCORDANCE WITH THE PAINT MANUFACTURERS WRITTEN
INSTRUCTIONS, UNO.
9. TOUCH UP ALL FIELD DRILLING, WELDING AND CUT SURFACES WITH 2 COATS OF
GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL.
SITE SPECIFIC SOIL MANAGEMENT PLAN:
1. SOIL MATERIALS EXCAVATED BY THE CONTRACTOR FROM WITHIN RAIL RIGHT-OF-WAY
(ROW) SHALL BE RE -USED AS BACKFILL AT THE POINT OF ORIGIN OR SHALL BE
RE -DISTRIBUTED ON THE ROW IN THE NEAR VICINITY OF THE POINT OF ORIGIN.
CITYSWIT CH
1900 CENTURY PLACE, SUITE 320
ATLANTA, GA 30345
O
INFRASTRUCTURE
SERVICES
ENGINEERING INNOVATION
FDH INFRASTRUCTIRE SERVICES, LW
8521 MERIDIEN DRIVE RALEIGH, NC 27615
PHONE: 919-755-1012 FAX 919-755-1031
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
SUBMITTALS
REV I DATE DESCRIPTION I BY lCHKD
Dennis D. Abel, PE
Florida License No. 62750
This item has been digitally
`,�1e �+j,�.
+' ww o.fr i
�.
❑n'Y�e.� •/,�I
signed and sealed by Dennis D.
Abel, PE, on the date indicated
herein. Printed copies of this••7�0.0
1t��'S
`% •�•�ii NSn A
document are not considered
signed and sealed and the
�No 62750 ■ r r
r
signature must be verified on
any electronic copies.
w �
Digitally signed
• w
Q:� STATE OF
by Dennis Abel
'•�'t`'•'c� A•= �'.'
•,�s•Z0Atio... 42�.
D021.11.30
`��'�%16MA611EN '►
08:05:09-05'00'
11/29/21
DENNIS D. ABEL, PE
FDH INFRASTRUCTURE SERVICES, LLC
COA 28282
FDH JOB NUMBER:
PR-006900
SITE ID:
FLC034
SITE NAME:
OKEECHOBEE
FA LOCATION:
ADDRESS.
1117 NW 9TH ST
OKEECHOBEE, FL 34972
SHEET TITLE:
GENERAL NOTES
SHEET NUMBER:
GN-2
ELECTRICAL NOTES:
GENERAL
GENERAL CONDITIONS:
A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID. ANY
QUESTIONS ARISING DURING THE BID PERIOD IN REGARD TO THE CONTRACTORS FUNCTIONS, THE
SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE ISSUED TO
CONSTRUCTION MANAGER IN WRITING FOR CLARIFICATION PRIOR TO SUBMITTAL OF BID AND CONTRACT
AWARD.
B. THE CONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES
REQUIRED FOR THE CONSTRUCTION OF WORK UNDER THIS SECTION.
C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED UNDER
THIS SECTION. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. DRAWINGS SHALL NOT BE
SCALED TO DETERMINE DIMENSIONS.
LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES:
A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL
ELECTRICAL CODE (NEC), AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES
AND CODES. CONDUIT BENDS SHALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN
COMPLIANCE WITH THE LATEST EDITIONS OF NEC.
REFERENCES:
A. THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE
THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE. THIS SPECIFICATION IS ISSUED FOR
CONSTRUCTION UNLESS OTHERWISE NOTED. EXCEPT AS MODIFIED BY THE REQUIREMENT SPECIFIED
HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM
TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS.
1. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE)
2. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS)
3. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION)
4. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION)
5. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION)
6. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION)
7. UL (UNDERWRITERS LABORATORIES. INC.)
8. AT&T GROUNDING AND BONDING STANDARDS, LATEST EDITION, AND COMPLY WITH AT&T GROUNDING
CHECKLIST, LATEST VERSION
SCOPE OF WORK:
A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED
SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE OPERATIONAL.
B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND
ALIGNED BY THE CONTRACTOR.
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING OF TRENCHES, BACKFILLING,
AND REMOVAL OF EXCESS DIRT.
D. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS —BUILT DRAWINGS, DOCUMENT ALL WIRING
EQUIPMENT CONDITIONS, AND CHANGES WHILE COMPLETING THIS CONTRACT, THE AS —BUILT DRAWINGS
SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT.
PRODUCTS
GENERAL:
A. ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED, NEW, AND FREE FROM DEFECTS.
B. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING
JURISDICTION AS SUITABLE FOR THE USE INTENDED.
C. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL
CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE.
D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING EQUAL TO OR GREATER
THAN THE SHORT CIRCUIT CURRENT AVAILABLE, 10,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT
CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT.
MATERIALS AND EQUIPMENT:
A. CONDUIT:
1. RIGID METAL CONDUIT (RMC) SHALL BE HOT —DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING
ENDS AND THREADS AND ENAMELED OR LACQUERED INSIDE IN ADDITION TO GALVANIZING.
2. LIQUID TIGHT FLEXIBLE METAL CONDUIT (LFMC) SHALL BE UL LISTED.
3. CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS
SHALL BE COMPRESSION AND CONCRETE TIGHT TYPE.
4. NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC UNLESS SCHEDULE 80 PVC IS
SPECIFIED. INSTALL USING SOLVENT —CEMENT —TYPE JOINTS AS RECOMMENDED BY THE
MANUFACTURER.
CITYSWIT CH
B. CONDUCTORS AND CABLE:
1. CONDUCTORS AND CABLE SHALL BE FLAME—RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC,
1900 CENTURY PLACE, SUITE 320
SINGLE CONDUCTOR, COPPER, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, #12 AWG SHALL BE THE
ATLANTA, GA 30345
MINIMUM SIZE CONDUCTOR USED.
2.#10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND #8 AWG AND LARGER CONDUCTORS
a
SHALL BE STRANDED.
3.SOLDERLESS, COMPRESSION —TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED
CONDUCTORS.
4. STRAIN —RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL BE
SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATIONS.
INFRASTRUCTURE
�'
5. ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, J—BOXES,
SERVICES
EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, BRADY,
OR APPROVED EQUAL).
ENGINEERING INNOVATION
FDH INFRASTRUCTIRE SERVICES, LWQ.
SWITCHES:
DISCONNECT SWITCHES.
PHO-NEE91&]55D1012 FAX 911975510131
1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD —FRONT, QUICK —MAKE, QUICK —BREAK, EXTERNALLY
THE INFORMATION CONTAINED IN THIS SET OF
OPERABLE, HANDLE LOCKABLE AND INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED, UL
DOCUMENTS IS CAUSIPROPNG ETARY
REPRODUCED
REPRODUCTION OR CAUSING TO BE REPRODUCED
LABELED FURNISHED IN NEMA 3R ENCLOSURE, SQUARE—D OR ENGINEER APPROVED EQUAL.
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
D. SYSTEM GROUNDING
SUBMITTALS
1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG BARE,
REV
DATE
DESCRIPTION 11
BY IICHKD
SOLID, TINNED, COPPER. ABOVE GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE NOTED.
0
11/29/2021
CONSTRUCTION
Mrs
JRB
2. GROUNDING BUSES SHALL BE BARE, TINNED ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION.
STANDARD BUS BARS MGB, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THEY SHALL NOT BE
FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE IDENTIFIED WITH MINIMUM 3/4"
LETTERS BY WAY OF STENCILING OR DESIGNATION PLATE.
3. CONNECTORS SHALL BE HIGH —CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING CONNECTORS
FOR THE MATERIALS USED. USE TWO —HOLE COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANICAL
��ttftil111f11�!
CONNECTIONS. INTERIOR CONNECTIONS USE TWO —HOLE COMPRESSION LUGS WITH INSPECTION WINDOW AND Dennis D. Abel, PE
CLEAR HEAT SHRINK.
Florida License No.62750
item has been digitally
+;� BAN
This
%
1
4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC
signed and sealed to Dennis d
Abel, PE, on the date indicated
. . �; r E IV
�~ L/ !�'� 0.
TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED.
herein. Printed copies of this
4• ,
Q
5. GROUND RODS SHALL BE COPPER —CLAD STEEL WITH HIGH —STRENGTH STEEL CORE AND ELECTROLYTIC —GRADE
document are not considered
signed and sealed and the
nature must be verified on
signature
• r
No 52750 �� r
#�
COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, 5/8"x10'-0". ALL GROUNDING RODS SHALL BE
any electronic copies.
♦ �
=
INSTALLED WITH INSPECTION SLEEVES.
w
r
6.INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T
Digitally signed
I:-p STATE OF 40
SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED TO ALL METALLIC
b Dennis Abel
y
��+%A `:A"
JUNCTION BOXES, PULLBOXES, DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT.
Date:
it-
�rj��s . C Q ❑
E. OTHER MATERIALS:
2021.11.30
A I
1. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH ARE
08:05:29-05'00'
i`���iALEN����
li�1�1!l�11�����
REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK.
2. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC.
11/29/21
DENNIS D. ABEL, PE
F. PANELS AND LOAD CENTERS:
FDH INFRASTRUCTURE SERVICES, LLC
COA 28282
STATE LICENSE NO. 62750
1. ALL PANEL LABELS AND SCHEDULES SHALL BE TYPEWRITTEN.
FDH JOB NUMBER:
EXECUTION:
PR-006900
GENERAL:
SITE ID:
A. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
FLC034
RECOMMENDATIONS.
B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER, AND AGAINST CHEMICAL OR
SITE NAME:
MECHANICAL INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS.
OKEECHOBEE
LABOR AND WORKMANSHIP:
FA LOCATION:
A. ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM
SHALL BE INSTALLED BY EXPERIENCED WIREMEN. IN A NEAT AND WORKMAN —LIKE MANNER.
B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED AND TESTED BY THE CONTRACTOR AS REQUIRED TO
ADDRESS.
PRODUCE THE INTENDED PERFORMANCE.
1117 NW 9TH ST
C. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE
OKEECHOBEE, FL 34972
ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR
OPERATION.
SHEET TITLE:
GENERALNOTES
SHEET NUMBER:
GN-3
ELECTRICAL NOTES (CONTINUED)
COORDINATION:
A. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE
OWNER -FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN
THE TOTAL WORK.
INSTALLATION:
A. CONDUIT:
1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT
OR TUBING OF LESS THAN 3/4 INCH TRADE SIZE.
2. PROVIDE RIGID PVC SCHEDULE 80 CONDUITS FOR ALL RISERS, OR WHERE RIGID
OTHERWISE NOTED.
3. INSTALL SCHEDULE 40 PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS,
PARKING LOTS, STREETS, AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18"
IN ALL OTHER NON -TRAFFIC APPLICATIONS (REFER TO 2017 NEC, TABLE 300.5).
4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT
WITH MOVEMENT, VIBRATION, OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT,
FLEXIBLE METAL CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE
STEEL CONDUIT AT ALL POINTS OF CONNECTION TO EQUIPMENT MOUNTED ON SUPPORT
TO ALLOW FOR EXPANSION AND CONTRACTION.
5. A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN
THE EQUIVALENT OF THREE 90 DEGREE BENDS MAX. CONDUIT BEND SHALL BE MADE
WITH THE UL LISTED BENDER OR FACTORY 90 DEGREE ELBOWS MAY BE USED.
6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL
AND REAMED TO PROVIDE A SMOOTH INSIDE SURFACE.
7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS.
8. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION.
TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO
PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE
ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED.
9. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL
THROUGH THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT
SHALL BE FREE OF DIRT AND DEBRIS.
10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT
EACH END.
11.INSTALL 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND
CONDUITS AND CONDUCTORS.
12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION
OF TRAPPED CONDENSATION.
13. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS
AND CABLES TO BE ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL
MEMBERS AND/OR SLEEVES. PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE
EFFECTIVELY SEALED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE
RATING OF THE WALL OR STRUCTURE. FIRE STOPS AT FLOOR PENETRATIONS SHALL
PREVENT PASSAGE OF WATER, SMOKE, FIRE, AND FUMES. ALL MATERIAL SHALL BE UL
APPROVED FOR THE PURPOSE.
B. CONDUCTORS AND CABLE:
1. SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE
RACEWAY CONDUITS APPROVED FOR THIS PURPOSE.
2. PULLING LUBRICANTS SHALL BE UL APPROVED. CONTRACTOR SHALL USE NYLON OR
HEMP ROPE FOR PULLING CONDUCTOR OR CABLES INTO THE CONDUIT.
3. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF SUFFICIENT
LENGTH IN ALL BOXES AND EQUIPMENT TO PERMIT MAKING A NEAT ARRANGEMENT.
CABLES SHALL BE SECURED IN A MANNER TO AVOID TENSION ON CONDUCTORS OR
TERMINALS. CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY AND
MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS IS PROHIBITED. DAMAGED CABLES
SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.
C. DISCONNECT SWITCHES:
1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND
GROUNDING SYSTEM AS INDICATED.
D. GROUNDING:
1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL
BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING
MANUFACTURER, AT&T GROUNDING AND BONDING STANDARDS, LATEST EDITION, AND
COMPLY WITH AT&T GROUNDING CHECKLIST, LATEST VERSION, AND THE NATIONAL
ELECTRICAL CODE.
2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF
MATERIALS, INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL
ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION.
CITYSWIT CH
3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH 1900 CENTURY PLACE, SUITE 320
GRADUAL BEND AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY ATLANTA, GA 30345
BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND
STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES.
4. BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN
GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL
ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWER, AND WATER TOWERS
GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT ..
BE SMALLER THAN 2/0 AWG COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE
EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND
BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). SEE STANDARD p
6.3.2.2. INFRASTRUCTURE
SERVICES
5. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE
WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. ENGINEERING INNOVATION
WHERE MANUFACTURERS TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO FCHINFRASTRUCTIRESERVICES,LL
COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND PHONE Ea-756-1012 FAX 1911975510131
EFFECTIVE GROUNDING.
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
6. CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE -IN -POINTS TO THE EXISTING REPRODUCTION OR CAUSING TO BE REPRODUCED
GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE THE WHOLE OR ANY PART OF THESE DRAWINGS
EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
INSTRUCTIONS. SUBMITTALS
7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED REVDATE DESCRIPTION 11 BY IICHKD
CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING 0 11/29/2021 CONSTRUCTION Mrs JRB
PERMANENTLY CONCEALED.
8. APPLY CORROSION -RESISTANT FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY
APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED. USE KOPR-SHIELD ANTI -OXIDATION
COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS.
9. A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN
ALL FEEDER AND BRANCH CIRCUITS.
Dennis D. Abel, PE�+.lri�►l►
10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE #6 AWG GROUNDING CONDUCTOR TO A Florida License No.62750 t��A �A'Y �E ►►r,
GROUND BUS. This item has been digitally +1 \1 .....*.. �r
signed and sealed by Dennis D. .� ;1 .••�C ka*'-- • .f� 10
11. DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 30" Abel, PE, on the date indicated �► W •
MINIMUM BELOW GRADE, OR 6" BELOW THE FROST LINE, USE THE GREATER OF THE TWO herein. Printed copies ofthis z Q.� ` ���
DISTANCES. document are not considered No 52750
signed and sealed and the
signature must be verified on w '�
12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN any electronic copies. • �'
SCHEDULE 40 PVC CONDUIT. • : ¢ .�
13. DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 30" DEPTH OR 6" BELOW FROST Digitally signed 0 .+.
STATE OF kl�
LINE, USING THE GREATER OF THE TWO DISTANCES.� .•� • ��
by Dennis Abel ++iA -.� pA
14. CONTRACTOR
DAMAGED DURNGSHALL
REPAIR,
AND/OR N AT TREPLACE, ONTRACTORSEXISTING
EGROUNDING SYSTEM COMPONENTS Date: �isSE. lotlA�
2021.11.30
ACCEPTANCE TESTING:
08:05:46-05'00' 11/29/21
A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT DENNIS D. ABEL, PE
WRITTEN TEST REPORTS UPON COMPLETION. FDH INFRASTRUCTURE SERVICES, LLC
COA 28282
B. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED REQUIREMENTS, STATE LICENSE NO.62750
THE NON -COMPLYING ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED WITH ITEMS FDH JOB NUMBER:
COMPLYING WITH THE SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE FOR
NON-COMPLIANCE. PR-006900
C. TEST PROCEDURES:
SITE ID:
1. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO FLC034
DEVICES. THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING
SHALL BE FOR ONE MINUTE USING 1000V DC. PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST SITE NAME:
RESULTS.
OKEECHOBEE
2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER
POLARITY CONNECTIONS.
FA LOCATION:
3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND -
NEUTRALS, SUBMIT A REPORT OF MAXIMUM AND MINIMUM VOLTAGES.
4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING SYSTEM USING ADDRESS.
THE IEEE STANDARD 3-POINT "FALL -OF -POTENTIAL" METHOD. PROVIDE PLOTTED TEST VALUES AND 1117 NW 9TH ST
LOCATION SKETCH. NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS. OKEECHOBEE, FL 34972
SHEET TITLE:
GENERAL NOTES
SHEET NUMBER:
GN-4
CIT 5W CH
1900 CENTURY PLACE, SUITE 320
ATLANTA, GA 30345
WHITE TEXT
BLACK TEXT
�
BLUE
�
YELLOW
BACKGROUND
BACKGROUND
0
NOTICE
i AUT10N
WH TE TEXT
INFORMATION I
GREEN
BACKGROUND
BLUE
BACKGROUND
WHITE
BACKGROUND
A
YELLOW
BACKGROUND
WHITE
BACKGROUND
O
�; INFRASTRUCTURE
SERVICES
ENGINEERING INNOVATION
BLACK TEXT
FDH INFRASTRUCTIRE SERVICES, LLC
5521 MERIDIEN DRIVE RALEIGH, NC 27518
1 %
12
P HONE: 919-]55-1012 FAX 919-]55-103'I
Federal Communications Commission
Tower Registration Number ,
BLACK TEXT
Beyond This Poin
BLACK TEXT
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
1 2 3 4 5 6
WHITE
BACKGROUND
You are entering a RADIO FREQUENCY
(RF EMMISIONS CONTROLLED AREA.
On this tower:
radio frequency fields near some
antennas may exceed FCC rules for
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
SUBMITTALS
RF EMMISIONS exceed FCC
Uncontrolled General Population
human exposure.
Personnel climbing this tower should
REV
DATE
DESCRIPTION
I BY IM
Posted in accordance with Federal Communications
exposure limits.
be trained for working in radio
0
11/29/2021
CONSTRUCTION
MTS JF
Commissions rules on antenna tower registration
0 47CFR17.4(g).
Follow all FCC/OSHA guidelines for working
in RE environments. o
frequency environments and use a
ersonal RF monitor.
1 2"
WHITE/GREEN BACKGROUND, WHITE/BLACK LETTERING
MOUNTING LOCATION: GATE & BASE OF TOWER
QUANTITY: 2
1 FCC REGISTRATION SIGN
SCALE: N.T.S.
BLACK TEXT
0�
WARN ING0.
RED
BACKGROUND
RED
BACKGROUND
WHITE
BACKGROUND
1 2" 11 M111111' '111111M ' II /— BLACK TEXT
Beyond this point:
radio grequency fields at this site
exceed the FCC rules for human
exposure.
Failure to obey all posted signs and site
guidelines for working in radio frequency
environments could result in serious injury.
8„
WHITE/RED BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: GATE & BASE OF TOWER
QUANTITY: 2
4 RF EXPOSURE WARNING SIGN
SCALE: N.T.S.
WHITE/BLUE BACKGROUND, BLACK/WHITE LETTERING
MOUNTING LOCATION: GATE & BASE OF TOWER
QUANTITY: 2
2 RF EXPOSURE NOTICE SIGN
SCALE: N.T.S.
WHITE/YELLOW BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: BASE OF TOWER
QUANTITY: 1
3 RF EXPOSURE CAUTION SIGN
SCALE: N.T.S.
SIGNAGE NOTES:
1. SIGNS SHALL BE FABRICATED FROM CORROSION
RESISTANT PRESSED METAL AND PAINTED WITH
LONG LASTING UV RESISTANT COATING.
2. SIGNS(EXCEPT WHERE NOTED OTHERWISE) SHALL
BE MOUNTED TO THE TOWER, GATE AND FENCE
USING A MINIMUM OF 9 GAUGE ALUMINUM WIRE,
HOG RINGS (FENCE) OR BRACKETS, WHERE
NECESSARY. BRACKETS SHALL BE OF SIMILAR
METAL AS THE STRUCTURE TO AVOID GALVANIC
CORROSION
3. ADDITIONAL E911 ADDRESS AND FCC
REGISTRATION SIGNS SHALL BE MOUNTED AT EACH
ACCESS ROAD GATE LEADING TO THE COMPOUND
AS WELL AS ON THE COMPOUND GATE ITSELF.
4. SIGNS NEED NOT BE PLACED IF ACCURATE AND
APPROPRIATE SIGNAGE ALREADY EXISTS.
Dennis D. Abel, PE
Florida License No. 62750
This item has been digitally
1e I I It IN"
.+>►'� /�
IC ❑Ae ��.N/, fir,
signed and sealed by Dennis D.
Abel, PE, on the date indicatedi_�4
t�
1 �1 •.••• L /r
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herein. Printed copies of this
[� • .0
Q
document are not considered
signed and sealed and the
• r
. No 52750
signature must be verified on
any electronic copies.
w • '�
•
Digitally signed
w
Q�• STATE OF ,40
by Dennis Abel
���'�; QA t�A,:
Date:021.11.30
4f--N
NAI �i�►��,�
08:06:10-05'00'
11/29/21
DENNIS D. ABEL, PE
FDH INFRASTRUCTURE SERVICES, LLC
COA 28282
STATE LICENSE NO. 62750
FDH JOB NUMBER:
PR-006900
SITE ID:
FLC034
SITE NAME:
OKEECHOBEE
FA LOCATION:
ADDRESS:
1117 NW 9TH ST
OKEECHOBEE, FL 34972
SHEET TITLE:
SITE SIGNAGE
SHEET NUMBER:
GN-5
NOTES:
1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
RECORD.
2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM
THIS FACILITY.
3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN
HABITATION, THERE IS NO HANDICAP ACCESS REQUIRED.
4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE
WATER OR SANITARY SERVICE.
5. UTILITIES TO BE CONFIRMED DURING SITE VISIT.
6. SITE PLAN AND PROPERTY LINES DEVELOPED FROM SURVEY
COMPLETED BY SMW ENGINEERING GROUP, INC, DATED 9/28/2021.
CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
7. PROPOSED SITE IS LOCATED IN EXISTING FLOOD ZONE X ACCORDING
TO FEMA PANEL # 12093CO415C DATED JULY 16, 2015.
8. CONTRACTOR WILL NOT START CONSTRUCTION UNTIL AFTER THEY
HAVE RECEIVED THE PRE —CON PACKAGE AND HAVE A PRE —CON
WALK WITH THE PROJECT MANAGER.
9. CONTRACTOR TO HIRE PUBLIC (811) AND PRIVATE LOCATING SERVICE
IN ORDER TO LOCATE AND PROTECT ALL SUB —SURFACE UTILITIES.
DO NOT SCAL OFF THESE PLANS FOR ANY BELOW GRADE UTILITIES.
10. CONTRACTOR SHALL VERIFY ALL EXISTING BURIED AND OVERHEAD
UTILITIES PIOR TO EXCAVATION. CONTRACTOR SHALL REPAIR ALL
DAMAGED UTILITIES AT HIS OWN COST AND COORDINATE ANY
REPAIRS WITH RESPECTIVE UTILITY COMPANY.
11. CONTRACTOR TO VERIFY ALL HEIGHTS AND AZIMUTHS IN FIELD
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CARRIER AND
ENGINEERING FIRM OF ANY DISCREPANCIES BEFORE PROCEEDING.
12. CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS
CAUSED BY CONSTRUCTION.
PARCEL INFORMATION:
OWNER: CSX TRANSPORTATION
JURISTICTION: CITY OF OKEECHOBEE
ZONING: INDUSTRIAL
LAND USE: —
PARCEL NUMBER: 3-16-37-35-0160-00110-0010
LATITUDE: 27'15' 07.7"N
LONGITUDE: 80'50'41.3"W
LEGEND:
OVERHEAD POWER
— x — x — PROPOSED CHAIN —LINK FENCE
x x EXISTING FENCE
EXISTING EASEMENT
PROPOSED EASEMENT
ROW RIGHT—OF—WAY
— — — — — PROPOSED LEASE AREA
EXISTING ROAD / TURNAROUND
— — PROPERTY LINE
I
I
I
6HP T OHP T OHP T bHP T OH T OHP
EXISTING POWER POLE EXISTING TELCO
PARCEL # AND TELCO EXISTING OVERHEAD
3-16-37-35-0160-00010-0050 POWER LINE (TYP.)
>s
--- r— —L—��; T_ f—�—
HP OHP H OHP OHP OH HP OHP
�— ------
EXISTING POWER POLE I I
I I I
I I \
II
EXISTING GRAVEL II I I I
ACCESS DRIVE
I I �
I
I I I
I I
EXISTING CULVERT
— — --
NW 9TH ST
PUBLIC RIGHT—OF—WAY
(ASPHALT SURFACE)
CENTERLINE OF DITCH — —
PROPOSED 30'-0" WIDE
ACCESS/UTILITY CORRIDOR.
PROPOSED 12' WIDE
GRAVEL ACCESS DRIVE
PROPOSED 50-0" X 50-0"
TOWER COMPOUND AREA
I 10 9
I I
PARCEL #
3-16-37-35-0160-00110-0910
I
I
EXISTING
GRAVEL
PARCEL # i I \ 6 5
1-17-37-35—OA00-00001-1000 I
I I I x
x
F_ •
I I 1
CENTERLINE OF DITCH — — — — — — — — — — — — —
�J��u
PROPOSED 150'-0"
X X MONOPOLE TOWER
�I I
PROPOSED CHAIN
I LINK FENCE
PARCEL #
2-16-37-35—OA00-00005-0000
i�
I
Cl
O1
---------------------m
CENTERLINE OF DITCH
PARCEL #-
1-13-38-36—OA00-00002-0000
EXISTING RAILWAY
I
I
-- -- -- -- -- -- -- -- --
� 1
OVERALL SITE PLAN
11"07" SCALE: 1" = 50'
24"x36" SCALE: 1" = 25'
50' 25' 0 50' 100,
1 "=50'
APPROXIMATE 45'
PARCEL SETBACK TO
TOWER
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No 52750 .�-
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Q: STATE
• OF •�11.
�• A"
Dennis D. Abel, PE `,�••�`•� ��� ���'`
Florida License No. 62750
This item has been digitally 11/29/21
signed and sealed by Dennis D. DENNIS D. ABEL, PE
Abel, PE, on the date indicated FDH INFRASTRUCTURE SERVICES, LLC
herein. Printed copies of this COA 28282
document are not considered STATE LICENSE NO. 62750
signed and sealed and the
signature must be Verified on FDH JOB NUMBER:
any electronic copies.
PR-006900
Digitally signe14
by Dennis Abel" SITE ID:
.11.30
B 1 -05'
NOTES:
1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
RECORD.
2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM
THIS FACILITY.
3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN
HABITATION, THERE IS NO HANDICAP ACCESS REQUIRED.
4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE
WATER OR SANITARY SERVICE.
5. UTILITIES TO BE CONFIRMED DURING SITE VISIT.
6. SITE PLAN AND PROPERTY LINES DEVELOPED FROM SURVEY
COMPLETED BY SMW ENGINEERING GROUP, INC, DATED 9/28/2021.
CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
7. PROPOSED SITE IS LOCATED IN EXISTING FLOOD ZONE X ACCORDING
TO FEMA PANEL # 12093CO415C DATED JULY 16, 2015.
PARCEL INFORMATION:
OWNER: CSX TRANSPORTATION
JURISIICTION: CITY OF OKEECHOBEE
ZONING: INDUSTRIAL
LAND USE: -
PARCEL NUMBER: 3-16-37-35-0160-00110-0010
LATITUDE: 27'15'07.7"N
LONGITUDE: 80'50'41.3"W
I II
I /
I /
I I /
CENTERLINE OF DITCH
I /
I
EXISTING CULVERT
X
PROPOSED 30' WIDE ACCESS
& UTILITY CORRIDOR
PROPOSED DOUB
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LEGEND:
aH OVERHEAD POWER / o�� EXISTING POWER POLE
— x — x — PROPOSED CHAIN -LINK FENCE �p /
x x EXISTING FENCE EXISTING OVERHEAD
EXISTING EASEMENT POWER LINE
PROPOSED EASEMENT EXISTING OVERHEAD
TELEPHONE LINE
ROW RIGHT-OF-WAY
— - - - — PROPOSED LEASE AREA
EXISTING ROAD / TURNAROUND
- - — PROPERTY LINE
PROPOSED 12' WIDE
GRAVEL ACCESS DRIVE
-0"
5'-0"
C ITYSWITCH
I
25'-0"
5'-0'-
x FUTURE
LE 'x15'
TEEEQUIPM10ENT 10'x20'
AREA O
I
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PROPOSED 150' N
MONOPOLE IF
TOWER I FUTURE e
10'x15' O
EQUIPMENT
AREA IA
I x
— — x
0
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°0 I � EQUIPME
Ix ih x
X X X — X
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PROPOSED 5'-0"x5'-O"
PRECAST CONCRETE
RAIL ROAD EQUIPMENT PAD
W/ T -O" H-FRAME
1900 CENTURY PLACE, SUITE 320
ATLANTA, GA 30345
— O
INFRASTRUCTURE
®' SERVICES
ENGINEERING INNOVATION
FDH INFRASTRUCTURE SERVICES, LLC
6521 MERIDIEN DRIVE RALEIGH, NC 27616
PHONE: 9-755-1012 FAX 919-755-1031
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
SUBMITTALS
V I DATE I DESCRIPTION BY CH
111/29/20211 CONSTRUCTION I NITS I JF
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• • •.
No 52750 :;
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STATE 11 • OF •�.
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'0ri �16PJA6,1111 ENq•►
DENNIS D. ABEL, PE
FDH INFRASTRUCTURE SERVICES, LLC
— — — — — — — — — — — — — — — — —
— — — — — —
COA 28282
STATE LICENSE NO. 62750
Dennis D. Abel, PE
FDH JOB NUMBER:
Florida License No. 62750
PR-006900
This item has been digitally
signed and sealed by Dennis D.
Abel, PE, on the date indicated
SITE ID:
herein. Printed copies of this
CENTERLINE OF DITCH
document sre notealed and
signed and sealed and the
FLC034
slgnature must be verified on
any electronic copies.
SITE NAME:
OKEECHOBEE
Digitally signed
by Dennis Abel
FA LOCATION:
— — — — — — — — — — -- -- --
—
-- — —mod
2021.11.30
ADDRESS:
08:06:55-05'00'
1117 NW 9TH ST
SITE PLAN
OKEECHOBEE, FL 34972
1 1 "x 17" SCALE: 1" = 20'
SHEET TITLE:
24 x36 SCALE: 1" = 10'
20' 10, 0 20' 40'
SITE PLAN
SHEET NUMBER:
1 "=20'
C-2
11 /29/21 1
EROSION CONTROL, DRAINAGE, AND GRADING NOTES:
1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE RULES AND
REGULATIONS FOR EROSION AND SEDIMENT CONTROL FOR THE AGENCY(IES)
HAVING JURISDICTION OVER CLEARING AND GRADING OPERATIONS. AS A
MINIMUM, ALL WORK SHALL COMPLY WITH THE LATEST PROVISIONS OF THE
INTERNATIONAL BUILDING CODE. UTILIZE BEST MANAGEMENT PRACTICES (BMP)
PRESCRIBED BY IBD TO PREVENT EROSION OF ON -SITE SOILS AND TRANSPORT
OF THESE SOILS TO DOWNSTREAM PROPERTIES OR WATER BODIES. SPECIFIC
BMP'S TO BE EMPLOYED INCLUDE, BUT ARE NOT LIMITED TO, A TEMPORARY
CONSTRUCTION ENTRANCE, SILT FENCE AT THE BASE OF FILL SLOPES AND
AROUND STOCKPILE AREAS, CHECK DAMS IN THE FLOW LINE OF SWALES AND
DITCHES, AND TEMPORARY AND PERMANENT SEEDING.
2.CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR THE
INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS AS
NECESSARY DURING CONSTRUCTION ACTIVITIES TO ENSURE THE PROTECTION OF
ADJACENT PROPERTIES AND WATERWAYS. EXCEPT AS MAY BE REQUIRED TO
INSTALL THE MEASURES, NO GRADING SHALL BE PERFORMED UNTIL THE
TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE AND OTHER APPROPRIATE
MEASURES ARE IN PLACE.
3. FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE, PERMANENT OR
TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN:
A. SEVEN CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER DIKES,
SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES GREATER THAN 3
HORIZONTAL TO 1 VERTICAL (3:1); AND
B. FOURTEEN DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE
PROJECT SITE.
4. THE CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS
THROUGHOUT THE CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS AND
SEDIMENT CAUSED BY CONSTRUCTION.
5. ALL EROSION CONTROL MEASURES WILL BE CHECKED DAILY AND ANY
DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY.
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF
DEEMED NECESSARY AFTER ON -SITE INSPECTION.
6. ALL MATERIAL EXCAVATED TO PROVIDE FOR FINISHED GRADES APPROXIMATELY
EQUAL TO EXISTING GRADE SHALL BE REMOVED FROM SITE AND DISPOSED OF
AT PERMITTED DISPOSAL SITE.
7. SILT FENCE SHALL INITIALLY BE PLACED ALONG THE NORTHERN AND EASTERN
LIMITS OF PROJECT DISTURBANCE. THE NORTHERN LIMITS ARE ALSO WHERE
PERMANENT CHAIN LINK FENCING IS PROPOSED TO BE INSTALLED. AT THE
TIME OF INSTALLATION OF THE CHAIN LINK FENCING, THE SILT FENCE THAT IS
IN THE PROPOSED LOCATION OF THE CHAIN LINK FENCE WILL BE REMOVED. AS
SOON AS THE CHAIN LINK FENCE HAS BEEN INSTALLED, PROVIDE CONTINUOUS
STAKED BIODEGRADABLE WATTLES ALONG THE INTERIOR FACE OF THE CHAIN
LINK FENCE ALONG ITS NORTHERN AND EASTERN COMPOUND BOUNDARY.
EROSION CONTROL CONSTRUCTION SEQUENCE:
1. THE CONTRACTOR SHALL DESIGNATE AN ESC COORDINATOR FOR THE SITE AND
COMMUNICATE TO THE OWNER AND ENGINEER;
2.INSTALL SILT FENCE WHERE SHOWN;
3. COMMENCE WITH GRADING ACTIVITIES;
4.INSTALL EROSION CONTROL MEASURES AFTER GRADING BEGINS AS REQUIRED;
5.SEED AND MULCH DENUDED AREA WITHIN 7 DAYS AFTER ANY PHASE OF
GRADING, ALSO COVER ALL EXPOSED AREAS BEFORE MAJOR STORM EVENTS;
6. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER
IS ESTABLISHED;
7. REQUEST FINAL APPROVAL BY OWNER;
8.FLUSH ALL STORM PIPES AND REMOVE SEDIMENT FROM TEMPORARY BASIN(S).;
9. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
LEGEND:
oHP - OVERHEAD POWER
— X X — PROPOSED CHAIN -LINK FENCE
x EXISTING FENCE
EXISTING EASEMENT
— — — — PROPOSED EASEMENT
ROW RIGHT-OF-WAY
PROPOSED LEASE AREA
- - EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
- - - - - - - - - PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING ROAD / TURNAROUND
PROPOSED ROAD / TURNAROUND
— - - — PROPERTY LINE
I
I
I �
__ --�--
�T ,7 OH P�OH��OHP�HF`I I:T P
TPTOH OH
OHNW 9TH ST
- PUBLIC RIGHT-OF-WAY
__ �\ --------- f (ASPHALT SURFACE)
'- - - - - - - - - - - - - EXISTING CULVERT
�____------ CENTERLINE OF DITCH
I
PROPOSED SILT I I
FENCE. SEE DETAIL
SHEET C-3.1 I I \
I
PROPOSED SILT OUTLET.
SEE DETAIL SHEET C-3.1.
II I
FINAL ELEVATION:
29.9
I I
I I
I I
I I
I I I
CENTERLINE OF DITCH
I
Ij
I I I
II
I �
I I I
FINAL ELEVATION:
29.9
i F-
�. F `\
x J Jx
— F- -T — — — — — —
J L -1 FINAL
ELEVATION:
—xi—i—xi—i 30.3
I
I
FINAL ELEVATION:
29.9
PROPOSED SILT OUTLET. ' FINAL ELEVATION: -
SEE DETAIL SHEET C-3.1. 29.9
I
EXISTING
GRAVEL
` APPROXIMATE 45'
PARCEL SETBACK TO
TOWER
C ITYSWITCH
1900 CENTURY PLACE, SUITE 320
ATLANTA, GA 30345
- O
INFRASTRUCTURE
SERVICES
ENGINEERING INNOVATION
FDH INFRASTRUCTURE SERVICES, LLC
6521 MERIDIEN DRIVE RALEIGH, NC 27616
PHONE: 9-755-1012 FAX 919-755-1031
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
SUBMITTALS
_l/ I DATE DESCRIPTION BY I CH
111/29/20211 CONSTRUCTION MTS I JF
+1'� s e r r r► r■■■■�.
o ❑AN/,e r��r
No 52750 .�
Q � . STATE 0 F
A•: ��.�
��tt`�, •ID
1 ..........
A
I 11/29/21
Dennis D. Abel, DENNIS D. ABEL, PE
Li
Florida License No. o.62750 FDH INFRASTRUCTURE SERVICES, LLC
This item has been digitally COA 28282
signed and sealed by Dennis D. STATE LICENSE NO. 62750
- -- - Abel, PE, on the date indicated
CENTERLINE OF DITCH herein. Printed copies of FDH JOB NUMBER:
-_ -- -- -- -- - -----___--_ --- ____ document are not considered
— — - - signed and sealed and the PR-006900
- - -�- - signature must be Verified on
any electronic copies.
GRADING PLAN
1 1 "x 17" SCALE: 1" = 50'
24"x36" SCALE: 1" = 25'
50' 25' 0 50' 100,
mil
111=50'
SITE ID:
FLC034
I I I I I I I I I I I I I I I I I I Dig-iltailly signed
by Dennis Abel SITE NAME.
OKEECHOBEE
2021.11.30
FA LOCATION:
— — — — -
- - 8: 1-051
00'
ADDRESS.
1117 NW 9TH ST
OKEECHOBEE, FL 34972
SHEET TITLE:
GRADING & EROSION
CONTROL PLAN
SHEET NUMBER:
C-3
FILTER OF 1 INCH
DIAMETER # 57
WASHED STONE
NOTE:
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY 12 INCHES
8'-0" (MAX.)
STEEL POST VARIABLE AS DIRECTED STEEL FENCE POST —
WOVEN WIRE FABRIC BY ENGINEER
SILT FENCE FABRIC WIRE FENCE
o
C 4 FILL SLOPE HARDWARE CLOTH —
N MINIMUM FILTER OF 1 INCH
w �12-1/2 DIAMETER # 57
E 00 > > 2� SILT FENCE FABRIC GAUGE WASHED STONE��
6" MINIMUM COVER OVER SKIRT I z 0 Li INSTALLED TO SECOND INTERMEDIATE FLOW DIRECTION
N WIRE FROM TOP WIRES
ANCHOR SKIRT AS DIRECTEDz
BY ENGINEER J
GRADE —
SIDE VIEW
FRONT VIEW
SIDE VIEW
NOTE:
USE SILT FENCE ONLY WHEN DRAINAGE
AREA DOES NOT EXCEED 1/4 ACRE AND
NEVER IN AREAS OF CONCENTRATED FLOW.
TEMPORARY SILT FENCE
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
SILT FENCE F
NOTE:
USE SILT FENCE OUTLETS
ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4
ACRE AND THERE IS A LOW
AREA. USE AS A REPAIR
OF SILT FENCE FAILURES.
Do
9
SILT FENCE FABRIC
ON WIRE FENCE
� d 0ct;c
°000
°o
�o, °Co oOO000 OC
HARDWARE CLOTH STEEL FENCE
ON WIRE FENCE POST
PLAN VIEW
STEEL FENCE POST
SET 2' APART (MAX.)
OUMT VVIMt--rIT-t, 1-11ANUVVIANt-
FRONT VIEW CLOTH, AND SILT FENCE FABRIC
6 INCHES INTO THE TRENCH
SILT FENCE OUTLET
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
CITYSWIT CH
1900 CENTURY PLACE, SUITE 320
ATLANTA, GA 30345
O
INFRASTRUCTURE
SERVICES
ENGINEERING INNOVATION
FDH INFR FUCWRE SERVICES, LW
6521 MERIDIEN DRIVE RALEIGH, NC 27616
PHONE: 919-755-1012 FAX 919-755-1031
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
(SUBMITTALS I REV DATE DESCRIPTION BY CHK'D
❑ANI
%%t���5 �cL r�rr
0.0
No 52750 .�
w
:cr
• w
STATE +`
• OF •�11.
rrrte►S . C O A 1 A•' 4�a�..
11/29/21
DENNIS D. ABEL, PE
FDH INFRASTRUCTURE SERVICES, LLC
Dennis D. Abel, PE
COA 28282
Florida License No. 62750
STATE LICENSE NO. 62750
This item has been digitally
signed and sealed by Dennis D.
FDH JOB NUMBER:
Abel, PE, on the date indicated
herein. Printed copies of this
PR-006900
document are not considered
signed and sealed and the
signature must be verified on
SITE ID:
any electronic copies.
FLCi034
Digitally signed
by Dennis Abel'
SITE NAME:
OKEECHOBEE
Date:
2021.1 1.30
FA LOCATION:
08:07:45-05'00'
-
ADDRESS.
1117 NW 9TH ST
OKEECHOBEE, FL 34972
SHEET TITLE:
SILT FENCE DETAILS
SHEET NUMBER:
C-3.1
NOTES:
REMOVE ALL TOPSOIL, ORGANIC
MATERIAL, AND WET OR POOR SOILS
FROM PROPOSED COMPOUND AREA.
CONTRACTOR TO REVIEW SITE
CONDITIONS AND CONSULT
GEOTECHNICAL REPORT FOR ANTICIPATED
DEPTH OF SOILS THAT WILL REQUIRE
REMOVAL IF POOR SOILS ARE
ENCOUNTERED AT A DEPTH OF MORE
THAN 12", CONTACT CONSTRUCTION
MANAGER FOR GUIDANCE.
2. SUBGRADE TO BE COMPACTED TO 95%
ASTM D698 DRY DENSITY AND VERIFIED
BY PROOF —ROLL OR GEOTECHNICAL
RECOMMENDATIONS.
3. IF THE GEOTECHNICAL REPORT PERMITS,
USE ONSITE SOILS FOR SELECT FILL
PROVIDED IT IS AVAILABLE AND FREE OF
DELETERIOUS MATERIALS AND ORGANICS.
6" TYP.
1. REMOVE ALL TOPSOIL, ORGANIC MATERIAL, AND WET OR POOR
SOILS ALONG ACCESS DRIVE. CONTRACTOR TO REVIEW SITE
CONDITIONS AND CONSULT GEOTECHNICAL REPORT FOR ANTICIPATED
DEPTH OF SOILS THAT WILL REQUIRE REMOVAL. IF POOR SOILS ARE
ENCOUNTERED AT A DEPTH OF MORE THAN 12", CONTACT
CONSTRUCTION MANAGER FOR GUIDANCE.
2. SUBGRADE TO BE COMPACTED TO 95% MODIFIED PROCTOR AND
VERIFIED BY PROOF —ROLL OR GEOTECHNICAL RECOMMENDATIONS.
3. CONSULT GRADING PLAN OR SITE PLAN FOR FINAL SITE GRADES.
RESTORATION:
THE CONTRACTOR SHALL BE RESPONSIBLE
FOR GRAVEL ACCESS DRIVE REPAIR AND
RESTORATION FOLLOWING CONSTRUCTION
COMPLETION. ANY DISTURBED OR DAMAGED
AREAS SHALL BE RESTORED TO THEIR
ORIGINAL OR BETTER CONDITION UPON
COMPLETION OF WORK.
GRAVEL DRIVE REQUIREMENTS
THICKNESS OF GRAVEL DRIVE BASE COURSE TO BE DETERMINED BASED ON
THE EXISTING SOIL BEARING CAPACITY (PER UFC DESIGN RECOMMENDATIONS):
IF POOR OR WET SOILS ARE PRESENT BELOW BASE COURSE, CONTRACTOR
TO INSTALL 6" MIN. WELL —GRADED GRAVEL/SAND SUB —BASE TO FACILITATE
ADEQUATE DRAINAGE AND STABILITY.
FOR ACCESS DRIVE SLOPES GREATER THAN 10%, CONTRACTOR TO USE
MIRAFI HP 270 OR EQUIVALENT GEOTEXTILE FABRIC.
1'-0" (MIN.)
3:1 MAX. SLOPE
(TYP.)
EXISTING
SUBGRADE
'OSED 4 OZ. SPUNBONDED
I BARRIER FABRIC: DUPONT
0 OR EQUIV.
3" MIN. OF 3/4" CRUSHED AGGREGATE W/0 FINES
6" MIN. OF 3/4" CRUSHED AGGREGATE WITH FINES
COURSE PLACE SELECT FILL IN MAX. 8" LIFTS
1ED GRADE WHERE REQUIRED BY GRADING PLAN.
COMPACT TO 95% ASTM D698 DRY
[DENSITY ADDITIONAL COMPACTED FILL
MAY BE REQUIRED FOR WET OR POOR
SOILS
3:1 MAX. SLOPE (TYRY—,
EXISTING SUBGRADE-
COMPOUND CROSS SECTION
1 1 "x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
6'-0"
WIDTH OF BASE COURSE AND
SUB —BASE TO EXCEED FINAL
ROAD SURFACE BY 1'-0"
MIN. ON EACH SIDE.
8" MIN. OF 3" CRUSHER RUN
BY THE CONSTRUCTION MANAGER.
GRAVEL DRIVE CROSS SECTION
1 1 "x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
6'-0"
CROWN ACCESS DRIVE
Q 2% (1/4" PER FOOT)
4" MIN. OF 3/4" CRUSHED
AGGREGATE FINISHED SURFACE.
(GRADATION #3. APPROX. 65%
GRAVEL, 25% SAND, AND 10%
FINES: TYP.)
Dennis D. Abel, PE
Florida License No. 62750
This item has been digitally
signed and sealed by Dennis D.
AbelPE, on the date indicated
herein. Printed espies of this
document are not considered
signed and sealed and the
signature must be verified on
any electronic copies.
Digitally signed
by Dennis Abel
Date:
2021.1 1.30
08:08:11-05'00'
BEARING CAPACITY
REQ'D AGGREGATE THICKNESS
1000 PST
*16" MIN.
1500 PSF
12" MIN.
2000 PSF
8" MIN. (SEE DETAIL)
*A HIGH PERFORMANCE, WOVEN GEOTEXTILE FABRIC MAY BE USED
TO REPLACE 6" OF AGGREGATE (MIRAFI HP 270 OR EQUIVALENT)
CITYSWIT CH
1900 CENTURY PLACE, SUITE 320
ATLANTA, GA 30345
O
INFRASTRUCTURE
SERVICES
ENGINEERING INNOVATION
FDH INFRASTRUCTURE SERVICES, LW
5521 MERIDIEN DRIVE RALEIGH, NC 27515
PHONE: 919-755-1012 FAX 919-755-1031
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
SUBMITTALS
REV I DATE I DESCRIPTION I BY 1CHKD
�t���5 AN
6 4 r�rr
• .
No 52750 .;
• :Cr.
90.06 STATE
OF 140.
rrrte►S . C D A 1 � A•' 4�a�..
DENNIS D. ABEL, PE
FDH INFRASTRUCTURE SERVICES, LLC
COA 28282
FDH JOB NUMBER:
PR-006900
SITE ID:
FLC034
SITE NAME:
OKEECHOBEE
FA LOCATION:
ADDRESS.
1117 NW 9TH ST
OKEECHOBEE, FL 34972
SHEET TITLE:
GRADING
DETAILS
SHEET NUMBER:
C-3.2
11/29/21 1
NOTE:
THE SCOPE OF WORK DOES NOT INCLUDE A T ^ u
STRUCTURAL EVALUATION OF THIS TOWER PROPOSED 10•-0" 1 1�
OR STRUCTURE. NEW ANTENNAS AND LIGHTNING ROD I I-1
EQUIPMENT SHOWN ON THIS PLAN HAVE
PROPOSED CSX
NOT BEEN EVALUATED TO VERIFY THE
TOWER OR STRUCTURE HAS THE CAPACITY WHIP ANTENNA 1900 CENTURY PLACE, SUITE 320
TO ADEQUATELY SUPPORT THESE ATLANTA, GA 30345
ANTENNAS. PRIOR TO ANY ANTENNA OR
EQUIPMENT INSTALLATION, A STRUCTURAL
EVALUATION OF THE TOWER OR STRUCTURE,
INCLUDING ALL ANTENNA MOUNTING
SYSTEMS &HARDWARE SHALL BE
PERFORMED.
c +I FUTURE ANTENNA
o ARRAYS O
N vi INFRASTRUCTURE
+I '®r SERVICES
U Q +I o
Z
WC En + ENGINEERING INNOVATION Z
�I FDH INFRASTRUCTURE SERVICES, LLC
w
LU Z I_�I U) N }I 6521 MERIDIEN DRIVE RALEIGH, NC 27616
Q Q lh PHONE: 9-755-1012 FAX 919-755-1031
a U 3 W Q a +I THE INFORMATION CONTAINED IN THIS SET OF
Q p � Z Z II C DOCUMENTS IS PROPRIETARY BY NATURE.
p W p Q LU to REPRODUCTION OR CAUSING TO BE REPRODUCED
N O W f Q THE WHOLE OR ANY PART OF THESE DRAWINGS
O LL N C Z Z rn
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
O
a (L ? Q Z SUBMITTALS
REV DATE DESCRIPTION BY CD
LLO O - p n LU
C HK
Z PROPOSED CSX
w O W ILL =) a FOLDED DIPOLE o vzsizort CONSTRUCTION NITS JRB
LL
O O O ANTENNA
~ W ~ w Z O 1--
H
W Z w w LL
U U LU Z LL
O Z
w w
v Z PROPOSED
—1w � +I MONOPOLE TOWER
U F o Dennis D. Abel, PE
Z in Florida License No. 62750
W This item has been digitally BAN �t ���,
t� ' /.
U II
H
signed and sealed by Dennis D.
Abel, PE, on the date indicated .�\ •�•� f+ E Ae A r
herulm. Printed copies of this �aQ •L �Y7�r.0
document are not considered �S +111•
Q signed and sealed and the No $2i50 •r
Zsignature must be verified on ` / J
W any electronic copies.
z •• �f
N Digitallysigned :ate
STATE OF 440 U �� i
p by Dennis Abel � -
o Date: ,' C 0 A I p A•'p
a 2021.11.30 I ��i��Q�IIA j►����
U.08:08:34 -05 00
O
z 11 /29/21
DENNIS D. ABEL, PE
IX
W FDH INFRASTRUCTURE SERVICES, LLC
COA 28282
IZL STATE LICENSE NO. 62750
U
FDH JOB NUMBER:
PR-006900
PROPOSED FENCE
SITE ID:
FLC034
SITE NAME:
OKEECHOBEE
FA LOCATION:
I iIIIIIIIIIIIIIIIIII-IIIi -
III III_ III III _III III- �'
ADDRESS:
1117 NW 9TH ST
TOWER ELEVATION OKEECHOBEE, FL 34972
11"x17" SCALE: 1" = 20'
24"x36 SCALE: 1 = 10' SHEET TITLE:
TOWER
20' 10, 0 20' 40' ELEVATION
SHEET NUMBER:
1 "=20'
C-4
CALLOUTS:
O1 3" O.D. GALVANIZED STEEL SCHEDULE 40 CORNER POSTS
(PER ASTM—F1083).
O 2-1/2" NOMINAL GALVANIZED STEEL, SCHEDULE 40
INTERMEDIARY LINE POSTS (PER ASTM—F1083). LINE POSTS
SHALL BE EQUALLY SPACED AT MAXIMUM 10' O.C.
O 1-5/8" O.D. ROUND TOP RAIL & BRACE PIPE RAIL (PER
ASTM—F1083).
0 9 GAUGE FABRIC CORE WIRE WITH 2" MESH (TO CONFORM TO
ASTM—A392).
O 9 GAUGE ALUMINUM TIE WIRE. PROVIDE HOG RING FABRIC TIES
SPACED 12" O.C. FOR POSTS AND GATES AND 24" O.C. FOR
RAILS AND WIRE.
O 9 GAUGE ALUMINUM TENSION WIRE.
O3 STRANDS 14 GAUGE BARBED WIRE WITH 4 POINT BARBS.
SPACE BARBS APPROXIMATELY 5" O.C.
O8 3/16"x3/4" STRETCHER BAR; TO EXTEND FULL HEIGHT OF
FENCE.
O9 3/8" DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE OR
DIAGONAL THREADED ROD.
10 1-5/8" DIAMETER CORNER POST BRACE.
11 MAINTAIN A 1" MAXIMUM CLEARANCE FROM FINISHED GRADE.
12 PROVIDE CROWNED/PITCHED FINISH FOR FENCE POST PIER
FOUNDATIONS; TO EXTEND 1" ABOVE GRADE.
13 6" CRUSHED STONE (TYP.).
1a FINISHED GRADE SHALL BE UNIFORM AND LEVEL.
15 4" O.D. GALVANIZED STEEL SCHEDULE 40 GATE POSTS (PER
ASTM—F1083).
1-1/2" NOMINAL PIPE FOR GATE FRAME BRACE RAIL (PER
16 ASTM F-1083).
O7 DUCK BILL OPEN GATE HOLDER. CONTRACTOR TO VERIFY
EXACT LOCATION PRIOR TO INSTALLATION.
18 MULTI—TENTANT LOCKING DEVICE.
19 PROPOSED GEOTEXTILE FABRIC.
CONCRETE PIER FOUNDATION; TO ACHIEVE A MINIMUM
20 STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE DEPTH TO
BE A MINIMUM OF 6" BELOW FROST LINE (48" MINIMUM,
TYP.).
21 12"x24" NO TRESPASSING SIGN.
NOTES:
1. ALL FENCING TO BE INSTALLED PER ASTM F-567. ALL SWING
GATES TO BE INSTALLED PER ASTM F-900.
2. BARBED WIRE PERMIT REQUIRED SHALL BE COMPLETED IF LOCAL
ORDINANCE REQUIRES.
3. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE
TO BE GALVANIZED (HOT DIP, ASTM A120 GRADE "A" STEEL).
ALL GATE FRAMES SHALL BE WELDED. ALL WELDINGS SHALL BE
COATED WITH (3) COATS OF GOLD GALV. (OR EQUAL). ALL OPEN
POSTS SHALL HAVE END —CAPS.
4. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC
USING GALVANIZED HOG —RING WIRE.
5. MUSHROOM ANCHOR AND PLUNGER REQUIRED FOR GATE.
GENERAL CONTRACTOR RESPONSIBLE FOR GATE LOCK.
CALLOUTS:
O GATE LEA
O 3/8" HO
(TYP.)
GATE FACE — ACCOMODATING MULTI—TENTANT LOCK
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
TOP VIEW
SIDE VIEW
DROP ROD ASSEMBLY DETAIL
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
GATE KEEPER DETAIL
11 "x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
i ".11 14'-0" WIDE DOUBLE SWING ACCESS GATE
11
10
Dennis D. Abel, PE
Florida License No.62750
This item has been digitally
1 —2 signed and sealed by Dennis D.
Abel, PE, on the date indicated
herein. Printed copies of this
document
are not considered
signed and sealed and the
be
FENCING DETAIL
signature must verified on
any electronics°pies.
1 1 %17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
Digitally slgne 4
by Dennis Abe
Date:
2021.11.30
08:08:59 05 0
MULTILOCK INSTALLATION:
1. DRILL 3/8" HOLES IN THE GATE LEAF USING THE GATE
DIMENSIONS PROVIDED.
2. SLIDE THE CARRIAGE BOLTS IN THE SLOTS ON THE BACK OF
PART "B" AND PUSH THE BOLTS THROUGH THE HOLES DRILLED
IN THE GATE FIGURE. PUT THE NUT AND THE LOCKNUT ON AND
TIGHTEN AND CUT THE EXCESS BOLT OFF. DO THE SAME WITH
7
PART "A".
TOP VIEW
3. ADD THE NUMBER OF SLEEVES NEEDED FOR THE NUMBER OF
LOCKS AND SLIDE THE LOCKING BAR INTO PLACE THROUGH
BOTH PART "A" AND PART "B". NOW INSTALL THE LOCKS.
SIDE VIEW
4. IF THE GATE HAS NO CENTER BAR IN THE GATE LEAF YOU MAY
NEED TO MOUNT THE STYMIELOCK VERTICALLY USING THE SAME
DIMENSIONS GIVEN ON THE GATE FACE.
LATCH ASSEMBLY DETAIL
5. VERTICAL APPLICATION MAY ALSO BE USED ON SLIDING GATES
11"x17" SCALE: N.T.S.
WITH MULTIPLE LOCKS.
24"x36" SCALE: N.T.S.
GATE LOCK ASSEMBLY:
METAL MUSHROOM
STOP INSTALL WITH
SLOP PARALL
CLOSE[
11-1
"1 GRADE
MUSHROOM STOP DETAIL
1 1 %17" SCALE: N.T.S.
24N36" SCALE: N.T.S.
1. "STYMIELOCK" MULTILOCKING
DEVICE OR APPROVED EQUAL. 3/8" CARRIAGE BOLT
(TYP.)
GATE LOCK ASSEMBLY DETAIL
11"x17" SCALE: N.T.S.
24N36" SCALE: N.T.S.
CITYOWIT CH
1900 CENTURY PLACE, SUITE 320
ATLANTA, GA 30345
O
INFRASTRUCTURE
SERVICES
ENGINEERING INNOVATION
FDH INFRASTRUCTURE SERVICES, LW
6521 MERIDIEN DRIVE RALEIGH, NC 27616
PHONE: 919-755-1012 FAX 919-755-1031
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
SUBMITTALS
REV I DATE I DESCRIPTION I BY lcH
❑ANI�cL r��r
0.0
No 52750 .;
w
:Ir
• w
STATE +`
• OF •40
DENNIS D. ABEL, PE
FDH INFRASTRUCTURE SERVICES, LLC
COA 28282
FDH JOB NUMBER:
PR-006900
SITE ID:
FLC034
SITE NAME:
OKEECHOBEE
FA LOCATION:
ADDRESS.
1117 NW 9TH ST
OKEECHOBEE, FL 34972
SHEET TITLE:
FENCE DETAILS
SHEET NUMBER:
C-5
11/29/21 1
NOTE:
CONTRACTOR TO INSTALL NUMBERED
MULE -TAPE IN ALL CONDUITS.
LEGEND:
OH-
OVERHEAD POWER
— X — x —
PROPOSED CHAIN —LINK FENCE
x
EXISTING FENCE
—
EXISTING EASEMENT
— —
PROPOSED EASEMENT
ROW
RIGHT—OF—WAY
PROPOSED LEASE AREA
EXISTING MAJOR CONTOUR
--
EXISTING MINOR CONTOUR
— — — — — — — — —
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED GUY WIRE
EXISTING ROAD / TURNAROUND
PROPOSED ROAD / TURNAROUND
— — — —
PROPERTY LINE
PROPOSED SILT FENCE
— T T —
PROPOSED TELCO CONDUIT
— P P —
PROPOSED POWER CONDUIT
oN� �
„aP /
II
I
/ PROPOSED H-FRAME W/ MULTI -GANG
/ METER BANK & TELCO BOX. SEE DETAILS
SHEET E-2.
X— X—IX— XX— X�
LLlx
x
00
x
a II
-P —P —P —P P —P —P —P —P —P —P —P —P —P ,
—T —T —T —T —T —T —T —T T —T —T —T —T —TFp
OPOSED QUAZITE BOX � X P
)CATION & SIZE TBD) X X— X— X X— X
Dennis D. Abel, PE
Florida License N0. 62750
This item has been digitally
signed and sealed by Dennis D.
Abel, PE, -the date indicated
herein. Printed wines of this
PROPOSED PVC SCHEDULE 40 POWER dowmentan,- wnaldarad
and the
CONDUIT FROM PROPOSED METER BANK signed and sealed be -,W,.d
TO PROPOSED H-FRAME a y eie�c,onic[wpies.. on
(TO BE VERIFIED DURING UTILITY WALK).
PROPOSED (2) 4"0 PVC SCHEDULE
40 POWER CONDUITS
(CONTRACTOR TO COORDINATE
SERVICE WITH LOCAL TELEPHONE
COMPANY)
SITE PLAN
11"x17" SCALE: 1" = 20'
24"x36" SCALE: 1" = 10'
CITYSWIT CH
1900 CENTURY PLACE, SUITE 320
ATLANTA, GA 30345
- INFRASTRUCTUREO
®' SERVICES
ENGINEERING INNOVATION
FDH INFRASTRUCTURE SERVICES, LLC
6521 MERIDIEN DRIVE RALEIGH, NC 27616
PHONE: 9-755-1012 FAX 919-755-1031
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
SUBMITTALS
V I DATE I DESCRIPTION BY CH
❑ANI. r�rr
Q: **%G E NSF.
9�R;•.
No 52750 :�
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w
• w
STATE
• A
%A" fl F luk'l.
Y �•
11/29/21
Digitally SI DENNIS D. ABEL, PE
g Y signed FDH INFRASTRUCTURE SERVICES, LLC
�by Dennis Abel coA zazaz
- - - - - - - - - - - _ STATE LICENSE NO. 62750
PROPOSED (2) 4"0 TELCO CONDUIT FROM Date:
PROPOSED NEMA TELCO PANEL TO BE 2021.1 1.30 FDH JOB NUMBER:
CONNECTED TO THE PROPOSED QUAZITE BOX. 08:09:29-05'00' PR-006900
(CONTRACTOR TO COORDINATE SERVICE WITH
LOCAL TELEPHONE COMPANY). SITE ID:
FLC034
20' 10, 0 20' 40'
111=20'
SITE NAME:
OKEECHOBEE
FA LOCATION:
ADDRESS.
1117 NW 9TH ST
OKEECHOBEE, FL 34972
SHEET TITLE:
COMPOUND
ELECTRICAL PLAN
SHEET NUMBER:
E-1
CALLOUTS:
O1 600A, 120/24OV, 1 PHASE, 3 WIRE, 4 POSITION METERING CENTER (200A MAX CIRCUIT
BREAKER) (SQUARE D METER MPR64200 OR EQUIVALENT)
O 200A TENANT SERVICE DISCONNECT (SQUARE D CATALOG #QOM2200MVH OR EQUIVALENT)
O 200A, 120/24OV, 1 PHASE, 3 WIRE, 12 POSITION LOAD CENTER (SQUARE D QO LOAD CENTER
#00112L200GRB, OR APPROVED EQUIVALENT)
0120/24OV, 1-GANG COMMERCIAL GRADE OUTDOOR ELECTRICAL BOX W/ 20A COMMERCIAL
GRADE DUPLEX RECEPTACLE
O 80KA, 120/24OV, 1 PHASE, 3 WIRE TRANSIENT VOLTAGE SURGE SUPPRESSER (TESCO CATALOG
#302065 OR APPROVED EQUIVALENT)
O SINGLE DOOR TELCO ENCLOSURE (4'-0"x4'-0"x18") (HOFFMAN CATALOG #CSD483612 OR
APPROVED EQUIVALENT)
O 3/4" PLYWOOD BACKBOARD
O 3" NOMINAL SCHEDULE 40, GALVANIZED STEEL PIPE WITH PIPE CAP
O HORIZONTAL SUPPORT MEMBER (UNISTRUT P1000 OR APPROVED EQUIVALENT)
10 CONTRACTOR TO MAINTAIN 3'-0" MINIMUM CLEARANCE FROM METERING CENTER TO NEAREST
OBSTRUCTION
D
CONCRETE PIER FOUNDATION TO ACHIEVE A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS.
CONCRETE DEPTH TO BE A MINIMUM OF 6" BELOW FROST LINE (48" MINIMUM, TYP.) - SEE
PIER FOUNDATION DETAIL ON SHEET C-7
12 #2 SOLID, TINNED, BARE COPPER LEADS TO COMPOUND GROUND RING
13 EXISTING SUB -GRADE
5'-0"
FRONT VIEW
NOTE:
CONTRACTOR TO INSTALL NUMBERED
MULE -TAPE IN ALL CONDUITS.
r0
•
r O
p
r0
rONE
IJ W W
PLAN VIEW
C� !n
J
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a
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wCD o
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4
MULTI -CARRIER UTILITY RACK DETAIL
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
5'-0"
REAR VIEW
CONDUIT
CHART
CALLOUT
SIZE
TYPE
O1"
PVC
SCHEDULE
40
OB
2"
PVC
SCHEDULE
40
3"
PVC
SCHEDULE
40
O4"
PVC
SCHEDULE
40
NOTE:
1. 2" WEATHER HEADS PLACED ON EACH END OF THE
CONDUIT RUN.
CITYSWIT CH
1900 CENTURY PLACE, SUITE 320
ATLANTA, GA 30345
O
INFRASTRUCTURE
Imo' SERVICES
ENGINEERING INNOVATION
FDH INFRASTRUCTIRE SERVICES, LW
5521 MERIDIEN DRIVE RALEIGH, NC 27516
PHONE: 919-755-1012 FAX 919-755-1031
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
SUBMITTALS
REV I DATE I DESCRIPTION I BY 1CHKD
Dennis D. Abel, PE �><ILI I I of 10 �..� `. � �!.
Florida License No. 62750 1'�❑AlV't.r
,
This item has been digitally t ••• 111 �r
signed and sealed by Dennis D. `% •. ....
Abel, PE, on the date indicated ••`,1,/ N,Q A
herein. Printed copies of this a, y ✓�•.so,
tlocumentare not considered Q .1
n
signed and sealed and the No
signature must be wrired on 1 �� " ��
any electronic copies.
p'; STATE OF
Digitally signed % IQ •
by Dennis Abel ���'•'c( �+
2D021.11.30 5�,��AL ?�•r
08:09:53-05'00' ����Nl1!!�l���
11/29/21
DENNIS D. ABEL, PE
FDH INFRASTRUCTURE SERVICES, LLC
COA 28282
FDH JOB NUMBER:
PR-006900
SITE ID:
FLC034
SITE NAME:
OKEECHOBEE
FA LOCATION:
ADDRESS.
1117 NW 9TH ST
OKEECHOBEE, FL 34972
SHEET TITLE:
METER & TELCO RACK
SHEET NUMBER:
E-2
SECTION FOR USE
UNDER PAVEMENT OR
_VEHICLE TRAFFIC AREAS
SECTION FOR USE
UNDER GRASS OR BARE
GROUND AREAS
0..�
�1'
RESTORE SURFACE COURSE
AND BASE COURSE MATERIAL
TO ORIGINAL CONDITION
=_ - COMPACTED
6" UTILITY WARNING TAPE PROVIDED &
NATIVE SOIL
PLACED BY CONTRACTOR. TAPE TO BE
SPACED AS NECESSARY TO PROVIDE _
WARNING FOR ALL UNDERGROUND UTILITIES.
GRAVEL BASE COMPACTED
TO 90% STANDARD PROCTOR �xx
MAXIMUM DRY DENSITY
SAND
D_ LU
o z
J
O
N
N O
O_
L� Li
o�
Of o
J J
J m
CD
T \_PROPOSED CONDUITS FOR
ELECTRICAL OR TELCO SERVICE
N 4" (TYP.)
ELECTRICAL OR TELCO TRENCH DETAIL
11 "x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
SECTION FOR USE SECTION FOR USE
UNDER PAVEMENT OR UNDER GRASS OR BARE
VEHICLE TRAFFIC AREAS GROUND AREAS
RESTORE SURFACE COURSE
AND BASE COURSE_
MATERIAL TO ORIGINAL
CONDITION
6" UTILITY WARNING TAPE PROVIDED &
PLACED BY CONTRACTOR. TAPE TO BE
SPACED AS NECESSARY TO PROVIDE
WARNING FOR ALL UNDERGROUND UTILITIES.
GRAVEL BASE COMPACTED
TO 90% STANDARD
PROCTOR MAXIMUM DRY
DENSITY
N
PROPOSED CONDUITS FOR
ELECTRICAL SERVICE
NOTE:
CONTRACTOR TO INSTALL NUMBERED
MULE -TAPE IN ALL CONDUITS.
NOTE:
CONTRACTOR TO INSTALL NUMBERED
MULE -TAPE IN ALL CONDUITS.
�2-0
COMPACTED
NATIVE SOIL w
III -III -III -III
/
o�
SAND �0
______
o�
- - -
wJ
wm
0
OD
D
11�j
PROPOSED CONDUITS FOR
TELCO SERVICE
4" (TYP.)
1 -0"
JOINT UTILITY TRENCH DETAIL
1 1 "x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
CITYSWIT CH
1900 CENTURY PLACE, SUITE 320
ATLANTA, GA 30345
INFRASTRUCTURE
01 SERVICES
ENGINEERING INNOVATION
FDH INFRASTRUCTIRE SERVICES, LW
8521 MERIDIEN DRIVE RALEIGH, NC 27615
PHONE: 919-755-1012 FAX 919-755-1031
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
SUBMITTALS
V I DATE DESCRIPTION rBY 7CH
Dennis D. Abel, PE
v Florida License No. 62750 V� This item has been digitally t��+• C ❑1`{/�
III •��r,
signed and sealed by Dennis D. +1 �' •••••��•••� rr
`O Abel, PE, on the date indicated .%% J **,GN� •rj� rrr,
herein. Printed copies of this
/► _ document are not considered
signed and sealed and the No 132750r4
:�,r
signature must be verified on
any electronic copies. w • �'�'
!' Digitally signed gip' w
g y g rQ STATE OF =�LilL
by Dennis Abel 0.�5", .A� 4,
Date: ��tt'S • .0 A 1 �.•�o4,�.``
2021.11.30 �i��MA E�►����
08:10:21-051001
11/29/21
DENNIS D. ABEL, PE
FDH INFRASTRUCTURE SERVICES, LLC
COA 28282
FDH JOB NUMBER:
PR-006900
SITE ID:
FLC034
SITE NAME:
OKEECHOBEE
FA LOCATION:
ADDRESS.
1117 NW 9TH ST
OKEECHOBEE, FL 34972
SHEET TITLE:
ELECTRICAL DETAILS
SHEET NUMBER:
E-3
NOTES:
1. ALL GROUNDING CONDUCTORS IN EARTH #2 SOLID BARE t
TINNED COPPER (SBTC). i
2. ALL CONDUCTOR CONNECTION IN EARTH EXOTHERMICALLY CITY 5 W ITC H
WELDED.
3. ALL FENCE POST, TOWER LEGS, FRAME, ETC. METALLIC
CONDUCTOR BONDS EXOTHERMICALLY WELDED.
4. ALL GROUND BAR CONNECTIONS MECHANICALLY BONDED WITH
2-HOLE CONNECTORS LISTED AND SUITABLE FOR THE
APPLICATION.
5. MINIMUM 2-FT SEPARATION BETWEEN GROUND RINGS AND
FOUNDATIONS IN ALL LOCATIONS.
CALLOUTS:
(D #2 SOLID BARE TINNED COPPER CONDUCTOR 30" BELOW
GRADE OR 6" BELOW FROST LINE, WHICH EVER IS GREATER
(TYP.) MINIMUM 24" BENDING RADIUS.
O 5/8"x10' COPPER CLAD GROUND ROD (MIN. 10' APART).
O BOND ALL CORNER POSTS.
O4 5/8"0 10' LONG COPPER CLAD GROUND ROD WITH INSPECTION
WELL, TOP OF GROUND ROD MAX 24" BURIED.
O BOND TOWER TO TOWER GROUND RING WITH #2 AWG SOLID
TINNED GROUND WIRE. 2 CONNECTIONS EACH ORIENTED IN
OPPOSITE DIRECTIONS ON GROUND RING (TYP.)
O6 #2 SOLID BARE TINNED COPPER LEADS (FROM GATE POST TO
COMPOUND GROUNDING).
O7 BRAIDED STRAP CONNECTIONS (FROM GATE POST TO GATE).
O PROPOSED CHAIN LINKED FENCE.
O GROUND PROPOSED METER AND DISCONNECT.
10 PROVIDE AN EXTERNAL #2 TINNED COATED GROUND LEAD
FROM GROUND RING TO ALL METAL CABINETS ON UTILITY
BACKBOARD (TELCO, ELECTRIC, BREAKER PANELS, METER
RACKS, JUNCTION BOXES, ETC.) SLEEVED IN CONDUIT FROM
JUST BELOW GRADE TO SAND CABINETS USING BURNDY TYPE
2 LONG BARREL LUGS WITH NO -OK OR COPPER SHIELD
11 BOND THE #6 GREEN INSULATED CONDUCTOR FROM METER
PANEL AND DISCONNECT TO SEPARATE GROUND
12 BOND THE #2 SOLID BARE TINNED COPPER LEADS FROM
H-FRAME & EXOTHERMIC WELD TO COMPOUND GROUND RING
13 PROPOSED GROUND LEAD TAIL
14 TOWER GROUND BAR.
x- X- X- X- X- X- X- X- x x x X�
x \ ,/ x
x \�\ /' x
\ 4
7 j5"/
/ ' \ J x
I
x
x
I
LxXXX X77-
X-X -XXXX
13 3
LEGEND
- - #2 SOLID BARE TINNED COPPER CONDUCTOR
MECHANICAL CONNECTION
(BURNDY OR EQUIVALENT)
EXOTHERMIC CONNECTION
(CADWELD OR EQUIVALENT)
�O1
INSPECTION WELL
O
W/ A PURE
IACOPPER
JACKET (10'LM MIN. SEPARATION)
COMPOUND GROUNDING PLAN
11"x17" SCALE: 1" = 10'
24"x36" SCALE: 1" = 5'
10, 0 10, 20'
Dennis D. Abel, PE
Florida License No. 62750
This item has been digitally
signed and sealed by Dennis D.
Abel, PE, on the date indicated
herein. Printed copies of this
document are not considered
Iand sealed and the
signature must be verified on
any electronic copies.
Digitally
signed by
Dennis Abel
Date:
2021.11.30
08:10:49-05'00'
LEGEND:
OVERHEAD POWER
- x x - PROPOSED CHAIN -LINK FENCE
- X EXISTING FENCE
EXISTING EASEMENT
PROPOSED CORRIDOR
-- RIGHT-OF-WAY
PROPOSED LEASE AREA
EXISTING ROAD / TURNAROUND
- - - - PROPERTY LINE
1900 CENTURY PLACE, SUITE 320
ATLANTA, GA 30345
O
INFRASTRUCTURE
SERVICES
ENrINEERING INNOVATION
FOH INFRASTRUCTURE SERVICES, LLC
6521 MERIDIEN DRIVE RALEIGH, NC 27616
PHONE: 9-765-1012 FAX 919-755-1031
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
SUBMITTALS
REV DATE I DESCRIPTION BV CHK'D
0 11/29/2021 CONSTRUCTION MTS JRB
r
D NO 62750 tr
r y ~
r p ' STATE `
'•,•�s.4 aAio.• �.
NNA
11.110fis, Lit
DENNIS D. ABEL, PE
FDH INFRASTRUCTURE SERVICES, LLC
COA 28282
FDH JOB NUMBER:
PR-006900
SITE ID:
FLC034
SITE NAME:
OKEECHOBEE
FA LOCATION:
ADDRESS.
1117 NW 9TH ST
OKEECHOBEE, FL 34972
SHEET TITLE:
COMPOUND
GROUNDING PLAN
SHEET NUMBER:
G-1
11 /29/21 1
CRUSH GRAVEL
FINISHED GRAI
Of k-1
0 Ld
Z � J
LU
mN
O
I � �
N
#2 AWG BARE TINNED
SOLID COPPER WIRE
GROUND RING
-HO. Ma 1,
I- K
CADWELD
CONNECTION
EXOTHERMIC
WELD
5/8"0 x 10'
LONG GROUND
ROD
GROUND
ROD DETAIL
1 1 "x17" SCALE: N.T.S.
24"x36"
SCALE: N.T.S.
NOTES:
MINIMUM ONE TEST WELL SHALL BE PROVIDED BETWEEN THE TOWER
GROUND LOOP AND THE EQUIPMENT GROUND LOOP.
PULL TOP COVER
CRUSH GRAVEL
(NATURAL EARTH COVER)
FINISHED GRADE
(OR APPROVED EQUIVALENT.)
8"0 X 42" PVC
SLOTTED
___,T
TEST WELL PIPE
#2 AWG BARE TINNED
/
SOLID COPPER WIRE
GROUND RING
Of
O Q
N
\�\\//\\//\\/
�j\//\//\/
f
/
\\//\\//�
/ /\//
EXOTHERMIC WELD
z v
\\/\\/\\/
r
/ /\\�
TEST TO GROUND
ro\\
j
t
\\\\
RING (TYP.)
N m
\\\/
\\/
EXOTHERMIC WELD
GROUND RING TO
ROD
2" DIA. HOLE DRILLED
FOR GROUND RING
BOTH SIDES
#2 AWG BARE
TINNED
4" TO 6" OF LOOSE
CRUSHED GRAVEL
SOLID COPPER
GROUND
WIRE
RING
BELOW WELD. WELD
SHALL REMAIN VISIBLE
5/8"0 x 10'
LONG GROUND
ROD
GROUND ROD TEST WELL DETAIL
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
SWINGING GATE
FRAME
FIXED FENCE POST
DOUBLE -LUG
STAINLESS STEEL
MECH. CONNECTION
3/4"x12" LONG
TINNED COPPER
BRAIDED STRAP
(TYP. AT EACH GATE)
(HARGER
#GS34062122A1/4
OR EQUIVALENT)
#2 AWG SOLID
TINNED COPPER WIRE
IN CARFLEX CONDUIT
EXOTHERMIC WELDZ
CONNECTION
/ EXTEND GROUND
RING TO OTHER
BOND EACH CORNER /�
GATE POST
POST AND GATE POST
5/8"x10' LONG
GROUND ROD
EXOTHERMIC WELD
CONNECTION
GATE GROUNDING
DETAIL
11"x17" SCALE: N.T.S.
22"x34" SCALE: N.T.S.
PROPOSED MONOPOLE
TOWER
GROUND BAR AT
MONOPOLE BASE
SUPPLIED BY
OTHERS
EXOTHERMIC
CONNECTION
4" FLEX CONDUIT
EXTENDING 12" BELOW
FINISHED GRADE
MONOPOLE
FOUNDATION
C
#2 SOLID BARE
TINNED COPPER
WIRE, ENCASE
IN 3/4" PVC
CONDUIT
BURIED #2 SOLID
BARE COPPER
GROUND LEAD
FROM EQUIPMENT
GROUND RING
4" O.D. CORNER POST
—5/29 xlu
COPPER CLAD
GROUND ROD
FENCE POST GROUNDING DETAIL
11"x17" SCALE: N.T.S.
22"x34" SCALE: N.T.S.
NOTE:
NONE OF THE GROUNDING WIRE IS
TO PENETRATE THE FOUNDATION IN
ANY MANNER.
CONTRACTOR TO WEATHER
PROOF FLEX CONDUIT
OPENINGS (TYP, ALL ABOVE
GRADE FLEX CONDUIT
OPENINGS)
EXOTHERMIC CONNECTION AT
MONOPOLE BASE (TYR OF 2)
TOP OF FOUNDATION
FINISHED GRADE
1
74
PROPOSED TOWER
GROUND RING
TOWER FOUNDATION
(TYP.)
TOWER FOUNDATION GROUNDING DETAILS
11"x17" SCALE: N.T.S.
22"x34" SCALE: N.T.S.
CITY\WIT CH
1900 CENTURY PLACE, SUITE 320
ATLANTA, GA 30345
O
INFRASTRUCTURE
SERVICES
ENGINEERING INNOVATION
FDH INFR FUCTIRE SERVICES, LW
6521 MERIDIEN DRIVE RALEIGH, NC 27616
PHONE: 919-755-1012 FAX 919-755-1031
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
SUBMITTALS
V I DATE I DESCRIPTION I BY IM
❑ANIF� r�rr
Q` • ■...
�x% ; **%G E NSF.9�R;•.
No 52750 .�
w
• w
OF
STATE +`
• •�11.
�• A" �
rrrte►S' C D A 1 ID A•' \RZ �
Dennis D. Abel, PE
Florida License No. 62750
�.�r,l�"�;'�'��
This item has been digitally
signed and sealed by Dennis D.
11/29/21
Abel, PE, on the date indicated
DENNIS D. ABEL, PE
herein. Printed copies ofthis
document are not considered
FDH INFRASTRUCTURE SERVICES, LLC
signed and sealed and the
COA 28282
signature must be verified on
STATE LICENSE NO. 62750
any electronic copies.
Digitally signet
by Dennis Abel
Date:
2021.11.30
08:11:22 -05'00
FDH JOB NUMBER:
PR-006900
SITE ID:
FLC034
SITE NAME:
OKEECHOBEE
FA LOCATION:
ADDRESS.
1117 NW 9TH ST
OKEECHOBEE, FL 34972
SHEET TITLE:
GROUNDING DETAILS
SHEET NUMBER:
G-2
WIRES FROM GROUND KITS (NUMBER
CORRESPONDS WITH NUMBER OF
FIBER CABLES).
1 /4"X4"X 15"
COPPER GROUND
BAR BONDED TO
TOWER
_ (2) TWO EXOTHERMIC TO
BE USED WITH #2 AWG
SOLID BARE TINNED
COPPER GROUNDING
CONDUCTOR, EXOTHERMIC
WELD TO BURIED
GROUNDING RING AND
GROUNDING BAR
PVC NONMETALLIC CONDUIT SCH 40
TYPE (NMC) CONDUIT WITH STRAP
WITHIN TWO INCHES OF CONDUIT
END
TOWER GROUND BAR
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
CONNECT GROUND WIRES TO
GROUND BAR WITH 2-HOLE
LUGS. ALL SURFACES TO BE
COATED WITH KOPR-SHIELD.
NOTES:
1. ALL HARDWARE
18-8 STAINLESS
STEEL INCLUDING
SPLIT WASHER.
COAT ALL SURFACES
WITH KIPR-SHIELD
BEFORE MATING.
INSPECTION WINDOW IN
2. FOR GROUND BOND
BARREL, REQUIRED FOR
TO STEEL ONLY:
ALL INTERIOR TWO -HOLE
INSERT A DRAGON
CONNECTORS
TOOTH WASHER
BETWEEN LUG AND
3/8"Ox1 1/2"
STEEL, COAT ALL
SURFACES WITH
KOPR-SHIELD.
STAINLESS STEEL NUT
3. PROVIDE "DO NOT
STAINLESS STEEL LOCK
DISCONNECT" TAG
WASHER EXTERNAL TOOTHED
AS REQUIRED.
STAINLESS STEEL
FLAT WASHER
TINNED COPPER
GROUNDING BAR
STAINLESS STEEL
FLAT WASHER
STAINLESS STEEL
BOLT (1 OF 2)
#2 AWG BARE
TINNED SOLID
COPPER
GROUND WIRE
CADWELD TO
GROUND RING
(TYP. OF 2)
GROUND WIRE
(TYP.)
CADWELD GROUND ROD
(TYP.) TOP VIEW
NOTE: GROUND WIRE
MINIMUM SPACING OF 12" CADWELD
BETWEEN ALL CADWELDS GROUND ROD
CIF)F \/IFW
CLEAR HEAT SHRINK
CLEAR HEAT
SHRINK
.DEL
CADWELD GROUNDING DETAIL
1 1 "k17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
DO NOT DISCONNECT"
TAG ON ALL GROUNDING
1/6" MINIMUM BAR INTERCONNECTS AND
SPACING EQUALIZERS
(REFER TO NOTE #3)
BUT CONDUCTOR
INSULATION UP AGAINST
THE CONNECTOR BARREL
INTERIOR & EXTERIOR TWO HOLE GROUND LUG DETAIL
1 1 "x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
JUMPER FROM
ANTENNA
CABLE BETWEEN
ANTENNA AND BTS
JUMPERS
STANDARD
CABLEWAVE
GROUND KIT
(TYP.)
CABLE BETWEEN
ANTENNA AND BTS
JUMPERS
JUMPER CABLE
FROM BTS
#6 AWG GROUND TO
ANTENNA GROUND BAR
CABLE GROUND KIT CONNECTION DETAILS
11"x17" SCALE: N.T.S.
24%36" SCALE: N.T.S.
GROUND STRAP BODY AND
WEATHERPROOF TAPE SYSTEM
ANDREW GROUNDING CABLE
STAINLESS STEEL
TINNED GROUND HARDWARE
BAR PLATE
0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0
TWO HOLE CRIMP TYPE LUG
PROVIDE BURNDY CAT N0.
YA6CL-2TC38
ANTENNA CABLE (ACTUAL
NO. AS REQUIRED)
ANDREW
GROUNDING
CABLE
A 3/8" x
1-1/2" HEX
BOLT (TYP)
A FLAT
WASHER
(TYP)
L-49rm9ral\mlei1
WEATHERPROOFING KIT
(TAPE, BUTYL & SCOTCH
COTE)
#6 AWG GROUND
TO SECTOR
GROUND BAR
CITYSWIT CH
1900 CENTURY PLACE, SUITE 320
ATLANTA, GA 30345
O
INFRASTRUCTURE
SERVICES
ENGINEERING INNOVATION
FDH INFRASTRUCTURE SERVICES, LW
6- MERIDIEN DRIVE RALEIGH, NC 27616
PHONE: 919-755-1012 FAX 919-755-1031
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
SUBMITTALS
NOTE: REV i DATE i DESCRIPTION I BY ICH
0
DO NOT INSTALL GROUND KIT
AT A BEND AND ALWAYS
DIRECT GROUND WIRE DOWN
TO GIGBE Dennis D. Abel, PE
Florida License No. 62750
This item has been digitally
signed and sealed by Dennis D.
AkI, PE, on the date indicated
herein. Printed .pies ofthis
document are not wnsidered
signed and sealed and the
signature must be verified on 0%,
anyelD✓rl •f1� �.
eRroniccopies. %% A �� •r
by Dennis
Date:
2021.11.31
08:11.58 -I
EXPOSED BARE COPPER TO BE
KEPT ABSOLUTE MINIMUM. NO
INSULATION ALLOWED WITHIN THE
COMPRESSION TERMINAL (TYP)
LOCK WASHER (TYP)
NUT (TYP)
TWO HOLE COPPEpR� COMPRESSION
C7NNECT� /S BACK TO BACK
NOTES:
1. ANTENNA CABLE GROUNDING AT ANTENNA SHALL BE SIMILAR AS APPLICABLE. TYPICAL FOR ALL BONDING CONDUCTOR
CONNECTIONS TO GROUND BAR PLATE.
2. DOUBLING "UP" OR "STACKING" OF CONNECTIONS IS NOT PERMITTED. OXIDE -INHIBITING JOINT COMPOUND TO BE USED
ON ALL EXTERIOR CONNECTIONS.
3. PROVIDE ANDREW 36" GROUNDING CABLE REQUIRING FIELD ATTACHABLE CRIMP ON LUG. DO NOT USE THE LUGS
PROVIDED WITH THE GROUNDING KIT. PROVIDE TWO HOLE LUGS AS SHOWN IN ANTENNA CABLE GROUNDING AND
GROUND BR PLATE CONNECTIONS DETAILS. AT ANTENNA, PROVIDE CRIMP TYPE "C" TAP FOR CONNECTION TO GROUND
CONDUCTOR. GROUNDING CABLE SHALL BE FIELD CUT TO SHORTEST LENGTH POSSIBLE.
ANTENNA CABLE & GROUND BAR CONNECTIONS
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
ned�� GEIV
bE`^Q, 80
No ;I . %�
�w
• w
STATE +`
• OF
0• A-
DENNIS D. ABEL, PE
FDH INFRASTRUCTURE SERVICES, LLC
COA 28282
FDH JOB NUMBER:
PR-006900
SITE ID:
FLC034
SITE NAME:
OKEECHOBEE
FA LOCATION:
ADDRESS.
1117 NW 9TH ST
OKEECHOBEE, FL 34972
SHEET TITLE:
GROUNDING DETAILS
SHEET NUMBER:
G-3
11/29/21 1
ELECTRICAL —GROUNDING ROD SYSTEM NOTES:
9. UTILITY COMPANY COORDINATION: ELECTRICAL CONTRACTOR
w
1.
ALL GROUNDING CONNECTIONS SHALL BE MADE BY THE
SHALL CONFIRM THAT ALL WORK IS IN ACCORDANCE WITH
l
EXOTHERMIC PROCESS CONNECTIONS SHALL INCLUDE ALL
THE RULES OF THE LOCAL UTILITY COMPANY BEFORE
C
CABLE TO CABLE, SPLICES, ETC. ALL CABLE TO GROUND
SUBMITTING THE BID, THE CONTRACTOR SHALL CHECK WITH
I T Y 5 W ITC H
RODS, GROUND RODS SPLICES, AND LIGHTNING PROTECTION
THE UTILITY COMPANIES SUPPLYING SERVICE TO THIS
SYSTEM AS INDICATED. ALL MATERIALS USED (MOLDS,
PROJECT AND SHALL DETERMINE FROM THEM ALL EQUIPMENT
WELDING, METAL, TOOLS, ETC.) SHALL BE BY EXOTHERMIC
AND CHARGES WHICH THEY WILL REQUIRE AND SHALL
1900 CENTURY PLACE, SUITE 320
PROCESS AND INSTALLED PER MANUFACTURERS
INCLUDE THE COSTS IN THE BID.
ATLANTA,GA 30345
RECOMMENDATIONS AND PROCEDURES. GROUND CONDUCTOR
SHALL HAVE A MINIMUM 24" BENDING RADIUS.
10. THIS GROUNDING SYSTEM HAS BEEN DESIGNED TO ACHIEVE A
RESISTANCE MEASUREMENT PERFORMANCE OF 5 OHMS OR
2.
ALL EXOTHERMIC CONNECTIONS ON GALVANIZED SURFACES
LESS. SHOULD THE RESULT NOT ACHIEVE THIS DESIRED
SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH
PERFORMANCE, CONTACT ENGINEER FOR FURTHER ACTION.
SURFACE WITH (2) TWO COATS OF SHERWIN —WILLIAMS GALVITE
(WHITE) PAINT B50W3 (OR EQUAL) OR SHERWIN —WILLIAMS
GROUND RINGS ARE TO BE INSTALLED A MINIMUM OF 2'-0"
FROM EQUIPMENT TOWER.
SILVERBRITE (ALUMINUM) B59S11 (OR EQUAL).
AND
3.
ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL
O
HAVE A CONDUCTIVE RUST AND CORROSION INHIBITOR (T&B
�; INFRASTRUCTURE
KOPR—SHIELD OR EQUIVALENT) APPLIED TO CONNECTION.
ELECTRICAL —GROUNDING ROD SYSTEM NOTES:
SERVICES
4.
INSTALL ALL GROUND RODS VERTICALLY IN UNDISTURBED
1. GROUND RODS SHALL BE INSTALLED NO CLOSER THAN 10—FT
ENGINEERING INNOVATION
EARTH. WHERE SOLID ROCK IS ENCOUNTERED, INSTALL MAX
APART.
UHINFRANRIVE RAEIGH,RE NC LW
8521 MERIDIEN DRIVE RALEIGH, NC 27818
45' ANGLE AWAY FROM EQUIPMENT, TOWER, OR OTHER ABOVE
PHONE: 919-755-1012 FAX 919-755-1031
GROUND ELEMENTS BEING PROTECTED.
2. GROUND RODS SHALL BE INSTALLED WITH TOPS AT THE SAME
THE INFORMATION CONTAINED IN THIS SET OF
DEPTH AS GROUNDING SYSTEM CONDUCTOR (RING OR RADIAL).
DOCUMENTS IS PROPRIETARY BY NATURE.
5.
GROUND RING AROUND BUILDING SHALL BE #2 SOLID TINNED
REPRODUCTION OR CAUSING TO BE REPRODUCED
BARE COPPER (SBTC), BARE TINNED COPPER CONDUCTOR, IN
3. ALL BELOW GRADE GROUND RINGS AND GROUND LEADS SHALL BE
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
CONTACT WITH BARE EARTH AT A MINIMUM DEPTH OF 36".
#2 AWG SOLID, TINNED BARE COPPER WIRE.
ALL CONDUCTOR BENDS SHALL NOT BE LESS THAN A
SUBMITTALS
MINIMUM RADIUS OF 24".
4. ALL BELOW GROUND CONNECTIONS SHALL BE EXOTHERMIC WELDS.
REV DATE DESCRIPTION BY I-
6.
THE FENCE AND GATE POSTS SHALL BE BONDED TO THE
5. UNLESS PROVIDED WITH A FACTORY APPLIED LEAD, ALL
0 11/29/20211 CONSTRUCTION MTS JRB
GROUNDING SYSTEM WITH #2 SBTC EXOTHERMICALLY WELDED
CONNECTIONS TO GROUND BARS SHALL BE BURNDY HYGROUND
TO THE POST. BOND SWING GATE TO GATE POST WITH #4/0
COMPRESSION LUGS OR EQUAL.
FLEXIBLE COPPER STRANDED CONDUCTOR (WELDING
Dennis D. Abel, PE _
Florida Uceree No. 62760 Digitally siigTed
CONDUCTOR OR SIMILAR). ALL CONNECTIONS SHALL BE
6. STEEL SHALL BE TO BARE METAL. GRIND GALV. FINISH OR PAINT
This item has been digitally —
EXOTHERMICALLY WELDED WITH COLD —GALVANIZED PAINT
OFF PRIOR TO WELDING, REPAIR GALV. FINISH OR PAINT AS
signadandsealed byDennisD.—
AbaI, PE, on the date Indicated
APPLIED AFTER WELDING.
REQUIRED, MATCH PAINT COLOR.
herein. PrintedcoplesoI
document are not considered =�
7.
BOND ALL CONDUCTIVE ELEMENTS TO GROUNDING SYSTEM
7 ALL LUG CONNECTORS SHALL BE 2 HOLE LONG BARREL
COMPRESSION TYPE OR APPROVED EQUAL.
signed and sealed and the ■■ ��..{ !�j I r
signaturemustbawrif`edon Iffit
�,J -05 00
THAT ARE WITHIN 5—FT OF ANY PART OF GROUNDING SYSTEM
any f(
n lectroniccopies. r*Vf(�+ N/r �/
OR WITHIN 20—FT OF TOWER RING USING SIMILAR SYSTEMS
8. ALL HARDWARE TO ATTACH MECHANICAL GROUND CONNECTIONS
_
<
\1 �� +��.,� ��
\ [� +
AS APPLIED TO FENCE CORNER POSTS.
SHALL BE STAINLESS STEEL.
\ r4,r EIV F +
\\!. ■=7 S�
8.
ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL
GROUNDING CONSTRUCTION
9. ALL MECHANICAL CONNECTIONS SHALL HAVE CONDUCTIVE
� Q .
Z No III
r
INSTALLATION AND MAY VARY DUE
ANTI —OXIDANT COMPOUND APPLIED BETWEEN COMPRESSION LUG
+
TO THE SPECIFIC SITE CONDITIONS.
AND FIXTURE.
"*r =
� •
LEAD IDENTIFICATION & DESCRIPTION:
25 RING TO NEAREST LIGHTNING ROD #2 SBTC
; STAT
. OF kl.
Q E
RING, EXTERNAL 2 SBTC
ENCASED URIED /RODS
26 LIGHTNING ROD SYS TO NEARBY MTL NFPA 7801
27 RING TO TOWER RING
•,,V,
1A RING, CONCRETE #2 SBTC
2 DEEP ANODE (TO IMPROVE OHMS) ROD OR PIPE
28 RING TO SHELTER RING (2) #2 SBTC
6N....... G1%iii;
,��AL
3 RING TO BLDG STL FRAME #2 SBTC
29 BRANCH AC PNL TO BTTY CHG FIRM NSTD33-11
G����
••"Ofoi11i� ,
30 BRANCH AC PNL TO OUTLETS NSTD33-11
4 MAN AC PANEL NEUTRAL BUS TO (2)
GROUND RODS, ISOLATED FROM LEAD #1 NEC 250.66
31 MGB/FGB TO PWR, BTTY FRAMES #2/0 I—STR
32 #31 TO BATTERY CHARGER FRAME #6 I—STR
11/29/21
5 RING TO GROUND BAR (2) #2 SBTC
33 #31 TO BATTERY RACK FRAME #6 I—STR
ENNIS D. ABEL, PE
6 RING TO EXT MTL OBJECT #2 SBTC
34 #31 TO PCU FRAME #6 I—STR
FDDH INFRASTRUCTURE SERVICES, LLC
COA28282
7 DEEP ANODE TO MGB NSTD33-9
8 AC PANEL TO WATER METER NEC 250.66
35 #31 TO DCU FRAME #6 I—STR
STATE LICENSE NO.62750
9 EXT WATER TO INT WATER PIPES NSTD33-9
36 #31 TO PCU FRAME #6 I—STR
FDH JOB NUMBER:
10 INT WATER PIPE TO MGB NSTD33-9
37 MGB/FGB TO BTTY RETURN NSTD33-14.5
PR-006900
11-12 NOT USED
37A MGB/FGB TO RTN TERM CARR SUPP #6 1—STR
13 AC PANEL TO MGB NSTD33-9
38 FGB TO PDU GB #750MCM I—STR
14 MGB/FGB TO BLDG STL FRAME #2/0 I—STR
38A FGB TO PDU GB CARRIER SUPPLY #2/0 I—STR
SITE ID:
14C MGB/FGB TO ROOF/WALL MTL PNL #1/0 I—STR
39 DC BUS DUCT TO NEXT SECTION #6 1—STR
FLC034
15 MGB/FGB TO FGB—HE SAME FLOOR #2/0 I—STR
40 DC BUS DUCT TO MGB/FGB #6 I—STR
16 NOT USED
41A MGB/FGB TO #58 #2/0 I—STR
SITE NAME:
16A ECPGB TO CABLE ENTRY RACK #1/0 I—STR
42-44 NOT USED
OKEECHOBEE
17 MGB TO CABLE SHIELDING #6 I—STR
45 MAIN AC PNL TO BRANCH AC PNL NSTD33-11
17A ECPGB TO CABLE SHIELDING #6 I—STR
46 BRANCH AC PNL TO DIED OUTLET NSTD33-11
FA LOCATION:
17B MGB/FGB TO F-0 SPLICE SHELF #1 I—STR
47 FGB TO INTEG TRIM #2 I—STR
18 LOWEST MGB/FGB TO HIGHEST FGB #2/0 I—STR
48 LEAD #31 TO INTEG FIRM #6 I—STR
19 LEAD 18 TO OTHER FGB, <6' #2/0 I—STR
49 INTEG TRIM TO EQUIP SHELF BY FASTENERS
20 MGB/FGB TO BRANCH AC PNL #6 I—STR
50 PDU BTTY PET TO #51 #2/0 I—STR
ADDRESS.
20A NEAREST GRIND TO DISCONNECT PNL NEC 250.66
51 #50 TO TRANS FROM ISO DC PWR #6 I—STR
1117 NW 9TH ST
20B GWB TO AC DISTR PNL #6 I—STR
52 TRANS FIRM FUSE TO FIRM OR BAR #8 I—STR
OKEECHOBEE, FL 34972
21 MGB/FGB TO INT HALO #2 I—STR
53A MGB/FGB TO PDF/BDFB NSTD33-22
21A INTERIOR 'GREEN' HALO #2 I—STR
54 MGB/FGB TO STATIC DEVICES #6 1—STR
21 B INT HALO TO EXT RING #2 SBTC
55 MGB/FGB TO CABLE AT ENTRY #6 1—STR
SHEETTITLE:
21C INT HALO TO EQUIPMENT MTL #6 I—STR
56 MGB/FGB TO AC PWR RADIO XMTTR #6 1—STR
GROUNDING NOTES
22 ROOF TOWER RING TO ROOF GRIND NFPA 780
57A MGB/FGB TO CBLGRID/RUNWAY #2/0 I—STR
23 MGB/FGB TO ECPGB, SAME FLOOR #1 I—STR
58A #41A TO AISLE FRAME #2 1—STR
23A MGB/FGB TO CXR—HF LINR PROT #6 I—STR
59A #58A TO EACH SGL FRAME GRIND #6 I—STR
SHEET NUMBER:
24 ECPGB TO EACH PROTECTOR ASSEMBLY #6 I—STR
60-89 NOT USED
24A LOWER PROT ASSY TO UPPER #6 I—STR
90 GENERATOR FRAME TO EXT RING #2 SBTC
G —