HomeMy WebLinkAboutFT Pierce Monopole Construction Drawings'$7(7,7/(6,*1$785(
A/E DOCUMENT REVIEW STATUSDRIVING DIRECTIONSDESIGN INFORMATION
PROJECT SUMMARY DRAWING INDEX
CODE COMPLIANCE PROJECT DESCRIPTION DO NOT SCALE DRAWINGS
PROPOSED MONOPOLE
70RELOH
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
T-1SHEET NUMBER:
FT. PIERCE
MAS
SITE NAME:
PROPOSED 150' MONOPOLE
SITE NUMBER:
WIRELESS TELECOMMUNICATIONS FACILITY
x
x
x
x
x
&$//)/25,'$21(&$//
&$//:25.,1*'$<6
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5
AREA MAP LOCATION MAP
126&$/(126&$/(
FT. PIERCE
PIFL067
N88° 01' 34"W 639.80'N00° 07' 49"W 563.38'S88° 01' 34"E 654.10'S01° 19' 27"W 563.04'S00° 07' 49"E 53.50'
S00° 07' 49"E 60.04'S01° 19' 27"W 617.00'N88° 01' 34"W 409.36'
N90° 00' 00"W 50.00'N00° 00' 00"E 182.34'12-12-2019
SURVEYOR'S NOTES
1. BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE MONUMENTED WEST RIGHT-OF-WAY LINE OF ENTERPRISE ROAD AS BEARING S01° 19' 27"W.
2. THE BOUNDARY & TOPOGRAPHIC SURVEY SHOWN HEREON IS BASED ON ACTUAL FIELD MEASUREMENTS AND OBSERVATIONS DATED NOVEMBER 14, 2018.
3. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
4.CENTER OF EXISTING TOWER LATITUDE, LONGITUDE AND ELEVATION SHOWN HEREON WERE ESTABLISHED FROM DIFFERENTIAL GPS OBSERVATIONS. THE VALUES FOR THE TOWER LATITUDE, LONGITUDE AND ELEVATION SHOWN
HEREON EXCEED FAA "2-C" ACCURACY REQUIREMENTS. ELEVATION IS NAVD 88 AS REFERENCED TO ST. LUCIE COUNTY VERTICAL CONTROL POINT "RBH" WITH A PUBLISHED ELEVATION OF 5.1378 METERS (16.86 FEET).
5. THE IS A BOUNDARY & TOPOGRAPHIC SURVEY OF THE PI TELECOM INFRASTRUCTURE LEASE PREMISES AND EASEMENT. THIS IS NOT A BOUNDARY SURVEY OF THE PARENT TRACT. THE PURPOSE OF THIS SURVEY IS TO SHOW
IMPROVEMENTS ASSOCIATED WITH A PROPOSED TELECOMMUNICATIONS FACILITY, PROVIDE LEGAL DESCRIPTIONS FOR SAID FACILITY AND ASSOCIATED EASEMENT, AND SET SURVEY MONUMENTS AT THE LEASED PREMISES CORNERS.
6. MEASURED BEARINGS AND DISTANCES WERE IN SUBSTANTIAL AGREEMENT WITH RECORD DATA UNLESS OTHERWISE NOTED.
7. PROPERTY TIES ARE PERPENDICULAR MEASURE UNLESS OTHERWISE NOTED.
8.THE EXPECTED USE OF THIS SURVEY AND MAP IS COMMERCIAL AND ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN FEET. THE ACCURACY OF CONTROL MEASUREMENTS MEETS OR EXCEEDS
STANDARDS OF ACCURACY BASED ON THE EXPECTED USE OF THE SURVEY AND MAP.
9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
10. SEE SHEET 2 FOR SKETCH AND DESCRIPTIONS OF THE PI TELECOM INFRASTRUCTURE, LLC LEASED PREMISES AND EASEMENT AND TOPOGRAPHIC INFORMATION.
PROFESSIONAL SURVEYOR & MAPPER FLA. LICENSE NO. 6391
IN SECTION 28, TOWNSHIP 35 SOUTH, RANGE 40 EAST,
ST. LUCIE COUNTY, FLORIDA
PLAT OF BOUNDARY &
TOPOGRAPHIC SURVEY
OF PI TELECOM INFRASTRUCTURE, LLC
LEASED PREMISES
DAVID W. STONECYPHER
pi-ft.pierce 2.survey.dwg
DWS
DWS
25/35
19-0084
1" = 60'
NOVEMBER 14, 2018
BOOK/PAGE
CHECKED
DRAWN
DRAWING #SHEET #
PROJECT #
SCALE
DATE
COMMUNICATION TOWER SITE
SITE NAME: FT. PIERCE 2
PI TELECOM INFRASTRUCTURE, LLC
TITLE COMMITMENT NOTES
THIS SURVEY MAP DEPICTS THE LOCATION OF RECORDED ENCUMBRANCES, EASEMENTS, AND OTHER MATTERS LISTED IN SCHEDULE B SECTION II OF THE COMMITMENT FOR TITLE INSURANCE, FILE NUMBER: 24263177, PREPARED BY
FIDELITY NATIONAL TITLE INSURANCE COMPANY, DATED NOVEMBER 6, 2018.
PARENT PARCEL
TAX PARCEL 2428-133-0001-000-6
OWNER: SILVER-LINE PLASTICS CORP.
O.R. 3339, PAGE 2730
STONECYPHER
SURVEYING INC.
Professional Surveying & Mapping Certificate of Authorization No.: LB 7810
1225 NW 16TH AVENUE GAINESVILLE, FLORIDA 32601
Tel.: (352) 379-0948
Email: dstonecypher@att.net
WWW.STONE-SURVEY.COM
1 OF 2
VICINITY MAP
SITE
ITEM 9 - O.R. 359, PAGE 280 - DOES NOT AFFECT PI TELECOM INFRASTRUCTURE, LLC LEASE PARCEL OR EASEMENT.
ITEM 10 - O.R. 384, PAGE 1452 - DOCUMENT DESCRIBES 47' SPUR TRACK EASEMENT PLOTTED HEREON. DOES NOT AFFECT PI TELECOM INFRASTRUCTURE, LLC LEASE PARCEL OR EASEMENT.
ITEM 11 - O.R. 384, PAGE 1454 & O.R. 1088, PAGE 798 - DOCUMENTS DESCRIBE 47' SPUR TRACK EASEMENT PLOTTED HEREON. DOES NOT AFFECT PI TELECOM INFRASTRUCTURE, LLC LEASE PARCEL OR EASEMENT.
ITEM 12 - O.R. 681, PAGE 1831 - DOCUMENT DESCRIBES 60' ROAD SOUTH OF PARENT TRACT. DOES NOT AFFECT PI TELECOM INFRASTRUCTURE, LLC LEASE PARCEL OR EASEMENT.
ITEMS 13-15 - DOCUMENT DESCRIPTIONS INCLUDE LARGE AREA ENCOMPASSING PARENT TRACT.
ITEM 16 - O.R. 1319, PAGE 164 - DOES NOT AFFECT PI TELECOM INFRASTRUCTURE, LLC LEASE PARCEL OR EASEMENT.
ITEM 17 - O.R. 1656, PAGE 2647 - DOCUMENT DESCRIBES 35' DRAINAGE EASEMENT PLOTTED HEREON. DOES NOT AFFECT PI TELECOM INFRASTRUCTURE, LLC LEASE PARCEL OR EASEMENT.
ITEMS 18-22 - DOCUMENT DESCRIPTIONS INCLUDE THE RAILROAD RIGHT-OF-WAY NORTH OF PARENT TRACT. DOES NOT AFFECT PI TELECOM INFRASTRUCTURE, LLC LEASE PARCEL OR EASEMENT.
ITEM 23 - O.R. 3978, PAGE 2189 - DOCUMENT REFERENCES A 50'x50' LEASED PREMISES AND EASMENT(S) TO BE LOCATED ON THE PARENT TRACT DESCRIBED HEREON. NOT PLOTTABLE.
INDICATES 5/8" REBAR & CAP SET STAMPED "PSM 6391"
INDICATES 1/2" REBAR & CAP FOUND STAMPED "LS 2391"
INDICATES 1/2" REBAR & CAP FOUND STAMPED "PSM 2791"
INDICATES OFFICIAL RECORDS BOOK
INDICATES UTILITY POLE
INDICATES FIRE HYDRANT
INDICATES WOOD LIGHT POLE
INDICATES 6' CHAIN LINK FENCE
INDICATES OVERHEAD UTILITY WIRES
INDICATES RIGHT-OF-WAY
INDICATES RECORD DATA WHEN DIFFERENT THAN MEASURED
LEGEND
O.R.
PARENT PARCEL (TAX PARCEL 2428-131-0001-000-6) DESCRIPTION PER O.R. 3339, PAGE 2730
THAT PART OF THE WEST 1/2 OF THE EAST 1/2 OF SECTION 28, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, LYING SOUTH OF THE FLORIDA EAST COAST RAILROAD, LAKE HARBOR BRANCH, AND NORTH OF CANAL
NUMBER 10, LESS THE TRACT CONVEYED TO FORT PIERCE GROWERS ASSOCIATION AS DESCRIBED IN. WARRANTY DEED DATED JANUARY 24, 1972, AND RECORDED IN O.R. BOOK 199, PAGE 1420, OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA. LESS AND EXCEPTING THE SOUTH 60.00 FEET THEREOF AND THE RIGHT OF WAY FOR ENTERPRISE ROAD, AS NOW LAID OUT AND IN USE. SUBJECT TO A PREVIOUSLY EXISTING RESERVATION OR A PERPETUAL
EASEMENT CREATED IN O.R. BOOK 384, PAGE 1452 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, DESCRIBED THEREIN AS FOLLOWS: "THE GRANTORS HEREBY RESERVE FOR THEMSELVES AND THEIR ASSIGNS, A PERPETUAL EASEMENT
OVER AND UPON THE WESTERLY 47 FEET OF THE ABOVE DESCRIBED PROPERTY FOR THE PURPOSE OF PRESERVING TO THE GRANTORS, THE HEIRS AND SUCCESSORS IN INTEREST, THAT RAILROAD SPUR TRACK LOCATED THEREON,
INCLUDING THE RIGHT TO USE SAID RAILROAD SPUR TRACK TO BRING EQUIPMENT, MATERIAL OR PRODUCTS FROM FEC RAILWAY LINE TO THE REMAINING PROPERTIES OWNED BY SAID GRANTORS, AND TO DELIVER PRODUCTS, AND
EQUIPMENT FROM THE PROPERTY OF THE GRANTORS TO THE FEC RAILWAY LINE, TO REPAIR, MAINTAIN AND USE SAID RAILROAD SPUR TRACK IN ALL MANNERS CUSTOMARILY FOLLOWED IN USING A RAILROAD SPUR TRACK AND TO
COMPLY WITH ALL OF THE REQUIREMENTS AND OBLIGATIONS BETWEEN THE GRANTORS AND FEC RAILWAY COMPANY CONCERNING SAID RAILROAD SPUR TRACK." "THE EASEMENT RESERVED BY GRANTOR IS FOR THE USE OF SAID
RAILWAY LINE IN COMMON WITH GRANTEES, THEIR SUCCESSORS AND ASSIGNS, AS IS MORE FULLY SET OUT IN A MAINTENANCE AGREEMENT EXECUTED AND RECORDED CURRENTLY HEREWITH."
PI TELECOM INFRASTRUCTURE, LLC LEASED PREMISES DESCRIPTION
A PARCEL OF LAND LYING IN THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF DIGIORGIO ROAD (A 60-FOOT WIDE RIGHT-OF-WAY) AND THE WEST RIGHT-OF-WAY LINE OF ENTERPRISE ROAD (A 60-FOOT WIDE
RIGHT-OF-WAY); THENCE N88° 01' 34"W ALONG SAID NORTH RIGHT-OF-WAY LINE FOR 409.36 FEET; THENCE N00° 00' 00"E FOR 182.34 FEET; THENCE N90° 00' 00"W FOR 50.00 FEET TO THE POINT OF BEGINNING
OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE S00° 00' 00"E FOR 50.00 FEET; THENCE N90° 00' 00"W FOR 50.00 FEET; THENCE N00° 00' 00"E FOR 50.00 FEET; THENCE N90° 00' 00"E FOR 50.00 FEET TO THE
POINT OF BEGINNING. SAID PARCEL OF LAND SITUATE, LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA CONTAINING 2,500 SQUARE FEET MORE OR LESS.
PI TELECOM INFRASTRUCTURE, LLC ACCESS & UTILITIES EASEMENT DESCRIPTION
AN EASEMENT PARCEL OF LAND LYING IN THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF DIGIORGIO ROAD (A 60-FOOT WIDE RIGHT-OF-WAY) AND THE WEST RIGHT-OF-WAY LINE OF ENTERPRISE ROAD (A 60-FOOT WIDE
RIGHT-OF-WAY); THENCE N88° 01' 34"W ALONG SAID NORTH RIGHT-OF-WAY LINE FOR 409.36 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT PARCEL OF LAND; THENCE N00° 00' 00"E
FOR 182.34 FEET; THENCE N90° 00' 00"W FOR 50.00 FEET; THENCE S00° 00' 00"E FOR 50.00 FEET; THENCE N90° 00' 00"E FOR 20.00 FEET; THENCE S00° 00' 00"E FOR 131.30 FEET TO AN INTERSECTION WITH SAID
NORTH RIGHT-OF-WAY LINE OF DIGIORGIO ROAD; THENCE S88° 01' 34"E ALONG SAID NORTH RIGHT-OF-WAY LINE FOR 30.02 FEET TO THE POINT OF BEGINNING.
OH DYH
R/W XXXXXNAD 83
LATITUDE: 27° 24' 16.17" NORTH
LONGITUDE: 80° 20' 21.59" WEST
GROUND ELEVATION: 17.1' NAVD 1988 (AVERAGE)
TOWER DATA
(PROPOSED 150' MONOPOLE TOWER)ENTERPRISE ROAD60' RIGHT-OF-WAY PER PLAT BOOK 9, PAGE 5INDUSTRIAL
SUBDIVISION
PLAT BOOK 9, PAGE 5
60 60 120 240300
GRAPHIC SCALE
1 INCH = 60 FEET
FLOOD ZONE NOTE
THE HEREON DESCRIBED LEASE PARCEL AND EASEMENTS APPEAR TO LIE
IN FLOOD ZONE X BASED ON THE FEDERAL EMERGENCY MANAGEMENT
ACT FIRM, COMMUNITY PANEL MAP NUMBER 12111C0189J DATED
FEBRUARY 16, 2012.
TAX PARCEL 2428-132-0010-000-9
OWNER: ORCHID ISLAND JUICE COMPANY
O.R. 4173, PAGE 2681
PI TELECOM
INFRASTRUCTURE, LLC
LEASED PREMISES
AREA=2,500 SQUARE FEET±
VACANT
SEE SHEET 2
POINT OF COMMENCEMENT
INTERSECTION OF THE WEST RIGHT-OF-WAY LINE OF
ENTERPRISE ROAD & THE NORTH RIGHT-OF-WAY LINE OF
DIGIORGIO ROAD
LEASE PARCEL LINE DATA
L1 S00° 00' 00"E 50.00'
L2 N90° 00' 00"W 50.00'
L3 N00° 00' 00"E 50.00'
L4 N90° 00' 00"E 50.00'
EASEMENT LINE DATA
L5 N90° 00' 00"E 20.00'
L6 S00° 00' 00"E 131.30'
L7 S88° 01' 34"E 30.02'
PI TELECOM INFRASTRUCTURE, LLC
ACCESS & UTILITIES EASEMENT
SEE SHEET 2PROPOSED 150'
MONOPOLE TOWER
SEE TOWER DATA
POINT OF BEGINNING
PI TELECOM INFRASTRUCTURE, LLC
LEASED PREMISES
L1L2
L4
L3WEST R/W LINEEAST R/W LINESOUTHE
R
L
Y
R
/
W
LI
N
E
35' DRAINAGE EASEMENT
O.R. 1656, PAGE 2647
47' SPUR TRACK EASEMENT
O.R. 384, PAGE 1452, O.R. 384,
PAGE 1454, & O.R. 1088, PAGE 798
TAX PARCEL 2428-131-0001-000-0
OWNER: SILVER-LINE PLASTICS CORP.
O.R. BOOK 3339, PAGE 2730
POINT OF BEGINNING
PI TELECOM INFRASTRUCTURE, LLC
ACCESS & UTILITY EASEMENT
TAX PARCEL 2428-421-0002-000-7
OWNER: NAG PROPERTIES LLC
O.R. 3625, PAGE 1294
TAX PARCEL 2428-421-0001-000-0
OWNER: ENTERPRISE RD LLC
O.R. 3256, PAGE 270
DIGIORGIO ROAD
60' RIGHT-OF-WAY PER RESOLUTION 90-52
O.R. 681, PAGE 1831
CANAL NO. 10
85' RIGHT-OF-WAY
FORT P
I
E
R
C
E
L
A
K
E
H
A
R
B
O
R
B
R
A
N
C
H
FLORID
A
E
A
S
T
C
O
A
S
T
R
A
I
L
R
O
A
D
100' RIG
H
T-
O
F-
W
A
Y
NORTH R/W LINE
SOUTH R/W LINE
NORTH CANAL LINE60.0'60.0'
165.7'165.0'(R)S00° 02' 30"W 677.30' (R)WEST R/W LINE -- BEARING BASEEAST LINE OF PARCEL DESCRIBED
IN O.R. BOOK 199, PAGE 1420
Para e
REVISION: 12-13-18 UPDATED TITLE COMMITMENT INFORMATION
L5
L6L7
24'± WIDE ASPHALT ROAD
REVISION: 7-24-19 REVISED PER REVIEW COMMENTS
REVISION: 12-12-19 REVISED NOTE 8
N88° 01' 34"W 639.80'N00° 07' 49"W 563.38'S00° 07' 49"E 60.04'17.1'
17.2'
17.3'
17.0'
16.9'
16.9'
16.8'
17.0'
16.8'
16.8'16.9'
16.9'
17.0'
17.1'17.2'
17.2'
17.0'
16.7'
16.7'
16.6'
16.6'
16.9'
16.6'
16.6'16.5'
16.7'16.7'
16.5'
16.0'14.4'
14.9'
14.8'15.2'
16.8'16.9'
17.3'
17.2'
16.7'
17.1'17.1'17.3'
17.0'17.0'17.0'
17.3'
17.2'17.3'
17.1'17.2'17.1'
17.2'17.3'17.3'
17.3'17.2'17.3'
17.4'
17.2'
17.1'
17.3'17.2'17.0'
17.1'
17.0'
17.1'
17.2'17.2'
16.9'16.6'
16.5'
16.8'
16.8'
16.9'16.1'
15.5'
14.4'
14.4'
15.8'
15.7'
16.1'
X X X X X X X X X XXX X X X X X X X X
DYHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OHOHOHOHOH OH OH OH
N88° 01' 34"W 409.36'
N90° 00' 00"W 50.00'
N90° 00' 00"E 20.00'S00° 00' 00"E 131.30'S88° 01' 34"E 30.02'
N90° 00' 00"W 50.00'N00° 00' 00"E 50.00'N90° 00' 00"E 50.00'S00° 00' 00"E 50.00'N00° 00' 00"E 182.34' IN SECTION 28, TOWNSHIP 35 SOUTH, RANGE 40 EAST,
ST. LUCIE COUNTY, FLORIDA
PLAT OF BOUNDARY &
TOPOGRAPHIC SURVEY
OF PI TELECOM INFRASTRUCTURE, LLC
LEASED PREMISES
Professional Surveying & Mapping Certificate of Authorization No.: LB 7810 pi-ft.pierce 2.survey.dwg
DWS
DWS
25/35
19-0084
1" = 20'
NOVEMBER 14, 2018
BOOK/PAGE
CHECKED
DRAWN
DRAWING #SHEET #
PROJECT #
SCALE
DATE
COMMUNICATION TOWER SITE
SITE NAME: FT. PIERCE 2
PI TELECOM INFRASTRUCTURE, LLC
PARENT PARCEL
TAX PARCEL 2428-133-0001-000-6
OWNER: SILVER-LINE PLASTICS CORP.
O.R. 3339, PAGE 2730
STONECYPHER
SURVEYING INC.
1225 NW 16TH AVENUE GAINESVILLE, FLORIDA 32601
Tel.: (352) 379-0948
Email: dstonecypher@att.net
WWW.STONE-SURVEY.COM
2 OF 2
INDICATES 5/8" REBAR & CAP SET STAMPED "PSM 6391"
INDICATES 1/2" REBAR & CAP FOUND STAMPED "LS 2391"
INDICATES 1/2" REBAR & CAP FOUND STAMPED "PSM 2791"
INDICATES OFFICIAL RECORDS BOOK
INDICATES UTILITY POLE
INDICATES FIRE HYDRANT
INDICATES WOOD LIGHT POLE
INDICATES 6' CHAIN LINK FENCE
INDICATES OVERHEAD UTILITY WIRES
INDICATES RIGHT-OF-WAY
INDICATES RECORD DATA WHEN DIFFERENT THAN MEASURED
INDICATES EXISTING SPOT ELEVATION
INDICATES NORTH AMERICAN VERTICAL DATUM OF 1988
LEGEND
O.R.
PI TELECOM INFRASTRUCTURE, LLC LEASED PREMISES DESCRIPTION
A PARCEL OF LAND LYING IN THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 35 SOUTH, RANGE
40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF DIGIORGIO ROAD (A
60-FOOT WIDE RIGHT-OF-WAY) AND THE WEST RIGHT-OF-WAY LINE OF ENTERPRISE ROAD (A 60-FOOT
WIDE RIGHT-OF-WAY); THENCE N88° 01' 34"W ALONG SAID NORTH RIGHT-OF-WAY LINE FOR 409.36
FEET; THENCE N00° 00' 00"E FOR 182.34 FEET; THENCE N90° 00' 00"W FOR 50.00 FEET TO THE POINT
OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE S00° 00' 00"E FOR 50.00 FEET;
THENCE N90° 00' 00"W FOR 50.00 FEET; THENCE N00° 00' 00"E FOR 50.00 FEET; THENCE N90° 00' 00"E
FOR 50.00 FEET TO THE POINT OF BEGINNING. SAID PARCEL OF LAND SITUATE, LYING AND BEING IN
ST. LUCIE COUNTY, FLORIDA CONTAINING 2,500 SQUARE FEET MORE OR LESS.
PI TELECOM INFRASTRUCTURE, LLC ACCESS & UTILITIES EASEMENT DESCRIPTION
AN EASEMENT PARCEL OF LAND LYING IN THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 35
SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCE AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF DIGIORGIO ROAD (A
60-FOOT WIDE RIGHT-OF-WAY) AND THE WEST RIGHT-OF-WAY LINE OF ENTERPRISE ROAD (A 60-FOOT
WIDE RIGHT-OF-WAY); THENCE N88° 01' 34"W ALONG SAID NORTH RIGHT-OF-WAY LINE FOR 409.36
FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT PARCEL OF LAND; THENCE
N00° 00' 00"E FOR 182.34 FEET; THENCE N90° 00' 00"W FOR 50.00 FEET; THENCE S00° 00' 00"E FOR
50.00 FEET; THENCE N90° 00' 00"E FOR 20.00 FEET; THENCE S00° 00' 00"E FOR 131.30 FEET TO AN
INTERSECTION WITH SAID NORTH RIGHT-OF-WAY LINE OF DIGIORGIO ROAD; THENCE S88° 01' 34"E
ALONG SAID NORTH RIGHT-OF-WAY LINE FOR 30.02 FEET TO THE POINT OF BEGINNING.
OH DYH
R/WXPI TELECOM
INFRASTRUCTURE, LLC
LEASED PREMISES
AREA=2,500 SQUARE FEET±
VACANT
POINT OF COMMENCEMENT
INTERSECTION OF THE WEST RIGHT-OF-WAY LINE OF
ENTERPRISE ROAD & THE NORTH RIGHT-OF-WAY LINE OF
DIGIORGIO ROADPI TELECOM INFRASTRUCTURE, LLCACCESS & UTILITIES EASEMENTPROPOSED 150'
MONOPOLE TOWER
SEE TOWER DATA
POINT OF BEGINNING
PI TELECOM INFRASTRUCTURE, LLC
LEASED PREMISES
POINT OF BEGINNING
PI TELECOM INFRASTRUCTURE, LLC
ACCESS & UTILITY EASEMENT
DIGIORGIO ROAD
60' RIGHT-OF-WAY PER RESOLUTION 90-52
O.R. 681, PAGE 1831
CANAL NO. 10
85' RIGHT-OF-WAY
NORTH R/W LINE
SOUTH R/W LINE
NORTH CANAL LINE
(R)
20 20 40 80100
GRAPHIC SCALE
1 INCH = 20 FEET
BENCHMARKS
#1 TOP OF REBAR & CAP AT NE LEASE PARCEL CORNER ELEVATION = 17.31'
#2 TOP OF REBAR & CAP AT NW LEASE PARCEL CORNER ELEVATION = 16.89'
SURVEYOR'S NOTES
1. BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE MONUMENTED WEST
RIGHT-OF-WAY LINE OF ENTERPRISE ROAD AS BEARING S01° 19' 27"W.
2. THE BOUNDARY AND TOPOGRAPHIC SURVEY SHOWN HEREON IS BASED ON ACTUAL
FIELD MEASUREMENTS AND OBSERVATIONS DATED NOVEMBER 14, 2018.
3. ELEVATIONS ARE NAVD 88 AS REFERENCED TO ST. LUCIE COUNTY VERTICAL CONTROL
POINT "RBH" WITH A PUBLISHED ELEVATION OF 5.1378 METERS (16.86 FEET).
4. PROPERTY TIES ARE PERPENDICULAR MEASURE UNLESS OTHERWISE NOTED.
5. SEE SHEET 1 FOR PARENT TRACT INFORMATION.
CONCRETE APRON15.0'15.0'
24'± WIDE ASPHALT ROAD
2-10' SWING
GATES
RAILROAD
TRACKS
(SPUR)
TOP OF BANK
TOE OF SLOPE
RETENTION
AREA
NAVD 88
17.1'1.8'2.4'2.8'2.7'
PROPOSED MONOPOLE
70RELOH
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
GN-1SHEET NUMBER:
FT. PIERCE
MAS
PROPOSED MONOPOLE
70RELOH
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
GN-2SHEET NUMBER:
FT. PIERCE
MAS
PROPOSED MONOPOLE
70RELOH
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
C-1SHEET NUMBER:
FT. PIERCE
MAS
6,7('$7$%2;
6&$/(
29(5$//6,7(3/$1
1 ENTERPRISE ROAD60' R/W PARENT PARCEL
TAX PARCEL 2428-133-0001-000-6
OWNER: SILVER-LINE PLASTICS CORP.
O.R. 3339, PAGE 2730
ZONING: IL
CANAL NO. 10
DIGIORGIO ROAD
60' R/W
%(1&+0$5.6 1$9'
PROPOSED MONOPOLE
T Mobile
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
C-2.1SHEET NUMBER:
FT. PIERCE
MAS
NSCALE:
ENLARGED SITE PLAN1LEGEND:
+16.5
BENCHMARKS (NAVD88)MATCH LINE SEE SHEET C-2.20'5' 10' 15'20'DIGIORGIO ROAD60' R/W
PROPOSED MONOPOLE
T Mobile
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
C-2.2SHEET NUMBER:
FT. PIERCE
MAS
LEGEND:
+ 16.5 N
SCALE:
ENLARGED SITE PLAN1
A
B
C
BENCHMARKS (NAVD88)
D
MATCH LINE SEE SHEET C-2.1
0'5' 10' 15'20'
PROPOSED MONOPOLE
70RELOH
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
C-3SHEET NUMBER:
FT. PIERCE
MAS
6&$/(
72:(5(/(9$7,21176
PROPOSED T-MOBILE
ANTENNAS A.G.L. 145'
352326('
021232/( 72:(56758&785(
FUTURE ANTENNAS
A.G.L. 135'
FUTURE ANTENNAS
A.G.L. 125'
FUTURE ANTENNAS
A.G.L. 115'
PROPOSED MONOPOLE
T Mobile
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
C-4SHEET NUMBER:
FT. PIERCE
MAS
SCALE:
F.D.O.T. TYPE III SILT FENCE4N.T.S.
SCALE:
"AT GRADE" GRAVEL COMPOUND SECTION2N.T.S.
NOTES:
1. EXCAVATED MATERIAL SHALL BE REMOVED AND
DEPOSITED OFF-SITE AT AN APPROVED LOCATION.
MATCH EXISTING
GRADE
EXISTING GROUND
50'X50' FENCED GRAVEL COMPOUND & LEASE PREMISES
NOTES:
1. MIRAFI 500X WOVEN
POLYPROPYLENE
GEOTEXTILE FABRIC SHALL
BE LAID AGAINST BARE
SOIL UNDER ALL GRAVEL
SURFACES.
2. PROPOSED TOWER
FOUNDATION BY OTHERS.
3. INSTALL GEOWEB PER
MANUFACTURE'S
RECOMMENDATIONS SEE
SHEET C4.4 FOR PRODUCT
INFORMATION
PROVIDE AERATION TILLING
MIN. DEPTH 6" PRIOR TO
INSTALLATION OF GRAVEL.CONC. TOWER FOUNDATION
SEE NOTE #2
NOT ALL IMPROVEMENTS SHOWN
SECURITY
FENCE (TYP.)LEASE PARCEL LINELEASE PARCEL LINESUBGRADE SHALL NOT BE
MECHANICALLY COMPACTED
OR STABILIZED.
MIN. 2" ASTM C-33 #57 WASHED AGGREGATE
(NO MECHANICAL COMPACTION)
GEOTEXTILE FABRIC SEE NOTE #1
(2) - LAYERS 4" & 6" THICK
NON-PERFORATED GEO WEB
GW30V (MID CELL). SEE NOTE #3
4" ASTM C-33 #57
WASHED AGGREGATE
(NO MECHANICAL
COMPACTION)
6" ASTM C-33 #57
WASHED AGGREGATE
(NO MECHANICAL
COMPACTION)
1. GRAVEL SURFACE SUBGRADE WORK - THE CONTRACTOR SHALL CLEAR AND STRIP THE AREA TO BE IMPROVED AND EXCAVATE TO THE
TOP OF THE SUBGRADE. WHEN IDENTIFIED, SOIL MATERIALS IN SOFT AREAS SHALL BE REMOVED AND THESE AREAS SHALL BE BACKFILLED AS
DIRECTED BY THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL DISPOSE OF THE EXCAVATED SUBGRADE MATERIALS, IF UNSUITABLE FOR
FILL, OFF SITE. THE SUBGRADE SHALL NOT BE MECHANICALLY COMPACTED OR STABILIZED. THE DRAINAGE/PERVIOUS CHARACTERISTICS OF THE
EXISTING SUBGRADE SHALL BE MAINTAINED IN AN UNCHANGED STATE. AERATION TILLING, OR REPLACEMENT OF TOPSOIL TO RESTORE THE
PERCOLATION CAPABILITY OF THE INSITU SOIL SHALL BE PROVIDED PRIOR TO THE APPLICATION OF THE WEARING SURFACE.
2. OPERATIONAL MAINTENANCE - THE ALTERNATIVE STORMWATER MANAGEMENT SYSTEM SUBGRADE MAINTENANCE SHALL BE PERFORMED
ON A REGULAR BASIS AS NEEDED AND SHALL CONSIST OF REMOVAL OF SURFACE TRASH AND DEBRIS, THE STABILIZATION AND RESTORATION OF
ERODED AREAS, AND AERATION TILLING, OR REPLACEMENT OF TOPSOIL AS NEEDED TO RESTORE THE PERCOLATION CAPABILITY OF THE SYSTEM.
3. MONITORING REQUIREMENTS - THE OPERATION AND MAINTENANCE ENTITY SHALL PROVIDE PERIODIC INSPECTIONS OF THE
STORMWATER MANAGEMENT SYSTEM TO INSURE THAT THE SYSTEM IS FUNCTIONING AS DESIGNED AND PERMITTED. SUBMIT INSPECTION
REPORTS TO THE ENGINEER OF RECORD TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND EVERY TWO YEARS THEREAFTER.
GENERAL CONSTRUCTION NOTES
REMOVED DETAILS:
1. DETAIL #1 REMOVED. ALL REFERENCES TO THIS DETAIL ON OTHER SHEETS ARE HEREBY REMOVED.
2. DETAIL #3 REMOVED. ALL REFERENCES TO THIS DETAIL ON OTHER SHEETS ARE HEREBY REMOVED.
PROPOSED MONOPOLE
70RELOH
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
C-4.1SHEET NUMBER:
FT. PIERCE
MAS
DESCRIPTION
TOTAL PROJECT AREA
GRAVEL SURFACE (COMPOUND)
IMPERVIOUS AREA (CONC. PAD, TOWER BASE, ADA PARKING)
ASPHALT ACCESS ROAD
LANDSCAPE AREA
THE TOTAL DISTURBED AREA ASSOCIATED
WITH THE PROPOSED DEVELOPMENT IS
APPROXIMATELY
SF
10,855
1,929
338
2,817
3,270
AC
0.249
0.044
0.008
0.065
0.075
5,085
% OF TOTAL SITE
100%
18%
3%
26%
30%
AC
SF
0.117
SITE DATA
DISTURBED AREA
SURFACE
CONCRETE (EQUIPMENT AREA)
GRAVEL (COMPOUND & PARKING)
ASPHALT (ACCESS ROAD)
LANDSCAPE AREA
RUNOFF CALCULATON - WEIGHTED C
'C' AREA (SF)C*A (SF)
0.95
0.60
0.95
0.20
338
1,929
2,817
2,400
7,146 SF
322
1,158
2,677
480
4,315TOTALS:
WEIGHTED COEFFICIENT 0.60
GRAVEL SURFACE
COMPOUND
DRAINAGE SWALE
A x D x V = VOLUME PROVIDED
VOLUME PROVIDED BASED ON #57 STONE VOID SPACE OF 40%
AREA (SF)
1,929
2,479
0.83
0.33
0.40
0.20
643
1125
TOTAL VOLUME PROVIDED 1,768
GRAVEL DEPTH (FT) VOID SPACE VOL PRVD (CF)
VOLUME PROVIDED
FENCED COMPOUND 2,500 0.057 23%
PROPOSED MONOPOLE
70RELOH
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
C-4.2SHEET NUMBER:
FT. PIERCE
MAS
NOTE:
PROPOSED MONOPOLE
70RELOH
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
C-4.3SHEET NUMBER:
FT. PIERCE
MAS
PART 1 GENERAL
1.1 SUMMARY
A. Work Included: This Section includes providing all material, labor, tools and equipment for installation of Cellular
Confinement System as shown in the Contract Documents and as specified in this Section.
B. The Cellular Confinement System shall be used for load support.
1.2 RELATED SECTIONS AND DIVISIONS
A. The applicable provisions of the General Conditions shall govern the work in this Section.
B. Section 0130000 - Administrative Requirements
C. Section 0220000 - Site Preparation
D. Section 312000 - Earth Moving
E. Section 312500 - Erosion and Sedimentation Control
1.3 REFERENCES
A. American Association of State Highway and Transportation Officials (AASHTO)
1. AASHTO M 218 - Steel Sheet, Zinc-Coated (Galvanized) for Corrugated Steel Pipe.
2. AASHTO M 288 - Geotextile Specification for Highway Applications
B. American Society of Testing and Materials (ASTM)
1. ASTM D 1505 - Density of Plastics by the Density-Gradient Technique.
2. ASTM D 1603 - Standard Test for Carbon Black in Olefin Plastics
3. ASTM D 1693 - Environmental Stress-Cracking of Ethylene Plastics.
4. ASTM D 5199 - Measuring Nominal Thickness of Geotextiles and Geomembranes.
5. ASTM E 41 - Terminology Relating to Conditioning.
1.4 SUBMITTALS
A. Submit Manufacturer's shop drawings in accordance with Section 0130000, including Manufacturer's product data, samples
and section layout.
B. Manufacturer's Certificate of Analysis: Manufacturer shall supply certificate of analysis containing the following test results for
the celluar confinement material used for project: Base Resin Lot Number(s), Resin Density per ASTM-1505, Production Lot
Number(s), Material Thickness, Short Term Seam Peel Strength, and percentage of Carbon Black.
C. Submit qualifications of Manufacturer's field representative certifying the field representative is experienced in the installation
of the specified products.
D. No material will be considered as an equivalent to the Geoweb material specified herein unless it meets all requirements of
this specification, without exception. Manufacturers seeking to supply what they represent as equivalent material must
submit records, data, independent test results, samples, certifications, and documentation deemed necessary by the Engineer
to prove equivalency. The Engineer shall approve or disapprove other Manufacturers materials in accordance with the
General Conditions after all information is submitted and reviewed. Any substitute materials submitted shall be subject to
independent lab testing at the Contractor's expense.
1.5 QUALITY ASSURANCE AND CONTROL
A. The cellular confinement system material shall be provided from a single Manufacturer for the entire project.
B. The Manufacturer's Quality management system shall be certified and in accordance with ISO 9001:2008 and CE certification.
Any substitute materials submitted shall provide a certification that their cellular confinement manufacturing process is part of
an ISO program and a certification will be required specifically stating that their testing facility is certified and in accordance
with ISO. An ISO certification for the substitute material will not be acceptable unless it is proven it pertains specifically to
the Geoweb manufacturing operations.
C. The Manufacturer shall provide certification of compliance to all applicable testing procedures and related specifications upon
the customer's written request. Request for certification shall be submitted no later than the date of order placement. The
Manufacturer shall have a minimum of 20 years experience producing cellular confinement systems.
D. Pre-Installation Meeting: Prior to installation of any materials, conduct a pre-installation meeting to discuss the scope of
work and review installation requirements. The pre-installation meeting shall be attended by all parties involved in the
installation of the cellular confinement system.
E. Manufacturer's Field Representative Qualifications:
1. Manufacturer shall provide a qualified field representative on site at the start of construction to ensure the Geoweb
system is installed in accordance with the Contract Documents.
2. Manufacturer's field representative shall have a minimum of 5 years installation experience with the specified products
in the specified application.
3. Manufacturer of any substitute materials to be used shall certify that a representative can meet the above criteria and
will be on site for initial construction start up. Manufacturers other than Presto shall be required to provide proof the
representative meets these qualifications.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to site in Manufacturer's original, unopened containers and packaging, with labels clearly identifying product
name and Manufacturer.
B. The materials shall be stored in accordance with Manufacturer's instructions. The materials shall be protected from damage
and out of direct sunlight.
C. The materials shall be delivered, unloaded and installed in a manner to prevent damage.
1.7 WARRANTY
A. The Manufacturer shall warrant each Geoweb section that it ships to be free from defects in materials and workmanship at
the time of manufacture. The Manufacturer's exclusive liability under this warranty or otherwise will be to furnish without
charge to the original f.o.b. point a replacement for any section which proves to be defective under normal use and service
during the 10-year period which begins on the date of shipment. The Manufacturer reserves the right to inspect any
allegedly defective section in order to verify the defect and ascertain its cause.
B. This warranty shall not cover defects attributable to causes or occurrences beyond the Manufacturer's control and unrelated
to the manufacturing process, including, but not limited to, abuse, misuse, mishandling, neglect, improper storage, improper
installation, improper alteration or improper application.
C. In no event shall the Manufacturer be liable for any special, indirect, incidental or consequential damages for the breach of
any express or implied warranty or for any other reason, including negligence, in connection with the cellular confinement
system.
PART 2 PRODUCTS
2.1 ACCEPTABLE MANUFACTURER
A. Presto Geosystems, PO Box 2399, Appleton, Wisconsin 54912 2399.
Toll Free (800) 548 3424. Phone (920) 738 1328. Fax (920) 738 1222.
E Mail info@prestogeo.com. Website www.prestogeo.com.
2.2 GEOWEB CELLULAR CONFINEMENT SYSTEM
A. Manufacturing Certification
1. The manufacturer shall have earned a certificate of registration, which demonstrates that its quality-management
system for its Geoweb cellular confinement system is currently registered to the ISO 9001:2008 and CE quality standards.
B. Base Materials
1. Polyethylene Stabilized with Carbon Black
a) Density shall be 58.4 to 60.2 lbs/ft³ (0.935 to 0.965 g/cm³) in accordance with ASTM D 1505.
b) Environmental Stress Crack Resistance (ESCR) shall be 5000 hours in accordance with ASTM D 1693.
c) Ultra-Violet light stabilization with carbon black.
d) Carbon Black content shall be 1.5 to 2 percent by weight, through addition of a carrier with certified carbon
black content.
e) Carbon black shall be homogeneously distributed throughout material.
f) The manufacturer must have an in-place quality control to prevent irregularities in strip material.
C. Cell Properties
1. Individual cells shall be uniform in shape and size when expanded.
2. Individual cell dimensions (nominal) shall be plus or minus 10%.
3. GW30V-Cell
a) Length shall be 11.3 inches (287 mm).
b) Width shall be 12.6 inches (320 mm).
c) Nominal area shall be 71.3 in² (460 cm²) plus or minus 1%.
4. Nominal cell depth shall be 4, 6, and 8 inches as shown on the plan.
D. Strip Properties and Assembly
1. Non-Perforated Textured Strip/Cell
a) Strip sheet thickness shall be 50 mils (1.27 mm), minus 5 percent, plus 10 percent in accordance with ASTM D
5199. Determine thickness flat, before surface disruption.
b) Polyethylene strips shall be textured surface with a multitude of rhomboidal (diamond shape) indentations.
c) Textured sheet thickness shall be 60 mils, plus or minus 6 mils (1.52 mm plus or minus 0.15 mm).
d) Indentation surface density shall be 140 to 200 per in² (22 to 31 per cm²).
e) A slot with a dimension of 3/8 inch x 1-3/8 inch (10 mm x 35 mm) is standard in the center of the
non-perforated areas and at the center of each weld.
E. Assembly of Cell Sections
1. Fabricate using strips of sheet polyethylene each with a length of 142 inches (3.61 m) and a width equal to cell depth.
2. Connect strips using full depth ultrasonic spot-welds aligned perpendicular to longitudinal axis of strip.
3. Ultrasonic weld melt-pool width shall be 1.0 inch (25 mm) maximum.
4. Weld spacing for GW30V-cell sections shall be 17.5 inches plus or minus 0.10 inch (445 mm plus or minus 2.5 mm).
F. Cell Seam Strength Tests
1. Minimum seam strengths are required by design and shall be reported in test results. Materials submitted with average or
typical values will not be accepted. Written certification of minimum strengths must be supplied to the Engineer at the time
of submittals.
2. Short-Term Seam Peel-Strength Test
a) Cell seam strength shall be uniform over full depth of cell.
b) Minimum seam peel strength shall be 640 lbf (2,840 N) for 8 inch (200 mm) depth.
3. Long-Term Seam Peel-Strength Test
a) Conditions: Minimum of 7 days in a temperature-controlled environment that undergoes change on a 1 hour cycle
from room temperature to 130 degrees F (54 degrees C).
b) Room temperature shall be in accordance with ASTM E41.
c) Test samples shall consist of two, 4 inch (100 mm) wide strips welded together.
d) Test sample consisting of 2 carbon black stabilized strips shall support a 160 pound (72.5 kg) load for test period.
2.3 INTEGRAL COMPONENTS
A. ATRA® Clip
1. The ATRA Clip is a molded, high-strength polyethylene device available in standard (0.5 inch) and metric (10-12 mm)
versions.
2. ATRA clips can be installed as an end cap on standard (0.5 inch) and metric (10-12 mm) steel reinforcing rods to form
ATRA Anchors.
3. ATRA Clips can be used with tendons as load transfer restraint clips.
B. ATRA® Key
1. ATRA keys shall be constructed of polyethylene and provide a high strength connection.
2. ATRA keys shall be used to connect Geoweb panels together at each interleaf and end to end connection.
2.4 CELL INFILL MATERIALS
A. Cell infill material shall be crushed aggregate with a maximum particle size of ¾ inch with a fine content of less than 10%.
B. Infill material shall be free of any foreign material.
C. Clays, silts and organics are not acceptable infill material.
D. Infill material shall be free-flowing and not frozen when placed in the Geoweb sections.
PROPOSED MONOPOLE
70RELOH
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
C-4.4SHEET NUMBER:
FT. PIERCE
MAS
2.5 ADDITIONAL COMPONENTS
A. Geotextile
1. The geotextile separation layer shall be as specified in the Contract Documents.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify site conditions are as indicated on the drawings. Notify the Engineer if site conditions are not acceptable. Do
not begin preparation or installation until unacceptable conditions have been corrected.
B. Verify layout of structure is as indicated on the drawings. Notify the Engineer if layout of structure is not acceptable.
Do not begin preparation or installation until unacceptable conditions have been corrected.
3.2 INSTALLATION OF LOAD SUPPORT SYSTEMS
A. Prepare subgrade and install the Geoweb load support system in accordance with Manufacturer's instructions.
B. On-site time for installation assistance by the Manufacturer's field representative shall be 1 day(s) with one trip. All travel and
expense costs for Manufacturer's field representative installation assistance shall be included in the base bid price.
C. Subgrade Preparation
1. Excavate and shape foundation soils as indicated on the drawings.
2. Ensure foundation soil meets minimum strength requirements through proof rolling or other conventional method and
is approved by the Engineer. If unacceptable foundation soils are encountered, excavate and replace with suitable
quality material as directed by the Engineer.
3. Install geotextile separation layer on prepared surfaces ensuring required overlaps are maintained and outer edges of
the geotextile are buried in accordance with the Manufacturer's recommendations.
4. Install specified geotextile separation layer on top of prepared subbase ensuring required overlaps are maintained and
outer edges of the geotextile are buried in accordance with the Manufacturer's recommendations.
D. Geoweb Section Placement and Connection
1. Place Geoweb sections and verify all sections are expanded uniformly to required dimensions and that outer cells of
each section are correctly aligned. Interleaf or overlap edges of adjacent sections. Ensure upper surfaces of adjoining
Geoweb sections are flush at joint and adjoining cells are fully aligned at the cell wall slot.
2. Connect the Geoweb sections with ATRA keys at each interleaf and end to end connection. Insert the ATRA key
through the cell wall slot before inserting through the adjacent cell. Turn the ATRA key 90 degrees to lock the panels
together.
E. Crushed Aggregate Infill Placement
1. Place the specified aggregate infill with suitable material handling equipment.
2. Infill material shall be free-flowing and not frozen when placed in the Geoweb sections.
3. Overfill cells with aggregate infill material. Limit the drop height of infill material to 3 feet (1 meter) to avoid damage
or displacement of the cell wall.
4. Level surface approximately 2 inches (50 mm) above cell walls. Maintain the 2 inch wear surface over the Geoweb
sections to prevent damage to the cell walls.
5. Compact infill to a minimum of 95 percent Standard Proctor.
6. Shape compacted surface to required elevation as indicated on the drawings.
PROPOSED MONOPOLE
70RELOH
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
C-5SHEET NUMBER:
FT. PIERCE
MAS
F.C.C. REGISTRATION
NUMBER:1" BORDER - 3" RADII
COLOR:
BACKGROUND - WHITELEGEND AND BORDER - BLACK
ALL LETTERS 1 1/2" SERIES C
PER NMDOT INDEX NUMBER 17355
1" SPACING BETWEEN LINES OF TEXT
6&$/(
7<3,&$/*$7( 3$1(/6(&7,21'(7$,/176
FENCE MATERIAL: OPAQUE PER LDC 7.10.23.C.10
N88° 01' 34"W 639.80
PROPOSED MONOPOLE
70RELOH
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
E-1SHEET NUMBER:
FT. PIERCE
MAS
6&$/(
87,/,7<5287,1*3/$1
UNDERGROUND
POWER & TELCO
RE: SHEET E-3
1
352326('
021232/( 72:(5
6758&785(
DIGIORGIO ROAD
60' RIGHT-OF-WAY
PROPOSED MONOPOLE
70RELOH
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
E-2SHEET NUMBER:
FT. PIERCE
MAS
6&$/(
21(/,1(',$*5$01766&$/(
0(7(5&(17(55$&. +)5$0('(7$,/176
PROPOSED MONOPOLE
70RELOH
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
E-3SHEET NUMBER:
FT. PIERCE
MAS
6&$/(
75(1&+'(7$,/176
6&$/(
&21'8,7678%83176
6&$/(
75(1&+'(7$,/%85,('&21'8,7617614"24" MIN.6&$/(
75(1&+'(7$,/%85,('&21'8,7617614"24" MIN.
PROPOSED MONOPOLE
70RELOH
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
G-1SHEET NUMBER:
FT. PIERCE
MAS
6&$/(
*5281',1*3/$11761
MULTI-TENANT
SERVICE RACK
SEE DETAIL SHEET E-2
PROPOSED MONOPOLE
70RELOH
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
G-2SHEET NUMBER:
FT. PIERCE
MAS
6&$/(
*5281'5,1*'(7$,/176
6&$/(
*5281'7(67:(//176
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6&$/(
7<3,&$/*5281'%$5176
6&$/(
7<3,&$/$17(11$&$%/(*5281',1*176
6&$/(
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PROPOSED MONOPOLE
70RELOH
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
L-1SHEET NUMBER:
FT. PIERCE
MAS
1
/$1'6&$3(3/$1
LANDSCAPE NOTES:
PROPOSED MONOPOLE
70RELOH
PIFL067
GIGIORGIO RD &
ENTERPRISE ROAD
FT. PIERCE, FL 34982
113390
ISSUED FOR:
PROJECT NO:
CHECKED BY:
L-2SHEET NUMBER:
FT. PIERCE
MAS
6&$/(
75((3/$17,1*'(7$,/176
SHADE TREE
LIVE OAK
SHRUB
,K>>z͕tZ&
zhWKE
QUERCUS VIRGINIANA
ILEX VOMITORIA
"SCHILLING DWARF"
DWARF CALTIVARS
OR VARIETIES
MINIMUM OF TWELVE FT. IN HEIGHT
AND TWO 1/2 INCHES DIAMETER AT
BREAST HEIGHT (DBH) AT THE TIME
OF PLANTING
36" MIN. HEIGHT AT PLANTING,
PLANT AS INDICATED ON
PLAN
PLANTING NOTES:
BIODEGRADABLE TWINE,
FOR TIE-DOWNS PLACED
120° APART AROUND THE
SHRUB
PROVIDE STAKING ONLY IF NECESSARY
2"X2"X4" HARDWOOD STAKES EQUALLY
SPACED AROUND TREE
PLANT 2.5' FROM FENCE,
2.5' O.C.
RUBBER
HOSE
BIODEGRADABLE TWINE, FOR
TIE-DOWNS PLACED 120° APART
AROUND THE TREE
2"X2"X24" STAKE DRIVEN
FLUSH WITH FINISH
GRADE
FINISHED
GRADE
EXISTING SOIL
PLANTING SOIL MIX
TREE
PROVIDE STAKING ONLY IF
NECESSARY 2"X2" P.T. STAKE-8'-0"
LONG WITH NOTCHED END (5'
EXPOSED) 2 PER TREE (TYP.)
4" ORGANIC MULCH
(TYP.) NO CYPRESS
MULCH ALLOWED
REMOVE BURLAP FROM
TOP 1/3 OF ROOT
BALL
4" ORGANIC MULCH (TYP.)
NO CYPRESS MULCH ALLOWED
FINISHED GRADE
PLANTING SOIL MIX
EXISTING SOIL
FINISHED GRADE
6" BERM TO HOLD WATER
6&$/(
6+58%3/$17,1*'(7$,/176
SHRUB
ALL SHADE TREES AND
SHRUBS SHALL BE RATED
FLORIDA GRADE NO. 1
LANDSCAPE NOTE:
MANUAL WATERING SCHEDULE: