2025-08-22_-_Fort_Florida_Bridge_Replacement-PLANS-_ADDENDUM_No._1.pdf

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 SUMMARY OF PAY ITEMS

04 DRAINAGE MAP

05 - 07 TYPICAL SECTION

08 GENERAL NOTES

09 ROADWAY PLAN

10 ROADWAY PROFILE

11 GRADING PLAN

12 DETAIL A GABION AND WIRE-TIED RIPRAP APRON

13 - 16 CROSS SECTIONS

17 TEMPORARY TRAFFIC CONTROL GENERAL NOTES AND

DETOUR

18 STORMWATER POLLUTION PREVENTION PLAN

19 EROSION CONTROL

20 SIGNING & PAVEMENT MARKING PLAN

21 BOX CULVERT TABLES AND NOTES

22 - 23 BOX CULVERT DETAILS

24 - 25 REINFORCING BAR LIST

1 OF 2* ROUTE SURVEY

2 OF 2* SUE DETAIL

GR-1* SUBSURFACE PROFILE

N

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.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) 753-7043

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.dwgO'Neill, Karen 8/21/2025 8:40:38 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:

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:

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 SUMMARY OF PAY ITEMS

04 DRAINAGE MAP

05 - 07 TYPICAL SECTION

08 GENERAL NOTES

09 ROADWAY PLAN

10 ROADWAY PROFILE

11 GRADING PLAN

13 - 16 CROSS SECTIONS

18 STORMWATER POLLUTION PREVENTION PLAN

19 EROSION CONTROL

20 SIGNING & PAVEMENT MARKING PLAN

SHEET NO. SHEET DESCRIPTION

02 SIGNATURE SHEET

17 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:

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

12 DETAIL A GABION AND WIRE-TIED RIPRAP APRON

21 BOX CULVERT TABLES AND NOTES

22 - 23 BOX CULVERT DETAILS

24 - 25 REINFORCING BAR LIST

STATE OF

No.

P R O

FESSIONAL ENGIN

EE

R

FLORIDA

LU

IS SANTANA

76363

LICENSE

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\CESSRD01.dwgO'Neill, Karen 8/22/2025 10:44:06 AM

VOLUSIA

FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF

DeBARY

16 COLOMBA RD

DeBARY, FL 32713

ROAD

FORT FLORIDA

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SUMMARY OF PAY ITEMS

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PAY ITEM NOTES

102-1, MAINTENANCE OF TRAFFIC

INCLUDES THE COST OF ALL ANCILLARY ITEMS (SIGNS, PCMS, TYPE III BARRICADES) AS REQUIRED FOR THE DURATION OF CONSTRUCTION PER THE MAINTENANCE OF TRAFFIC AND DETOUR PLAN SHOWN ON

SHEET 17 AND PER SECTION 102 OF THE FDOT STANDARD SPECIFICATIONS.

530-5-11, GABION MATTRESS LESS THAN 1 FOOT THICKNESS

INCLUDES THE COST OF TYPE D-2 GEOTEXTILE FABRIC (22 SY) PER SECTION 530 OF THE FDOT STANDARD SPECIFICATIONS. ADDITIONALLY, THIS ITEM INCLUDES THE COST OF STAKES (TOTAL OF 42 STAKES, 987 LBF). SHOP DRAWINGS SHALL BE PROVIDED FOR GABION MATTRESS FOR REVIEW AND

APPROVAL BY ENGINEER.

530-5-12A, DUMPED RIPRAP D50=12"

INCLUDES THE COST OF MATERIALS, HAULING, AND DRESSING/SHAPING OF SUBGRADE FOR PLACEMENT OF RIPRAP PER SECTION 530 OF THE FDOT STANDARD SPECIFICATIONS. ADDITIONALLY, THIS ITEM INCLUDES THE COST OF TYPE D-2 GEOTEXTILE FABRIC (17 SY) PER SECTION 530 OF THE FDOT

STANDARD SPECIFICATIONS.

530-5-13, GABION, BASKET

INCLUDES THE COST OF TYPE D-2 GEOTEXTILE FABRIC PER SECTION 530 OF THE FDOT STANDARD SPECIFICATIONS. SHOP DRAWINGS SHALL BE PROVIDED FOR GABION MATTRESS FOR REVIEW AND

APPROVAL BY ENGINEER.

CITY 01, COMPLIANCE WITH FPL DAM SAFETY PLAN

INCLUDES ALL COSTS ASSOCIATED WITH ADHERENCE TO FPL DAM SAFETY PLAN, INCLUDING BUT NOT LIMITED TO MONITOR VIBRATION, ON SITE SAND FOR EXCAVATION BACKFILL (30 CY), AND STONE FOR EXCAVATION BACKFILL (30 CY). ALSO INCLUDES COST OF CONVEYANCE PLAN AS DESCRIBED IN THE PROJECT GENERAL NOTES FOR FPL. SAND FOR EXCAVATION BACKFILL PER THE REQUIREMENTS OF THE FPL DAM SAFETY PLAN IS TO BE STOCKPILED AND UTILIZED IN ACCORDANCE WITH THAT PLAN. SAND PROVIDED SHALL BE GRADED SILICA SAND MEETING THE REQUIREMENTS OF APPENDIX A OF THAT PLAN AND GRADATION SHALL BE SUBMITTED FOR APPROVAL. INCLUDES THE COST OF HAULING, STOCKPILING, PLACEMENT, AND COMPACTION AS NEEDED. STONE FOR EXCAVATION BACKFILL PER THE REQUIREMENTS OF THE FPL DAM SAFETY PLAN IS TO BE STOCKPILED AND UTILIZED IN ACCORDANCE WITH THAT PLAN.

STONE PROVIDED SHALL BE FDOT NUMBER 89 STONE IN ACCORDANCE WITH THE FDOT CONSTRUCTION AGGREGATES MANUAL AND CERTIFICATIONS SHALL BE SUBMITTED FOR APPROVAL. INCLUDES THE COST

OF HAULING, STOCKPILING, PLACEMENT, AND COMPACTION AS NEEDED.

CITY 03, AS-BUILT DRAWINGS

UPON COMPETITION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH

COMPLETE "AS-BUILT" INFORMATION, CERTIFIED BY A LICENSED LAND SURVEYOR CURRENTLY

REGISTERED IN THE STATE OF FLORIDA. AT A MINIMUM, THIS "AS-BUILT" INFORMATION SHALL INCLUDE INVERT ELEVATIONS AND HORIZONTAL LOCATIONS OF ALL STORM WITH DESIGN STRICKEN THROUGH, GRADE BREAK LOCATIONS AND SUFFICIENT ELEVATIONS OF FINISHED GRADE SURFACES WHICH ALLOW

THE ENGINEER TO DETERMINE COMPLIANCE WITH THE PROPOSED DESIGN. NO ENGINEER'S

CERTIFICATIONS OF COMPLETION OR REQUESTS FOR FINAL ACCEPTANCE WILL BE SUBMITTED UNTIL THIS INFORMATION HAS BEEN RECEIVED AND APPROVED BY THE ENGINEER. THE "AS-BUILT" INFORMATION

SHALL BE PROVIDED IN PDF AND CAD FORMAT.

CUL-(0400-4-1), CONCRETE CLASS IV, CULVERTS

INCLUDES THE COST OF TYPE D-3 GEOTEXTILE FABRIC (680 SY) PER SECTION 530 OF THE FDOT STANDARD SPECIFICATIONS. SHOP DRAWINGS SHALL BE PROVIDED FOR EITHER CAST-IN-PLACE OR PRECAST CONCRETE CULVERT OPTIONS FOR REVIEW AND APPROVAL BY ENGINEER. SUBMITTAL SHALL INCLUDE CONCRETE MIX DESIGN AND REBAR. CONCRETE TESTING SHALL INCLUDE SLUMP TEST AND WATER/CEMENT RATIO TEST AS INDICATED PER SECTION 346 OF THE FDOT STANDARD SPECIFICATIONS.

PAY ITEM NO. PAY ITEM DESCRIPTION UNIT QUANTITY

I. BASE BID

0101 1 MOBILIZATION LS 1

0102 1 MAINTENANCE OF TRAFFIC LS 1

0104 10 3 SEDIMENT BARRIER LF 732

0104 11 FLOATING TURBIDITY BARRIER LF 50

0110 1 1 CLEARING & GRUBBING AC 0.412

0110 4 10 REMOVAL OF EXISTING CONCRETE SY 70

0120 1 REGULAR EXCAVATION CY 380.0

0120 6 EMBANKMENT CY 1,090.0

0160 4 TYPE B STABILIZATION SY 962

0285701 OPTIONAL BASE, BASE GROUP 01 SY 136

0285706 OPTIONAL BASE, BASE GROUP 06 SY 453

0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 307

0334 1 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, PG76-22 TN 37.4

0337 7 83 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-12.5, PG 76-22 TN 73.9

0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 12.8

0515 1 2 PIPE HANDRAIL - GUIDERAIL, ALUMINUM LF 74

0521 72 40 SHOULDER CONCRETE BARRIER, 38" OR 44" HEIGHT LF 67

0522 1 CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 86

0524 1 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 39

0530 5 11 GABION, MATTRESS LESS THAN 1 FOOT THICKNESS SY 194

0530 5 12A DUMPED RIPRAP D50 = 12" CY 13

0530 5 13 GABION, BASKET CY 10

0536 1 1 GUARDRAIL -ROADWAY, GENERAL TL-3 LF 350

0536 8112 GUARDRAIL TRANSITION CONNECTION TO RIGID BARRIER, F&I- INDEX 536-001, APPROACH

TL-3 EA 4

0536 85 24 GUARDRAIL END TREATMENT- PARALLEL APPROACH TERMINAL EA 4

0536 73 GUARDRAIL REMOVAL LF 252

0550 10110 FENCING, TYPE A, 0.0-5.0', STANDARD LF 200

0570 1 2 PERFORMANCE TURF, SOD SY 948

0700 1500 SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE EA 4

0706 1 3 RAISED PAVEMENT MARKER, TYPE B EA 14

0711 16101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 0.098

0711 16201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 0.098

CITY 01 COMPLIANCE WITH FPL DAM SAFETY PLAN LS 1

CITY 02 DEWATERING DAY 180

CITY 03 AS-BUILT DRAWINGS LS 1

CUL-(0110-3) REMOVAL OF EXISTING STRUCTURE SF 1,617

CUL-(0400-4-1) CONCRETE CLASS IV, CULVERTS CY 272

CUL-(0415-1-1) REINFORCING STEEL - ROADWAY LBF 66,918

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

11 11

12 12

13 14

16 17

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. XXXXXX

7+48.71

RIPRAP APRON

D50=12"

DEPTH=24"

35'WxVARIES (4.7' - 5.2')

PLACE HIGH SURVIVABILITY FILTER

FABRIC UNDER RIPRAP (WOVEN)

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.dwgO'Neill, Karen 8/21/2025 8:41:14 AM

VOLUSIA

FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF

DeBARY

16 COLOMBA RD

DeBARY, FL 32713

ROAD

FORT FLORIDA

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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

INDEX No.

536-001

2" MISC.

ASPHALT

PAVT.

GUARDRAIL

PER FDOT

INDEX No.

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.)

3.5'

SOD

3.5'

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.dwgO'Neill, Karen 8/21/2025 8:41:23 AM

VOLUSIA

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TYPICAL SECTION

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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+48.71 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

INDEX No.

536-001

GUARDRAIL PER

FDOT INDEX No.

536-001

BOX CULVERT HEADWALL

SEE BOX CULVERT DETAILS

FOR ELEVATIONS

PIPE GUIDERAIL PER FDOT

INDEX No. 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 PER

FDOT INDEX No. 522-1

VARIES

(0.02- 0.06)

MATCH ADJACENT

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

3.5'

SOD

3.5'

SOD

PGL

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.dwgO'Neill, Karen 8/21/2025 8:41:27 AM

VOLUSIA

FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF

DeBARY

16 COLOMBA RD

DeBARY, FL 32713

ROAD

FORT FLORIDA

TH

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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+48.71

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 PER

FDOT INDEX No. 522-1

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 INDEX No. 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

INDEX No. 515-070

4" 4"

VARIES

RIPRAP APRON SEE DRAINAGE MAP

GABION AND WIRE-TIED

RIPRAP APRON SEE DETAIL A

PERMANENT DRAINAGE 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.dwgO'Neill, Karen 8/21/2025 8:41:32 AM

VOLUSIA

FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF

DeBARY

16 COLOMBA RD

DeBARY, FL 32713

ROAD

FORT FLORIDA

TH

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TYPICAL SECTION

TH

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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.dwgO'Neill, Karen 8/21/2025 9:36:55 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

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L

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.A .C

N/A

GENERAL NOTES

TH

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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

FP&L - LAKE KONOMAC - CONSTRUCTION JUSTIN HARRIS (440) 371-2427

ERIC RYAN (386) 690-1010

4. FORT FLORIDA ROAD WILL BE SHUT DOWN AND TRAFFIC DETOURED FOR THE DURATION OF PROJECT, AS DETERMINED BY THE CONSTRUCTION SCHEDULE AND IN COORDINATION WITH THE CITY. 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

6. 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

7. CONTRACTOR SHALL CONTACT VOLUSIA COUNTY HAZARDOUS WASTE MANAGEMENT NO LESS THAN 24 HOURS PRIOR TO DEMOLITION OF THE BRIDGE AND

DISPOSAL OF THE CONTAMINATED MATERIAL.

· THE CONTRACTOR SHALL CONTACT JENNIFER STRICK AT (386) 947-2952

· CONTAMINATED MATERIAL SHALL BE WETTED DOWN.

· CONTAMINATED MATERIAL SHALL BE SEALED WITH LINER AND/OR DOUBLE BAGGED.

FPL NOTES

8. CONTRACTOR TO MAINTAIN THE INTEGRITY OF FPL'S SECURITY FENCING AND GATES AT ALL TIMES.

9. CONTRACTOR IS REQUIRED TO SUBMIT A SEQUENCING OF CONSTRUCTION PLAN TO MAINTAIN FLOW IN KONOMAC CREEK THROUGH THE WORK AREA AT ALL TIMES DURING CONSTRUCTION THROUGH PUMPING, PIPING, OR CONSTRUCTION OF A TEMPORARY DIVERSION CHANNEL. CONVEYANCE OF KONOMAC CREEK SHALL BE MAINTAINED EQUAL TO THE DISCHARGE ANTICIPATED THROUGH THE CHANNEL FOR THE 2 YEAR/24 HOUR EVENT AS PROVIDED BY

FPL, AS SUMMARIZED BELOW:

KONOMAC CREEK 80 CFS

REFER TO DAM SAFETY PLAN FOR FURTHER DETAILS. CONVEYANCE PLAN TO BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BY THE

CITY AND FPL PRIOR TO BEGINNING THE WORK.

10. FPL WILL NOTIFY CONTRACTOR A MINIMUM OF 48 HOURS IN ADVANCE OF ANY NEED TO PERFORM EMERGENCY DISCHARGE FROM LAKE KONOMAC DUE TO IMPENDING WEATHER CONDITIONS. CONTRACTOR SHALL SECURE THE WORK SITE TO THE GREATEST EXTENT POSSIBLE SO AS NOT TO IMPEDE THIS

DISCHARGE.

11. REFER TO 'DAM SAFETY AND CONSTRUCTION PLAN, SANFORD COOLING POND' DATED AUGUST, 2025 FOR FURTHER REQUIREMENTS REGARDING CONSTRUCTION AROUND FPL'S EARTHEN DAM SURROUNDING THE COOLING POND (LAKE KONOMAC).

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

TOE

TOE

TOE

TOE

TOE

TOE

TOETOE

TOE

TOE

TOE

TOE

TOE

TOE

TOE

TOE

TOE

TOE

TOE

TOE

TOETOE

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

TOE

TOE

T O E

T O E

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

O E

O E

O E

O E

O E

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 OE OE OE OE OE OE OE OE OE OE

O E

O E

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 PER

FDOT INDEX No. 522-001

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

EXIST CHAIN LINK FENCE TO REMAIN

BEGIN FENCE TYPE A PER

FDOT INDEX No. 550-001

TIE TO EXIST. FENCE

6+00.00

33.87 LT.

END FENCE TYPE A PER

FDOT INDEX No. 550-001

TIE TO EXIST. FENCE

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 PERMANENT DRAINAGE 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.

LEGEND:

RIPRAP

MILLING & RESURFACING

4" CONC. SIDEWALK

4" CONC. DITCH PAVEMENT

PAVED SHOULDER

FULL DEPTH CONSTRUCTION

CONCRETE REMOVAL

3.0' 3.0'

DITCH PAVEMENT PER FDOT INDEX No. 524-001

℄ 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.dwgO'Neill, Karen 8/21/2025 8:42:09 AM

VOLUSIA

FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF

DeBARY

16 COLOMBA RD

DeBARY, FL 32713

ROAD

FORT FLORIDA

TH

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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

.3

.3

.7

.3

.5

.3

.2

.2

.1

.1

.1

.0

.8

.8

.7

P I

.0

E L.

9.

P I

.0

E L.

9.

P I

.0

E L.

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

TA

.4

E le v.

.3

S

TA

.3

E le v.

.3

S

TA

.4

E le v.

5.

S

TA

.3

E le v.

5.

BEGIN FULL DEPTH CONSTRUCTION

BEGIN PGL

STA. 6+72.00

ELEV. 19.19

END FULL DEPTH CONSTRUCTION

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.dwgO'Neill, Karen 8/21/2025 8:42:24 AM

VOLUSIA

FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF

DeBARY

16 COLOMBA RD

DeBARY, FL 32713

ROAD

FORT FLORIDA

TH

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N/A

1" = 20' Horizontal 1" = 2' Vertical

ROADWAY PROFILE

6 7 8

TOE

TOE

TOE

TOE

TOE

TOETOE

TOE

TOE

TOE

TOE

TOE

TOE

TOE

TOE

TOE

TOE

TOETOE

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

TOE

TOE

T O E

T O E

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 TOE TOE

TOE

TOE

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 18.65

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 11.05EL 10.82

EL 16.40

EL 16.46

EL 18.65

EL 6.42

EL 6.51

EL 6.42

EL 6.51

EL 8.35

EL 8.05

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

1511.0 12.0 13.0 14.0

10.0

15.0

6.0

7.0 8.0

9.0

11.0 12.0

13.0 14.0

7.

08.

09.

.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

1.5:1 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+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

EL 6.00EL 6.00

6+50.00

31.11 LT.

EL 15.10

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.

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VOLUSIA

FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF

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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

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B:\Proposals\Transportation\Debary_FL_City_of\31863.01.00_Fort Florida Bridge\CAD\31863.01.00\Roadway\GNNTRD01.dwgO'Neill, Karen 8/21/2025 8:43:01 AM

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FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF

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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.

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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.

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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.dwg8/21/2025 8:43:28 AM

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FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF

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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.dwg8/21/2025 8:43:33 AM

VOLUSIA

FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF

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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.dwgO'Neill, Karen 8/22/2025 11:33:26 AM

VOLUSIA

FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF

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16 COLOMBA RD

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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: 0.475 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.

(KONOMAC CREEK)

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.

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.dwgO'Neill, Karen 8/21/2025 8:43:58 AM

VOLUSIA

FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF

DeBARY

16 COLOMBA RD

DeBARY, FL 32713

ROAD

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STORMWATER POLLUTION

PREVENTION PLAN

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Prescriptive Rights Boundary for Fort Florida Road

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Prescriptive Rights Boundary for Fort Florida Road

17.8

16.3

16.1

17.2

16.6 13.9

16.7

17.2

13.4

14.0

17.0

18.1

15.6

15.4

17.7

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18.0

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18.0

17.9

17.7

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17.6

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18.44

18.58 18.69

18.67

18.33

18.92

15.47

18.93

18.71

18.72

18.35

17.82

18.01

18.18

18.35

18.12

18.19

17.86

18.02

18.38

18.58

18.72

16.01

16.74

16.72

9.20

8.82

11.87

12.84

12.45

11.76

11.38

11.22

8.51

12.39

16.24

16.82

16.85

17.9 16.7

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17.1

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17.7 17.0

16.2

16.7

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13.9 14.618.9

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11.9

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6.5 8.6

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14.80 13.69

12.38

10.55 9.01

8.7110.3812.63

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18.78

19.33 19.05

18.88

15.58

15.4114.8513.1412.6410.599.05

6.30

8.22

14.12

14.60 15.53

19.13

19.27 9.469.41

9.76

12.24 14.63

11.69 8.41

7.87

18.93

19.32

19.33

19.34

19.03

18.80

19.00

19.07

19.10

18.88

19.09

19.08

19.14

13.36

10.8010.339.97

8.18

9.31

10.00

11.96

12.78

13.42

18.84

19.21

19.33

18.7615.53

12.55 12.74

12.98

8.61 9.35

11.60

15.63

18.66

15.3

14.19 12.35

8.6

8.1 17.2

16.2

15.97

17.7 16.1

16.8

17.1

16.4

15.8

15.0 14.7713.5712.22

5.3

14.80

13.74

14.80

15.6

12.32 15.08

16.6 15.3

15.33

15.41

15.33

12.6 10.4

8.7

19.6

TOETOE

TOE

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¡ 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.dwgO'Neill, Karen 8/21/2025 8:44:21 AM

VOLUSIA

FORT FLORIDA BRIDGE REPLACEMENTBY CITY OF

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Prescriptive Rights Boundary for Fort Florida Road Prescriptive Rights Boundary for Fort Florida Road

Prescriptive Rights Boundary for Fort Florida Road

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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"…