2025-05-28_-_Fort_Florida_Bridge_Replacement-PLANS.pdf
PDF 8 MB Posted
- Solicitation number
- 22-25
- Issued by
- Volusia County, Florida
About this file
These documents are roadway and bridge replacement design plans for the Fort Florida Road Bridge Replacement project in the City of Debary, Volusia County, Florida. The project involves replacing the existing bridge over the Konomac Canal (Bridge No. 794162) with a new box culvert structure. The design plans, prepared by Stanley Consultants, Inc., detail the roadway reconstruction, drainage improvements, erosion control, signing and pavement marking, and structural details for approximately 860 linear feet of Fort Florida Road. The project includes full depth road reconstruction, milling and resurfacing, installation of new drainage infrastructure, erosion control measures, and associated roadway improvements.
The design plans specify a two-lane road with 11-foot travel lanes, 8-foot shoulders, and a 10-foot shared use path. The current average annual daily traffic (AADT) is 2,200 vehicles, with a design speed of 35 mph. The project involves removing the existing bridge, constructing a new box culvert, installing gabion and wire-tied riprap aprons, and ensuring proper drainage and erosion control. Utility coordination includes involvement from Florida Power & Light. The project will require a complete road closure with traffic detoured during construction, and the plans include detailed temporary traffic control and signage strategies. The design incorporates stormwater pollution prevention measures and considers environmental constraints of the site.
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1 6
23 24
PINE
ISLAND
Orange City Hills
V e t e r a n s
M e m o r i a l
P k w y
High Banks
Coxettters Bend
Florida Bend
Dutchmans Bend
DEBARY
Orange City Tower
Dirk son
Driv e
Exit
Exit
C S X
T R A N S P O R T A T I O N
Benson Junction
92 4156
Pop. 22,308
Wa ki va R iv er
Lake Monroe
S t J o h n s
R i v e r
SHEET
NO.
SHEET
NO.
COMPONENTS OF CONTRACT PLANS SET
PROJECT LOCATION
Ending of Project
STA. 8+60.00
Beginning of Project
STA. 6+00.00
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA
DELAND 4
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
FT PIERCE
FT MYERS
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
FORT WALTON
BEACH
PENSACOLA
WEST PALM
BEACH
FLORIDA
TURNPIKE
PANAMA
CITY
LAKE
CITY
DAYTONA
BEACH
SARASOTA -
BRADENTON
BEE LINE
EXPRESSWAY
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\KEYSRD01.dwg
INDEX OF ROADWAY PLANS
SHEET NO. SHEET DESCRIPTION
01 KEY SHEET
02 SIGNATURE SHEET
03 DRAINAGE MAP
04 - 06 TYPICAL SECTION
07 GENERAL NOTES
08 ROADWAY PLAN
09 ROADWAY PROFILE
10 GRADING PLAN
11 DETAIL A GABION AND WIRE-TIED RIPRAP APRON
12 - 15 CROSS SECTIONS
16 TEMPORARY TRAFFIC CONTROL GENERAL NOTES AND
DETOUR
17 STORMWATER POLLUTION PREVENTION PLAN
18 EROSION CONTROL
19 SIGNING & PAVEMENT MARKING PLAN
20 BOX CULVERT TABLES AND NOTES
21 - 22 BOX CULVERT DETAILS
23 - 24 REINFORCING BAR LIST
1 OF 2* ROUTE SURVEY
2 OF 2* SUE DETAIL
GR-1* SUBSURFACE PROFILE
N
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
ROADWAY PLANS
ENGINEER OF RECORD:
FOREST W. ADKINS, P.E.
P.E. NO.: 56003
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DeBARY, FL 32713
(386) 753-0558
VOLUSIA COUNTY (79080)
FORT FLORIDA ROAD BRIDGE REPLACEMENT
KONOMAC CANAL (BR NO. 794162)
ROADWAY PLANS
ROADWAY PLANS
GOVERNING STANDARD:
Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways (Florida Greenbook) 2023 Edition at the following website:
GOVERNING STANDARD PLANS:
Florida Department of Transportation, FY2025-26 Standard plans for Road and Bridge Construction and applicable Interim Revisions (Irs).
Standard Plans for Road Construction and associated Irs are available at the following website:
GOVERNING STANDARD SPECIFICATIONS:
Florida Department of Transportation, FY2025-26 Standard Specifications for Road and Bridge Construction at the following website:
http://www.fdot.gov/design/Standardplans.shtm http://www.fdot.gov/programmanagement/Implemented/SpecBooks
TO DAYTONATO DELAND
TO ORLANDO
R
E
R
E
T 18 S T 19 S
T 18 S T 19 S
R
E
R
ETO SANFORD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/ floridagreenbook/2023/2023floridagreenbook.pdf
NTS
* These sheets are included in the Index of Roadway Plans only to indicate that they are part of the Roadway Plans. These sheets are contained in a separate digitally signed and sealed document.
http://www.fdot.gov/design/standardplans/ http://www.dot.state.fl.us/programmanagement/implemented/specbooks
SIGNATURE SHEET
FOREST W. ADKINS, P.E.
P.E. LICENSE NUMBER 56003
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\SIGNRD01.dwgBothoff, Bethany 5/28/2025 10:52:37 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA N/A
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED BY:
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
ON THE DATE ADJACENT TO THE SEAL
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
FOREST W. ADKINS, P.E. NO. 56003
STATE OF
No.
P R O
FESSIONAL ENGIN
EE
R
FLORIDA
FO
RE
ST W. ADKINS
56003
LICENSE
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED BY:
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
ON THE DATE ADJACENT TO THE SEAL
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
MERLYNN O. ANDERSON, P.E. NO. 83096
STATE OF
No.
P R O
FESSIONAL ENGIN
EE
R
FLORIDA
M
ER
LY
NN O. ANDERSO
N
83096
LICENSE
SHEET NO. SHEET DESCRIPTION
01 KEY SHEET
02 SIGNATURE SHEET
03 DRAINAGE MAP
04 - 06 TYPICAL SECTION
07 GENERAL NOTES
08 ROADWAY PLAN
09 ROADWAY PROFILE
10 GRADING PLAN
12 - 15 CROSS SECTIONS
17 STORMWATER POLLUTION PREVENTION PLAN
18 EROSION CONTROL
19 SIGNING & PAVEMENT MARKING PLAN
SHEET NO. SHEET DESCRIPTION
02 SIGNATURE SHEET
16 TEMPORARY TRAFFIC CONTROL GENERAL NOTES AND
DETOUR
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED BY:
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
ON THE DATE ADJACENT TO THE SEAL
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
LUIS SANTANA, P.E. NO. 76363
SHEET NO. SHEET DESCRIPTION
02 SIGNATURE SHEET
11 DETAIL A GABION AND WIRE-TIED RIPRAP APRON
20 BOX CULVERT TABLES AND NOTES
21 - 22 BOX CULVERT DETAILS
23 - 24 REINFORCING BAR LIST
STATE OF
No.
P R O
FESSIONAL ENGIN
EE
R
FLORIDA
LU
IS SANTANA
76363
LICENSE
4 5 6 7 8 9 10 11
Washout
D es tr oy ed R ip R ap an d
C on cr et e
D estroyed R ipR ap and C oncrete
Concrete Concrete
ConcreteConcrete
22" CPP 15.8516.03
Concrete Flume Concrete Flume
Property Entry
Dirt Driveway
Grass
RipRap
RipRap
Section 6, Township 19 South, Range 30 East Section 5, Township 19 South, Range 30 East
West Boundary of Section 05-19S-30E
West Boundary of Section 05-19S-30E
Prescriptive Rights Boundary for Fort Florida Road
Section 6, Township 19 South, Range 30 East Section 5, Township 19 South, Range 30 East
Prescriptive Rights Boundary for Fort Florida Road
Prescriptive Rights Boundary for Fort Florida RoadEdge of
Water
Edge of Water
B C
C
C
C
B
TOETOE
TOE
TOE
TOETOETOETOE
TOE
TOE
TOE
TOE
TOE
TOETOE
TOE
TOE
TOETOETOETOETOE
TOE
TOE
TOE
T O E
T O E
T O E
T O E
T O E
TOE
T O E
TOE
TOE TOE TOE TOE TOE TOE TOE
TOE
TOE
TOE
TOE TOE TOE TOE TOE TOE TOE TOE
TOE TOE TOE
TOE
BT TBM #2 TBM #1
T O B
T O B
T O B
T O B
T O B
TOB
TOB
Prescriptive Rights
Boundary for Fort Florida
Road
900500000021
FLORIDA POWER & LIGHT CO
FORT FLORIDA RD, DEBARY 32713
900600000070
RIVER RANCH HOLDINGS LLC650
FORT FLORIDA RD, DEBARY 32713
BEGIN PROJECT
STA. 6+00.00 END PROJECT
STA. 8+60.00
BEGIN BRIDGE CULVERT NO. 794162
7+15.37
¡ FORT FLORIDA
N 00° 32' 41" E
FORT FLORIDA ROAD
BEGIN PROFILE
BEGIN RECONSTRUCTION
STA. 6+72.00
END PROFILE
END RECONSTRUCTION
STA. 7+92.00
BASIN
AREA 0.137 AC
BASIN
AREA 0.056 AC BASIN
AREA 0.042 AC
BASIN
AREA 0.069 AC
BASIN
AREA 0.065 AC
13 14
BASIN
AREA 1.381 AC
17.0 17.0
18.0
18.0 16.016.0
17.0
17.0
18.0
19.0
16.017.018.0
.0
.0
.0
19.0
LAKE KONOMAC
END BRIDGE CULVERT NO. 794162
7+48.71
RIPRAP APRON
D50=12"
DEPTH=24"
35'Wx6'L
GABION AND WIRE-TIED RIPRAP APRON
SEE DETAIL A
5+00 6+00 7+00 8+00 9+00 10+00
-0.50%0.37% P I
.0
E L.
9.
P I
.0
E L.
9.
P I
.0
E L.
9.
EXISTING GRADE @ ℄ FORT FLORIDA
PGL @ ℄ FORT FLORIDA
BEGIN PGL
STA. 6+72.00
ELEV. 19.19
END PGL
STA. 7+92.00
ELEV. 19.11
60LF BRIDGE CULVERT @4.03%
LEGEND:
RIPRAP
MILLING & RESURFACING
4" CONC. SIDEWALK
4" CONC. DITCH PAVEMENT
FOREST W. ADKINS, P.E.
P.E. LICENSE NUMBER 56003
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Drainage\DRMPRD01.dwgBothoff, Bethany 5/28/2025 10:53:15 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
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S H E E T
IS
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N E D A
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N D E R R
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1G
-2
3.
4‚ F
.A .C
N/A
DRAINAGE MAP
N
1" = 50'
AutoCAD SHX Text E
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text L
CURRENT YEAR = 2023 AADT = 2200
K = 9% D = 59.1% T = 8.5% (24 HOUR)
DESIGN SPEED = 35 MPH
MILL EXISTING ASPHALT PAVEMENT (1 1/2" AVG. DEPTH)
FRICTION COURSE FC-12.5 (1 1/2") (TRAFFIC C) (PG 76-22)
STD. CLEARING &
GRUBBING
STD. CLEARING &
GRUBBING
R/W WIDTH VARIES (34' MIN.) R/W WIDTH VARIES (32' MIN.)
NATURAL GROUND
NATURAL GROUND
TYPICAL SECTION 1
FORT FLORIDA ROAD
STA. 6+00.00 TO STA. 6+72.00
STA. 7+92.00 TO STA. 8+60.00
MATCH
ADJ.
MATCH
ADJ.
SOD SOD
OPTIONAL BASE GROUP 6
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 1/2") (PG 76-22)
FRICTION COURSE FC-12.5 (1 1/2") (TRAFFIC C) (PG 76-22)
FULL DEPTH CONSTRUCTION
MILLING & RESURFACING
TRAFFIC DATA
℄ FORT FLORIDA
PRESCRIPTIVE RIGHTS BOUNDARY
FOR FORT FLORIDA ROAD (PER SURVEY)
PRESCRIPTIVE RIGHTS BOUNDARY
FOR FORT FLORIDA ROAD (PER SURVEY)
11' TRAVEL
LANES
11' TRAVEL
LANES
4'
PAVED
4'
PAVED
8'
SHLDR.
8'
SHLDR.
MILLING &
RESURFACING
10'
4" 4"
2" MISC.
ASPHALT
PAVT.
GUARDRAIL
PER FDOT
STANDARD
PLANS
536-001
2" MISC.
ASPHALT
PAVT.
GUARDRAIL
PER FDOT
STANDARD
PLANS
536-001
12"
TYPE B STABILIZATION LBR 40
SAWCUT
EXIST PAVEMENT
12"
1' 1'*
VARIES
1:2 (M
AX.)
1:
VA
RI
ES
1:
(M
AX
0.06 0.06MATCH EXIST MATCH EXIST
NOTES
* VARIES 1' - 2' SEE PLANS
FULL
DEPTH
CONST.
FULL
DEPTH
CONST.
MILLING &
RESURFACING
10'
SEE GRADING PLAN FOR
ELEVATIONS (TYP.)
FOREST W. ADKINS, P.E.
P.E. LICENSE NUMBER 56003
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\TYPSRD01.dwgBothoff, Bethany 5/28/2025 10:53:25 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
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S H E E T
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N E D A
N D S
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N D E R R
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1G
-2
3.
4‚ F
.A .C
N/A
TYPICAL SECTION
TH
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F F
IC
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L
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OR
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F T
H
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S H E E T
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N D S
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N D E R R
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1G
-2
3.
4‚ F
.A .C
DESIGN SPEED = 35 MPH
OPTIONAL BASE GROUP 6
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 1/2") (PG 76-22)
FRICTION COURSE FC-12.5 (1 1/2") (TRAFFIC C) (PG 76-22)
OPTIONAL BASE GROUP 1
FRICTION COURSE FC-12.5 (1 1/2") (TRAFFIC C) (PG 76-22)
VARIES* VARIES*
PRESCRIPTIVE RIGHTS BOUNDARY
FOR FORT FLORIDA ROAD (PER SURVEY)
PRESCRIPTIVE RIGHTS BOUNDARY
FOR FORT FLORIDA ROAD (PER SURVEY)
R/W WIDTH VARIES 35' R/W WIDTH VARIES 35'
STD. CLEARING
& GRUBBING
TYPICAL SECTION 2
FORT FLORIDA ROAD
STA. 6+72.00 TO STA. 7+15.37
STA. 7+48.41 TO STA. 7+92.00
NATURAL GROUND
STD. CLEARING
& GRUBBING
FULL DEPTH CONSTRUCTION
PAVED SHOULDER
TRAFFIC DATA
NATURAL GROUND
℄ FORT FLORIDA
12"
TYPE B STABILIZATION LBR 40
0.06
MATCH
ADJ.
MATCH
ADJ.
10' SOD11' TRAVEL
LANES
11' TRAVEL
LANES
4'
SHLDR
PAVT.
4'
SHLDR
PAVT.
8'
SHLDR.
8'
SHLDR.
4" 4"4" 4"
GUARDRAIL
PER FDOT
STANDARD
PLANS
536-001
GUARDRAIL PER
FDOT STANDARD
PLANS 536-001
BOX CULVERT HEADWALL
SEE BOX CULVERT DETAILS
FOR ELEVATIONS
PIPE GUIDERAIL PER FDOT
STANDARD PLANS 515-070
BOX CULVERT HEADWALL
SEE BOX CULVERT DETAILS
FOR ELEVATIONS
2" MISC.
ASPHALT
PAVT. 2" MISC.
ASPHALT
PAVT.
VARIE
S
0.02
4" THICK CONCRETE
SHARED USE PATH
VARIES
(0.02- 0.06)
MATCH ADJCENT
SHOULDER PAVEMENT DETAIL
VARIES*
NOTES
* CROSS SLOPE VARIES SEE GRADING
PLANS FOR DETAILS
OPTIONAL BASE
TYPE B STABILIZATION
OPTIONAL BASE
AT THE CONTRACTOR'S OPTION
THIS AREA MAY BE CONSTRUCTED
OF OPTIONAL BASE MATERIAL AT NO
ADDITIONAL COMPENSATION.
4" 4"
3'-6"
SOD
SHOULDER
PAVEMENT
11'-6"
0.06
1'-0"
SOD
FOREST W. ADKINS, P.E.
P.E. LICENSE NUMBER 56003
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\TYPSRD01.dwgBothoff, Bethany 5/28/2025 10:53:30 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
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S H E E T
IS
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N E D A
N D S
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N D E R R
U
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1G
-2
3.
4‚ F
.A .C
N/A
TYPICAL SECTION
TH
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F F
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OR
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F T
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S H E E T
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1G
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3.
4‚ F
.A
DESIGN SPEED = 35 MPH
OPTIONAL BASE GROUP 6
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 1/2") (PG 76-22)
FRICTION COURSE FC-12.5 (1 1/2") (TRAFFIC C) (PG 76-22)
OPTIONAL BASE GROUP 1
FRICTION COURSE FC-12.5 (1 1/2") (TRAFFIC C) (PG 76-22)
℄ FORT FLORIDA
0.02 0.02
TYPICAL SECTION 3
FORT FLORIDA ROAD
STA. 7+15.37 TO STA. 7+48.41
NATURAL GROUND
11' TRAVEL
LANES
11' TRAVEL
LANES
8' PAVED
SHLDR
8' PAVED
SHLDR
STD. CLEARING & GRUBBING
11.25' SHARED
USED PATH
NATURAL GROUND
4" THICK CONCRETE
SHARED USE PATH
BOX CULVERT HEADWALL
SEE BOX CULVERT DETAILS
FOR ELEVATIONS
PROPOSED 3 @ 10' X 7' TRIPLE RCBC
SEE PLANS AND DETAILS
BOX CULVERT HEADWALL
SEE BOX CULVERT DETAILS FOR
ELEVATIONS
PGL
PRESCRIPTIVE RIGHTS BOUNDARY
FOR FORT FLORIDA ROAD (PER SURVEY)
PRESCRIPTIVE RIGHTS BOUNDARY
FOR FORT FLORIDA ROAD (PER SURVEY)
TRAFFIC DATA
PAVED SHOULDER
FULL DEPTH CONSTRUCTION
SHOULDER BARRIER PER
FDOT STANDARD PLANS 521-001
0.020.02 0.02
5.8'
SOD
12"
TYPE B STABILIZATION LBR 40
R/W WIDTH VARIES (34' MIN.) R/W WIDTH VARIES (33' MIN.)
PIPE GUIDERAIL PER FDOT
STANDARD PLANS 515-070
4" 4"
VARIES
RIPRAP APRON SEE DRAINAGE MAP
GABION AND WIRE-TIED
RIPRAP APRON SEE DETAIL A
6' CONSTRUCTION EASEMENT
SEE PLANS
CONSTRUCTION EASEMENT
SEE PLANS
50'
FOREST W. ADKINS, P.E.
P.E. LICENSE NUMBER 56003
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\TYPSRD01.dwgBothoff, Bethany 5/28/2025 10:53:35 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
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H E E
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N E D A
N D S
E
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N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
N/A
TYPICAL SECTION
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
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FOREST W. ADKINS, P.E.
P.E. LICENSE NUMBER 56003
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\GNNTRD01.dwgBothoff, Bethany 5/28/2025 10:53:55 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
TH
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GENERAL NOTES
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GENERAL NOTES
1. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
2. ALL SURVEY INFORMATION FOR WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT PROJECT. THE PROFESSIONAL
SURVEYOR AND MAPPER OF RECORD IS:
RYAN E. FOWLER, P.S.M.,
P.S.M. NO.: 6826
SURVTECH SOLUTIONS, INC.
10220 U.S. HIGHWAY 92 EAST
TAMPA, FL 33610
FLORIDA LICENSED BUSINESS NO. 7340
3. UTILITY / AGENCY OWNERS: COMPANY CONTACT TELEPHONE NUMBERS
AT&T DISTRIBUTION DINO FARRUGGIO (386) 366-4588
FLORIDA POWER & LIGHT - VOLUSIA CHRISTOPHER BUONANNI (407) 328-1911
4. FORT FLORIDA ROAD WILL BE SHUT DOWN AND TRAFFIC DETOURED FOR THE DURATION OF CONSTRUCTION. SEE MAINTENANCE OF
TRAFFIC PLAN FOR DETAILS.
5. PROPOSED CONSTRUCTION SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), THE ADA COMPLIANCE HANDBOOK, LATEST EDITION, AND THE FLORIDA ACCESSIBILITY CODE.
EXISTING BRIDGE DEMOLITION NOTES
1. THE CONTRACTOR SHALL COMPLETELY REMOVE THE EXISTING BRIDGE. THE CONTRACTOR SHALL REMOVE ALL CONCRETE DECK/ASPHALT OVERLAY, CONCRETE BARRIERS, GUARDRAIL, APPROACH SLABS, PILE CAPS, SOIL CEMENT BAGS, CONCRETE SLOPE PROTECTION SLABS, CRUSHED ROCK, AND RIPRAP. THE EXISTING CONCRETE / TIMBERS PILES SHALL BE CUT OFF AT LEAST 1'-0" BELOW THE EXISTING MUD LINE OR 1'-0” BELOW THE PROPOSED BOX CULVERT, WHICHEVER IS DEEPER. SEE
ROADWAY PLANS FOR LIMITS OF REMOVAL, REPLACEMENTS, AND RELOCATIONS OF UTILITIES.
CONTAMINATED MATERIALS
1. CONTRACTOR IS TO CONTACT CITY OF DEBARY THIRTY DAYS PRIOR TO CONSTRUCTION ON THE BRIDGES FOR COORDINATION AND
INSTRUCTIONS REGARDING DEMOLITION AND DISPOSAL OF CONTAMINATED MATERIALS.
32"
32"
20"
18"
28"
40"
22"
20"
22"
12"
24"
12"
16"
6"
16"
24"
18"
6"
24"
6"34"6"12"
Washout
Heavily Vegetated
Heavily Vegetated
D es tr oy ed R ip R ap an d
C on cr et e
D estroyed R ipR ap and C oncrete
Concrete Concrete
ConcreteConcrete
Concrete Flume
Concrete Flume
Vegetated
RipRap
RipRap
6' Chain Link Fence
4' Hog Wire Fence 4' Barbed Wire Fence4' Barbed Wire Fence4' Hog Wire Fence
Abandoned 4' Barbed Wire Fence
Section 6, Township 19 South, Range 30 East Section 5, Township 19 South, Range 30 East
West Boundary of Section 05-19S-30E West Boundary of Section 05-19S-30E
Section 6, Township 19 South, Range 30 East Section 5, Township 19 South, Range 30 East
Edge of Water
Edge of Water
B
B
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OE OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
O E
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O E
O E
TBM #2
TBM #1
T O B
T O B
T O B
T O B
T O B
T O B
T O B
T O B
TOB
TOB
T O B
TOB TOB
900500000021
FLORIDA POWER & LIGHT CO
FORT FLORIDA RD, DEBARY 32713
900600000070
RIVER RANCH HOLDINGS LLC650
FORT FLORIDA RD, DEBARY 32713
6 7 8
BEGIN PROJECT
BEGIN 4' PAVED SHLDRS
STA. 6+00.00
END PROJECT
END 4' PAVED SHLDRS
STA. 8+60.00
BEGIN GUARDRAIL TL-3
6+26.30
19.00 LT.
CONST PARALLEL END ANCHOR
BEGIN GUARDRAIL TL-3
6+26.30
18.50 RT.
CONST. PARALLEL END ANCHOR
END GUARDRAIL TL-3 APPROACH TRANS.
BEGIN SHLDR. BARRIER WALL
7+15.37
19.00 LT.
END GUARDRAIL TL-3 APPROACH TRANS.
BEGIN SHLDR. BARRIER WALL
7+15.37
19.00 RT.
END SHLDR. BARRIER WALL
BEGIN GUARDRAIL TL-3 APPROACH TRANS.
7+48.71
19.00 LT.
END GUARDRAIL TL-3
8+33.70
19.00 LT.
CONST. PARALLEL END ANCHOR
END SHLDR. BARRIER WALL
BEGIN GUARDRAIL TL-3 APPROACH TRANS.
7+48.71
19.00 RT.
END GUARDRAIL TL-3
8+33.70
19.00 RT.
CONST PARALLEL END ANCHOR
10' SHARED USE PATH
N 00° 32' 41" EN 00° 32' 41" E
¡ FORT FLORIDA
BEGIN CULVERT
7+15.37
END CULVERT
7+48.41
END PROFILE
7+92.00BEGIN PROFILE
6+72.00
BEGIN GUIDERAIL
6+95.37
32.00 LT.
END GUIDERAIL
7+68.71
32.00 LT.
FORT FLORIDA ROAD
REMOVE EXIST. CONC. FLUME
REMOVE EXIST. CONC. FLUME
RESET 95 LF OF CHAIN LINK FENCE
BEGIN FENCE TYPE A
6+00.00
33.87 LT.
END FENCE TYPE A
8+00.00
34.21 LT.
REMOVE EXIST. GUARDRAIL (TYP.)
5' 5'
5' 5'
9' 6'
Prescriptive Rights Boundary for Fort Florida Road
Prescriptive Rights Boundary for Fort Florida Road
Prescriptive Rights Boundary for Fort Florida Road
Prescriptive Rights Boundary for Fort Florida Road
4" PLAIN CONC. DITCH PAVEMENT
(SEE DETAIL THIS SHEET)
4" PLAIN CONC. DITCH PAVEMENT
(SEE DETAIL THIS SHEET)
PROPOSED EASEMENT (50' X 110')
END HEADWALL
7+65.21
26.00 RT.
BEGIN HEADWALL
6+98.87
26.00 RT.
BEGIN HEADWALL
6+95.37
31.50 LT.
END HEADWALL
7+68.71
31.50 LT.
PROPOSED EASEMENT (6' X 42')
RESET 50 LF OF CHAIN LINK FENCE
LEGEND:
RIPRAP
MILLING & RESURFACING
4" CONC. SIDEWALK
4" CONC. DITCH PAVEMENT
PAVED SHOULDER
FULL DEPTH CONSTRUCTION
CONCRETE REMOVAL
3.0' 3.0'
DITCH PAVEMENT
℄ DITCH
1:61:6
CONCRETE DITCH PAVEMENT DETAIL
FOREST W. ADKINS, P.E.
P.E. LICENSE NUMBER 56003
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\PLANRD01.dwgBothoff, Bethany 5/28/2025 10:54:20 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
TH
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F F
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N/A
ROADWAY PLAN
N
1" = 20'
AutoCAD SHX Text E
AutoCAD SHX Text B
AutoCAD SHX Text B
6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60
PGL
EXIST GRADE @ ℄ FORT FLORIDA
.7
.7
.9
.2
.2
.2
.2
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9.
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9.
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9.
-0.50%0.37%
BEGIN PROJECT
BEGIN MILLING AND RESURFACING
STA. 6+00.00
ELEV. 18.73
END PROJECT
END MILLING AND RESURFACING
STA. 8+60.00
ELEV. 18.76
S
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5.
BEGIN RECONSTRUCTION
BEGIN PGL
STA. 6+72.00
ELEV. 19.19
END RECONSTRUCTION
END PGL
STA. 7+92.00
ELEV. 19.11
FOREST W. ADKINS, P.E.
P.E. LICENSE NUMBER 56003
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\PROFRD01.dwgBothoff, Bethany 5/28/2025 10:54:35 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
TH
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1" = 20' Horizontal 1" = 2' Vertical
ROADWAY PROFILE
6 7 8
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T O E
T O E
T O E
T O E
T O E
T O E
T O E
T O E
T O E
T O E
T O E
T O E
T O E
T O E
T O E
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T O E
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TOE
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T O B
T O B
T O B
T O B
T O B
T O B
T O B
T O B
TOB
TOB
T O B
TOB TOB
EL 18.62
INV. 6.02'
INV. 8.41'
EL 7.63
EL 11.63
EL 11.63EL 11.63
EL 11.63
EL 7.63
EL 5.63
EL 5.63
EL 5.63
EL 5.63
EL 8.74EL 8.88
EL 16.40
EL 16.39
EL 18.65
EL 8.41EL 8.41
EL 6.42
EL 6.51
EL 6.42
EL 6.51
EL 7.52
EL 7.47
7.23
16.0 16.0
16.0 17.0
17.0
17.0 18.0
18.0 18.0
19.0
19.0
16.0 16.0
17.0
17.0
18.0
11.0
12.0
13.0
14.0
.0
9.
.0
.0
.0
.0
10.0
15.0
7.0 8.0
9.0
11.0 12.0
13.0 14.0
16.0
7.
8.
9.
.012
.013 .014
.0
10 157.
8.
9.
.0
.0
.0
.0
.0
.0
7.0 8.0 9.0
11.0
12.0
13.0
14.0
16.0
17.0
.0
.0
16.0
16.0
17.0
18.0
19.
16.0 17.0
18.0
19.0
GRADE AS NECESSARY TO MATCH EXISTING
1:2 MAX SLOPE
RESOD ALL DISTURBED AREA
2.
1.
1.
2.
1.
2.
2.
1.
8+16.69
29.16 LT.
EL 15.59
8+00.00
29.42 LT.
EL 14.84
7+79.89
32.94 LT.
EL 14.41
8+74.81
24.78 RT.
EL 14.22
8+50.00
28.00 RT.
EL 15.59
8+00.00
26.38 RT.
EL 16.31
8+34.15
28.08 RT.
EL 15.607+75.00
28.73 RT.
EL 15.38
7+70.00
30.00 RT.
EL 15.19
6+87.00
30.47 RT.
EL 15.30
6+75.00
27.39 RT.
EL 15.69
6+50.00
27.15 RT.
EL 15.81
6+25.00
28.91 RT.
EL 16.30
6+00.00
28.61 RT.
EL 16.59
5+75.01
20.75 RT.
EL 16.90
0.
+73.32 +82.92
+85.32
+97.32 +09.32
+68.60
+70.76
+80.60
+82.76 1.
1.
0.
0.
6+89.12
38.75 LT.
EL 14.25
7+74.66
38.75 LT.
EL 14.25
6+82.00
32.50 LT.
EL 14.45
6+75.00
31.53 LT.
EL 14.59
6+50.00
31.11 LT.
EL 15.10
6+25.00
31.25 LT.
EL 15.61
6+00.00
31.51 LT.
EL 15.78
5+75.01
23.07 LT.
EL 15.95
7+00.37
50.00 LT.
EL 9.76
7+13.89
50.00 LT.
EL 6.39
7+63.41
50.00 LT.
EL 9.76
7+49.89
50.00 LT.
EL 6.39
LEGEND:
DITCH FLOWLINE
FOREST W. ADKINS, P.E.
P.E. LICENSE NUMBER 56003
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\PLANRDGRAD01.dwgBothoff, Bethany 5/28/2025 10:54:58 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
TH
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.A .C
N/A
GRADING PLAN
N
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AutoCAD SHX Text E
DETAIL A GABION AND
WIRE-TIED RIPRAP APRON
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LUIS SANTANA, P.E.
P.E. LICENSE NUMBER 76363
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\GNNTRD01.dwgBothoff, Bethany 5/28/2025 10:55:14 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
TH
E O
F F
IC
IA
L
R E C
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F T
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4‚ F
.A .C
N/A
6+00.00
℄ FORT FLORIDA
0 20 40 60 80 100020406080100
6+50.00
℄ FORT FLORIDA
0 20 40 60 80 100020406080100
.7
.7
.7
.7
0.0010.001 0.002 0.002
E xi st
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R ig ht s B ou nd ar y
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0.0130.013 0.014 0.014
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P re es cr ip ti ve
R ig ht s B ou nd ar y
BEGIN PROJECT
BEGIN EARTHWORK
STA 6+00.00
BEGIN FULL DEPTH
RECONSTRUCTION
STA 6+72.00
1:4.
1:5.0
1:2 .4
1:2.0
.5
.7
.0
.8
1" = 20' Horizontal 1" = 10' Vertical
FOREST W. ADKINS, P.E.
P.E. LICENSE NUMBER 56003
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\RDXSRD01.dwg5/28/2025 10:55:37 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
TH
E O
F F
IC
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L
R E C
OR
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F T
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S H E E T
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.A .C
N/A
CROSS SECTIONS
7+00.00
0 20 40 60 80 100020406080100
.1
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.9
0.0110.011 0.020 0.020
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P re es cr ip ti ve
R ig ht s B ou nd ar y
P re es cr ip ti ve
R ig ht s B ou nd ar y
1" = 20' Horizontal 1" = 10' Vertical
FOREST W. ADKINS, P.E.
P.E. LICENSE NUMBER 56003
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\RDXSRD01.dwg5/28/2025 10:55:41 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
TH
E O
F F
IC
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L
R E C
OR
D O
F T
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S H E E T
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1G
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3.
4‚ F
.A .C
N/A
7+50.00
0 20 40 60 80 100020406080100
7+32.00
℄ FORT FLORIDA
0 20 40 60 80 100020406080100
.1
.0
.1
.0
0.0200.020 0.020 0.020
.1
.0
.1
.0
0.0200.020 0.020 0.020
P re es cr ip ti ve
R ig ht s B ou nd ar y
P re es cr ip ti ve
R ig ht s B ou nd ar y
END FULL DEPTH
RECONSTRUCTION
STA 7+92.00
1.00%
1" = 20' Horizontal 1" = 10' Vertical
FOREST W. ADKINS, P.E.
P.E. LICENSE NUMBER 56003
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
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B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\RDXSRD01.dwg5/28/2025 10:55:46 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
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FOREST W. ADKINS, P.E.
P.E. LICENSE NUMBER 56003
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\RDXSRD01.dwg5/28/2025 10:55:51 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
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MERLYNN ANDERSON, P.E.
P.E. LICENSE NUMBER 83096
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\GNNTRD01.dwgBothoff, Bethany 5/28/2025 10:56:11 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
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TEMPORARY TRAFFIC CONTROL
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1.0 SITE DESCRIPTION:
PROJECT NAME AND LOCATION:
FORT FLORIDA ROAD BRIDGE REPLACEMENT LAKE KONOMAC
OUTFALL
*SEE COVER SHEET FOR LOCATION MAP
PROJECT OWNER AND ADDRESS:
CITY OF DEBARY
16 COLOMBA RD,
DEBARY, FL 32713
1.A. NATURE OF CONSTRUCTION ACTIVITY:
THE PROJECT CONSISTS OF REPLACING THE EXISTING BRIDGE
CARRYING FORT FLORIDA ROAD OVER THE EMERGENCY OUTFALL FOR
LAKE KONOMAC WITH A TRIPLE 10' X 7' REINFORCED CONCRETE
BOX CULVERT. ALL WORK WILL BE ACCOMPLISHED WITHIN EXISTING
RIGHT-OF-WAY.
1.B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:
FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS
AFTER CLEARING AND GRUBBING AS NECESSARY FOR INSTALLATION
OF CONTROLS, BUT BEFORE BEGINNING OTHER WORK FOR THE
CONSTRUCTION PHASE. REMOVE PERIMETER CONTROLS ONLY
AFTER ALL UPSTREAM AREAS ARE STABILIZED.
1. CLEARING AND GRUBBING INCLUDING REMOVAL OF EXISTING
BRIDGE AND ROADWAY
2. CONSTRUCTION OF NEW BOX CULVERT
3. EMBANKMENT AND RECONSTRUCTION OF ROADWAY
INCLUDING GUARDRAIL AND DRAINAGE
4. MILLING AND RESURFACING OF EXISTING ROADWAY AT
TIE-IN POINTS
1.C. AREA ESTIMATES:
TOTAL AREA TO BE DISTURBED: 0.479 ACRES
1.D. RUNOFF DATA:
UNDER PRESENT CONDITIONS, STORMWATER RUNOFF WITHIN THE
PROJECT IS CONVEYED BY ROADSIDE SWALES AND INTO THE
OUTFALL CHANNEL FOR LAKE KONOMAC. LAKE KONOMAC IS
CONTROLLED BY FOUR (4) SLUICE GATES WHICH ARE OPENED IN
MAJOR STORM EVENTS TO ALLOW THE LAKE TO DISCHARGE. THE
NEW CULVERT IS DESIGNED TO PASS 1,600 CFS.
SOILS DATA:
THE TYPES OF SOILS ENCOUNTERED ARE CLASSIFIED ACCORDING
TO THE NATIONAL RESOURCE CONSERVATION SERVICE SOILS
SURVEY FOR VOLUSIA COUNTY AND ARE LISTED IN THE FOLLOWING
TABLE:
SOIL NO. SOIL NAME HYDROLOGIC GROUP
23 FARMTON FINE SAND A
OUTFALL INFORMATION:
EXISTING CHANNEL TO LOCATION: 28^51'54"N, 81^20'53"W
ST. JOHNS RIVER EXIST. DRAINAGE AREA 1,110 AC.
1.E. SITE MAP:
THE CONSTRUCTION PLANS ARE BEING USED AS THE SITE MAPS.
1.F. RECEIVING WATERS:
ST. JOHNS RIVER
2.0 CONTROLS:
2.A. EROSION AND SEDIMENT CONTROLS:
BEST MANAGEMENT PRACTICES (BMPs) AND MEASURES SHALL BE
IMPLEMENTED AT THE CONSTRUCTION SITE FOR ALL MAJOR SOIL
DISTURBING ACTIVITIES TO CONTROL EROSION AND TURBIDITY
CAUSED BY STORMWATER RUNOFF. THE CONTRACTOR IS
RESPONSIBLE FOR PLACING AND MAINTAINING THESE CONTROL
METHODS AS SHOWN AND AS REQUIRED. AS WORK PROGRESSES,
THE CONTRACTOR SHALL MODIFY THE PLAN TO ADAPT TO SEASONAL
VARIATIONS, CHANGES IN CONSTRUCTION ACTIVITIES, AND THE
NEED FOR BETTER PRACTICES. THE CONTRACTOR SHALL ALSO
PROVIDE EROSION PROTECTION AS REQUIRED BY LOCAL, STATE
AND FEDERAL LAW.
2.A.1 STABILIZATION PRACTICES:
THE CONTRACTOR SHALL INITIATE ALL STABILIZATION MEASURES
AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS
AFTER CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED. THE STABILIZATION PRACTICES SHALL
INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE
APPROVED BY THE ENGINEER:
TEMPORARY STABILIZATION:
* ARTIFICIAL COVERINGS IN ACCORDANCE WITH SPECIFICATION
SECTION 104.
* TURF AND SOD IN ACCORDANCE WITH SPECIFICATION
SECTION 104.
PERMANENT STABILIZATION:
* ASPHALT OR CONCRETE SURFACE.
* SOD IN ACCORDANCE WITH SPECIFICATION SECTION 570.
2.A.2 STRUCTURAL PRACTICES:
SEDIMENT CONTROLS SHALL BE IN PLACE BEFORE DISTURBING
SOIL UPSTREAM OF THE CONTROL. THE STRUCTURAL PRACTICES
SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE
APPROVED BY THE ENGINEER:
TEMPORARY:
* SEDIMENT BARRIERS IN ACCORDANCE WITH THE
CONSTRUCTION DETAILS AND SPECIFICATION SECTION 104.
* INLET PROTECTION IN ACCORDANCE WITH FDEP EROSION AND
SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL.
INLET PROTECTION DEVICES SHALL BE INSTALLED ON ALL
PROPOSED STORM INLETS, AND INSTALLED ON ANY EXISTING
STORM INLETS THAT MAY BE IMPACTED WITH SEDIMENT
LADEN RUNOFF ORIGINATING FROM THE PROJECT AREA.
PERMANENT:
* SOD.
2.A. STORMWATER MANAGEMENT:
IN PROPOSED CONDITIONS, STORMWATER RUNOFF FROM THE
PROJECT SITE IS CONVEYED VIA STORM DRAINS TO THE EXISTING
DRAINAGE SYSTEM FOR US 17/92, SUCH THAT EXISTING DRAINAGE
PATTERNS ARE MAINTAINED.
2.C. OTHER CONTROLS:
2.C.1 WASTE DISPOSAL:
THE CONTRACTOR SHALL PREVENT THE DISCHARGE OF SOLID
MATERIALS, INCLUDING BUILDING MATERIALS, TO THE WATERS OF
THE UNITED STATES. THE PROPOSED METHODS SHALL INCLUDE
AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE
ENGINEER:
* PROVIDING LITTER CONTROL AND COLLECTION WITHIN THE
PROJECT AREA DURING CONSTRUCTION ACTIVITIES.
* DISPOSING OF ALL FERTILIZER OR OTHER CHEMICAL
CONTAINERS ACCORDING TO EPA STANDARD PRACTICES AS
DETAILED BY THE MANUFACTURER.
* DISPOSING OF SOLID MATERIALS, INCLUDING BUILDING AND
CONSTRUCTION MATERIALS, OFF THE PROJECT SITE BUT NOT
IN SURFACE WATERS OR WETLANDS, AND IN ACCORDANCE
WITH ALL LOCAL AND STATE LAWS. NO WASTE MATERIALS
SHALL BE BURIED ON SITE.
* SANITARY WASTE SHALL BE COLLECTED AND DISPOSED OF IN
ACCORDANCE WITH ALL LOCAL AND STATE LAWS. THE
SUPERINTENDENT SHALL COORDINATE FOR COLLECTION OF
THE SANITARY WASTE TO PREVENT SPILLAGE ONTO THE SITE.
2.C.2 OFF-SITE VEHICLE TRACKING & DUST CONTROL:
THE CONTRACTOR SHALL MINIMIZE OFF-SITE VEHICLE TRACKING
OF SEDIMENTS AND GENERATING DUST. THE PROPOSED METHODS
SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE
APPROVED BY THE ENGINEER:
* COVERING LOADED HAUL TRUCKS WITH TARPAULINS.
* REMOVING EXCESS DIRE FROM ROADS DAILY.
* STABILIZING CONSTRUCTION ENTRANCES ACCORDING TO THE
FDEP EROSION AND SEDIMENT CONTROL DESIGNER AND
REVIEWER MANUAL.
* USING ROADWAY SWEEPERS DURING DUST GENERATING
ACTIVITIES SUCH AS EXCAVATION AND MILLING OPERATIONS.
2.C.3 STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL,
SANITARY SEWER, OR SEPTIC TANK REGULATIONS:
THE CONTRACTOR SHALL UTILIZE PROCEDURES THAT COMPLY WITH
APPLICABLE STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL,
AND SANITARY SEWER OR SEPTIC SYSTEMS AS DESCRIBED IN
SPECIFICATION SECTION 104, EROSION CONTROL PLAN.
THE CONTRACTOR SHALL IMPLEMENT SITE SPECIFIC CONTROL
MEASURES OR BMPs TO MINIMIZE OR ELIMINATE POLLUTANT
DISCHARGES RESULTING FROM DEWATERING OPERATION. THE
CONTROL MEASURES OR BMPs MAY INCLUDE THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER:
* SEDIMENT TRAPS AND BASINS
* DEWATERING TANKS AND FILTERS
2.C.4 FERTILIZERS AND PESTICIDES:
THE CONTRACTOR SHALL APPLY FERTILIZERS AND PESTICIDES IN
COMPLIANCE WITH THE PROCEDURES DESCRIBED IN THE
APPLICABLE SUBSECTIONS OF SECTION 982 OF THE
SPECIFICATIONS.
2.C.5 TOXIC SUBSTANCES:
THE CONTRACTOR SHALL MAINTAIN A LIST OF TOXIC SUBSTANCES
THAT ARE LIKELY TO BE USED ON THE JOB AND PROVIDE A PLAN
ADDRESSING THE GENERATION, APPLICATION, MIGRATION, STORAGE,
AND DISPOSAL OF THESE SUBSTANCES.
3.0 MAINTENANCE:
THE CONTRACTOR SHALL PROVIDE A PLAN FOR MAINTAINING ALL
EROSION AND SEDIMENT CONTROLS THROUGHOUT CONSTRUCTION.
THE MAINTENANCE PLAN SHALL AT A MINIMUM COMPLY WITH THE
FOLLOWING:
* SILT FENCE: MAINTAIN PER SPECIFICATION SECTION 104.
THE CONTRACTOR SHOULD ANTICIPATE REPLACING SILT
FENCE ON 12 MONTH INTERVALS.
* INLET PROTECTION: REMOVE SEDIMENT PER
MANUFACTURER'S RECOMMENDATIONS OR WHEN WATER PONDS
IN UNACCEPTABLE AMOUNTS OR AREAS.
4.0 INSPECTIONS:
QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT
LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS
OF THE END OF A STORM THAT IS 0.50 INCHES OR GREATER. TO
COMPLY, THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN
GAUGES AND RECORD THE DAILY RAINFALL. WHERE SITES HAVE
BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE
CONDUCTED AT LEAST ONCE EVERY MONTH. THE CONTRACTOR
SHALL ALSO INSPECT THAT CONTROLS INSTALLED IN THE FIELD
AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTION
PLAN.
* POINTS OF DISCHARGE TO WATERS OF THE UNITS STATES.
* POINTS OF DISCHARGE TO MUNICIPAL SEPARATE STORM
DRAIN SYSTEMS.
* DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN
FINALLY STABILIZED.
* AREAS USED FOR STORAGE OF MATERIALS THAT ARE
EXPOSED TO PRECIPITATION.
* STRUCTURAL CONTROLS
* STORMWATER MANAGEMENT SYSTEMS
* LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE
THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF
INSPECTIONS THAT INDICATE ITEMS ARE NOT IN GOOD WORKING
ORDER.
IF INSPECTION INDICATE THAT INSTALLED STABILIZATION AND
STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO MINIMIZE
EROSION, RETAIN SEDIMENT, AND PREVENT DISCHARGING
POLLUTANTS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL
MEASURES, AS APPROVED BY THE ENGINEER.
5.0 NON-STORMWATER DISCHARGES:
THE CONTRACTOR SHALL IDENTIFY ALL ANTICIPATED POTENTIAL
NON-STORMWATER DISCHARGES. THE CONTRACTOR SHALL
DESCRIBE THE PROPOSED MEASURES TO PREVENT POLLUTION OF
THESE NON-STORMWATER DISCHARGES. IF THE CONTRACTOR
ENCOUNTERS CONTAMINATED SOIL OR GROUNDWATER, CONTACT THE
VOLUSIA COUNTY HAZARDOUS WASTE COORDINATOR, HECTOR VALLE
(386-736-5927, EXT 12074).
ALLOWABLE NON-STORMWATER DISCHARGES INCLUDE THE
FOLLOWING:
* DISCHARGES FROM FIREFIGHTING ACTIVITIES.
* FIRE HYDRANT FLUSHINGS.
* WATERS WITHOUT DETERGENTS USED TO SPRAY OFF LOOSE
SOLIDS FROM VEHICLES.
* WATERS USED TO CONTROL DUST.
* POTABLE WATER SOURCES SUCH AS WATERLINE FLUSHINGS.
* LANDSCAPE IRRIGATION WATER AND DRAINAGE.
* ROUTINE EXTERNAL BUILDING WASHDOWN.
* PAVEMENT WASHWATERS THAT DO NOT CONTAIN DETERGENTS,
LEAKS, SPILLS OF TOXIC OR HAZARDOUS MATERIALS.
* AIR CONDITIONING CONDENSATE.
* SPRING WATER.
* FOUNDATION OR FOOTING DRAIN FLOWS.
* NON-CONTAMINATED GROUND WATER ASSOCIATED WITH
DEWATERING ACTIVITIES.
PROHIBITED NON-STORMWATER DISCHARGES INCLUDE, BUT ARE
NOT LIMITED TO, THE FOLLOWING:
* WASTEWATER FROM CONCRETE WASHOUT
* WASTEWATER FROM WASHOUT OR CLEANOUT OF STUCCO,
PAINT, FROM RELEASE OF OILS, CURING COMPOUNDS, AND
OTHER CONSTRUCTION MATERIALS.
* FUELS, OILS, OR OTHER POLLUTANTS FROM VEHICLE AND
EQUIPMENT OPERATION AND MAINTENANCE.
* SOAPS, DETERGENTS, SOLVENTS, OR OTHER CLEANERS.
* HAZARDOUS SUBSTANCES OR OIL RESULTING FROM AN
ON-SITE SPILL.
* SOLID MATERIALS, INCLUDING BUILDING MATERIALS
CONTRACTOR'S AND SUBCONTRACTOR'S CERTIFICATION
I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND
SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE
OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM
LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS
STORMWATER POLLUTION PREVENTION PLAN.
FOREST W. ADKINS, P.E.
P.E. LICENSE NUMBER 56003
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Drainage\SWPPRD01.dwgBothoff, Bethany 5/28/2025 10:56:22 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
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STORMWATER POLLUTION
PREVENTION PLAN
15.8516.03
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Prescriptive Rights Boundary for Fort Florida Road
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Prescriptive Rights
Boundary for Fort Florida
Road
4 5 6 7 8 9 10 11
¡ FORT FLORIDA
N 00° 32' 41" E N 00° 32' 41" E
900500000021
FLORIDA POWER & LIGHT CO
FORT FLORIDA RD, DEBARY 32713
900600000070
RIVER RANCH HOLDINGS LLC650
FORT FLORIDA RD, DEBARY 32713
FORT FLORIDA ROAD
LEGEND:
LIMITS OF CONSTRUCTION
FLOATING TURBIDITY BARRIER
SEDIMENT BARRIER
BEGIN PROJECT
STA. 6+00.00
END PROJECT
STA. 8+60.00
EROSION CONTROL
N
1" = 50'
FOREST W. ADKINS, P.E.
P.E. LICENSE NUMBER 56003
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\PLANRD_EROSIONCONTROL01.dwgBothoff, Bethany 5/28/2025 10:56:44 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
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Prescriptive Rights Boundary for Fort Florida Road
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Prescriptive Rights Boundary for Fort Florida Road
10' SHARED
USE PATH
FORT FLORIDA ROAD
6" DOUBLE YELLOW
Y/Y RPMs @ 40' OC
6" DOUBLE YELLOW
Y/Y RPMs @ 40' OC
6" WHITE
6" WHITE
OM3-R
12" X 36"
TO BE RELOCATED
700-1-500
1 AS
OM3-R
12" X 36"
TO BE RELOCATED
700-1-500
1 AS
OM3-L
12" X 36"
TO BE RELOCATED
700-1-500
1 AS
OM3-L
12" X 36"
TO BE RELOCATED
700-1-500
1 AS
6 7 8
7+66.21
6+97.87
6+95.37 7+69.71
BEGIN SIGNING AND MARKING
STA. 6+00
MATCH EXIST. MARKINGS
END SIGNING AND MARKING
STA. 8+60
MATCH EXIST. MARKINGS
SIGNING & PAVEMENT
MARKING PLAN
N
1" = 20'
FOREST W. ADKINS, P.E.
P.E. LICENSE NUMBER 56003
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\SigningAndMarking\PLANSP01.dwgBothoff, Bethany 5/28/2025 10:57:07 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
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AutoCAD SHX Text E
BOX CULVERT TABLES AND
NOTES
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LUIS SANTANA, P.E.
P.E. LICENSE NUMBER 76363
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\GNNTRD01.dwgBothoff, Bethany 5/28/2025 10:57:25 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
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BRIDGE NO. XXXXXX
Westside Headwall Detail
5' -9
1 8"
1'-1"
SW WINGWALL NW WINGWALL
33'-4" 20'-0"20'-0"
TOP OF WALL
EL. 18.650
EL. 18.724 EL. 18.78
℄ BOX CULVERT
TOP OF
HEADWALL
EL. 18.696
INV. EL. 6.017
TOP OF FOOTING
EL. 6.017
BOT OF FOOTING
EL. 4.517
BOT OF CUTOFF WALL
EL. 2.017
WESTSIDE ELEVATION
TOP OF WALL
EL. 18.650
TOP OF FOOTING
EL. 6.017
BOT OF FOOTING
EL. 4.517
BOT OF CUTOFF WALL
EL. 2.017
TOP SLAB OF
BOX CULVERT
OPTIONAL CONST JT.
BARS 8056" X 6" CHAMFER
BARS 806
TOP OF HEADWALL
BARS 804 EF.
BOX CULVERT DETAILS (1 OF 2)
LUIS SANTANA, P.E.
P.E. LICENSE NUMBER 76363
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE, SUITE 100
DeBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Structures\B1MISCSTRCLV02.dwg5/28/2025 10:57:35 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBIA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
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N/A
Bothoff, Bethany
Box Culvert Cutoff Wall Detail Wingwall Cutoff Wall DetailEastside Headwall Detail
2' -2
1 4"
4' -0
4' -0
16'-6" 33'-4" 16'-6"
1'-0" 1'-0"
1'-1"
SE WINGWALL
NE WINGWALL
℄ BOX CULVERT
EASTSIDE ELEVATION
TOP OF WALL
EL. 16.398
TOP OF FOOTING
EL. 8.412
BOT OF FOOTING
EL. 6.912
BOT OF CUTOFF WALL
EL. 4.412INV. EL. 8.412
EL. 17.580 EL. 17.60 TOP OF
HEADWALL
EL. 17.508
TOP OF WALL
EL. 16.458
TOP OF FOOTING
EL. 8.412
BOT OF FOOTING
EL. 6.912
BOT OF CUTOFF WALL
EL. 4.412
6" X 6" CHAMFER BARS 802
BARS 803
TOP OF HEADWALL
OPTIONAL CONST. JT.
TOP SLAB OF BOX CULVERT
BARS 801 EF.
OPTIONAL CONST. JT.
CUTOFF WALL
BARS 809 (BARS 812)
END OF BARREL &
FACE OF HEADWALL
BARS 807 (BARS 810)
BARS 808
(BARS 811) EF.
4E21 (4E23)
CUTOFF WALL
OPTIONAL CONST. JT.
WINGWALL
4E24 EF. (4E25 EF.)
4E20 EF.
(4E22 EF.)
BOX CULVERT DETAILS (2 OF 2)
LUIS SANTANA, P.E.
P.E. LICENSE NUMBER 76363
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE, SUITE 100
DeBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Structures\B1MISCSTRCLV02.dwg5/28/2025 10:57:35 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBIA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
TH
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F F
IC
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N/A
Bothoff, Bethany
REINFORCING BAR LIST (1 OF 2)
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LUIS SANTANA, P.E.
P.E. LICENSE NUMBER 76363
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\GNNTRD01.dwgBothoff, Bethany 5/28/2025 10:57:55 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
TH
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F F
IC
IA
L
R E C
OR
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REINFORCING BAR LIST (2 OF 2)
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LUIS SANTANA, P.E.
P.E. LICENSE NUMBER 76363
STANLEY CONSULTANTS, INC.
80 SPRING VISTA DRIVE
DEBARY, FL 32713
COUNTY FINANCIAL PROJECT ID
DATE DESCRIPTION
REVISIONS
SHEET
NO.
B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\GNNTRD01.dwgBothoff, Bethany 5/28/2025 10:58:01 AM
VOLUSIA
FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF
DeBARY
16 COLOMBA RD
DeBARY, FL 32713
ROAD
FORT FLORIDA
TH
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F F
IC
IA
L
R E C
OR
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F or t F lo rid a
R oa dF or t F lo rid a
R oa d
Legend of Symbols & Abbreviations
REVISION
Survtech Solutions, Inc.
INITIALS DATE SurVEYING Today With Tomorrow's technology
City: DeBaryAddress: Fort Florida Rd Project Name: City of Debary Florida Road Bridge Replacement
State: Florida
Overhead Utility Lines
Guy Wire Power Pole
Route Survey City of Debary, Florida - Road Bridge Replacement
Section 5, Township 19 South, Range 30 East Volusia County, Florida
Field Book/Page: 24-1/39 Last Field Date: 08/13/24
Date Approved: 08/30/23
Date Drafted: 08/30/24 Drafted By: N. Milbauer
Approved By: R. Fowler
Professional Surveyor and Mapper Identification Licensed Business Official Records
Project No.: 240920
Prior Project No.: 240334 Drawing Name: 240920_R
Surveyor's Notes
MATCHLINE 1
MATCHLINE 1
Fence Gate
Sign
Palm Oak
Pine
Electric Meter
Temporary Benchmark Temporary Benchmark
Invert
Corrugated Plastic Pipe
Underground Drainage Pipe Top of Bank Toe of Slope
Lift Station
Fort Florida Road
Fort Florida Road
Survtech Solutions, Inc.Route Survey City of Debary, Florida - Road Bridge Replacement
SUE Detail
SUE Notes
M A
T C
H L
IN
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M A
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H L
IN
E
N=4
N=3
N=5
N=11
N=4
N=3
N=2
N=4
N=7
N=5
N=23
BT-40.0 Ft.
B-1
NOTES:
Borehole Number
Liquid and Plastic Limits
AR
BT
LL PLMoisture Content
%w
B-1
Water Level Reading at time of drilling.
Water Level Reading after drilling.
Sampling (See General Notes)
Explanation
Borehole Lithology
Borehole Termination Type
Poorly-graded Sand
Poorly-graded Sand with Silt
Gravelly Lean Clay Silty Sand Gravelly Silt
Fat Clay
D E
P T
H B
E L
O W
G R
A D
E
F ee t)
See Exhibit A-2 for orientation of soil profile.
See General Notes in Appendix C for symbols and soil classifications.
Soils profile provided for illustration purposes only.
Soils between borings may differ AR - Auger Refusal BT - Boring Termination
1675 Lee Rd Winter Park, FL
PH. 407-740-6110 FAX. 407-740-6112
SUBSURFACE PROFILE EXHIBITProject Manager: LX
FT. FLORIDA ROAD BRIDGE REPLACEMENT
FORT FLORIDA ROAD
DEBARY, FL
File Name:
Scale: N.T.S.
Project No.: H1245183
Drawn by:
Date: 9/3/2024
Approved by:
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GR-1
| Sheets and Views |
| 01 KEY SHEET |
| 02 SIGNATURE SHEET |
| 03 DRAINAGE MAP |
| 04 TYPICAL SECTION |
| 05 TYPICAL SECTION |
| 06 TYPICAL SECTION |
| 07 GENERAL NOTES |
| 08 ROADWAY PLAN |
| 09 ROADWAY PROFILE |
| 10 GRADING PLAN |
| 11 DETAIL A GABION AND WIRE-TIED RIPRAP APRON |
| 12 CROSS SECTIONS |
| 13 CROSS SECTIONS |
| 14 CROSS SECTIONS |
| 15 CROSS SECTIONS |
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