043859.053_Lake_Ferns_Road_Industrial_Park_Construction_Plans_02-05-25.pdf
PDF 11 MB Posted
- Attached to
- Lake Ferns Road Improvements
- Solicitation number
- ITB 25-PW-001
- Issued by
- Lake County, Florida
About this file
These construction plans are for the Lake Ferns Road Industrial Park project located in the City of Umatilla, Florida, prepared by Halff Associates, Inc. with a bid set date of February 05, 2025, and Addendum #3. The project encompasses approximately 19.835 acres in Section 14, Township 18S, Range 26E, and involves comprehensive infrastructure improvements including roadway construction, utility installation, stormwater management, and site grading. The plans detail the development of a new industrial park with three proposed lots, featuring water main installations, force main connections, roadway construction with ribbon curbs, drainage systems, and careful consideration of existing wetland areas with proposed 25-foot wetland buffers.
The project includes specific technical specifications for utility installations, such as 10-inch PVC water mains, 4-inch force mains, gate valves, and fire hydrant assemblies. The site will have a proposed right-of-way ranging from 79 to 90 feet, with total developable acreage of approximately 19.591 acres and a disturbed area of 18.01 acres. The current zoning is Planned Unit Development (PUD), with adjacent zoning including Planned Future Development (PDF) and Limited Manufacturing (LM). The project incorporates environmental considerations, with 0.205 acres of existing wetlands and proposed stormwater management features like concrete flumes, splash pads, and weir structures to manage drainage and minimize environmental impact.
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OWNER/DEVELOPER:
ENGINEER/SURVEYOR:
902 N. SINCLAIR AVENUE
TAVARES, FL 32778
HALFF ASSOCIATES, INC.
(352) 557-9225
BRETT J. TOBIAS, P.E.
BTOBIAS@HALFF.COM
MAYOR
CITY MANAGER
SCOTT BLANKENSHIP
CITY ATTORNEY
KEVIN STONE
VICE MAYOR
COUNCIL MEMBER
SEAT 2
JOHN NICHOLS
CHRIS CREECH
KATHERINE "KAYE" ADAMS
SEAT 4
SEAT 5
COUNCIL MEMBER
CITY COUNCIL
SEAT 1
FRED FETTEROLF
JOHN NICHOLS
SEAT 3
DEVELOPMENT & PUBLIC
AARON MERCER
SERVICES DIRECTOR
AMERCER@UMATILLAFL.ORG
CITY OF UMATILLA
1 SOUTH CENTRAL AVE
PHONE: (352) 669-1539
AARON MERCER, DEVELOPMENT & PUBLIC SERVICES DIRECTOR
UMATILLA, FL 32784
FOR
CONSTRUCTION PLANS
LAKE FERNS ROAD INDUSTRIAL PARK
SECTION 14 TOWNSHIP 18S RANGE 26E
SITE
VICINITY MAP
1" = 500'
FE
B
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A R
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5, 5, B
ID
S E
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D D
E N
D U
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0 1 2 3 4 5
(INCHES)
ORIGINAL DOCUMENT SIZE 24"x36"
2/ 5/
1:
A
M A
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S
EW
N
INDEX OF SHEETS
C-420 C-400
C-200 C-100
C-300
PRELIMINARY PLAT
AERIAL
COVER SHEET
EXIST. CONDITIONS, EROSION CONTROL
OFF-SITE EXIST. CONDITIONS, EROSION
CONTROL, DEMO, & GEOMETRY PLAN
C-500 GRADING PLAN
C-600 DRAINAGE PLAN
C-620 OFF-SITE GRADING & DRAINAGE PLAN
C-700 UTILITY MASTER PLAN
C-720 UTILITY PLAN
C-800 PAVING & DRAINAGE DETAILS
C-820 GENERAL DETAILS
C-840 WATER & SEWER UTILITY DETAILS
& DEMO PLAN
LEGAL DESCRIPTION: (ORB 1719, PG. 602)
PARCEL 1:
A PART OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 18 SOUTH, RANGE 26 EAST, LAKE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 14; RUN THENCE NORTH 89°47’05” EAST ALONG THE SOUTH LINE OF SAID SOUTHWEST 1/4 OF THE SOUTHEAST 1/4, 53.0 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; FROM SAID POINT OF BEGINNING, RUN NORTH 00°16’20” EAST PARALLEL WITH THE WEST LINE OF SAID SOUTHWEST 1/4 OF THE SOUTHEAST 1/4, 700.0 FEET; THENCE SOUTH 89°47’05” WEST, 53.0 FEET TO A POINT ON THE WEST LINE OF SAID SOUTHWEST 1/4 OF THE SOUTHEAST 1/4; THENCE NORTH 00°16'20” EAST ALONG SAID WEST LINE 630.34 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4; THENCE NORTH 89°51’06" EAST ALONG THE NORTH LINE OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4, 639.41 FEET; THENCE SOUTH 00°40’54” EAST, 997.16 FEET; THENCE SOUTH 00°28’02” WEST,
332.43 FEET TO A POINT ON THE SOUTH LINE OF SAID SOUTHWEST 1/4 OF THE SOUTHEAST 1/4; THENCE SOUTH 89°47’05” WEST ALONG SAID SOUTH LINE OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4, 601.88 FEET TO THE POINT OF BEGINNING. SUBJECT TO ALL EASEMENTS, RIGHTS-OF-WAY AND RESTRICTIONS OF
RECORD, IF ANY.
PARCEL 2:
THE EAST 59.0 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 14, TOWNSHIP 18 SOUTH, RANGE 26 EAST, LAKE COUNTY, FLORIDA. LESS THE SOUTH 700.0 FEET THEREOF. SUBJECT TO ALL
EASEMENTS, RIGHTS-OF-WAY AND RESTRICTIONS OF RECORD, IF ANY.
PREPARED BY:
902 NORTH SINCLAIR AVE.
TAVARES, FLORIDA 32778
TEL (352) 343-8481 FAX (352) 343-8495
www.halff.com
CERTIFICATE OF AUTHORIZATION NUMBER: 33380
C-810 OFF-SITE WEIR DETAILS
REVISIONDATE
01-24-25 ADDENDUM #1
01-30-25 ADDENDUM #2
02-05-25 ADDENDUM #3
N89°47'05"E 53.00'(D)
N0 0°
'2
0" E
0.
'(D
N0 0°
'0
1"
5.
5.
S0 0°
'4
7" W
.7
9' S0
0°
'4
.7 9'
2.
140.01' S89°54'55"W 2619.50'
N89°58'46"E 639.42'
S00°33'10"E 997.17'
S00°35'47"W 332.40'
S89°54'55"W 601.87'
N00°24'01"E 700.00'
N
°2
'0
"E
.1
'(C
N89°54'55"E 53.00'
N89°48'26"W 59.00'
S89°52'56"E 59.00'
FLU: MHHD
ZONE: MHRP-8
ZONE: PFD
ZONE: PFD
ZONE: PFD
FLU: UTIL
ZONE: PFD
ZONE: MHRP-8
ZONE: UR-5
FLU: 000
FLU: MF
FLU: UTIL
FLU: MHHD
FLU: 000
FLU: INDST
ZONE: PUD
FLU: UTIL
ZONE: PFD
FLU: INDSTZONE: LMFLU: UTILZONE: PFD
FLU: RT
ZONE: A
120.00' D.E. & U.E.
20.00' D .E
36.40' D.E.
PROP. 79.00'
ROW
PROP. 90.00'
ROW
58.00'D.E. & U.E.
X X X X X X X X X X X X X X X X X X X X X X X X X X
SCALE IN FEET
Scale: 1"=
100' 100 100 200
2/ 5/
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A
M A
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PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPOSED
LOT LINE
PROPOSED
LOT LINE
1 2 3 4 5 6 7 8
043859.053
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CHECKED BY.:
DRAWN BY:
DATE:
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FILE NAME:
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Sheet C-200
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BRETT J. TOBIAS, PE
Registered Eng 69017
PROPOSED WETLAND
BUFFER 15.00' MIN.
AVERAGE = 25.72'
32,895.85 SF
0.76 AC
EXIST. WETLAND LINE
8,918.22 SF
0.205 AC
OHU
O H
U O
H U
O H
U O
H U
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU
O
HU
OHU
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U
OHU OHU OHU OHU OHU OHU OHU
WM
WM
WM
WM
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
WM WM
WM
WM WM WM WM
WM WM WM WM WM
W M
G G
BT
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
WM
WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM
O H
U
RW RW RW RW
R W
BT
BT BT BT BT BT BT BT BT BT BT
BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOCCTV CTV CTV CTV CTV CTV CTV CTV
OHU OHU OHU OHU OHU OHU OHU OHU OHU
O H
U O
H U
O H
U
STUBOUT 2"
STUBOUT 6" PVC
STUBOUT 6" PVC
STUBOUT 4" PVC
FM
FM
FM FM FM
U N
K
UNK UNK UNK
OHU
OHU
OHU
SD
UNK UNK UNK UNK UNK
UNK UNK
CATCH BASIN #1
GRATE ELEV. = 75.49'
INVERT = 76.67'
24" CCP
PIPE DIRECTION
S D
TOP OF 6" PVC
ELEV. = 79.88'
TOP OF 6" PVC
ELEV. = 79.78'
SD
INVERT = 77.24'
26" CMP
CATCH BASIN
GRATE ELEV. = 82.20'
INVERT W = ???
OHU
OHU
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
INVERT W = 76.72'
12" PVC PIPE
INVERT S = 76.47'
10" PVC PIPE
INVERT N = 76.72'
10" PVC PIPE
INVERT S = 77.06'
4" CPP PIPE
INVERT E = 77.64'
4" PVC PIPE
41.15' 51.29'
CATCH BASIN/WEIR
GRATE ELEV. = 78.42'
INV. W = 74.44'
24" RCP
EAST OPENING = 76.02'
BROKEN MES
INV. E = 74.46'
24" RCP
SD SD SD SD SD SD
INV. S = 75.06'
18" CMP
INV. N = 77.78'
18" CMP
INV. S = 77.45'
18" CMP
INV. N = 77.24'
18" CMP
INV. S = 74.72'
18" CMP
INV. N = 74.67'
18" CMP
INV. S = 77.31'
12" CMP
INV. N = 77.30'
12" CMP
MES
INV. S = 77.42'
12" CMP
MES
INV. N = 75.11'
12" CMP
MES
INV. W = 77.35'
6" PVC PIPE
MES
INV. E = 77.19'
6" PVC PIPE
MES
INV. W = 77.29'
6" PVC PIPE
MES
INV. E = 76.66'
6" PVC PIPE
INV. E = 65.11'
18" CMP
MES
INV. W = 77.52'
6" PVC PIPE
MES
INV. E = 77.16'
6" PVC PIPE
S D
S D
CATCH
BASIN #1
CATCH
BASIN #2
N89°47'05"E 53.00'(D)
N0 0°
'2
'(D
N0 0°
'0
5.
INV. W = 66.10'
18" CMP
32.77'26.23'
1.48' TO
WETLAND LINE
5.
S0 0°
'4
.7
9' S0
0°
'4
.7 9'
2.
140.01' S89°54'55"W 2619.50'
OHU
OHU
OHU
OHU
OHU
OHU
OHU
INVERT WEST = 76.72' 12" PVC PIPE
IN HEADWALL STRUCTURE POSSIBLY
CONNECTED TO WESTERN WETLAND 12"
PVC, UNABLE TO LOCATE PIPE BETWEEN
THESE TWO POINTS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
INVERT EAST = 66.27' 12" PVC,
POSSIBLY CONNECTED TO 12" PVC
PIPE IN CONCRETE HEADWALL
ALONG GOLDEN GEM DRIVE. SEE
DETAIL. UNABLE TO LOCATE PIPE
IN BETWEEN THESE TWO AREAS
UNABLE TO LOCATE 12" PVC
PIPE WITHOUT UNDERGROUND
UTILITY DESIGNATIONS,
LOCATION APPROXIMATE AS OF
06-15-2023
O H
E O
H E
O H
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OHE
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
OHE
OHE
OHE
OHE
OHE
OHE
O H
E
O H
E
O H
E
OHE OHE OHE OHE OHE
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
O H
E
O H
E
O H
E
O H
E
OHE
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
O H
E
OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE
OHE OHE OHE OHE OHE
OHE
OHE
O H
E
OHE
SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
S D
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
O H
E
O H
E
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
BT
WM WM WM
W M
W M
W M
W M
W M
W M
W M
S D
SD
S D
WM WM WM WM WM WM WM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM
FM
FM
FM
WM WM WM WM WM
WM
WM
WM WM WM WM WM
WM
WM
W M
W M
W M
WM WM
WM
WM
WM WM WM WM WM WM WM WM WM WM WM WM WM
W M
WM
WM
N89°58'46"E 639.42'
S00°33'10"E 997.17'
S00°35'47"W 332.40'
S89°54'55"W 601.87'
N00°24'01"E 700.00'
N
°2
'0
.1
'(C
N89°54'55"E 53.00'
N89°48'26"W 59.00'
S89°52'56"E 59.00'
FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FMFMFM
FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE AND EXIT, & WASHDOWN
AREA, 20' LONG AND 20' WIDE WITH
FDOT NO. 1 COURSE AGGREGATE
(1.5-3.5 INCH STONE), 6" THICK
NOTES:
DEMO ALL EXIST. DIRT ROADS, DRAINAGE STRUCTURES,
DRAINAGE PIPES, & CONCRETE WITHIN PROPERTY BOUNDARY
EXIST. SPRINKLERS AND
IRRIGATION PIPES TO BE
REMOVED DURING DEMO FOR
PHILLIPS MANUFACTURING
PROJECT
DEMO
EXIST.
FENCE
DEMO EXIST. FENCE
SILT
FENCE
SILT
FENCE
SILT
FENCE
SILT
FENCE
EXIST. 18" PIPE
& (2) M.E.S. TO
BE REMOVED
EXIST. 12" PIPE
& M.E.S. TO BE
REMOVED
EXIST. 24" PIPE
& M.E.S. TO BE
REMOVEDEXIST. 18" PIPE
& (2) M.E.S. TO
BE REMOVED
EXIST. 24" PIPE
& CATCH
BASIN TO
REMAIN
EXIST. 12" PIPE
TO REMAIN
EXIST. 6" PIPE
& (2) M.E.S. TO
BE REMOVED
EXIST. 18" PIPE
& (2) M.E.S. TO
BE REMOVED
EXIST. 18" PIPE
& (2) M.E.S. TO
BE REMOVED
EXIST. 6" PIPE
& (2) M.E.S. TO
BE REMOVED
EXIST. 12" PIPE
& (2) M.E.S. TO
BE REMOVED
EXIST. 12" PIPE
& (2) M.E.S. TO
BE REMOVED
EXIST. 6" PIPE
& (2) M.E.S. TO
BE REMOVED
EXIST. (2) CATCH BASINS
TO BE REMOVED
EXIST. (2) STORM PIPES
TO BE REMOVED
SCALE IN FEET
Scale: 1"=
80' 80 80 160
2/ 5/
1:
A
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LEGEND
SILT FENCE
TEMPORARY CONSTRUCTION
ENTRANCE
DEMO HATCH TYP.
PROPERTY
BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
EXIST.
WETLAND
LINE
1 2 3 4 5 6 7 8
043859.053
DKB
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MARCH 2023
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JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
-2
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BRETT J. TOBIAS, PE
Registered Eng 69017
N89°47'05"E 53.00'(D)
N0 0°
'2
'(D
N0 0°
'0
5.
32.77'26.23'
1.48' TO
WETLAND LINE
5.
S0 0°
'4
.7
9' S0
0°
'4
.7 9'
2.
140.01' S89°54'55"W 2619.50'
SITE BENCHMARK #2
(FIELD POINT #16)
(SEE SHEET 1 OF 2)
SITE BENCHMARK #1
(FIELD POINT #15)
(SEE SHEET 1 OF 2)
N89°58'46"E 639.42'
S00°33'10"E 997.17'
S00°35'47"W 332.40'
S89°54'55"W 601.87'
N00°24'01"E 700.00'
N
°2
'0
.1
'(C
N89°54'55"E 53.00'
N89°48'26"W 59.00'
S89°52'56"E 59.00'
224013.58 S.F.
5.14 AC.
223351.03 S.F.
5.13 AC.
217034.63 S.F.
4.98 AC.
N 0°
'0
.0
0' N
0°
'0
.8 6'
L= 3 7
. 4
L=35.24'
L=114.07' R=60.00' ∆=108°56'01" T=84.01'
CH=97.65'
CB=N34°42'46"E
N89°58'46"E 428.69'
N 0°
'1
.1
6' N
0°
'1
.0 6'
N 0°
'1
.9
5' N
0°
'4
.4 0'
N89°54'55"E 486.66'
L= 3 9.48 '
N 0°
'0
.4
5'
N89°35'59"W 503.96'
N89°35'59"W 511.28'
N89° 54' 55"E 53.00'
N0° 06' 46"W 66.00'
N89°54'55"E 1306.14'
N70°16'31"E 100.77'
N89° 54' 55"E 91.22'
N0° 27' 43"W 20.00'
N89°54'55"E 654.87'
N89° 58' 46"E 112.76'
FLU: MHHD
ZONE: MHRP-8
ZONE: PFD
ZONE: PFD
FLU: UTIL
ZONE: PFD
ZONE: MHRP-8
FLU: MF
FLU: UTIL
FLU: MHHD
FLU: INDST
ZONE: PUD
FLU: UTIL
ZONE: PFD
FLU: INDSTZONE: LMFLU: UTILZONE: PFD
FLU: RT
ZONE: A
L=
6.
N 0°
'0
.2
9'
N89° 35' 59"W 11.00'
N89° 58' 46"E 97.97'
PC: 62+01.80
EP: 63+92.08
N 0°
'0
1.
C
120.00' D.E. & U.E.
20.00' D .E
36.40' D.E.
N89° 54' 55"E 115.22'
PROP. 90.00'
ROW
PROP. 79.00'
ROW
24.00' TYP.
R42'
.0
0'
.0 0'
.0
0'
NOTES:
1. TRACT A TO BE DEDICATED TO THE CITY OF UMATILLA FOR DRAINAGE,
OPEN SPACE, & CONSERVATION.
2. FUTURE DRIVEWAYS ARE TO BE CONSTRUCTED BY FUTURE PROPERTY
OWNER. LOCATION IS APPROXIMATE. DRIVEWAY AREA IS ACCOUNTED
FOR IN THE PARCEL'S IMPERVIOUS AREA AS SHOWN IN POST BASIN 1
CURVE NUMBER CALCULATION.
LOT 1
LOT 2
LOT 3
58.00'D.E. & U.E.
26.00' TYP.
80306.86 S.F.
1.84 AC.
A A
CENTERLINE CURVE DATA
CURVE
C1
LENGTH
190.29
RADIUS
300.00
DELTA
36.34
CHORD BNG.
N18° 34' 17.31"E
CHORD
187.11
N19° 45' 14"W 41.09'
12" RIBBON CURB
BOTH SIDES
POSSIBLE FUTURE
DRIVEWAY LOCATION
POSSIBLE FUTURE
DRIVEWAY LOCATION
POSSIBLE FUTURE
DRIVEWAY LOCATION
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
INSTALL 24" X 30"
R2-1 SPEED
LIMIT SIGN (10 MPH)
INSTALL 24" X 30"
R2-1 SPEED
LIMIT SIGN (10 MPH)
TRACT A
EXIST. WETLAND LINE
PROPOSED
LOT LINE
PROPOSED
LOT LINE
PROPOSED 25' WETLAND BUFFER LINE
SEE BLOW UP DETAIL THIS SHEET
PROPOSED 25' WETLAND BUFFER LINE
SEE BLOW UP DETAIL THIS SHEET
PROPOSED
CONSERVATION
SIGN (TYP.)
PROPOSED WETLAND
BUFFER 15.00' MIN.
AVERAGE = 25.72'
32,895.85 SF
0.76 AC
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X N0°00'00"E 12.13'
32.77'26.23'
1.48' TO
WETLAND LINE
5.
N 7°
7'
1"
W
.5
7'
N2° 41' 43"W 156.45'
N6° 19' 38"W 51.00'
N 3°
9'
2"
E
9.
N
0°
2'
3" E
.6
9' N
1°
0'
1" E
.0
8'
N8° 45' 51"W 25.65'
N17° 12' 13"W 12.97'
N60° 18' 38"W
40.03'
N50° 16' 12"W 24.60'
N 6°
3'
7"
E
0.
N 0°
5'
6"
W
1.
N4° 35' 56"W 44.60'
N 1°
3'
7"
W
7.
N 0°
5'
1"
E
.2 1'
N0° 32' 25"E 67.83'
N14° 39' 05"W 54.58'
33.53'
5.
.8
0'
127.40'
EXIST. WETLAND LINE
8,918.22 SF
0.205 AC
N
° 2 5'
3"
E
.8 6'
PROPOSED
CONSERVATION
SIGN (TYP.)
PROPOSED WETLAND
BUFFER 15.00' MIN.
AVERAGE = 25.72'
32,895.85 SF
0.76 AC
SCALE IN FEET
Scale: 1"=
80' 80 80 160
2/ 5/
1:
A
M A
H
LAKE FERNS ROAD INDUSTRIAL PARK SUMMARY
TOTAL ACREAGE:
TOTAL DEVELOPABLE ACREAGE:
TOTAL DISTURBED AREA:
EXISTING ZONING:
ADJACENT ZONING:
EXISTING FUTURE LAND USE:
PROPOSED FUTURE LAND USE:
100 YEAR FLOOD ELEVATION:
TOTAL WETLAND ACREAGE:
PROPOSED IMPERVIOUS:
PROPOSED PERVIOUS
TOTAL NUMBER OF LOTS:
SOILS ONSITE:
±19.835 AC (864,027.64 SF)
±19.591 AC
18.01 AC (784,564.65 SF)
PUD
NORTH - PDF
SOUTH - PDF/LM
EAST - PDF/MHRP-8/PUD
WEST - A
LM
LM
N/A ZONE X
0.205 AC
53,602.35 SF (0.0620 ISR)
810,425.28 SF (93.80%)
SPARR, IMMOKALEE, POMPANO, & WAUCHULA
25' WETLAND BUFFER BLOW UP DETAIL
SCALE IN FEET
Scale: 1"=
50' 50 50 100
1 2 3 4 5 6 7 8
043859.053
DKB
TNJ
DKB
MARCH 2023
R E
V
IS
IO
N
D A
T E
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
U M
AT
IL
LA
, F
LO
RI
D A
LA
KE
F
ER
N S
RO
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IN
D
U
ST
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PA
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C O
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ST
RU
C
TI
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N P
LA
N
S
PR
EL
IM
IN
AR
Y
PL
AT
Sheet C-400
BASE
N O
R
TH
S
IN
C
LA
IR
A
VE
TA
VA
R
ES
, F
LO
R
ID
A
TE
L.
(3
) 3
-8
C E
R
TI
FI
C
A
TE
O F
A U
TH
O
R
IZ
A
TI
O N
N U
M B
E R
: 3
BRETT J. TOBIAS, PE
Registered Eng 69017
NOTE:
EDGE OF SIGN FACE TO BE INSTALLED 1' MIN. FROM
BACK OF CURB.
APPARENT ERRORS, DISCREPANCIES, OR OMISSIONS SHALL BE BROUGHT TO
THE ENGINEER OF RECORD'S ATTENTION WITHIN A REASONABLE TIME
FRAME, LESS THAN 48 HOURS AFTER DISCOVERED. ADVANTAGE WILL NOT BE
TAKEN OF APPARENT ERROR OR OMISSION IN THE DRAWINGS OR
SPECIFICATIONS, AND THE ENGINEER SHALL BE PERMITTED TO MAKE
CORRECTIONS AND INTERPRETATIONS AS MAY BE DEEMED NECESSARY FOR
FULFILLMENT OF THE INTENT OF THE DESIGN.
CONTRACTOR SHALL PROVIDE AND PERFORM A 2 WEEK LOOK AHEAD INTO
THE UTILITY WORK TO BE PERFORMED. THIS SHALL INCLUDE THE
VERIFICATION OF EXISTING UTILITIES, BOTH HORIZONTAL AND VERTICAL
POSITIONING, MATCHES WHAT IS SHOWN IN THE CONTRACT DOCUMENTS
AND ANY NEW UTILITIES THAT ARE DISCOVERED DURING THIS LOOK AHEAD.
INFORMATION OF CONFLICTS OR DISCREPANCIES WITH THE CONTRACT
DOCUMENTS SHALL BE PROVIDED TO THE ENGINEER OF RECORD NO LESS
THAN 1 WEEK PRIOR TO COMMENCEMENT OF WORK WITHIN SAID CONFLICT
AREA. ENGINEER OF RECORD SHALL BE ALLOWED AMPLE TIME TO ADDRESS
CONFLICTS/ISSUES AND PROVIDE ADJUSTMENTS TO THE DESIGN TO
ADDRESS CONCERNS WITHOUT CONTRACTOR REQUESTING TIME DELAYS.
-3
0-
A D
JU
S
T P
R O
P . R
O
OHU
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U
8" WIDE CONC
HEADWALL TOP=82.7'
CLAY SURFACE ROADWAY
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
6' CHAINLINK FENCE
W/ BARBED WIRE TOP
RIGHT TURN
STORAGE SIGN
GR
AV
EL
DR
IVE
ASPHALT PAVEMENT
RIGHT OF WAY NOTE REGARDING GOLDEN GEM DRIVE: NO INSTRUMENT OF RECORD WAS FURNISHED AT THE TIME OF SURVEY REGARDING THE RIGHT OF WAY OF THE N-S ALIGNMENT OF GOLDEN GEM DRIVE. IT IS UNKNOWN TO THIS SURVEYOR IF ANY PUBLIC ENTITY HAS RECEIVED DEDICATED INTERESTS ALONG SAID ROUTE. THEREFORE, THE RIGHT OF WAY OF GOLDEN GEM DRIVE MAY ONLY BE REPRESENTED BY THE WIDTH OF THE EXISTING PAVEMENT. RIGHT OF WAY OF THIS PORTION OF GOLDEN GEM DRIVE IS PURSUANT TO FLORIDA STATUTE 95.361.
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
O H
U
OHU OHU OHU OHU OHU
O
HU
OHU OHU
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
W M
W M
W M
WM
W M
W M
W M
W M
W M
W M
W M
W M
G G
G
G G
BT
BT BT
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM FM
WM WM WM WM
WM
W M
W M
WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM
O H
U
O H
U
RW RW RW RW RW RW RW RW RW RW
R W
BE
B E
B E
BT
BT BT
BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT
BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT
BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT
FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC
FO
C
FOC FOC
C
TV
CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV
CTV
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
so
STUBOUT 2"
FM
FM
FM
FM
FM FM FM FM
U N
K
U N
K
U N
K
UNK UNK UNK UNK UNK
OHU
OHU
OHU
OHU
OHU
SD
AS
PH
AL
T P
AV
EM
EN
T
UNK UNK UNK UNK UNK UNK UNK UNK
UNK UNK UNK
CATCH BASIN #2
GRATE ELEV. = 75.26'
INVERT N & S = 71.06'
12" CCP
CATCH BASIN #1
GRATE ELEV. = 75.49'
INVERT S = 71.79'
12" CCP
INVERT = 76.67'
24" CCP
PIPE DIRECTION
S D
TOP OF 6" PVC
ELEV. = 79.88'
TOP OF 6" PVC
ELEV. = 79.78'
SD SD
INVERT = 77.24'
26" CMP
CATCH BASIN
GRATE ELEV. = 82.20'
INVERT W = ???
8" WIDE CONC
HEADWALL TOP=82.9'
CLAY SURFACE
ROADWAY
S D
S D
CATCH
BASIN #1
CATCH
BASIN #2
N89°47'05"E 53.00'(D)
140.01' S89°54'55"W 2619.50'
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
O H
E O
H E
O H
E O
H E
O H
E
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
SD SD SD SD SD SD SD SD SD SD SD SD SD
O H
E O
H E
O H
E O
H E
O H
E O
H E
WM WM WM WM WM
S D
WMWM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM
INSTALL FLOATING
TURBIDITY BARRIER AND
HAY BALES.
END DEMO
EXIST. FENCE
BEGIN DEMO
EXIST. GATE
DEMO
EXIST.
FENCE
DEMO EXIST.
DIRT DRIVE
DEMO EXIST.
DIRT DRIVE
DEMO EXIST.
PAVEMENT
DEMO EXIST. CONCRETE HEADWALL,
DITCH BOTTOM INLET, & CONNECTING
PIPE
DEMO EXIST.
CONCRETE
HEADWALLS
CONTRACTOR TO COORDINATE
WITH DUKE FOR RELOCATION OF
UTILITY POLE & GUY WIRES
DEMO EXIST.
CONCRETE
DEMO EXIST. PAVEMENT
DEMO EXIST.
METAL BRIDGES
& SEAWALL
DEMO
EXIST. SHED
DEMO EXIST. BOLLARDS
DEMO EXIST. STORM
PIPES AND STRUCTURES
BEGIN DEMO
EXIST. FENCE
STA:10+00.00
OFF:15.88'R
END DEMO
EXIST. GATE
BEGIN DEMO
EXIST. FENCE
END DEMO
EXIST. FENCE
INCLUDING POST
CLEAR AND GRUB
EXIST. SWALES
SIDES AND BOTTOMS
CLEAR AND GRUB
EXIST. SWALES
SIDES AND BOTTOMS
OHU
OHU
OHU
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
O H
U
OHU OHU OHU OHU OHU
O
HU
OHU OHU
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
O H
U
O H
U
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
OHU
OHU
OHU
OHU
OHU
N89°47'05"E 53.00'(D)
140.01' S89°54'55"W 2619.50'
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
SD SD SD SD SD SD SD SD SD SD SD SD SD
S D
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
24+00
25+00 25+58
PI: 10+46.48
PI: 11+10.58
PC
: 2
2+
.6
PT: 23+00.21
PC
: 2
3+
.8
PT
: 2
5+
.1
EP
: 2
5+
.3
N70°16'31"E 75.59'
S89°28'55"E 41.19'
C2
C3
PROP. 6" CHAIN LINK FENCE
W/ 3 STRAND BARBED WIRE
PER FDOT INDEX 802
N0° 06' 46"W 66.00'
N89° 54' 55"E 53.00'
N89° 54' 55"E 115.22'
N89°54'55"E 486.66' N89°54'55"E 654.87'
N0° 27' 43"W 20.00'
N89° 54' 55"E 91.22'
N70°16'31"E 100.77'
N89°54'55"E 1306.14'
P R
O P
. 6 6.
R O
W
.0
0'
TY
P
.STATION EQUATION
STA = 11+10.58 LAKE FERNS ROAD (01)
STA = 50+00.00 LAKE FERNS ROAD (02)
12" RIBBON
CURB
TYPE F CURB (PER FDOT
STANDARD PLANS INDEX
520-001)
INSTALL 24" X 30"
R2-1 SPEED
LIMIT SIGN (30 MPH)
INSTALL R1-1 30" X 30" STOP SIGN
W/ (2) STREET NAME SIGNS
& 24" WHITE STOP BAR
INSTALL 24" X 30"
R2-1 SPEED
LIMIT SIGN (30 MPH)
B
B
C
C
CENTERLINE CURVE DATA
CURVE
C2
C3
LENGTH
68.56
141.32
RADIUS
200.00
400.00
DELTA
19.64
20.24
CHORD BNG.
N80° 05' 43.18"E
N80° 23' 48.35"E
CHORD
68.22
140.59
N19° 43' 29"W 77.49'
L=33.03' R=100.00' ∆=18°55'30" T=16.67'
CH=32.88'
CB=N10°15'44"W
STA:23+24.88
OFF:0.00'
STA:23+24.88
OFF:-77.49'L
STA:23+30.29
OFF:-109.92'L
DROP CURB (PER FDOT STANDARD
PLANS INDEX 520-001)
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
N0° 00' 00"E 12.13'
INSTALL R1-1 30" X 30" STOP SIGN
W/ (3) STREET NAME SIGNS
& 24" WHITE STOP BAR
STA:23+53.08
OFF:-176.42'L
N0° 47' 59"W 70.29'
GOLDEN GEM DRIVE
GOLDEN GEM DRIVE
LAKE FERNS ROAD
LAKE FERNS ROAD
LAKE FERNS ROAD
USE EXIST. ROADWAY MATERIAL FROM
LAKE FERNS ROAD TO LEVEL DRIVEWAY
TO MATCH BACK OF RIBBON CURB
.0
0'
PROP. PAVED DRIVEWAY ENTRANCE
SEE BLOW-UP DETAIL THIS SHEET
END PROP. FENCE
INSTALL NEW FENCE POST
CONNECT TO EXIST. FENCE
STA.23+00.45
OFF:19.24'R
END PROP. FENCE
BEGIN PROP. GATE
STA.22+80.36
OFF:23.60'R
INSTALL 20'
CANTILEVERED
SLIDE GATE PER
FDOT INDEX 803
END PROP. GATE
BEGIN PROP. FENCE
STA:22+97.31
OFF:29.24'R
BEGIN PROP.
FENCE
STA:10+00.00
OFF:15.88'R
X X
X
X X X X X
3.00'
PROP. FENCE
PROP. FENCE
PROP. GATE
PROP. FENCE
POST
EXIST. FENCE
STA:22+79.93
OFF:13.00'R
STA:22+80.11
OFF:17.34'R
STA:22+98.15
OFF:23.22'R
STA:23+01.08
OFF:14.76'R
STA:23+04.94
OFF:13.00'R
PROP. PAVED DRIVEWAY
MATCH EXIST. ASPHALT
PROP. ROW
PROP. FENCE
POST
PROP. FENCE POST
2/ 5/
1:
A
M A
H
SCALE IN FEET
Scale: 1"=
50' 50 50 100
OFF-SITE EXIST. CONDITIONS, EROSION CONTROL, & DEMO
OFF-SITE GEOMETRY
PROPERTY BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
SCALE IN FEET
Scale: 1"=
50' 50 50 100
LEGEND
SILT FENCE
DEMO HATCH TYP.
1 2 3 4 5 6 7 8
043859.053
DKB
TNJ
DKB
MARCH 2023
R E
V
IS
IO
N
D A
T E
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
-2
4-
D E
M O
D
IR
T D
R
IV
E W
A Y
; L E
V E
L D
R
IV
E W
A Y
; U P
D A
TE
F
E N
C E
, G A
TE
D R
IV
E
W A
Y U
M
AT
IL
LA
, F
LO
RI
D
A
LA
KE
F
ER
N S
RO
AD
IN
D
U
ST
RI
AL
PA
RK
C O
N
ST
RU
C
TI
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N P
LA
N
S O
FF
-S
IT
E
EX
IS
T.
C
O N
D
IT
IO
N
S, ER
O
SI
O N
C O
N
TR
O L, D
EM
O
Sheet C-420
BASE
G
EO
M
ET
RY
P
LA
N
N O
R
TH
S
IN
C
LA
IR
A
VE
TA
VA
R
ES
, F
LO
R
ID
A
TE
L.
(3
) 3
-8
C E
R
TI
FI
C
A
TE
O F
A U
TH
O
R
IZ
A
TI
O N
N U
M B
E R
: 3
BRETT J. TOBIAS, PE
Registered Eng 69017
NOTES:
1. A TEMPORARY CHAIN LINK SECURITY FENCE TO BE
USED ALONG THE SOUTH SIDE OF LAKE FERNS
ROAD DURING CONSTRUCTION.
2. EDGE OF SIGN FACE TO BE INSTALLED 1' MIN. FROM
BACK OF CURB.
LEGEND
LIFT STATION DRIVEWAY
LEVELING
-3
0-
A D
JU
S
T D
E M
O , P
R O
P . R
O W
, F E
N C
E , G
A
TE
, D R
IV
E
W A
Y ; A
D D
B
LO
W -U
P D
E
TA
IL
PAVED DRIVEWAY BLOW-UP DETAIL
SCALE IN FEET
Scale: 1"=
10' 10 10 20
5.
S0 0°
'4
.7
9'
SD
SD
SD
PROP. 79.00'
ROW
76.49
76.49
76.49
76.49
PC: 62+01.80
EP: 63+92.08
76.73 76.25
76.73 76.25
76.73 76.25
76.73 76.25
76.25
75.29 74.80
75.74
75.62
76.00
76.27 75.2776.4476.73
76.49 76.39
76.25
76.73
76.49
76.25
73.60 74.00 75.00 75.75 76.25 76.25
120.00' D.E. & U.E.
20.00' D .E
. 36.40' D.E.
77767574
R4 0'
R40'
R40'
R40'
.0
0'
.0 0'
58.00' D.E. & U.E.
MATCHLINE
THIS SHEET
.2
.2
.6
.7
.6
.7
.6
.2
.2
73.6
73.6
73.6
73.6
N89°47'05"E 53.00'(D)
N0 0°
'2
'(D
N0 0°
'0
5.
S0 0°
'4
.7
9'
2.
S D
76.49
76.49
76.49
76.49
76.25
76.73
76.73 76.25
76.73 76.25
76.73 76.25
75.69
75.97
76.25
76.49
76.73
76.21
120.00' D.E. & U.E.
R40'
R40'
R4 0'
R40'
PROP. 90.00'
ROW
.0
0'
.0 0'
MATCHLINE
THIS SHEET
.2
.2
.6
.7
.2
.2
.6
.7
73.6
73.6
73.6
73.6
X X X X X X X X X X X X X X X X X X X
SCALE IN FEET
Scale: 1"=
50' 50 50 100
2/ 5/
1:
A
M A
H
LEGEND
DRAINAGE / UTILITY EASEMENT
TYPE 'F' INLET (PER FDOT STANDARD
PLANS INDEX 425-052)
MITERED END SECTION (PER FDOT
STANDARD PLANS INDEX 430-021)
STORM PIPE
STORM MANHOLE (SYMBOL NOT TO
SCALE WITH STRUCTURE SIZE)
FLOW ARROW
EXIST. WETLAND LINE
PROPOSED WETLAND BUFFER
X X X X
PROPOSED SPOT ELEVATION
EXIST. FENCE
MATCH EXIST. GRADE
EXIST. STORM PIPE
EXIST. CONTOUR
SD SD SD
75.69
M.E. 74.53
EXIST. CONCRETE MONUMENT
EXIST. BOLLARD77 PROPOSED CONTOUR
EXIST. POWER POLE
EXIST. GUY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
EXIST.
WETLAND
LINE
GRADING SLOPE LINES
MATCHLINE
EXIST. IRON PIN MONUMENT
EXIST. IRON PIN MONUMENT SET
1 2 3 4 5 6 7 8
043859.053
DKB
TNJ
DKB
MARCH 2023
R E
V
IS
IO
N
D A
T E
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
-2
4-
A D
D F
IL
L
N O
TE
U
M
AT
IL
LA
, F
LO
RI
D
A
LA
KE
F
ER
N S
RO
AD
IN
D
U
ST
RI
AL
PA
RK
C O
N
ST
RU
C
TI
O
N P
LA
N
S
G
RA
D
IN
G P
LA
N
Sheet C-500
BASE
N O
R
TH
S
IN
C
LA
IR
A
VE
TA
VA
R
ES
, F
LO
R
ID
A
TE
L.
(3
) 3
-8
C E
R
TI
FI
C
A
TE
O F
A U
TH
O
R
IZ
A
TI
O N
N U
M B
E R
: 3
DRIVEWAY
LOCATION
DRIVEWAY
LOCATION
DRIVEWAY
LOCATION
DRIVEWAY
LOCATION
NO DUMPING, LAND-CLEARING OR
OTHER DISTURBANCE TO NATIVE
SOIL OR VEGETATION BEYOND
PERMITTED THIS POINT.
NATURAL
CONSERVATION AREA
12"
12"
FOR ADDITIONAL INFORMATION, PLEASE CONTACT
ST. JOHNS RIVER WATER MANAGEMENT DISTRICT
(407-659-4800).
CONSERVATION SIGN NOTES:
1. CONSERVATION AREA SIGN DETAIL
1. CONSERVATION AREA SIGN SHALL BE 12"X12" MOUNTED TO A POST 24" ABOVE THE
GROUND.
2. CONSERVATION AREA SIGNS SHALL BE INSTALLED EVERY 200-FEET ALONG THE LIMITS
OF THE UPLAND BUFFERS.
=DENOTES CONSERVATION SIGN LOCATION
PROPOSED WETLAND
BUFFER 15.00' MIN.
AVERAGE = 25.72'
32,895.85 SF
0.76 AC
PROPOSED
WETLAND
BUFFER
15.00' MIN.
AVERAGE = 25.72'
32,895.85 SF
0.76 AC
DISTURBED AREA
LINE 18.01 AC
DISTURBED AREA
LINE 18.01 AC
DISTURBED AREA
LINE 18.01 AC
DISTURBED AREA
LINE 18.01 AC
BRETT J. TOBIAS, PE
Registered Eng 69017
DISTURBED AREA LINE
WETLAND
8,918.22 SF
.02 AC
NOTE:
ALL FILL REQUIRED TO BRING THE SITE TO FINAL GRADE SHOULD BE INORGANIC, NON-PLASTIC, GRANULAR SOIL (CLEAN SANDS) WITH LESS THAN 10% PASSING A U.S #200 SIEVE. IN STRUCTURAL AREAS, THE FILL SHOULD BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES LOOSE AND SHOULD BE COMPACTED TO A MINIMUM OF 95% OF THE SOIL’S MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASTM SPECIFICATION D-1557. IN-PLACE DENSITY TESTS SHOULD BE PERFORMED ON EACH LIFT BY AN EXPERIENCED ENGINEERING TECHNICIAN WORKING UNDER THE DIRECTION OF A REGISTERED GEOTECHNICAL ENGINEER TO VERIFY
THAT THE RECOMMENDED DEGREE OF COMPACTION HAS BEEN ACHIEVED.
CATCH BASIN #1
GRATE ELEV. = 75.49'
INVERT = 76.67'
24" CCP
PIPE DIRECTION
S D
TOP OF 6" PVC
ELEV. = 79.88'
TOP OF 6" PVC
ELEV. = 79.78'
SD
INVERT = 77.24'
26" CMP
INVERT W = 76.72'
12" PVC PIPE
INVERT S = 76.47'
10" PVC PIPE
INVERT N = 76.72'
10" PVC PIPE
INVERT S = 77.06'
4" CPP PIPE
INVERT E = 77.64'
4" PVC PIPE
N89°47'05"E 53.00'(D)
N0 0°
'2
'(D
N0 0°
'0
5.
5.
S0 0°
'4
.7
9' S0
0°
'4
.7 9'
2.
140.01' S89°54'55"W 2619.50'
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
S D
S D
SD
S D
PC: 62+01.80
EP: 63+92.08
D-03
DBI TYPE F PER FDOT
STD. PLANS 425-001,
425-010, 425-053
NORTHING:1667850.9146
EASTING:438274.0295
RIM:78.80
S INV IN:70.80 30" RCP
W INV OUT:70.20 30" RCP
D-06
MH PER FDOT STD.
PLANS 425-001, 425-010
STA:63+65.90 OFF:-22.11L
RIM:75.00
E INV IN:66.30 30" RCP
W INV OUT:66.30 30" RCP
224' of 30" RCP @ 0.09%
D-07
30" CD M.E.S. PER FDOT
STD. PLANS 430-021
W/ 10'x10' SPLASH PAD
STA:63+01.25 OFF:-101.92L
E INV IN:66.00 30" RCP
111' of 30" RCP @ 0.27%
D-04
DBI TYPE F PER FDOT
STD. PLANS 425-001,
425-010, 425-053
NORTHING:1667850.8339
EASTING:438049.6473
RIM:75.00
E INV IN:70.00 30" RCP
W INV OUT:68.20 30" RCP
172' of 30" RCP @ 0.12%
D-05
DBI TYPE F PER FDOT
STD. PLANS 425-001,
425-010, 425-053
NORTHING:1667850.7718
EASTING:437877.1403
RIM:73.00
E INV IN:68.00 30" RCP
W INV OUT:66.50 30" RCP
77' of 30" RCP @ 0.26%
D-01
DBI TYPE F W/ SKIMMER
PER FDOT STD. PLANS 425-001,
425-010, 425-053
STA:62+47.22 OFF:20.06R
RIM:75.75
W INV OUT:67.20 18" RCP
D-02
18" CD M.E.S. PER FDOT
STD. PLANS 430-021
W/ 10'x10' SPLASH PAD
STA:62+40.46 OFF:-70.09L
E INV IN:67.00 18" RCP 90' of 18" RCP @ 0.22%
120.00' D.E. & U.E.
20.00' D .E
36.40' D.E.
64' of 18" RCP @ 0.00%
77767574
PROP.
79.00'
ROW
PROP.
90.00'
ROW
18" M.E.S. PER
FDOT STD.
PLANS
430-021 W/ 10'x10'
SPLASH PAD
N INV:72.50
18" M.E.S. PER
FDOT STD. PLANS 430-021
W/ 10'x10' SPLASH PAD
S INV:72.50
64' of 18" RCP @ 0.00%
64' of 18" RCP @ 0.00%
18" M.E.S. PER
FDOT STD.
PLANS
430-021 W/ 10'x10'
SPLASH PAD
N INV:72.50
18" M.E.S. PER
FDOT STD.
PLANS
430-021 W/ 10'x10'
SPLASH PAD
N INV:72.50
18" M.E.S. PER
FDOT STD. PLANS 430-021
W/ 10'x10' SPLASH PAD
S INV:72.50
18" M.E.S. PER
FDOT STD. PLANS 430-021
W/ 10'x10' SPLASH PAD
S INV:72.50
TEMPORARY CONSTRUCTION AREA.
RESTORE VEGETATION TO EXISTING
CONDITIONS.
58.00'
D.E. & U.E.
.2
.2
.6
.7
.6
.7
.2
.2
.6
.7
.2
.2
.6
.7
.2
.2
73.6
73.6
73.6
73.6
73.6
73.6
5.0'
TYP.
D-03B
MH TYPE 8 PER FDOT
STD. PLANS 425-001, 425-010
NORTHING:1667797.3113
EASTING:438274.0488
RIM:78.90
E INV IN:74.44 24" RCP
N INV OUT:74.40 24" RCP
D-03A
MH TYPE 8 PER FDOT
STD. PLANS 425-001, 425-010
NORTHING:1667839.7581
EASTING:438274.0336
RIM:78.80
S INV IN:74.30 24" RCP
E INV IN:70.98 12" RCP
N INV OUT:70.90 30" RCP
11' of 30" RCP @ 0.90%
FIELD LOCATE 12" PIPE
42' of 24" RCP @ 0.24%
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
SCALE IN FEET
Scale: 1"=
80' 80 80 160
2/ 5/
1:
A
M A
H
X X X X
LEGEND
DRAINAGE / UTILITY EASEMENT
TYPE 'F' INLET (PER FDOT STANDARD
PLANS INDEX 425-052)
MITERED END SECTION (PER FDOT
STANDARD PLANS INDEX 430-021)
STORM PIPE
STORM MANHOLE (SYMBOL NOT TO
SCALE WITH STRUCTURE SIZE)
PROPOSED SPOT ELEVATION
EXIST. FENCE
MATCH EXIST. GRADE
EXIST. STORM PIPE
EXIST. CONTOUR
SD SD SD
FLOW ARROW
75.69
M.E. 74.53
EXIST. CONCRETE MONUMENT
EXIST. WETLAND LINE
EXIST. BOLLARD
77 PROPOSED CONTOUR
EXIST. NAIL & DISK
EXIST. POWER POLE
EXIST. GUY
PROPOSED WETLAND BUFFER
PROPERTY BOUNDARY
PROPERTY
BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
EXIST. WETLAND LINE
GRADING SLOPE LINES
EXIST. IRON PIN MONUMENT
EXIST. IRON PIN MONUMENT SET
1 2 3 4 5 6 7 8
043859.053
DKB
TNJ
DKB
MARCH 2023
R E
V
IS
IO
N
D A
T E
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
-2
4-
A D
D S
P
LA
S H
P A
D S
U M
AT
IL
LA
, F
LO
RI
D A
LA
KE
F
ER
N S
RO
AD
IN
D
U
ST
RI
AL
PA
RK
C O
N
ST
RU
C
TI
O
N P
LA
N
S
D
RA
IN
AG
E
PL
AN
Sheet C-600
BASE
N O
R
TH
S
IN
C
LA
IR
A
VE
TA
VA
R
ES
, F
LO
R
ID
A
TE
L.
(3
) 3
-8
C E
R
TI
FI
C
A
TE
O F
A U
TH
O
R
IZ
A
TI
O N
N U
M B
E R
: 3
PROPOSED WETLAND
BUFFER 15.00' MIN.
AVERAGE = 25.72'
32,895.85 SF
0.76 AC
BRETT J. TOBIAS, PE
Registered Eng 69017
NOTE:
SEE SHEET C-800 FOR SPLASH PAD DETAIL
S D
SD SD
N89°47'05"E 53.00'(D)
140.01' S89°54'55"W 2619.50'
SD SD SD SD SD SD SD SD SD SD SD SD SD
S D
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
24+00
25+00 25+58
PI: 10+46.48
PI: 11+10.58
PC
: 2
2+
.6
PT: 23+00.21
PC
: 2
3+
.8
PT
: 2
5+
.1
EP
: 2
5+
.3
82.54
83.47
M.E. 74.53
74.96 75.39 75.81 76.24 76.60 76.81 77.03 77.25 77.46 77.68 77.90 78.12 78.33 78.63 79.12 79.62 80.11 80.60 81.10 81.59 81.74 81.88 82.03 82.18 82.32 82.47
83.22
75.48
75.97
75.6976.21
75.24
75.89
75.65
75.6574.34 75.82 76.50 77.32 79.14 81.12 81.89
74.94
75.18
74.94 75.24
82.91
82.31 83.09 83.05
83.24
M.E. 83.27
M.E. 82.92
75 7172737475
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
M.E. 82.21
CATCH BASIN #2
GRATE ELEV. = 75.26'
INVERT N & S = 71.06'
12" CCP
CATCH BASIN #1
GRATE ELEV. = 75.49'
INVERT S = 71.79'
12" CCP
INVERT = 76.67'
24" CCP
PIPE DIRECTION
S D
TOP OF 6" PVC
ELEV. = 79.88'
TOP OF 6" PVC
ELEV. = 79.78'
SD SD
INVERT = 77.24'
26" CMP
N89°47'05"E 53.00'(D)
140.01' S89°54'55"W 2619.50'
SD SD SD SD SD SD SD SD SD SD SD SD SD
S D
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
24+00
25+00 25+58
PI: 10+46.48
PI: 11+10.58
PC
: 2
2+
.6
PT: 23+00.21
PC
: 2
3+
.8
PT
: 2
5+
.1
EP
: 2
5+
.3
STA:10+04.99
OFF:-12.00'L
STA:11+79.30
OFF:-12.00'L
STA:12+84.05
OFF:-12.00'L
STA:14+71.61
OFF:-12.00'L
STA:17+76.38
OFF:-12.00'L
STA:19+76.77
OFF:-12.00'L
STA:21+84.88
OFF:-12.00'L
PROPOSED FLUME &
SPLASH PAD (TYP.)
SEE DETAIL (SHEET C-800)
D-08
DBI TYPE F W/ 5' DIA.
J-BOT PER FDOT STD.
PLANS INDEX 425-001,
425-010, 425-053
STA:24+00.01 OFF:16.12R
RIM:82.00
CONNECT TO EXIST. 36" STORM
PIPES WITH CONC. JACKET PER
FDOT STD. PLANS INDEX 425-001
15' of 36" RCP @ 1.00%
CONNECT TO EXIST. 36" STORM
PIPES WITH CONC. JACKET PER
FDOT STD. PLANS INDEX 425-001
D-09
36" SD MES PER
FDOT STD PLANS 430-022
STA:11+50.44 OFF:-33.46L
W INV OUT:71.00 36" RCP
D-10
36" SD MES PER
FDOT STD PLANS 430-022
W/ 10'x8' SPLASH PAD
STA:10+70.12 OFF:-29.63L
E INV IN:69.00 36" RCP
80' of 36" RCP @ 2.47%
CONSTRUCT 12 LF OF 24" CPP
TO NEW SWALE BOTTOM
CONNECT TO EXIST. 24" STORM
PIPE WITH CONC. JACKET PER
FDOT STD. PLANS INDEX 425-001
REDUCE LENGTH OF SWALE
TOP OF BANK TO BE 2' INSIDE
OF PROPOSED FENCE
D-11
STA:10+44.54 OFF:-28.82'L
SEE OFFSITE WEIR
DETAIL SHEET C-810
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
2/ 5/
1:
A
M A
H
SCALE IN FEET
Scale: 1"=
50' 50 50 100
OFF-SITE GRADING
OFF-SITE DRAINAGE
X X X X
LEGEND
DRAINAGE / UTILITY EASEMENT
TYPE 'F' INLET (PER FDOT STANDARD
PLANS INDEX 425-052)
MITERED END SECTION (PER FDOT
STANDARD PLANS INDEX 430-021)
STORM PIPE
STORM MANHOLE (SYMBOL NOT TO
SCALE WITH STRUCTURE SIZE)
PROPOSED SPOT ELEVATION
EXIST. FENCE
MATCH EXIST. GRADE
EXIST. STORM PIPE
EXIST. CONTOUR
SD SD SD
FLOW ARROW
75.69
M.E. 74.53
EXIST. CONCRETE MONUMENT
EXIST. IRON ROD
EXIST. WETLAND LINE
EXIST. BOLLARD
PROPOSED CONTOUR
EXIST. NAIL & DISK
EXIST. POWER POLE
EXIST. GUY
PROPERTY BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
SCALE IN FEET
Scale: 1"=
50' 50 50 100
1 2 3 4 5 6 7 8
043859.053
DKB
TNJ
DKB
MARCH 2023
R E
V
IS
IO
N
D A
T E
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
-2
4-
S P
E C
IF
Y
S W
A
LE
R E
IN
FO
R C
E M
E N
T M
A T
S Y
S
TE
M U
M
AT
IL
LA
, F
LO
RI
D
A
LA
KE
F
ER
N S
RO
AD
IN
D
U
ST
RI
AL
PA
RK
C O
N
ST
RU
C
TI
O
N P
LA
N
S O
FF
-S
IT
E
G
RA
D
IN
G
D
RA
IN
AG
E
PL
AN
Sheet C-620
BASE
N O
R
TH
S
IN
C
LA
IR
A
VE
TA
VA
R
ES
, F
LO
R
ID
A
TE
L.
(3
) 3
-8
C E
R
TI
FI
C
A
TE
O F
A U
TH
O
R
IZ
A
TI
O N
N U
M B
E R
: 3
BRETT J. TOBIAS, PE
Registered Eng 69017
SEE OFFSITE WEIR DETAIL SHEET C-810 FOR ADDITIONAL GRADING DETAILS
NOTE:
OFFSITE WEIR TO BE CONSTRUCTED FIRST TO MINIMIZE
IMPACT TO DOWNSTREAM RESIDENTS.
B
INSTALL NORTH AMERICAN VMAX C-350 PERMANENT
TURF AND EARTH REINFORCEMENT MAT SYSTEM
(OR APPROVED EQUAL) AND SOD ON SWALE BOTTOM
AND SIDES. MATCH EXISTING SIDE SLOPES AND SWALE
BOTTOM ELEVATION. SEE SECTION B-B ON SHEET C-800.
REMOVE TREES, RE-GRADE AREA TO ORIGINAL CONDITION
B
-3
0-
A D
D S
P
LA
S H
P A
D , E
D
IT
C C
P T
O C
P P
NOTE:
SEE SHEET C-800 FOR SPLASH PAD DETAIL
O H
U O
H U
O H
U O
H U
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU
O
HU
OHU
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U
OHU OHU OHU OHU OHU OHU OHU
WM
WM
WM
WM
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
WM WM
WM
WM WM WM WM
WM WM WM WM WM
W M
G G
BT
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
WM
WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM
O H
U
RW RW RW RW
R W
BT
BT BT BT BT BT BT BT BT BT BT
BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOCCTV CTV CTV CTV CTV CTV CTV CTV
OHU OHU OHU OHU OHU OHU OHU OHU OHU
O H
U
STUBOUT 2"
STUBOUT 4" PVC
FM
FM
FM FM FM
U N
K
UNK UNK UNK
OHU
OHU
OHU
UNK UNK UNK UNK UNK
UNK UNK
S D
SD
OHU
OHU
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
N89°47'05"E 53.00'(D)
N0 0°
'2
'(D
N0 0°
'0
5.
5.
S0 0°
'4
.7
9' S0
0°
'4
.7 9'
2.
140.01' S89°54'55"W 2619.50'
OHU
OHU
OHU
OHU
OHU
OHU
OHU
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
O H
E O
H E
O H
E
OHE
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
OHE
OHE
OHE
OHE
OHE
OHE
O H
E
O H
E
O H
E
OHE OHE OHE OHE OHE
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
O H
E
O H
E
O H
E
O H
E
OHE
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
O H
E
OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE
OHE OHE OHE OHE OHE
OHE
OHE
O H
E
OHE
SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
S D
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
O H
E
O H
E O
H E
O H
E
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
B T
BT
WM WM WM
W M
W M
W M
W M
W M
W M
W M
S D
SD
S D
WM WM WM WM WM WM WM
WM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM
FM
FM
FM
WM WM WM WM WM
WM WM
WM WM WM WM WM
WM
WM
W M
W M
W M
WM WM
WM
WM
WM WM WM WM WM WM WM WM WM WM WM WM WM
W M
WM
WM
N89°58'46"E 639.42'
S00°33'10"E 997.17'
S00°35'47"W 332.40'
S89°54'55"W 601.87'
N00°24'01"E 700.00'
N
°2
'0
.1
'(C
N89°54'55"E 53.00'
N89°48'26"W 59.00'
S89°52'56"E 59.00'
FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FMFMFM
FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
24+00 25+00 25+58
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM
FM FM FM FM FM
FM FM FM FM
W M
W M
W M
WM
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
VIEWPORT 1
SHEET C-720
VIEWPORT 2
SHEET C-720
WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
SCALE IN FEET
Scale: 1"=
80' 80 80 160
2/ 5/
1:
A
M A
H
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPOSED
LOT LINE
PROPOSED
LOT LINE
10" PVC
WATER MAIN
4" PVC
FORCE MAIN
10" PVC
WATER MAIN
1 2 3 4 5 6 7 8
043859.053
DKB
TNJ
DKB
MARCH 2023
R E
V
IS
IO
N
D A
T E
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
-2
4-
A D
D
H Y
D R
A N
TS
, W
M
F M
D
IP
U M
AT
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LA
, F
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F
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N S
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IN
D
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C O
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ST
RU
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TI
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LA
N
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M
AS
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PL
AN
Sheet C-700
BASE
N O
R
TH
S
IN
C
LA
IR
A
VE
TA
VA
R
ES
, F
LO
R
ID
A
TE
L.
(3
) 3
-8
C E
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TI
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C
A
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O F
A U
TH
O
R
IZ
A
TI
O N
N U
M B
E R
: 3
BRETT J. TOBIAS, PE
Registered Eng 69017
4" DIP
FORCE MAIN
10" DIP
WATER MAIN
10" DIP
WATER MAIN
FHA
FHA
OHU
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
O H
U
OHU OHU OHU OHU OHU
O
HU
OHU OHU
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
O H
U O
H U
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
W M
W M
W M
WM
W M
W M
W M
W M
W M
W M
W M
W M
G G
G
G G
BT
BT BT
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM FM
WM WM WM WM
WM
W M
W M
WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM
O H
U
O H
U
RW RW RW RW RW RW RW RW RW RW
R W
BE
B E
B E
BT
BT BT
BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT
BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT
BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT
FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC
FO
C
FOC FOC
C
TV
CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV
CTV
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
STUBOUT 2"
FM
FM
FM
FM
FM FM FM FM
U N
K
U N
K
U N
K
UNK UNK UNK UNK UNK
OHU
OHU
OHU
OHU
OHU
UNK UNK UNK UNK UNK UNK UNK UNK
UNK UNK UNK
S D
SD SD
N89°47'05"E 53.00'(D)
140.01' S89°54'55"W 2619.50'
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHUML A-A
STA:
50+46.42'
O H
E O
H E
O H
E O
H E
O H
E
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
SD SD SD SD SD SD SD SD SD SD SD SD SD
O H
E O
H E
O H
E O
H E
WM WM WM WM WM
S D
WMWM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
EXIST. CITY OF UMATILLA
6" FORCE MAIN
EXIST. CITY OF UMATILLA
2" WATER MAIN
EXIST. CITY OF UMATILLA
6" FORCE MAIN
EXIST. CITY OF UMATILLA
2" WATER MAIN
EXIST. CITY OF
UMATILLA 2"
WATER MAIN
EXIST. CITY
OF UMATILLA
6" FORCE MAIN
S00°35'47"W 332.40'
S89°54'55"W 601.87'
FM FM FM FM FM FM FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
24+00
25+00 25+58
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM
FM FM FM FM FM FM FM
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
35.00'
R40'
INSTALL 4"
45° BEND
INSTALL 4"
45° BEND
INSTALL 4" DIP
FORCE MAIN
INSTALL 10" 90° BEND
PROP. TRANSITION FROM
10" 90° BEND TO 12" HDPE
DIRECT BURY
12" HDPE
WATER MAIN
WET TAP EXIST.
12" DIP FORCE MAIN
W/ 12"x4" TAPPING
SLEEVE & 4" PLUG VALVE
FOR CONNECTION
INSTALL 10"
GATE VALVE
INSTALL 12"
GATE VALVE
WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM
.6
6'
2.
2.
EXIST. 12" FORCE MAIN
FUTURE 10" FM PER CENTRAL
AVENUE PROJECT BY HALFF
EXIST. WATER
SERVICE
INSTALL 10" GATE VALVE
FOR CONTINUATION SEE
N/S GOLDEN GEM UTILITY
IMPROVEMENT PLANS
BY HALFF
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
INSTALL 10"x6" TEE
WM
INSTALL FIRE
HYDRANT ASSEMBLY
PROP. TRANSITION
FROM 10" PVC TO 10" DIP
PROP.
TRANSITION
FROM 4" PVC
TO 4" DIP
INSTALL 10"
DIP WATER
MAIN
INSTALL 10"
DIP WATER
MAIN
INSTALL 10" 90° BEND
PROP. TRANSITION FROM
12" HDPE TO 10" 90° BEND
INSTALL 10"x4" TEE
INSTALL 4" GATE
VALVE & 4" PLUG
INSTALL 4" PVC
WATER MAIN
OHUOHUOHUOHU
M L
A -A
S
TA
.4 2'
N
°5
'4
"E
.4
S
°5
'5
"W
.8
S89°52'56"E 59.00'
51+0052+0053+0054+0055+0056+0057+0058+0059+0060+0061+0062+00
63+00
63+92
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
W M
WM WM
W M
W M
W M
W M
WM
WM
WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM
INSTALL 4" PVC
FORCE MAIN
0.
D .E
U
.E
0.
D .E
U
.E
35.00' 35.00'35.00'
R40' R40' R40' R40' R40' R40'
P R
O P
. 7 9.
R O
W
P R
O P
. 9 0.
R O
W
INSTALL 10" PVC
WATER MAIN
INSTALL
(4) 10" 45°
BENDS
INSTALL (2) 10"
22.5° BENDS
INSTALL 10"
GATE VALVE
& 10" PLUG
PROPOSED LOT LINEPROPOSED LOT LINE
INSTALL 10"
GATE VALVE
.0
0' D
.E
U .E
EXIST. WETLAND LINE
PROPOSED
25' WETLAND
BUFFER LINE
9.
9.
INSTALL 1" ARV
INSTALL 1" ARV
INSTALL 4"x4" TEE
INSTALL 4"
90° BEND
INSTALL 4" WYE,
(3) 4" 45° BENDS,
(2) 4" PLUG VALVES,
& (2) 4" PLUGS
INSTALL 4" PLUG
VALVE & 4" PLUG
INSTALL
1" ARV
INSTALL FIRE
HYDRANT ASSEMBLY
SCALE IN FEET
Scale: 1"=
50' 50 50 100
2/ 5/
1:
A
M A
H
SCALE IN FEET
Scale: 1"=
50' 50 50 100
PROPOSED LAKE FERNS ROAD UTILITY PLAN
EXISTING LAKE FERNS ROAD UTILITY PLAN
LEGEND
DRAINAGE / UTILITY EASEMENT
FORCE MAIN
PLUG
SINGLE WATER SERVICE
WATER MAIN
GATE VALVE / PLUG VALVE
TEE
ELBOW
DOUBLE WATER SERVICE
FM FM FM
WM WM WM
EXIST. WETLAND LINE
PROPOSED WETLAND BUFFER
OHU OHU OHU
FOC FOC FOC
CTV CTV CTV
BT BT BT
WM WM WM
FM FM FM
X X X X
RW RW RW
UNK UNK UNK
OHE OHE OHE
BE BE BE
G G G
TYPE 'F' INLET (PER FDOT STANDARD
PLANS INDEX 425-052)
MITERED END SECTION (PER FDOT
STANDARD PLANS INDEX 430-021)
STORM PIPE
STORM MANHOLE (SYMBOL NOT TO
SCALE WITH STRUCTURE SIZE)
EXIST. FORCE MAIN
EXIST. BURIED TELEPHONE LINE
EXIST. WATER MAIN
EXIST. BURIED CABLE TELEVISION LINE
EXIST. FENCE
EXIST. POWER POLE
EXIST. GUY
EXIST. GATE VALVE
EXIST. STORM PIPE
EXIST. BURIED FIBER OPTIC CABLE LINE
EXIST. CONTOUR
EXIST. OVERHEAD UTILITY
EXIST. OVERHEAD ELECTRIC
EXIST. BURIED ELECTRIC
EXIST. REUSE WATER MAIN
EXIST. BURIED GAS LINE
EXIST. UNKNOWN
SD SD SD
REDUCER
EXIST. BENCHMARK
EXIST. GAS UTILITY MARKER
EXIST. CONCRETE MONUMENT
EXIST. WATER METER
EXIST. TELEPHONE VAULT
EXIST. ELECTRIC BOX
EXIST. TELEPHONE PEDESTAL
EXIST. IRON ROD
EXIST. SPRINKLER SPIGOT
EXIST. FIBER OPTIC VAULT
EXIST. BOLLARD
EXIST. AIR RELEASE VALVE
EXIST. REUSE WATER VALVE
EXIST. SEWER VALVE
EXIST. NAIL & DISK
EXIST. WELL
EXIST. SIGN
EXIST. CABLE TV RISER
PROPERTY BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
AIR RELEASE VALVE
MATCHLINE
NOTE:
PROPOSED UTILITIES AND SERVICES
TO BE 3' BELOW PROPOSED BOTTOM
OF POND/SWALE
1 2 3 4 5 6 7 8
043859.053
DKB
TNJ
DKB
MARCH 2023
R E
V
IS
IO
N
D A
T E
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
-2
4-
A D
D
H Y
D R
A N
TS
, M
O V
E F
M S
E R
V
IC
E , A
D
JU
S T
FM
C
O N
N E
C
TI
O N
, W M
F
M D
IP
U
M
AT
IL
LA
, F
LO
RI
D
A
LA
KE
F
ER
N S
RO
AD
IN
D
U
ST
RI
AL
PA
RK
C O
N
ST
RU
C
TI
O
N P
LA
N
S
U
TI
LI
TY
P
LA
N
Sheet C-720
BASE
N O
R
TH
S
IN
C
LA
IR
A
VE
TA
VA
R
ES
, F
LO
R
ID
A
TE
L.
(3
) 3
-8
C E
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A
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O F
A U
TH
O
R
IZ
A
TI
O N
N U
M B
E R
: 3
BRETT J. TOBIAS, PE
Registered Eng 69017
CROSS
WYE
NOTES:
1. THERE WILL BE NO TEMPORARY CONNECTION OF THE REUSE WATER
MAIN WITH THE PROPOSED ON-SITE POTABLE WATER MAIN
2. SEE SHEET C-840 FOR FIRE HYDRANT ASSEMBLY DETAIL
-3
0-
A D
JU
S
T W
M L
A Y
O U
T
C H
A N
G E
T O
H D
P E
D
IR
E C
T B
U R
Y
FIRE HYDRANT ASSEMBLY
-0
5-
A D
D
" W A
TE
R
S E
R V
IC
2/ 5/
1:
A
M A
H
4" THICK, 3000 PSI CONC. SPLASH
PAD W/ 6" x 6" - 10/10 WWF
SLOPE TO MATCH
EXIST. GRADE
SECTION C-C CONCRETE FLUME & SPLASH PAD
NOT TO SCALE
4" THICK, 3000 PSI
CONC. FLUME
SECTION A-A CONCRETE FLUME
NOT TO SCALE
CONCRETE FLUME & SPLASH PAD PLAN VIEW DETAIL
NOT TO SCALE
2' O.C.
2'6" 6"
10"
MATCH EXIST.
BOTTOM WIDTH
2'2'
7'
EXIST. DITCH
BOTTOM
VARIES
(6' AVERAGE)
2'
3'
6" 6"
R4'R4'
TYPE F CURB
STATION & OFFSET
POINT OF REFERENCE
AT EDGE OF PAVEMENT
6"
4" THICK, 3000 P.S.I.
CONCRETE SPLASH PAD
W/ 6" x 6" - 10/10 WWF
6"
6"
6"
10-12" FIELD STONES (TYP.)
18" DEEP FOOTER (TYP.)
M A
TC
H
E
XI
S T.
S
LO
P E
6"6" 10"
18"
A A
B B
C
C
SECTION B-B CONCRETE SPLASH PAD
NOT TO SCALE
2' O.C.
2' O.C.
4" THICK, 3000 P.S.I.
CONCRETE SPLASH PAD
W/ 6" x 6" - 10/10 WWF
22" 22" 18" 18"
NOTES:
1. FIELD STONES TO BE A MIN. OF 6"
ABOVE CONCRETE TO PROVIDE
ENERGY DISSIPATION
2. FIELD STONES TO BE GROUTED
TO CONCRETE PAD
7'
TYPICAL
ROADWAY
SECTION
STABILIZED SUBGRADE
COMPACTED TO 98% MAX.
DENSITY A.A.S.H.T.O.
T-180, L.B.R.- 40
12" RIBBON CURB DETAIL
NOT TO SCALE
SOD DISTURBED AREA
TOP OF SOD TO BE
1" MIN. & 2" MAX.
BELOW THE TOP OF
THE BACK OF CURB
2'
12"
12"
12" 12"
2% SLOPE2% SLOPE
2% SLOPE 2% SLOPE
58'
45' 12'12'
32'
5'
BERM
120' DRAINAGE &
UTILITY EASEMENT1' 1'
C
R/W
L
R/W
49'
35'
SOD 12'
12" (TYP.)
12'
17'
4'
SOD2' 1'
66' R/W C
R/W
L
R/W
6" (TYP.)
EXIST.
GRADE
TYPE 'F' CURB
AND GUTTER
(TYP.) PER FDOT
STD. PLANS
INDEX 520-001
12" RIBBON
CURB
EXIST.
GRADE
EXIST. SWALE
VARIES
2" SP 9.5
ASPHALT
8" LIMEROCK BASE, PRIMED
(2 LIFTS) 98% MAX. DENSITY,
A.A.S.H.T.O. T-180, L.B.R.- 100
12" STABILIZED SUBGRADE
COMPACTED TO 98% MAX.
DENSITY A.A.S.H.T.O.
T-180, L.B.R.- 40
TYPICAL SECTION B-B SHEET (C-420)
NOT TO SCALE
EXIST.
GRADE
12" (TYP.)
90' R/W
12" (TYP.)
89' POND
10'
SOD
59' POND
BOTTOM
15' SLOPE 15' SLOPE
5'
BERM
19'
2" SP 9.5
ASPHALT
8" LIMEROCK BASE, PRIMED
(2 LIFTS) 98% MAX. DENSITY,
A.A.S.H.T.O. T-180, L.B.R.- 100
12" STABILIZED SUBGRADE
COMPACTED TO 98% MAX.
DENSITY A.A.S.H.T.O.
T-180, L.B.R.- 40
TYPICAL SECTION A-A (SHEET C-400)
NOT TO SCALE
12" RIBBON
CURB BOTH
SIDES
4:1 TO EXIST. GRADE
4:1 4:1
TOB EL=A
TYPICAL POND SECTION
NOT TO SCALE
BOTTOM EL=B
NOTES:
1. MAXIMUM SIDE SLOPES NOT TO EXCEED 4:1
2. SOD ALL SIDE SLOPES
3. SEED AND MULCH BOTTOM
VARIES
POST
BASIN 1
POND
NO.
76.25
A B
73.60
2% SLOPE
12'12' 1'
12"
(TYP.)
12" RIBBON
CURB
2'
VARIES
2% SLOPE
2'
2" SP 9.5
ASPHALT
8" LIMEROCK BASE, PRIMED
(2 LIFTS) 98% MAX. DENSITY,
A.A.S.H.T.O. T-180, L.B.R.- 100
12" STABILIZED SUBGRADE
COMPACTED TO 98% MAX.
DENSITY A.A.S.H.T.O.
T-180, L.B.R.- 40
6:1 6:1
TYPICAL SECTION C-C (SHEET C-420)
NOT TO SCALE
PROPOSED
GRADE
EXIST.
GRADE
PROPOSED
GRADE
EXIST.
GRADE
D.E.
U.E.
1 2 3 4 5 6 7 8
043859.053
DKB
TNJ
DKB
MARCH 2023
R E
V
IS
IO
N
D A
T E
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
-2
4-
A D
JU
S
T S
E C
. B -B
C
O N
TR
O
L S
TR
U
C
TU
R E
D E
TA
IL
S , A
D D
S P
LA
S
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A D
D E
TA
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LA
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LO
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D A
LA
KE
F
ER
N S
RO
AD
IN
D
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PA
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C O
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ST
RU
C
TI
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N P
LA
N
S
PA
VI
N G
D
RA
IN
AG
E
D
ET
AI
LS
Sheet C-800
BASE
N O
R
TH
S
IN
C
LA
IR
A
VE
TA
VA
R
ES
, F
LO
R
ID
A
TE
L.
(3
) 3
-8
C E
R
TI
FI
C
A
TE
O F
A U
TH
O
R
IZ
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3000 P.S.I.
CONCRETE
10"
INV.=E
MITERED END SECTION
DC
75.25 67.20
1' -6
COVER
6" MIN.
4:1
90 LF OF 18" RCP
INV. (D)
NO.
POND BA
76.25 75.75
1' -6
12" 12"12" 12"
DRILL 3/16" HOLE, 2" DEEP,
Lite SPIKE
BOTTOM OF SKIMMER EL. (C)
TOP OF GRATE EL. (B)
TOP OF SKIMMER EL. (A)
PER FDOT STD PLANS 425-070
STRUCTURE
ACROSS2:1 SLOPE
4:1
12"
PLAN
SECTION
6"
3"
(M
IN
PLATE
10" O.C. IN MASONRY, INSERT
Lite SPIKE AND HAMMER FLUSH.
3/16"x 2" Lite SPIKE
2"
ANCHOR DETAIL
THERMOSETTING RESIN SKIMMER
3/16" FIBERGLASS REINFORCED
CONTROL STRUCTURE
Z BRACKET, 3/16" FIBERGLASS
REINFORCED SUPPORT BRACKET
3/16" REINFORCED FIBERGLASS
SKIMMER COLOR-DISAPPEARING GREEN
THRU BOLTS W/ WASHERS 10" O.C.
W/ SKIMMER DETAIL
3- STAINLESS STEEL
12"
RCP
W/ 3/16" REINFORCED FIBERGLASS
W/ 3-STAINLESS STEEL BOLTS (2).
SUPPORT BRACKETS
ANCHOR SKIMMER PLATE
E
67.00
BRETT J. TOBIAS, PE
Registered Eng 69017
SLOPEVARIES
BOTTOM
VARIES
SLOPE
VARIES
MATCH
EXIST.
GRADE
INSTALL NORTH AMERICAN VMAX C-350
PERMANENT TURF AND EARTH
REINFORCEMENT MAT SYSTEM
(OR APPROVED EQUAL) AND SOD ON
SIDES & BOTTOM OF SWALE
2" M
IN
14" MAX.
30.0'
20.0'
10.0'SOD
10.0'
10.0'SOD
2.
0'
10.0'
10.0'
SOD
A
A
SOD
SOD
SOD
SOD
SOD
TYPICAL SPLASH PAD DETAIL
NOT TO SCALE
PROP. FLARED END SECTION
3" GALVANIZED PIPE FOR GRATE
TO BE FLATTENED AT END (MIN. 2")
AND ATTACHED TO FES WITH 2 TAPCONS
ON SIDE OF FES (TYPICAL BOTH SIDES)
CONCRETE SPLASH PAD - 3000 P.S.I./6" THICK
6"x 6"-W1.4 x W1.4 WWF
WIRE MESH
3" GALVANIZED PIPE FOR GRATE
TO BE FLATTENED AT END (MIN. 2")
AND ATTACHED TO FES WITH 2 TAPCONS
ON SIDE OF FES (TYPICAL BOTH SIDES)
TAPCON (TYPICAL)
6"x 6"-W1.4 x W1.4 WWF
WIRE MESH
6" 6"
6"9.00'6"
6"
8" M
A X.
1:
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043859.053
BJT
CLB
CLB
JUNE 2023
R E
V
IS
IO
N
D A
T E
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
N O
R
TH
S
IN
C
LA
IR
A
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TA
VA
R
ES
, F
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ID
A
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L.
(3
) 3
-8
C E
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A U
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FILE NAME:
U M
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F
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N S
RO
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IN
D
U
ST
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PA
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Sheet C-810
BASE
BRETT J. TOBIAS, PE
Registered Eng 69017
(2)
(3)
(5)
TYPICAL WEIR SECTION
NOT TO SCALE
WEIR SECTION DATA
(1) (F.T.) (2) (F.T.) (3) (ELEV.) (4) (ELEV.)
POST BASIN 3 0.50 4.00 73.00 70.50
3" THICK
CONCRETE
2' 2'
SECTION X-X
WEIR DETAIL
NOT TO SCALE
3:
Y
Y
X X
PLAN VIEW
3:
3:
3:
ENKAMAT 7020
EROSION CONTROL FABRIC
5'
2'
3'
2'
3'
DIRECTION OF
FLOW (TYP.)
5' OF SWALE
BOTTOM
SECTION Y-Y
3:1
3:1
TOP OF SWALE BLOCK EL (3)
ENKAMAT 7020
EROSION CONTROL FABRIC
EL (3)
WEIR CREST EL (5)
EL (4) - 6"
DIRECTION OF FLOW
(TYP.)
EXIST. SWALE BOTTOM
(5) (F.T.) (6) (F.T.) (7) (ELEV.)
71.00 2.00 1.00
(4) (6)
(7)
(1)
3" THICK
CONC. WEIR(7)
(2)
1:
A
M A
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General Water Notes
62-555.314 Location of Public Water System Mains:
For the purpose of this section, the phrase "Water Mains" shall mean Mains, including treatment Plant process piping, conveying either raw, partially treated, or finished drinking water; Fire Hydrant leads; and service lines that are under the control of a Public Water System and that have an inside diameter of three (3") inches or greater.
(1) Horizontal Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or Storm water Force Mains, Reclaimed Water Pipelines, and On-site Sewage Treatment and Disposal Systems:
(a) New or relocated, underground WATER MAINS shall be laid to provide a horizontal distance of at least (3) Three Feet between the outside of the WATER MAIN and the outside of any existing or proposed Storm Sewer, Storm water Force Main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C.
(b) New or relocated, underground WATER MAINS shall be laid to provide a horizontal distance of at least (3) three feet, and preferably (10) Ten Feet, between the outside of the WATER MAIN and the outside of any existing or proposed vacuum-type Sanitary Sewer.
(c) New or relocated, underground WATER MAINS shall be laid to provide a horizontal distance of at least (6) Six Feet, and preferably (10) Ten Feet, between the outside of the WATER MAIN and the outside of any existing or proposed Gravity- or Pressure-type Sanitary Sewer, Wastewater Force Main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-610 F.A.C.
The Minimum Horizontal Separation distance between WATER MAINS and Gravity-type Sanitary Sewers shall be reduced to (3) Three Feet where the BOTTOM of the WATER MAIN is laid at least (6) Six Inches above the Top of the Sewer.
(d) New or relocated, underground WATER MAINS…
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