Horizon_West_Trail_Phase_I_Structures_Plans.pdf

PREPARED BY:

SHEET

OF

DATE BYREVISIONS

B-01

DESCRIPTION

INDEX OF SHEETS

SHEET

B-02

DATE: 02/2024

DATE: 02/2024

DATE: 02/2024

DATE: 02/2024

I HEREBY CERTIFY THAT THE DESIGN FOR THIS PROJECT AND THE ATTACHED CONSTRUCTION

PLANS COMPLY WITH THE REQUIREMENTS OF SECTION 336.045 OF THE FLORIDA STATUTES

AND ARE IN SUBSTANTIAL CONFORMANCE WITH THE STANDARDS CONTAINED IN THE EDITION

OF THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND

MAINTENANCE FOR STREETS AND HIGHWAYS" IN EFFECT ON THIS DATE AS ADOPTED BY

THE FLORIDA DEPARTMENT OF TRANSPORTATION PURSUANT TO SUBSECTION 336.045(1)

ENGINEER:DATE:

OF THE FLORIDA STATUTES.

CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY HAVE

CERTIFICATION TO PLANS

DISTRICT 2

DISTRICT 3

DISTRICT 4

DISTRICT 5

DISTRICT 6

MAYRA URIBE

MARIBEL GOMEZ CORDERO

CHRISTINE MOORE

JERRY L. DEMINGS, COUNTY MAYOR

PUBLIC WORKS DIRECTOR

BOARD OF COUNTY COMMISSIONERS

NICOLE WILSON DISTRICT 1

SOURCE OF BENCHMARK DATUM

BENCHMARKS

PLANS WERE PREPARED ACCORDING TO AVAILABLE INFORMATION TO ADEQUATELY

ADDRESS CONDITIONS AS THEY EXISTED AT THE TIME OF PLANS PREPARATION.

NEEDS, CONDITIONS AND OWNERSHIP OF PROPERTIES MAY HAVE CHANGED SINCE

PROJECT DESIGN. THE COUNTY'S REPRESENTATIVE WILL ADDRESS CHANGES AND

NEEDS WITH THE PROPERTY OWNER OR THEIR REPRESENTATIVES. CONTRACTOR

SHALL WORK WITH THE COUNTY'S REPRESENTATIVE IN ADDRESSING AND MEETING

NEEDS AND CONDITIONS THAT MAY HAVE CHANGED SINCE PLANS PREPARATION.

407-843-5120

407-656-2734

407-836-6869

407-254-9764

407-905-3345

407-532-8509

407-656-2332

CATV: CHARTER COMMUNICATION

407-656-4111

407-814-5295

407-996-1183

UTILITIES ENCOUNTERED

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B-01 KEY SHEET

B-04

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B1-04

B1-11

SIGNATURE SHEET

SUMMARY OF STRUCTURES QUANTITIES

GENERAL NOTES (1 OF 2)

GENERAL NOTES (2 OF 2)

TYPICAL SECTION

REPORT OF BOARDWALK BORINGS

PILE DATA TABLE AND NOTES

DESIGNED BY: CAB

GENERAL PLAN

HORIZON WEST TRAIL PHASE 1

DRAWN BY : BCS

CHECKED BY: JMHL

APPROVED BY: JMHL

B-03 INDEX OF SHEETS

B1-01 - B1-03

B1-05 - B1-07

B1-08 - B1-10

33 36

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17 16 15

545 GUS

Bch.

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Black

Hartley

Speer

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Lake L.

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Luntz

Rd.

Lake

Rd.Malcolm M an n d.

Tilden Rd.

W es te rn E xp

HarlemHarlem Heights

TOLL

VICINITY MAP

N.T.S.

T-22 S

T-23 S

R-27 E

T-22 S

T-23 S

R-27 E

Sum

N.T.S.

CONTRACT NO:

FOUNDATION LAYOUT

LOCATION MAP

CHRISTMAS

SEMINOLE COUNTY

OSCEOLA COUNTY

ORLANDO

INTERNATIONAL

AIRPORT

L A

K E C

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WINTER

GARDEN

ORLANDO

LAKE COUNTY

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PROJECT

LOCATION

OSCEOLA COUNTY

LAKE APOPKA

GALLOWAY DR.

1-4

I-4

FLORIDA

TPK

E-W

E

W

N.T.S.

29SEC. TWP. RGE. E.24S28,29,33

LEGEND

OVERHEAD POWER LINES

ASPHALT

FENCE

CONCRETE

RIGHT OF WAY LINE

BRICK WALL

POWER POLES

WATER VALVE

PALM TREES

MISCELLANEOUS BOXES

HEDGES

POWER POLE WITH LAMP

CORRUGATED METAL PIPE

REINFORCED CONCRETE PIPE

CMP

RCP

ASPHALT C/L

POWER POLEP.P.

TRAFFIC MARKINGS

WATER METER

SECTION LINE

CURB

STATION POINT

ALUMINUM HAND RAIL

WETLANDS

FIRE HYDRANT

SANITARY SEWER

BARRIER WALL

WV

MONUMENT

BENCHMARK

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SIGNS

TREES

} BASELINE

CCR CERTIFIED CORNER RECORD

CONC CONCRETE

COR. CORNER

E EAST/EASTING

EL ELEVATION

EP EDGE OF PAVEMENT

INV INVERT (ELEVATION)

IR(C) IRON ROD (WITH CAP)

IRRIG IRRIGATION LINE

LT. LEFT

MES MITERED END SECTION

N NORTH/NORTHING

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PIP POURED-IN-PLACE

POC POINT ON CURVE

POT POINT ON TANGENT

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE PIPE

R RANGE

RCP REINFORCED CONCRETE PIPE

RT. RIGHT

R/W RIGHT-OF-WAY

S SOUTH

SEC. SECTION

STA. STATION

T TOWNSHIP

TEL TELEPHONE

UTIL UTILITY

VVH/TH TEST HOLE (UTILITY)

W WEST

° DEGREES

SHWE SEASONAL HIGH WATER EL.

LOC LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION (LOC)

CONSTRUCTION PLANS FOR

CONTRACT NO. : Y21-806

DISTRICT NO: 1

ORANGE COUNTY, FLORIDA

FOURTH EDITION

AASHTO 2012 GUIDE FOR THE DEVELOPMENT OF BICYCLE FACILITIES,

ROADWAY:

BRIDGES:

TOTAL LENGTH:

PROJECT LENGTH: FEET MILES

3,527

N/A

0.668

N/A

0.6683,527

B1-11

ELEVATION 117.665

SIDEWALK NEAR CHAIN LINK FENCE.

UNDER S.R. 429 OVERPASS; 20' +/- N. OF CONCRETE

AND NESTLING LN; 174' +/- E. OF ASPHALT APRON

MONUMENT 760' +/- W. OF INTERSECTION OF TILDEN RD.

3.25" O.C. ALUMINUM DISC IN 4"X4" CONCRETE

ORANGE COUNTY BENCHMARK OC-17-1055.

ELEVATION 127.763

DANIELS RD. AND FOWLER GROVE BLVD.

ENTRANCE TO THE GROVE, E. OF INTERSECTION OF

CONCRETE CURBING AROUND DECORATIVE MEDIAN IN

3.25" O.C. ALUMINUM DISC IN 4"X4" IN BULLNOSE

ORANGE COUNTY BENCHMARK OC-16-1027

FINAL SUBMITTAL

KELLY MARTINEZ SEMRAD

MICHAEL SCOTT

JOSEPH C. KUNKEL

POWER: DUKE ENERGY

REUSE WATER: WATER CONSERV II

REUSE WATER: CITY OF WINTER GARDEN

GAS: LAKE APOPKA NATURAL GAS

PHONE: CENTERYLINK WINTER GARDEN

COMMUNICATION: SUMMIT BROADBAND

FIBER: CFX

WASTE WATER: ORANGE COUNTY UTILITIES

WATER: ORANGE COUNTY UTILTIES

Structures Plans Component.

Standard Plans for Bridge Construction are included in the

APPLICABLE IRs: IR536-001-01, IR521-001-01 http://www.fdot.gov/design/standardplans are available at the following website:

Standard Plans for Road Construction and associated IRs and applicable Interim Revisions (IRs).

Standard Plans for Road and Bridge Construction

Florida Department of Transportation, FY2026-27

GOVERNING STANDARD PLANS:

Orange County Specifications as amended by contract documents.

http://www.fdot.gov/programmanagement/Implemented/SpecBooks following website:

Specifications for Road and Bridge Construction at the

Florida Department of Transportation, FY2026-27 Standard

GOVERNING STANDARD SPECIFICATIONS:

BEGIN PROJECT

BEGIN TRAIL

STA. 1000+50.44

END PROJECT

END TRAIL

STA. 2023+07.05

BEGIN TRAIL

STA. 2000+47.31

STA. 2021+50.00

STA. 2013+10.25

STA. 1013+17.27

END TRAIL

BEGIN BOARDWALK-BFBW

END BOARDWALK-BFBW

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SCIENTISTSENGINEERS SURVEYORS PLANNERS

CANDY A. BUNDY, P.E. LICENSE NO. 53984

PHONE: (407) 896-0594 FAX: (407) 896-4836

941 LAKE BALDWIN LANE, ORLANDO, FLORIDA 32814

DYER, RIDDLE, MILLS & PRECOURT, INC.

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

STATE OF

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No 50637

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ANN .N NIWD

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DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

4200 SOUTH JOHN YOUNG PARKWAY

ORLANDO, FLORIDA 32839

(407) 836-7900

ORANGE COUNTY

STATE OF

R E

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No 60103

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HCSIAH .M NYL

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ORLANDO, FL 32814

941 LAKE BALDWIN LANE

DRMP, INC.

P.E. LICENSE NUMBER 60103

JOCELYN M. HAISCH-LINN, P.E.

SIGNATURE SHEET

B-02

CAB 02-24

SHEET DESCRIPTIONSHEET NO.

STRUCTURE PLANS

SHEET DESCRIPTIONSHEET NO.

STRUCTURE PLANS

REPORT OF BOARDWALK BORINGS

SIGNATURE SHEET

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

Plotted By: Gabriel.Zambrano 6/2/2026 7:10:24 PM P:\Projects21\21-0021.000_Horizon_West_Trail_Phase_1\Struct\SignSt01.dgn

B-02

BCS 02-24

CAB 02-24

JMHL 02-24

B1-11

B1-08 - B1-10

B1-04

B1-01 - B1-03

B-05

B-04

BQ1-01

B-03

B-02

B-01

PILE DATA TABLE AND NOTES

FOUNDATION LAYOUT

TYPICAL SECTION

GENERAL PLAN

GENERAL NOTES (2 OF 2)

GENERAL NOTES (1 OF 2)

SUMMARY OF STRUCTURES QUANTITIES

INDEX OF SHEETS

SIGNATURE SHEET

KEY SHEET

ORLANDO, FL 32818

601 N. HART BOULEVARD

P.E. LICENSE NUMBER 50637

GODWIN N. NNADI, P.E.

NADIC ENGINEERING SERVICES, INC.

B1-05 - B1-07

B-02

HORIZON WEST TRAIL PHASE 1

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL.

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL.

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

ORLANDO, FL 32814

941 LAKE BALDWIN LANE

P.E. LICENSE NUMBER 60103

DRMP, INC.

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

4200 SOUTH JOHN YOUNG PARKWAY

ORLANDO, FLORIDA 32839

(407) 836-7900

ORANGE COUNTY

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ORLANDO, FL 32814

941 LAKE BALDWIN LANE

DRMP, INC.

P.E. LICENSE NUMBER 60103

JOCELYN M. HAISCH-LINN, P.E.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

Plotted By: Gabriel.Zambrano 6/2/2026 7:09:21 PM P:\Projects21\21-0021.000_Horizon_West_Trail_Phase_1\Struct\Index01.dgn

STRUCTURE PLANS

INDEX OF SHEETS

B-03

GENERAL SHEETS STANDARD PLANS FOR BRIDGE CONSTRUCTION

B-05

B-04

BQ1-01

B-03

B-02

B-01

GENERAL NOTES (2 OF 2)

GENERAL NOTES (1 OF 2)

SUMMARY OF STRUCTURES QUANTITIES

INDEX OF SHEETS

SIGNATURE SHEET

KEY SHEET

515-052

515-051

455-014

455-002

455-001

PEDESTRIAN/BICYCLE RAILING (STEEL)

BRIDGE PEDESTRIAN/BICYCLE RAILING (STEEL)

14" SQUARE PRESTRESSED CONCRETE PILE

SQUARE PRESTRESSED CONCRETE PILE SPLICES

DETAILS AND NOTES

SQUARE PRESTRESSED CONCRETE PILES - TYPICAL

B1-11

B1-08 - B1-10

B1-05 - B1-07

B1-04

B1-01 - B1-03

PILE DATA TABLE AND NOTES

FOUNDATION LAYOUT

REPORT OF BOARDWALK BORINGS

TYPICAL SECTION

GENERAL PLAN

BCS 02-24

CAB 02-24

CAB 02-24

JMHL 02-24

HORIZON WEST TRAIL PHASE 1

4200 SOUTH JOHN YOUNG PARKWAY

ORLANDO, FLORIDA 32839

(407) 836-7900

ORANGE COUNTY

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ORLANDO, FL 32814

941 LAKE BALDWIN LANE

DRMP, INC.

P.E. LICENSE NUMBER 60103

JOCELYN M. HAISCH-LINN, P.E.

SECTION ITEM NO. ITEM DESCRIPTION LOCATION UNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F P F

FOUNDATION

0455- 34- 2 PRESTRESSED CONCRETE PILING, 14" SQ. LF

0455-143- 2 TEST PILES- PRESTRESSED CONCRETE, 14" SQ. LF

ITEM NOTES

LUMP SUM ITEMS 999-3 BOARDWALK LUMP SUM STA. 2013+10.25 TO STA. 2021+50.00 LS 1 1

SUMMARY OF QUANTITIES - HORIZON WEST TRAIL PHASE 1

0515- 2-211 LFBARRIERS

RAILING/

GALVANIZED STEEL, 42" TYPE 1

PEDESTRIAN/BICYCLE RAILING,

STA. 2013+10.25 TO STA. 2021+50.00

STA. 2013+10.25 TO STA. 2021+50.00

STA. 2013+10.25 TO STA. 2021+50.00

3071 3071

249 249

1683 1683

LUMP SUM.

PILES, TEST PILES AND DYNAMIC LOAD TESTING ARE EXCLUDED FROM BOARDWALK

A SCHEDULE OF VALUES TO THE ENGINEER PRIOR TO CONSTRUCTION. RAILING,

COMPONENTS AS SHOWN IN THE CONTRACT PLANS. CONTRACTOR SHALL PROVIDE

SUPERSTRUCTURE, BEAMS, SUBSTRUCTURE, PILE CAPS AND ALL ASSOCIATED

DELIVERY, UNLOADING, ASSEMBLY AND PLACEMENT OF THE BOARDWALK

AND WORK NECESSARY FOR AND INCIDENTAL TO THE DESIGN, CONSTRUCTION,

SHOP DRAWINGS, CONSTRUCTION PERMITS, MATERIALS, EQUIPMENT, LABOR

BOARDWALK LUMP SUM SHALL INCLUDE ALL DESIGN, PLANS, SPECIFICATION,999-3

FOR TEST PILES AND PILES.

BOARDWALK INSTALLATION METHOD. THESE ITEMS SHALL BE FULL PAYMENT

TEST PILE AND PILE LENGTHS ARE APPROXIMATE AND MAY VARY WITH

455-34-2 AND 455-143-2

128128EASTA. 2013+10.25 TO STA. 2021+50.000455-137 LOAD TEST - DYNAMIC, DATA COLLECTION AND ANALYSIS

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

Plotted By: Gabriel.Zambrano 6/3/2026 9:03:57 AM P:\Projects21\21-0021.000_Horizon_West_Trail_Phase_1\Struct\B1-01-SumOfQuantities01.dgn

SUMMARY OF STRUCTURES QUANTITIES

BQ1-01

BCS 02-24

CAB 02-24

CAB 02-24

JMHL 02-24

4200 SOUTH JOHN YOUNG PARKWAY

ORLANDO, FLORIDA 32839

(407) 836-7900

ORANGE COUNTY

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ORLANDO, FL 32814

941 LAKE BALDWIN LANE

DRMP, INC.

P.E. LICENSE NUMBER 60103

JOCELYN M. HAISCH-LINN, P.E.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

Plotted By: Gabriel.Zambrano 6/2/2026 7:11:55 PM P:\Projects21\21-0021.000_Horizon_West_Trail_Phase_1\Struct\B1-GeneralNotes01.dgn

G E N E R A L N O T E S

PLAN DIMENSIONS

FRONT FACE OF BACKWALL STATIONING IS BASED ON AN ASSUMED 9" BACKWALL WIDTH.3.

ALL DIMENSIONS AND JOINT OPENINGS IN THE STRUCTURES ARE MEASURED AT A MEAN TEMPERATURE OF 70°F.2.

OTHERWISE NOTED.

ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET AND INCHES EITHER HORIZONTALLY OR VERTICALLY UNLESS 1.

CONTRACTOR IS TO FURNISH AND INSTALL NEOPRENE BEARING PADS AT ALL BEARING LOCATIONS.

BEARINGS

PLAN ELEVATIONS ARE IN FEET AND REFER TO NAVD 1988 DATUM.

VERTICAL DATUM

DESIGN METHOD

LOAD AND RESISTANCE FACTOR DESIGN (LRFD) METHOD USING STRENGTH AND SERVICE LIMIT STATES.

2"

2"

3"

SHOWN AS MINIMUM COVER. SEE SPECIFICATIONS SECTION 415 FOR ALLOWABLE TOLERANCES.

CONCRETE COVERS SHOWN IN THE PLANS DO NOT INCLUDE PLACEMENT AND FABRICATION TOLERANCES UNLESS

CONCRETE COVER

MATERIALS

1. CONCRETE:

f'c = 4,500 BOARDWALK DECK (PLANKS) f'c = 6,500 f'c = 5,500 f'c = 5,000

STRENGTH (PSI)

COMPRESSIVE

MINIMUM 28-DAY

PRECAST PEDESTAL CAP AND PRESTRESSED PILING

SUBSTRUCTURE (PRECAST)

BOARDWALK DECK (PLANKS)

ALL SURFACES OF PRECAST BEAMS

SUPERSTRUCTURE (PRECAST)

GEOTECHNICAL INFORMATION AND SOIL INVESTIGATION

A GEOTECHNICAL INVESTIGATION REPORT HAS BEEN PREPARED AND IS AVAILABLE FOR REFERENCE.

SHALL NOT ALLOW A FOUR (4) INCH SPHERE TO PASS THROUGH.

RAILINGS

CLASS

CONCRETE

PRESTRESSED CONCRETE PILES

PRECAST PEDESTAL CAPS

PRECAST BEAMS

STRUCTURE

CONCRETE IN

LOCATION OF

SUBSTRUCTURE: MODERATELY AGGRESSIVE (CONCRETE) / EXTREMELY AGGRESSIVE (STEEL)

SUPERSTRUCTURE: SLIGHTLY AGGRESSIVE

ENVIRONMENTAL CLASSIFICATION

BCS 02-24

CAB 02-24

CAB 02-24

B-04

GENERAL NOTES (1 OF 2)

BEGIN/END BRIDGE

ALL FFBW STATIONS ARE BASED ON AN ASSUMED 9" BACKWALL WIDTH.

CHANGE TO BACKWALL WIDTH WOULD HAVE CHANGED THE STATIONING OF THE TRAIL/BOARDWALK TRANSITION.

THAN 9'. IF THE TYPICAL FRONT FACE OF BACKWALL (FFBW) HAD BEEN USED FOR BEGIN AND END BRIDGE, A

LOCATION OF THE TRAIL/BOARDWALK TRANSITION DUE TO FABRICTOR DESIGNED BACKWALL WIDTHS OTHER

BACKWALL (BFBW) IS BEING USED FOR BEGIN AND END BRIDGE STATIONING. THIS PREVENTS CHANGES TO THE

BECAUSE BACKWALL IS FABRICATOR DESIGNED, AND WIDTH COULD VARY FROM THE ASSUMED 9", BACK FACE OF

DESIGN LOADINGS

DESIGN TO RESIST LATERAL LOADS FROM A 3.50 FT/SEC. FLOOD.

6. FLOOD LOADS:

DESIGNED IN ACCORDANCE WITH SDG SECTION 2.3 AND AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 4.7.4.

5. SEISMIC:

CONCRETE = 6x10�⁶ PER DEGREE F

B) THERMAL COEFFICIENT:

70°F NORMAL MEAN TEMPERATURE:

-35°F TEMPERATURE FALL FROM MEAN:

+35°F TEMPERATURE RISE FROM MEAN:

CONCRETE:

A) SEASONAL VARIATION FOR DESIGN (SDG TABLE 2.7.1-1):

4. THERMAL FORCES:

AND AS MODIFIED BY SDG SECTION 10.3.

DESIGN GUIDELINES (SDG) SECTION 2.4 AND LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES

DESIGNED IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS AND AS MODIFIED BY STRUCTURES

3. WIND LOADS:

C) RAILING LOADING: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 13.8.2.

B) VEHICLE LOADING: H-10 TRUCK

A) PEDESTRIAN LOADING: 90 PSF

2. LIVE LOADS:

B) BRIDGE PEDESTRIAN/BICYCLE RAILING (STEEL): 30 PLF

A) UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF

1. DEAD LOADS:

ALL REINFORCING STEEL IS TO BE GRADE 60 CARBON STEEL PER SPECIFICATIONS SECTION 931.

2. REINFORCING STEEL:

ALL CONCRETE IS TO BE IN ACCORDANCE WITH SPECIFICATIONS SECTION 346.

V

IV

III

(BRIDGE DECK)

II

PLANK TO PLANK VERTICAL VARIATION SHALL BE 1/4" OR LESS.8.

EACH PLANK JOINT WIDTH SHALL MEET ADA REQUIREMENTS AND ALLOW DRAINAGE OF RAINWATER.7.

ALIGNMENT SHALL FOLLOW THE HORIZONTAL AND VERTICAL ALIGNMENT SHOWN ON THE CONTRACT PLANS.6.

DIRECTION OF TRAVEL.

HAVE A LENGTH OF 1'-0" MINIMUM TO 3'-9" MAXIMUM MEASURED ALONG THE LONGEST EDGE IN THE

PLANKS SHALL MAINTAIN A “BOARDWALK APPEARANCE”, SPECIFICALLY MEANING EACH PLANK SHALL5.

ELEMENTS.

EQUIVALENT. SAMPLES SHALL BE SUBMITTED FOR OWNER APPROVAL PRIOR TO FABRICATION OF ANY PRECAST

ALL PRECAST SHALL CONSIST OF INTEGRALLY COLORED CONCRETE IN PERMATRAK MELBOURNE TAN COLOR OR4.

SHALL INTERLOCK WITH ONE ANOTHER VIA A “TONGUE AND GROOVE” CONNECTION.

PRECAST REINFORCED CONCRETE PLANKS SHALL BE STRUCTURAL LOAD BEARING ELEMENTS AND3.

TEXTURE MUST BE INTEGRAL WITH THE CONCRETE AND SHALL NOT BE AN APPLIED POST POUR WEARING SURFACE.

WALKING SURFACE OF PLANKS SHALL HAVE A FORMLINER FINISH WITH SANDBLAST TEXTURE. 2.

PRECAST REINFORCED CONCRETE BEAMS AND 14" SQUARE PRESTRESSED CONCRETE PILES.

WALKING SURFACE (PLANKS) SHALL BE MADE OF PRECAST REINFORCED CONCRETE, AND SUPPORTED BY1.

BOARDWALK SUPERSTRUCTURE

SPECIFICATIONS

LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES, 2ND EDITION, WITH 2015 INTERIM REVISIONS.D)

FDOT DESIGN MANUAL DATED JANUARY 2026 AND SUBSEQUENT ROADWAY DESIGN BULLETINS.C)

FDOT STRUCTURES MANUAL DATED JANUARY 2026 AND SUBSEQUENT STRUCTURES DESIGN BULLETINS.B)

IN THE FDOT STRUCTURES MANUAL.

FACTOR (LRFD) BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION AND APPROVED REVISIONS AND INTERIMS AS SPECIFIED

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) LOAD AND RESISTANCEA)

2. DESIGN SPECIFICATIONS:

FY 2024-25 EDITION, AS AMENDED BY CONTRACT DOCUMENTS.

B.) FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

A.) FLORIDA DEPARTMENT OF TRANSPORTATION FY2026-27 STANDARD PLANS.

1. GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS:

PILES

SHALL BE PRESTRESSED CONCRETE PILES.

4200 SOUTH JOHN YOUNG PARKWAY

ORLANDO, FLORIDA 32839

(407) 836-7900

ORANGE COUNTY

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ORLANDO, FL 32814

941 LAKE BALDWIN LANE

DRMP, INC.

P.E. LICENSE NUMBER 60103

JOCELYN M. HAISCH-LINN, P.E.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

Plotted By: Gabriel.Zambrano 6/2/2026 7:12:04 PM P:\Projects21\21-0021.000_Horizon_West_Trail_Phase_1\Struct\B1-GeneralNotes01.dgn

B-05

GENERAL NOTES (2 OF 2)

G E N E R A L N O T E S ( C O N T I N U E D )

BFBW DENOTES "BACK FACE OF BACKWALL"

ABBREVIATIONS

FFBW DENOTES "FRONT FACE OF BACKWALL"

UNO DENOTES "UNLESS NOTED OTHERWISE"

SITE ACCESS

LIMITS SHOWN IN THE PLANS.

CONTRACTOR SHALL OBTAIN HIS OWN CONSTRUCTION ACCESS AND OTHERWISE STAY WITHIN THE CONSTRUCTION

A. PROVIDE AS-BUILT BOARDWALK DRAWINGS SHOWING ALL CHANGES OR DEVIATIONS FROM FINAL PLANS.

5. AS-BUILT DRAWINGS:

D. PROVIDE WARRANTY DOCUMENTATION. SEE WARRANTY SECTION.

C. PROVIDE DOCUMENTATION OF QUALIFICATIONS. SEE QUALITY ASSURANCE SECTION.

B. PROVIDE SHOP DRAWINGS FOR ALL PRECAST BEAMS, PLANKS, END BENTS AND BENTS FOR APPROVAL.

FDOT FY2023-24 STANDARD PLANS INDEX 515-051 AND 515-052 INCLUDING MOUNTING METHOD.

PROVIDE SHOP DRAWINGS FOR RAILING COMPONENTS FOR APPROVAL TO INCLUDE ALL ITEMS REQUIRED BY A.

SHOP DRAWINGS:4.

SUBMITTED TO THE OWNER'S PERMANENT RECORDS.

THE CONTRACTOR SHALL SUBMIT THE FINAL PLANS. ONE SET OF ALL APPROVED SHOP DRAWINGS SHALL BE

ONCE A BOARDWALK AND RAILING SYSTEM DESIGN HAS BEEN REVIEWED AND ACCEPTED BY THE OWNER, FINAL SUBMITTAL:3.

DOCUMENTATION OF COMPUTER PROGRAMS INCLUDING ALL DESIGN PARAMETERS.4.

CALCULATIONS SHALL INCLUDE A LATERAL STABILITY ANALYSIS PER FDOT STRUCTURES MANUAL, SECTION 3.5.8.3.

CALCULATIONS SHALL CLEARLY REFER TO THE APPLICABLE AASHTO PROVISIONS.2.

BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA.1.

DESIGN CALCULATIONS SHALL:B.

DESIGN PARAMETERS USED ALONG WITH AASHTO REFERENCES.5.

THEIR CONNECTIONS SUCH AS THE LENGTH, SIZE AND WHERE CHANGES OCCUR; CONNECTIONS; ETC.

DETAILS OF ALL BOARDWALK, RAILING, BEAM, END BENTS, BENTS AND FOUNDATION SYSTEM COMPONENTS AND 4.

HORIZONTAL AND VERTICAL BREAK POINTS, AND LOCATION OF THE FINISHED GRADE.

INDICATE THE ELEVATION AT THE TOP AND BOTTOM OF THE BOARDWALK AND FOUNDATION SYSTEM COMPONENTS, REFLECTS THE PROPOSED VERTICAL ALIGNMENT AS SHOWN ON THE DESIGN PLANS. ELEVATION VIEWS SHALL

FULL ELEVATION VIEW OF THE BOARDWALK, RAILING AND FOUNDATION SYSTEM DRAWN TO SCALE WHICH 3.

THE PROPOSED HORIZONTAL ALIGNMENT AS SHOWN ON THE DESIGN PLANS.

FULL PLAN VIEW OF THE BOARDWALK AND RAILING SYSTEM DRAWN TO SCALE. THE PLAN VIEW MUST REFLECT 2.

SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA.1.

DETAILED PLANS:A.

FOLLOWING:

SHALL SUBMIT TO THE ENGINEER A DESIGN PACKAGE, WHICH SHALL INCLUDE, BUT IS NOT LIMITED TO, THE

PRELIMINARY SUBMITTALS: PRIOR TO THE START OF FABRICATION OR CONSTRUCTION, THE CONTRACTOR 2.

VIEW, TYPICAL SECTION, FOUNDATION LAYOUT AND CONNECTION DETAILS FOR A TYPICAL SPAN.

1. PRELIMINARY PLANS SHALL BE SUBMITTED WITH THE BID PACKAGE SHOWING A PLAN AND ELEVATION

SUBMITTALS

MANUFACTURER’S INSTRUCTIONS.

AND TO CERTIFY THAT THE INSTALLATION HAS BEEN PERFORMED ACCORDING TO THE APPROVED DRAWINGS AND

PROVIDE A FIELD REPRESENTATIVE TO REVIEW INSTALLATION INSTRUCTIONS WITH THE CONTRACTOR AND ENGINEER

TO THE APPROVED PLANS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. BOARDWALK MANUFACTURER SHALL

INSTALLATION OF THE PRECAST CONCRETE BOARDWALK SYSTEM AND RAILINGS SHALL BE PERFORMED IN ACCORDANCE

INSTALLATION

ACCEPTABILITY CRITERIA FOR CONCRETE

CRACKS: DISPOSITION AS SPECIFIED IN FDOT SPECIFICATION SECTION 400-21.M.

REINFORCEMENT SHADOW LINES.L.

FOREIGN MATERIAL EMBEDDED IN THE SURFACE.J.

AREAS OF BACKUP CONCRETE BLEEDING THROUGH THE FACING CONCRETE.I.

BLOCKING STAINS EVIDENT ON EXPOSED SURFACES.H.

OR COMPARED WITH ADJACENT UNITS.

UNITS WITH EXCESSIVE VARIATION IN TEXTURE AND/OR COLOR FROM THE APPROVED MOCKUPS, WITHIN THE UNIT G.

RUST STAINS ON EXPOSED SURFACES.F.

VISIBLE MOLD JOINTS OR IRREGULAR SURFACES.E.

CONSOLIDATION.

CASTING AND/OR AGGREGATE SEGREGATION LINES EVIDENT FROM DIFFERENT CONCRETE PLACEMENT LIFTS AND D.

MOCKUPS.

ADJACENT FLAT AND RETURN SURFACES WITH GREATER TEXTURE AND/OR COLOR DIFFERENCES THAN THE APPROVEDC.

THE TREAD.

EXCESSIVE AIR VOIDS (COMMONLY CALLED BUG HOLES) LARGER THAN ¼ IN. EVIDENT ON THE TOP SURFACE OFB.

RAGGED OR IRREGULAR SURFACES.A.

SKILLED CONCRETE REPAIR PERSON) IS AN ACCEPTABLE REPAIR METHOD.

THE FOLLOWING IS A LIST OF FINISH DEFECTS THAT SHALL BE PROPERLY REPAIRED. PATCHING (BY A TRAINED

OF REPAIRS. OTHER THAN MINIMAL COLOR OR TEXTURE VARIATIONS FROM THE APPROVED MOCKUP OR EVIDENCE

THE FINISHED VISIBLE (IN THE FINAL INSTALLED POSITION) SURFACE SHALL HAVE NO OBVIOUS IMPERFECTIONS 1.

BCS 02-24

CAB 02-24

CAB 02-24

JMHL 02-24

UTILITIES

3. NOTIFY ALL INVOLVED UTILITY COMPANIES TO VERIFY EXACT LOCATIONS PRIOR TO START OF CONSTRUCTION.

TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE.

ACCURATE OR ALL INCLUSIVE. CONTRACTOR IS RESPONSIBLE FOR MAKING ITS OWN DETERMINATION AS TO THE

2. DATA CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES IS NOT GUARANTEED TO BE

1. FOR DETAILS REGARDING UTILITIES, SEE ROADWAY PLANS.

WARRANTY

IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF TEN (10) YEARS.

BOARDWALK MANUFACTURER SHALL WARRANTY ALL PRECAST CONCRETE COMPONENTS AGAINST DEFECTS2.

MONTHS FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER.

AND ABUTMENT COMPONENTS, FOUNDATION SYSTEM, AND RAILINGS FOR A PERIOD OF TWELVE (12) CALENDAR

CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLATION DEFECTS ASSOCIATED WITH THE BOARDWALK1.

QUALITY ASSURANCE

REFINISH MOCK-UP AREA AS REQUIRED TO PRODUCE ACCEPTABLE WORK.C.

DO NOT PROCEED WITH REMAINING WORK UNTIL MOCKUP IS ACCEPTED BY ARCHITECT / ENGINEER.B.

FINISH AREAS DESIGNATED BY ARCHITECT / ENGINEER.A.

AND WORKMANSHIP.

PROVIDE A MOCKUP FOR EVALUATION OF THE BOARDWALK SHOWING THE SURFACE PREPARATION TECHNIQUES4.

COMPLEXITY TO THOSE REQUIRED FOR THIS PROJECT.

INSTALLER QUALIFICATIONS: FIRM WITH FIVE (5) YEARS EXPERIENCE IN INSTALLATION OF SYSTEMS SIMILAR IN3.

PRECASTER MUST BE CERTIFIED BY PCI OR NPCA.D.

OF ABOVE GROUND PRECAST PRODUCTS OR BOARDWALK STRUCTURES.

PRECASTER SHALL HAVE A MINIMUM OF FIVE (5) YEARS EXPERIENCE IN THE PRODUCTIONC.

AND SHALL USE DYES FOR COLOR PIGMENTATION.

PRECASTER FOR THE BOARDWALK SHALL HAVE ON SITE COLOR MIXING FACILITIESB.

COMPONENTS SHALL BE FACTORY ENGINEERED AND FABRICATED BY SINGLE ENTITY.A.

OF PRECAST PRODUCTS AS DESCRIBED BELOW.

MANUFACTURER QUALIFICATIONS: A MINIMUM OF TEN (10) YEARS EXPERIENCE IN THE ACTUAL PRODUCTION2.

PREQUALIFIED IN MINOR BRIDGE CONSTRUCTION.

THE CONTRACTOR PERFORMING THE INSTALLATION OF THE PILE FOUNDATIONS SHALL BE FDOT 1.

4200 SOUTH JOHN YOUNG PARKWAY

ORLANDO, FLORIDA 32839

(407) 836-7900

ORANGE COUNTY

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ORLANDO, FL 32814

941 LAKE BALDWIN LANE

DRMP, INC.

P.E. LICENSE NUMBER 60103

JOCELYN M. HAISCH-LINN, P.E.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

Plotted By: Gabriel.Zambrano 6/2/2026 7:17:00 PM P:\Projects21\21-0021.000_Horizon_West_Trail_Phase_1\Struct\B1-PlanElev01.dgn

¡ PILES (TYP.)

EXIST. FENCE

WETLAND

90°00'00" T.C. (TYP.)

BICYCLE RAILING

BRIDGE PEDESTRIAN

TOE OF SLOPE

C L E

A R

PROFILE GRADE LINE

£ TRAIL CONST. &

EXIST. LA R/W

CURVE BL_HORIZON4

"2

(TO REMAIN)

OVERHEAD ELECTRIC

EXIST.

CURVE BL_HORIZON3

EXIST. TRAIL R/W

POLE (TO REMAIN)

EXIST. TELEPHONE

TOP OF SLOPE

SEG. 1

11'-3Ɓ

" SEG. 2

14'-0"

B1-01

GENERAL PLAN (1 OF 3)

CAB 02-24

CAB 02-24

JMHL 02-24

DIRECTION OF STATIONING

B-2

B-1

M A

T C

H

L I N

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S

T A

.0

LEGEND (CURVE BL_HORIZON3)

HORIZONTAL CURVE DATA

(CURVE BL_HORIZON4)

HORIZONTAL CURVE DATA NOTES

SEGMENT 2

24 EQUAL SPACES = 336'-0"

PLAN

(TYP.)

P R

C

S

T A

.7

"4

11'-6

(SPT) SOIL BORING LOCATION

APPROXIMATE STANDARD PENETRATION TEST

PRC STA. = 2013+22.78

PRC STA. = 2012+24.83

R = 750.00'

L = 97.95'

T = 49.05'

D = 07°38'22"

¬ = 07°28'59" (LT)

PI STA. = 2012+73.87

PRC STA. = 2016+59.55

PRC STA. = 2013+22.78

R = 855.00'

L = 336.77'

T = 170.45'

D = 06°28'27"

¬ = 21°48'11" (RT)

PI STA. = 2014+93.23

EL. 121.38

STA. 2013+10.25

BEGIN BOARDWALK W/ RAILING -BFBW

EL. 121.38

STA. 2013+11.01

BOARDWALK W/ RAILING - FFBW

BOARDWALK CROSSES AN EXISTING DRAINAGE CHANNEL OUTFALLING AN EXISTING 10'X4' BOX CULVERT.6.

LOCATION SHALL BE MAINTAINED.

A BACKWALL WIDTH OF 9 INCHES HAS BEEN ASSUMED. IF OTHER BACKWALL WIDTHS ARE USED, BFBW 5.

PILE SPACING MEASURED ALONG £ TRAIL CONSTRUCTION.4.

FOR DETAILS REGARDING CONSTRUCTION LIMITS, SEE ROADWAY PLANS.3.

FOR DETAILS REGARDING TRAIL, INCLUDING BOARDWALK VERTICAL PROFILE, SEE ROADWAY PLANS.2.

ELEVATIONS NEAR BEGIN AND END BOARDWALK.

ELEVATIONS PROVIDED ARE AT THE PROFILE GRADE LINE. SEE ROADWAY PLANS FOR ADDITIONAL 1.

4200 SOUTH JOHN YOUNG PARKWAY

ORLANDO, FLORIDA 32839

(407) 836-7900

ORANGE COUNTY

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ORLANDO, FL 32814

941 LAKE BALDWIN LANE

DRMP, INC.

P.E. LICENSE NUMBER 60103

JOCELYN M. HAISCH-LINN, P.E.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

Plotted By: Gabriel.Zambrano 6/2/2026 7:18:33 PM P:\Projects21\21-0021.000_Horizon_West_Trail_Phase_1\Struct\B1-PlanElev02.dgn

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D G E

B

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V E R T

E D

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B

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V E R

¡ PILES (TYP.)

EXIST. FENCE (TYP.)

90°00'00" T.C. (TYP.)

(TO REMAIN)

EXIST. EMBANKMENT

EXIST. TRAIL R/W

C L E

A R

SEG. 6

14'-0"

"8 17'-5

"8 76'-6

14'-0"

(TO REMAIN)

OVERHEAD ELECTRIC

EXIST.

WETLAND

"8

EXIST. LA R/W

CURVE BL_HORIZON4

CURVE BL_HORIZON5

(TYP.)

CURVE BL_HORIZON6

£ TRAIL CONST. &

SEG. 4

B1-02

GENERAL PLAN (2 OF 3)

CAB 02-24

CAB 02-24

JMHL 02-24

DIRECTION OF STATIONING

B-3

B-4

(TYP.)

SEG. 5

SEGMENT 6

70'-0"

5 EQUAL SPACES =

P R

C

S

T A

.4

"8 113'-6

SEG. 3

P R

C

S

T A

.5

SEGMENT 2

24 EQUAL SPACES = 336'-0"

M A

T C

H

L I N

E

S

T A

.0

(TYP.)

SEG. 2

SEGMENT 4

12 EQUAL SPACES = 168'-0"

PLAN

NOTES

M A

T C

H

L I N

E

S

T A

.0

LEGEND

14'-0"

(SPT) SOIL BORING LOCATION

APPROXIMATE STANDARD PENETRATION TEST

(CURVE BL_HORIZON4)

HORIZONTAL CURVE DATA

(CURVE BL_HORIZON5)

HORIZONTAL CURVE DATA

(CURVE BL_HORIZON6)

HORIZONTAL CURVE DATA

PRC STA. = 2016+59.55

PRC STA. = 2013+22.78

R = 885.00'

L = 336.77'

T = 170.45'

D = 06°28'27"

¬ = 21°48'11" (RT)

PI STA. = 2014+93.23

PRC STA. = 2018+48.49

PRC STA. = 2016+59.55

R = 750.00'

L = 188.94'

T = 94.97'

D = 07°38'22"

¬ = 14°26'01" (LT)

PI STA. = 2017+54.52

PCC STA. = 2019+39.04

PRC STA. = 2018+48.49

R = 750.00'

L = 90.55'

T = 45.33'

D = 07°38'22"

¬ = 06°55'03" (RT)

PI STA. = 2018+93.82

EXISTING 10'X4' BOX CULVERT.

BOARDWALK CROSSES AN EXISTING DRAINAGE CHANNEL OUTFALLING AN 6.

WIDTHS ARE USED, BFBW LOCATION SHALL BE MAINTAINED.

A BACKWALL WIDTH OF 9 INCHES HAS BEEN ASSUMED. IF OTHER BACKWALL5.

PILE SPACING MEASURED ALONG £ TRAIL CONSTRUCTION.4.

FOR DETAILS REGARDING CONSTRUCTION LIMITS, SEE ROADWAY PLANS.3.

SEE ROADWAY PLANS.

FOR DETAILS REGARDING TRAIL, INCLUDING BOARDWALK VERTICAL PROFILE,2.

PLANS FOR ADDITIONAL ELEVATIONS NEAR BEGIN AND END BOARDWALK.

ELEVATIONS PROVIDED ARE AT THE PROFILE GRADE LINE. SEE ROADWAY1.

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

4200 SOUTH JOHN YOUNG PARKWAY

ORLANDO, FLORIDA 32839

(407) 836-7900

ORANGE COUNTY

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ORLANDO, FL 32814

941 LAKE BALDWIN LANE

DRMP, INC.

P.E. LICENSE NUMBER 60103

JOCELYN M. HAISCH-LINN, P.E.

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EXIST. FENCE

¡ PILES (TYP.)

(TO REMAIN)

EXIST. TELEPHONE POLE

PROFILE GRADE LINE

£ TRAIL. CONST. &

EXIST. TRAIL R/W

90°00'00" T.C. (TYP.)

C L E

A R

SEG. 8

14'-0"14'-0"

"8 513'-11 "8

CURVE BL_HORIZON7

ELECTRIC (TO REMAIN)

EXIST. OVERHEAD

"4 113'-8

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

Plotted By: Gabriel.Zambrano 6/2/2026 7:23:07 PM P:\Projects21\21-0021.000_Horizon_West_Trail_Phase_1\Struct\B1-PlanElev03.dgn

CAB 02-24

CAB 02-24

B1-03

GENERAL PLAN (3 OF 3)

P C

C

S

T A

.0

DIRECTION OF STATIONING

B-5

B-7

P C

C

S

T A

.8

SEG. 9

(TYP.)

SEGMENT 8

14 EQUAL SPACES = 196'-0"

SEGMENT 6

5 EQUAL SPACES = 70'-00"

SEG. 7

PLAN

(CURVE BL_HORIZON6)

HORIZONTAL CURVE DATA

(CURVE BL_HORIZON7)

HORIZONTAL CURVE DATA

B-6

(TYP.)

SEG. 6

M A

T C

H

L I N

E

S

T A

.0

LEGEND NOTES

(SPT) SOIL BORING LOCATION

APPROXIMATE STANDARD PENETRATION TEST

PCC PT STA. = 2019+39.04

PRC PC STA. = 2018+48.49

R = 750.00'

L = 90.55'

T = 45.33'

D = 07°38'22"

¬ = 06°55'03" (RT)

PI STA. = 2018+93.82

PCC STA. = 2021+89.87

PCC STA. = 2019+39.04

R = 5,986.00'

L = 250.84'

T = 125.44'

D = 00°57'26"

¬ = 02°24'03" (RT)

PI STA. = 2020+64.47

EL. 119.98

STA. 2021+49.26

RAILING - FFBW

BOARDWALK W/

EL. 119.98

STA. 2021+50.00

RAILING - BFBW

END BOARDWALK W/

BOARDWALK CROSSES AN EXISTING DRAINAGE CHANNEL OUTFALLING AN EXISTING 10'X4' BOX CULVERT.6.

LOCATION SHALL BE MAINTAINED.

A BACKWALL WIDTH OF 9 INCHES HAS BEEN ASSUMED. IF OTHER BACKWALL WIDTHS ARE USED, BFBW 5.

PILE SPACING MEASURED ALONG £ TRAIL CONSTRUCTION.4.

FOR DETAILS REGARDING CONSTRUCTION LIMITS, SEE ROADWAY PLANS.3.

FOR DETAILS REGARDING TRAIL, INCLUDING BOARDWALK VERTICAL PROFILE, SEE ROADWAY PLANS.2.

ELEVATIONS NEAR BEGIN AND END BOARDWALK.

ELEVATIONS PROVIDED ARE AT THE PROFILE GRADE LINE. SEE ROADWAY PLANS FOR ADDITIONAL 1.

4200 SOUTH JOHN YOUNG PARKWAY

ORLANDO, FLORIDA 32839

(407) 836-7900

ORANGE COUNTY

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ORLANDO, FL 32814

941 LAKE BALDWIN LANE

DRMP, INC.

P.E. LICENSE NUMBER 60103

JOCELYN M. HAISCH-LINN, P.E.

¡ BEAM/PEDESTAL

"2 16"2

10'-0"

14'-0" CLEAR

2'-9"2'-9"

9" 9"

15'-6"

PILE (INDEX 455-014) (TYP.)

14" SQ. PRESTRESSED CONCRETE

(APPROXIMATELY 11"x1'-2")

PROPRIETARY BEAM (TYP.)

(APPROXIMATELY 1'-6" DIA. BY 9" TALL)

PROPRIETARY PEDESTAL CAP (TYP.)

(APPROXIMATELY 5ƀ" THICK)

PROPRIETARY CONCRETE DECK

INDEX 515-051)

(GALVANIZED STEEL) (INDEX 515-052 INSTALLED PER

¡ 42" BRIDGE PEDESTRIAN/BICYCLE TYPE 1 PICKET RAILING

PROFILE GRADE LINE

£ TRAIL CONST. &

GROUND LINE (TYP.)

EXISTING

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

Plotted By: Gabriel.Zambrano 6/2/2026 7:25:10 PM P:\Projects21\21-0021.000_Horizon_West_Trail_Phase_1\Struct\B1-TypicalSection01.dgn

NOTES:

TYPICAL SECTION

B1-04

TYPICAL SECTION

SLOPE: 0.01 UNO FT/FT

CHANGED BY THE CONTRACTOR AND FABRICATOR.

DIMENSIONS PROVIDED ARE APPROXIMATE, AND MAY BE2.

DATA AND EXISTING GROUND LINE PROFILE.

SEE ROADWAY PLANS FOR BOARDWALK VERTICAL PROFILE1.

BCS 02-24

CAB 02-24

CAB 02-24

B1-05

B1-06

B1-07

4200 SOUTH JOHN YOUNG PARKWAY

ORLANDO, FLORIDA 32839

(407) 836-7900

ORANGE COUNTY

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ORLANDO, FL 32814

941 LAKE BALDWIN LANE

DRMP, INC.

P.E. LICENSE NUMBER 60103

JOCELYN M. HAISCH-LINN, P.E.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

Plotted By: Gabriel.Zambrano 6/2/2026 7:29:20 PM P:\Projects21\21-0021.000_Horizon_West_Trail_Phase_1\Struct\B1-FoundLay01.dgn

(T Y P

(T Y P

EXIST. FENCE

WETLAND

90°00'00" T.C. (TYP.)

90°00'00" T.C. (TYP.)

POLE (TO REMAIN)

EXIST. TELEPHONE

EXIST. TRAIL R/W

"2

CURVE BL_HORIZON4

"4

11'-3

(TO REMAIN)

OVERHEAD ELECTRIC

EXIST.

TOE OF SLOPE

TOP OF SLOPE

PROFILE GRADE LINE

£ TRAIL CONST. &

CURVE BL_HORIZON3

DIRECTION OF STATIONING

PLAN

SEGMENT 2

24 EQUAL SPACES = 336'-0"

B1-08

FOUNDATION LAYOUT (1 OF 3)

BCS 02-24

CAB 02-24

CAB 02-24

JMHL 02-24

B-2

14'-0"

B-1

SEG. 1

"4

11'-6

LEGEND

M A

T C

H

L I N

E

S

T A

.0

SEG. 2

(TYP.)

14" SQ. PRESTRESSED CONCRETE TEST PILE

(INDEX 455-014) (TYP.)

14" SQ. PRESTRESSED CONCRETE PILE

(SPT) SOIL BORING LOCATION

APPROXIMATE STANDARD PENETRATION TEST

(CURVE BL_HORIZON3)

HORIZONTAL CURVE DATA

(CURVE BL_HORIZON4)

HORIZONTAL CURVE DATA

PRC STA. = 2013+22.78

PRC STA. = 2012+24.83

R = 750.00'

L = 97.95'

T = 49.05'

D = 07°38'22"

¬ = 07°28'59" (LT)

PI STA. = 2012+73.87

PRC STA. = 2016+59.55

PRC STA. = 2013+22.78

R = 855.00'

L = 336.77'

T = 170.45'

D = 06°28'27"

¬ = 21°48'11" (RT)

PI STA. = 2014+93.23

P R

C

S

T A

.7

NOTES

2. FOR ADDITIONAL NOTES AND INFORMATION, SEE "PILE DATA TABLE AND NOTES" SHEET.

1. PILE SPACING MEASURED ALONG £ TRAIL CONSTRUCTION.

EL. 121.38

STA. 2013+11.01

BOARDWALK W/ RAILING - FFBW

EL. 121.38

STA. 2013+10.25

BEGIN BOARDWALK W/ RAILING - BFBW

4200 SOUTH JOHN YOUNG PARKWAY

ORLANDO, FLORIDA 32839

(407) 836-7900

ORANGE COUNTY

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ORLANDO, FL 32814

941 LAKE BALDWIN LANE

DRMP, INC.

P.E. LICENSE NUMBER 60103

JOCELYN M. HAISCH-LINN, P.E.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

Plotted By: Gabriel.Zambrano 6/2/2026 7:38:08 PM P:\Projects21\21-0021.000_Horizon_West_Trail_Phase_1\Struct\B1-FoundLay02.dgn

EXIST. FENCE (TYP.)

90°00'00" T.C. (TYP.)

(TO REMAIN)

EXIST. EMBANKMENT

SEG. 6

WETLAND

EXIST. LA R/W

14'-0"

EXIST. TRAIL R/W

14'-0"

90°00'00" T.C. (TYP.)

(TYP.)

SEG. 4

CURVE BL_HORIZON4

CURVE BL_HORIZON5

CURVE BL_HORIZON6

"8

(TO REMAIN)

OVERHEAD ELECTRIC

EXIST.

"8 17'-5

"8 76'-6

14'-0"

(T Y P

(T Y P

PROFILE GRADE LINE

£ TRAIL CONST. &

DIRECTION OF STATIONING

SEGMENT 4

12 EQUAL SPACES = 168'-0"

B1-09

FOUNDATION LAYOUT (2 OF 3)

CAB 02-24

CAB 02-24

JMHL 02-24

PLAN

SEGMENT 2

24 EQUAL SPACES = 336'-0"

(TYP.)

SEG. 2

14'-0"

(TYP.)

B-3

B-4

SEG. 5

M A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

T A

.0

"8 113'-6

LEGEND

14" SQ. PRESTRESSED CONCRETE TEST PILE

(INDEX 455-014) (TYP.)

14" SQ. PRESTRESSED CONCRETE PILE

(SPT) SOIL BORING LOCATION

APPROXIMATE STANDARD PENETRATION TEST

(CURVE BL_HORIZON4)

HORIZONTAL CURVE DATA

(CURVE BL_HORIZON5)

HORIZONTAL CURVE DATA

(CURVE BL_HORIZON6)

HORIZONTAL CURVE DATA

14'-0"

SEGMENT 6

70'-0"

5 EQUAL SPACES =

PRC STA. = 2016+59.55

PRC STA. = 2013+22.78

R = 885.00'

L = 336.77'

T = 170.45'

D = 06°28'27"

¬ = 21°48'11" (RT)

PI STA. = 2014+93.23

PRC STA. = 2018+48.49

PRC STA. = 2016+59.55

R = 750.00'

L = 188.94'

T = 94.97'

D = 07°38'22"

¬ = 14°26'01" (LT)

PI STA. = 2017+54.52

PCC STA. = 2019+39.04

PRC STA. = 2018+48.49

R = 750.00'

L = 90.55'

T = 45.33'

D = 07°38'22"

¬ = 06°55'03" (RT)

PI STA. = 2018+93.82

SEG. 3

P R

C

S

T A

.4

P R

C

S

T A

.5

2. FOR ADDITIONAL NOTES AND INFORMATION, SEE "PILE DATA TABLE AND NOTES" SHEET.

1. PILE SPACING MEASURED ALONG £ TRAIL CONSTRUCTION.

NOTES

4200 SOUTH JOHN YOUNG PARKWAY

ORLANDO, FLORIDA 32839

(407) 836-7900

ORANGE COUNTY

T

F I

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C O

E E

T

E C

T R

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G I

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D

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A

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ORLANDO, FL 32814

941 LAKE BALDWIN LANE

DRMP, INC.

P.E. LICENSE NUMBER 60103

JOCELYN M. HAISCH-LINN, P.E.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

Plotted By: Gabriel.Zambrano 6/2/2026 7:34:59 PM P:\Projects21\21-0021.000_Horizon_West_Trail_Phase_1\Struct\B1-FoundLay03.dgn

EXIST. FENCE

¡ PILES (TYP.)

(T Y P

SEG. 8

EXIST. TRAIL R/W

90°00'00" T.C. (TYP.)

(TO REMAIN)

OVERHEAD ELECTRIC

EXIST.

EXIST. LA R/W

"8 513'-11

(TO REMAIN)

EXIST. TELEPHONE POLE

£ TRAIL CONST. &

"8

CURVE BL_HORIZON7

SEGMENT 8

14 EQUAL SPACES = 196'-0"

SEGMENT 6

5 EQUAL SPACES = 70'-0"

(T Y P

BCS 02-24

CAB 02-24

CAB 02-24

DIRECTION OF STATIONING

PLAN

B-5

B-6

B-7

(TYP.)

P C

C

S

T A

.8

FOUNDATION LAYOUT (3 OF 3)

B1-10

(CURVE BL_HORIZON7)

HORIZONTAL CURVE DATA

(CURVE BL_HORIZON6)

HORIZONTAL CURVE DATA

LOCATION SHALL BE MAINTAINED..

A BACKWALL WIDTH OF 9 INCHES HAS BEEN ASSUMED. IF OTHER BACKWALL WIDTHS ARE USED, BFBW 5.

PILE SPACING MEASURED ALONG £ TRAIL CONSTRUCTION.4.

FOR DETAILS REGARDING CONSTRUCTION LIMITS, SEE ROADWAY PLANS.3.

FOR DETAILS REGARDING TRAIL, INCLUDING BOARDWALK VERTICAL PROFILE, SEE ROADWAY PLANS.2.

ELEVATIONS NEAR BEGIN AND END BOARDWALK.

ELEVATIONS PROVIDED ARE AT THE PROFILE GRADE LINE. SEE ROADWAY PLANS FOR ADDITIONAL 1.

SEG. 9

"4

113'-8SEG. 7

P C

C

S

T A

.0

M A

T C

H

L I N

E

S

T A

.0

LEGEND

14" SQ. PRESTRESSED CONCRETE TEST PILE

(INDEX 455-014) (TYP.)

14" SQ. PRESTRESSED CONCRETE PILE

(SPT) SOIL BORING LOCATION

APPROXIMATE STANDARD PENETRATION TEST

(TYP.)

SEG. 6

NOTES

2. FOR ADDITIONAL NOTES AND INFORMATION, SEE "PILE DATA TABLE AND NOTES" SHEET.

1. PILE SPACING MEASURED ALONG £ TRAIL CONSTRUCTION.

PCC STA. = 2019+39.04

PRC STA. = 2018+48.49

R = 750.00'

L = 90.55'

T = 45.33'

D = 07°38'22"

¬ = 06°55'03" (RT)

PI STA. = 2018+93.82

PCC STA. = 2021+89.87

PCC STA. = 2019+39.04

R = 5,986.00'

L = 250.84'

T = 125.44'

D = 00°57'26"

¬ = 02°24'03" (RT)

PI STA. = 2020+64.47

EL. 119.98

STA. 2021+49.26

RAILING - FFBW

BOARDWALK W/

EL. 119.98

STA. 2021+50.00

RAILING - BFBW

END BOARDWALK W/

4200 SOUTH JOHN YOUNG PARKWAY

ORLANDO, FLORIDA 32839

(407) 836-7900

ORANGE COUNTY

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

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A

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ORLANDO, FL 32814

941 LAKE BALDWIN LANE

DRMP, INC.

P.E. LICENSE NUMBER 60103

PILE DATA TABLE AND NOTES

B1-11

PILE DATA TABLE

DESIGN CRITERIAINSTALLATION CRITERIA

(TONS)

RESISTANCE

BEARING

NOMINAL

(FT)

ELEVATION

TIP

MINIMUM

(TONS)

DRAG

DOWN

(TONS)

RESISTANCE

SCOUR

TOTAL

(TONS)

RESISTANCE

SCOUR

NET

(TONS)

LOAD

UPLIFT

DESIGN

FACTORED

Ø

M P

R E

S S I O

N

TABLE DATE 01/01/16

(TONS)

RESISTANCE

UPLIFT

NOMINAL

Ø

P

L I F

T

(IN)

SIZE

PILE

(FT)

LENGTH

PILE

TEST

(FT)

ELEVATION

JET

REQUIRED

(FT)

ELEVATION

PREFORM

REQUIRED

(FT)

ELEVATION

SCOUR

100-YEAR

(TONS)

LOAD

DESIGN

FACTORED

STATIONING

BENT

14 29 N/A 49 N/A N/A N/A N/A N/A N/A N/A N/A

NOTES

Ø

FACTORED DESIGN LOAD + NET SCOUR RESISTANCE + DOWN DRAG ≤ NOMINAL BEARING RESISTANCE

0.65

14 29 N/A 40 N/A N/A N/A N/A N/A N/A N/A N/A0.65

STA. 2021+50.00

STA. 2014+40.00 TO

STA. 2014+40.00

STA. 2013+10.25 TO

BCS 02-24

CAB 02-24

CAB 02-24

JMHL 02-24

FOR DETAILS REGARDING DRAINAGE, SEE ROADWAY PLANS. 15.

FOR DETAILS REGARDING UTILITIES, SEE ROADWAY PLANS.14.

PILES AND NO ADDITIONAL PAYMENT WILL BE PROVIDED.

ALL COSTS ASSOCIATED WITH ALTERNATE DESIGNS, FABRICATION, AND INSTALLATION, SHALL BE INCIDENTAL TO THE COST OF THE PILES AND TEST 13.

DRAWINGS SHALL INCLUDE AN UPDATED FOUNDATION LAYOUT.

PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. IF PILE LOCATIONS OR SPACING ARE CHANGED, THE SHOP

ALTERNATIVE CONCRETE PILING DESIGNS ARE ALLOWED. SUBMIT CALCULATIONS AND SHOP DRAWINGS SIGNED AND SEALED BY A LICENSED FLORIDA12.

ENSURE THAT ACTIVE UTILITIES ARE PROPERLY MAINTAINED DURING CONSTRUCTION.

CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION TO AVOID DAMAGE. THE CONTRACTOR IS TO

THE CONTRACTOR IS TO VERIFY ALL UTILITIES AND NOTIFY ALL INVOLVED UTILITY COMPANIES PRIOR TO EXCAVATION, PILE DRIVING OR11.

FOR DETAILS REGARDING SPT SOIL BORINGS, SEE "REPORT OF BOARDWALK BORINGS" SHEETS. 10.

NO JETTING WILL BE ALLOWED WITHOUT APPROVAL FROM THE ENGINEER.9.

MONITORING IS TO BE INCLUDED IN THE CONTRACT UNIT COST FOR PAY ITEM 999-3, BOARDWALK LUMP SUM.

SPECIFICATIONS SECTION 108. THE COST OF ALL MATERIAL, LABOR, EQUIPMENT AND TIME ASSOCIATED WITH SUCH PROTECTION AND

DURING PILE DRIVING ACTIVITIES, THE CONTRACTOR IS TO PROTECT AND MONITOR EXISTING STRUCTURES IN ACCORDANCE WITH 8.

7. ALL PILES SHALL BE DYNAMICALLY MONITORED PER SPECIFICATION 455.

RESISTANCE. SET CHECK AND RE-DRIVES ARE TO BE CONDUCTED IN ACCORDANCE WITH SPECIFICATIONS SECTION 455-5.11.4.

THE CONTRACTOR IS TO ANTICIPATE SET CHECKS AND RE-DRIVES WILL BE REQUIRED TO ACHIEVE THE REQUIRED NOMINAL BEARING 6.

ELEVATIONS, AND INCLUDE PILE CUT-OFF ELEVATIONS IN SHOP DRAWINGS.

SUPERSTRUCTURE DEPTHS VARY BASED ON PROPRIETARY BOARDWALK SYSTEM USED. CONTRACTOR TO CALCULATE PILE CUT-OFF 5.

PERFORMED ON ALL PILES PER SPECIFICATIONS SECTION 455-5.14.

DRIVE TEST PILES IN THE POSITION OF A PERMANENT PILE OR AS DIRECTED BY THE ENGINEER. A DYNAMIC LOAD TEST IS TO BE 4.

3. DRIVE PILES TO THE MINIMUM TIP ELEVATION.

DRIVE PILES TO THE NOMINAL BEARING RESISTANCE IN ACCORDANCE WITH SPECIFICATIONS SECTION 455 AND AS FOLLOWS:2.

ALL PILES ARE TO BE 14" SQUARE PRESTRESSED CONCRETE IN ACCORDANCE WITH STANDARD PLANS INDEXES 455-001, 455-002 AND 455-014.1.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

Plotted By: Gabriel.Zambrano 6/3/2026 8:57:21 AM P:\Projects21\21-0021.000_Horizon_West_Trail_Phase_1\Struct\B1-PileData01.dgn