CC-4509-22_Structure_Plans.pdf

PDF 36 MB Posted Nov 29, 2023

Attached to: US 17-92 Overpass Pedestrian Improvements
Solicitation number: CC-4509-22/MAG
Issued by: Seminole County, Florida

About this file

Written by GovTribe AI · Jun 27, 2025

The document is a set of detailed engineering and structural design plans for the Cross Seminole Trail Overpass/Pedestrian Connection project in Seminole County, Florida, prepared by Greenman-Pedersen, Inc. The project involves constructing approximately 0.217 miles of recreational path connecting the US 17/92 sidewalks to the Cross Seminole Trail, with a comprehensive scope including retaining wall systems, drainage improvements, concrete sidewalk, signage, pavement marking, clearing, grubbing, excavation, and embankment. The project is funded under County CIP No. 00205750 and Federal-Aid Project Number D522 078 B, with a total project Financial Project ID of 441484-1-58-01. The project requires substantial completion within 90 calendar days from the Notice to Proceed, with final completion due 30 calendar days after substantial completion.

The Engineer's estimate for the project is $1,047,707.20, and the solicitation requires prime contractors to be FDOT prequalified in specific work classes including drainage, grading, sidewalk, handrail, and retaining wall construction. Bidders must have been in business for at least three years and completed a minimum of three similar projects within the past five years. A mandatory pre-bid meeting is scheduled for December 15th, 2023, at 9:00 AM EST via Zoom, with bids due on March 6th, 2024, at 2:00 PM Eastern Time. The project involves complex engineering elements, including Mechanically Stabilized Earth (MSE) retaining walls, pedestrian/bicycle railing, and detailed recreational path reinforcing, with specifications adhering to Florida Department of Transportation standards and design guidelines.

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SEMINOLE COUNTY

ENGINEERING DIVISION

HAVE CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY

ENGINEER OF RECORD:

STRUCTURE PLANS

INDEX OF STRUCTURE PLANS

SHEET NO. SHEET DESCRIPTION

NO.

SHEET

YEAR

FISCAL

4:45:28 PM ...\Struct\keysheetwalls01.dgnrwatkin 5/23/2023

STRUCTURE PLANS

CONTRACT PLANS

BW-1

STATE ROAD NO. 15/600

KEVIN B. FISCHER, PE

P.E. NO.: 60074

SHEET NO. SHEET DESCRIPTION

STANDARD PLANS FOR CONSTRUCTION

INDEX NO. INDEX TITLE

EXISTNG STRUCTURES PLANS

BWX2-1 TO BWX2-25

BWX1-1 TO BWX1-69

(FPID 240196-1-52-01)

EXISTING SHEET PILE WALL PLANS

(CIP-2292-02)

EXISTING PEDESTRIAN OVERPASS PLANS

RECREATIONAL PATH AND COPING REINFORCING DETAILS (9 OF 9)

RECREATIONAL PATH AND COPING REINFORCING DETAILS (8 OF 9)

RECREATIONAL PATH AND COPING REINFORCING DETAILS (7 OF 9)

RECREATIONAL PATH AND COPING REINFORCING DETAILS (6 OF 9)

RECREATIONAL PATH AND COPING REINFORCING DETAILS (5 OF 9)

RECREATIONAL PATH AND COPING REINFORCING DETAILS (4 OF 9)

RECREATIONAL PATH AND COPING REINFORCING DETAILS (3 OF 9)

RECREATIONAL PATH AND COPING REINFORCING DETAILS (2 OF 9)

RECREATIONAL PATH AND COPING REINFORCING DETAILS (1 OF 9)

MSE WALL DETAILS (3 OF 3)

MSE WALL DETAILS (2 OF 3)

MSE WALL DETAILS (1 OF 3)

MSE WALL RW-2 ELEVATION (2 OF 2)

MSE WALL RW-2 ELEVATION (1 OF 2)

MSE WALL RW-1 ELEVATION (2 OF 2)

MSE WALL RW-1 ELEVATION (1 OF 2)

MSE WALL RW-2 PLAN

MSE WALL RW-1 PLAN

REPORT OF SPT BORINGS

MSE WALL GENERAL NOTES AND TABLES (2 OF 2)

MSE WALL GENERAL NOTES AND TABLES (1 OF 2)

SUMMARY OF STRUCTURES QUANTITIES

SIGNATURE SHEET

STRUCTURE PLANS KEY SHEET

BW-23

BW-22

BW-21

BW-20

BW-19

BW-18

BW-17

BW-16

BW-15

BW-14

BW-13

BW-12

BW-11

BW-10

BW-9

BW-8

BW-7

BW-6

BW-5

BW-4

BW-3

BQW-1

BW-2

BW-1

MSE RETAINING WALL SYSTEMS (PERMANENT)

PEDESTRIAN/BICYCLE RAILING (ALUMINUM)

PEDESTRIAN/BICYCLE BULLET RAILING FOR TRAFFIC RAILING

EXPANSION JOINT SYSTEM - POURED JOINT WITH BACKER ROD

BAR BENDING DETAILS (STEEL)

548-020

515-062

515-021

458-110

415-001

FAX: 407-644-7855

PHONE: 407-644-7755

MAITLAND, FL 32751

1051 WINDERLEY PLACE, SUITE 400

GREENMAN-PEDERSEN, INC.

KEVIN B. FISCHER, PE

TO BE SUBMITTED TO:

STRUCTURE SHOP DRAWINGS

CONSULTANT VENDOR ID NO. 11-2537074

FAX: 407-644-7855

PHONE: 407-644-7755

MAITLAND, FL 32751

1051 WINDERLEY PLACE, SUITE 400

GREENMAN-PEDERSEN, INC.

PLANS PREPARED BY:

COUNTY CIP NO. 00205750

CROSS SEMINOLE TRAIL OVERPASS/PEDESTRIAN CONNECTION @ US 17/92

FEDERAL-AID PROJECT NUMBER: D522 078 B

FINANCIAL PROJECT ID 441484-1-58-01

SEMINOLE COUNTY PROJECT MANAGER : CARLIN GONZALEZ, P.E.

2023-24

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SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

15/600 SEMINOLE

rwatkin 5/23/2023 4:45:30 PM ...\Struct\SumOfQuantities01.dgn

CONNECTION @ US 17/92

CROSS SEMINOLE TRAIL OVERPASS/PEDESTRIAN

CIP #

00205750

KEVIN B. FISCHER, P.E.

P.E. NO.: 60074

GREENMAN-PEDERSEN, INC.

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751 441484-1-58-01

BQW-1

SUMMARY OF STRUCTURES QUANTITIES

JEB 06-21

SL 06-21

KBF 06-21

SUMMARY OF STRUCTURE QUANTITIES - RETAINING WALLS

SECTION

NO.

PAY ITEM

PAY ITEM DESCRIPTION LOCATION UNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F P F

WALLS

RETAINING

548-12 RETAINING WALL SYSTEM, PERMANENT, EXCLUDING BARRIER RW-1 SF 2959 6534

RW-2 SF 3575

PATH

RECREATIONAL

400-4-8 CLASS IV CONCRETE, BULKHEAD RW-1 CY 54.0 121.0

RW-2 CY 67.0

415-1-8 REINFORCING STEEL, BULKHEAD RW-1 LB 7075 15720

RW-2 LB 8645

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REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

jbrown 6/29/2023 8:39:05 AM ...\Struct\MSEWallTables01.dgn

CIP #

00205750MAITLAND, FL 32751

1051 WINDERLEY PLACE, SUITE 400

GREENMAN-PEDERSEN, INC.

P.E. NO.: 60074

KEVIN B. FISCHER, P.E.

441484-1-58-01

BW-3

MSE WALL GENERAL NOTES AND TABLES (1 OF 2)

JEB 05-21

SL 05-21

KBF 06-21

FINISH TOP SURFACES OF RECREATIONAL PATHS IN ACCORDANCE WITH SPECIFICATION SECTION 522.

RECREATIONAL PATH FINISH

PLANS ARE APPROXIMATE. FOR DISPOSITION OF UTILITIES, SEE THE UTILITY ADJUSTMENT SHEETS IN THE ROADWAY PLANS.

FOR PLAN LOCATIONS OF EXISTING UTILITIES, SEE PLAN AND ELEVATION SHEETS. LOCATIONS OF UTILITIES SHOWN IN THE

UTILITIES

FOR ADDITIONAL HORIZONTAL AND VERTICAL GEOMETRY SEE THE ROADWAY PLANS.

ROADWAY

3. ELEVATIONS SHOWN ARE TO THE TOP OF COPING OR TOP OF LEVELING PAD, UNLESS NOTED OTHERWISE.

2. LONGITUDINAL DIMENSIONS SHOWN IN THE PLANS ARE MEASURED ALONG THE FRONT FACE OF RETAINING WALL.

1. HORIZONTAL WALL DIMENSION AND OFFSET SHOWN ARE MEASURED TO THE FRONT FACE OF RETAINING WALL (FFRW).

PLAN DIMENSIONS

REINFORCING STEEL ARE TO THE CENTERLINE OF BAR EXCEPT WHERE CLEAR DIMENSION IS NOTED TO FACE OF CONCRETE.

COVER". SEE SPECIFICATIONS 415 FOR ALLOWABLE TOLERANCES. ALL DIMENSIONS PERTAINING TO THE LOCATION OF

DIMENSIONS SHOWN IN THE PLANS DO NOT INCLUDE PLACEMENT AND FABRICATION TOLERANCES UNLESS SHOWN AS "MINIMUM

3. CONCRETE COVER: 2" FOR CAST-IN-PLACE COPING/RETAINING WALL SUPPORTED RECREATIONAL PATH. CONCRETE COVER

2. CONCRETE FOR COPING/RETAINING WALL SUPPORTED RECREATIONAL PATH SHALL BE CLASS IV (F`C = 5,500 PSI).

1. REINFORCING STEEL: ASTM A-615, GRADE 60

MATERIALS

MODERATELY AGGRESSIVE FOR MSE WALLS, COPINGS, AND RECREATIONAL PATHS.

ENVIRONMENTAL CLASSIFICATION

MINUS 1.043 FEET EQUALS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

4. THE MEAN VERTICAL DATUM CONVERSION FOR THIS PROJECT IS: NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29)

SHEET PILE WALL PLANS) ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88).

3. ELEVATIONS SHOWN IN THE EXISTING SR 15/600 WIDENING FROM SEPARD ROAD TO LAKEMARY BOULEVARD PLANS (EXISTING

ON THE GEODETIC VERTICAL DATUM OF 1929 (NGVD 29) FOR THE ORIGINAL CONSTRUCTION.

2. ELEVATIONS SHOWN IN THE EXISTING US 17-92 PEDESTRIAN OVERPASS AT GENERAL HUTCHISON PARKWAY PLANS ARE BASED

1. ELEVATIONS SHOWN IN THE PROPOSED PLANS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88).

VERTICAL DATUM

DOCUMENTS.

HEREIN, AND FY 2023-24 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS AMENDED BY CONTRACT

FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2023-24 STANDARD PLANS AND REVISED INDEX DRAWINGS AS APPENDED

GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS

3. FDOT DESIGN MANUAL DATED JANUARY 2023.

BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) LOAD AND RESISTANCE FACTOR (LRFD) 2.

FDOT STRUCTURES MANUAL DATED JANUARY 2023 AND SUBSEQUENT STRUCTURES DESIGN BULLETIN.1.

DESIGN SPECIFICATIONS

OF SPECIFICATION SECTION 108. BASIS OF PAYMENT IS NOTED IN THE ROADWAY PLANS.

2. THE CONTRACTOR SHALL PROVIDE SETTLEMENT AND GROUNDWATER MONITORING IN ACCORDANCE WITH THE REQUIREMENTS

PLANS SHALL BE INCLUDED WITH PAY ITEM NUMBER 400-4-8, CLASS IV CONCRETE, BULKHEAD.

1. PAYMENT FOR ALL ORGANIC BOND BREAKER, TYPE D SEALANT AND EXPANDED POLYSTYRENE SHOWN IN THE STRUCTURES

PAY ITEM NOTE

ACTIVITIES.

CONTRACTOR SHALL ANTICIPATE THAT DEWATERING MAY BE NECESSARY TO FACILITATE THE WALL CONSTRUCTION

10. THE PROPOSED MSE WALL LOCATIONS EXPERIENCE WET CONDITIONS AT VARIOUS TIMES DURING THE YEAR. THE

AWAY FROM FRONT FACE OF WALLS.

9. PROPOSED GROUND LINES IN FRONT OF MSE WALLS SHALL BE GRADED AT A MAXIMUM 1V:2H SLOPE TO DIRECT RUNOFF

INCLUDED WITH THE MSE WALL SYSTEM SHOP DRAWINGS. FILTER FABRIC SHALL BE PROVIDED BEHIND ALL JOINTS.

8. SLIP JOINTS SHALL BE PROVIDED AT PIPE PENETRATION LOCATIONS. SLIP JOINTS LOCATIONS AND DETAILS SHALL BE

PIPE PENETRATIONS SHALL BE INCLUDED IN THE UNIT COST FOR THE RETAINING WALL SYSTEM.

TO BE SUBMITTED WITH THE PROPRIETARY WALL SYSTEM SHOP DRAWINGS. THE COST OF THE HEADWALLS AROUND THE

AND ELEVATIONS. THE CONTRACTOR'S MSE WALL SPECIALITY ENGINEER SHALL DESIGN AND DETAIL THESE PENETRATIONS,

7. LOCATIONS OF DRAINAGE PIPE PENETRATIONS THROUGH THE PROPOSED MSE WALLS ARE SHOWN IN THE MSE WALL PLANS

6. SEE STANDARD PLANS INDEX 548-020 FOR GENERAL NOTES AND DETAILS.

MSE WALL RW-2 - FDOT WALL TYPE 2E

MSE WALL RW-1 - FDOT WALL TYPE 2E

APPROVED WALL SYSTEMS AND STANDARD PLANS INDEX 548-020 FOR ALLOWABLE WALL TYPE SUBSTITUTIONS.

5. APPLICABLE FDOT WALL TYPES FOR EACH WALL LOCATION ARE LISTED BELOW. SEE THE APPROVED PRODUCTS LIST FOR

PRIOR TO PROCEEDING WITH PAINTING ACTIVITIES.

WALL COPINGS OF THE APPROACH RAMPS TO THE ADJACENT EXISTING BRIDGE. SUBMIT COLOR SAMPLES FOR APPROVAL

4. THE APPLIED FINISH COATING TO BE USED ON THE MSE WALL COPINGS SHALL MATCH THE FINISH COATING OF THE MSE

APPROVAL PRIOR TO PROCEEDING WITH PAINTING ACTIVITIES.

MSE WALL FACING PANELS OF THE APPROACH RAMPS TO THE ADJACENT EXISTING BRIDGE. SUBMIT COLOR SAMPLES FOR

3. THE APPLIED FINISH COATING TO BE USED ON THE MSE WALL FACING PANELS SHALL MATCH THE FINISH COATING OF THE

PROPOSED GROUND LINE.

2. CLASS 5 FINISH LIMITS INCLUDE ALL EXPOSED SURFACES OF PROPOSED MSE WALL PANELS, INCLUDING 6" MINIMUM BELOW

1. CONCRETE FACING PANEL SURFACES AND VERTICAL COPING SURFACES TREATMENT WILL BE SMOOTH.

ADDITIONAL MSE WALL NOTES

SETTLEMENT.

THE SHOP DRAWING SHALL INCLUDE DETAILS AND ADJUSTMENTS TO THE WALL HEIGHTS TO ACCOUNT FOR THE PREDICTED

WALL CONSTRUCTION PHASING

ROADWAY PLANS FOR ADDITIONAL INFORMATION ON THE DRAINAGE DITCHES.

3. MECHANICAL EXCAVATION METHODS ARE NOT PERMITTED FOR THE CONSTRUCTION OF THE DRAINAGE DITCHES. SEE

VEHICLE) AT ANY TIME DURING CONSTRUCTION.

17-92 SHALL NOT SUPPORT CONSTRUCTION LOADING IN EXCESS OF 20 KIPS (EQUIVALENT TO AASHTO LRFD H-10 DESIGN

TO STORE OR MOVE CONSTRUCTION MATERIALS. THE EXISTING MAINTENANCE ACCESS DRIVEWAYS ON EITHER SIDE OF US

EXISTING BRIDGE APPROACH RAMPS AND EXISTING BRIDGE SHALL NOT BE CROSSED BY CONSTRUCTION EQUIPMENT OR USED

BRIDGE PILE CAPS, ON THE EXISTING SIDEWALKS ALONG US 17-92, OR WITHIN THE LIMITS OF THE WETLANDS. THE

2. CONSTRUCTION EQUIPMENT AND STORAGE OF CONSTRUCTION MATERIALS SHALL NOT BE PERMITTED ON THE EXISTING

SHOWN IN THE PLANS.

COMPENSATIONS. PERMANENT REGRADING ADJACENT TO OR ON THE EXISTING BRIDGE PILE CAPS IS ONLY PERMITTED AS

CAPS AND THE PROPOSED FLOOD PLAIN COMPENSATIONS. SEE ROADWAY PLANS FOR LIMITS OF FLOOD PLAIN

EXISTING BRIDGE PILE CAPS. THE EXISTING GROUND SHALL NOT BE DISTURBED BETWEEN THE EXISTING BRIDGE PILE

BRIDGE PILE CAPS TO AVOID ANY UNNECESSARY DISTURBANCE. NO TEMPORARY REGRADING IS PERMITTED OVER THE

1. FIELD VERIFY EXISTING BRIDGE PILE CAPS LOCATIONS AND EXERCISE SPECIAL CARE WHEN WORKING AROUND EXISTING

EXISTING CONDITIONS AND CONSTRUCTION EQUIPMENT LIMITATIONS

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SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

rwatkin 5/23/2023 4:45:31 PM ...\Struct\MSEWallTables02.dgn

CIP #

00205750

KEVIN B. FISCHER, P.E.

P.E. NO.: 60074

GREENMAN-PEDERSEN, INC.

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751 441484-1-58-01

Resistance (psf)

Factored Bearing

(ft.)

Reinforcement Length

(ft.)

Wall Height

Resistance (psf)

Factored Bearing

(ft.)

Reinforcement Length

(ft.)

Wall Height

SOIL REINFORCEMENT LENGTHS FOR EXTERNAL STABILITY

Wall No.

(in.)

Settlement

Long Term

(in.)

Settlement

Short Term

(ft./100ft.)

Longitudinal (%)

(in.)

Transverse

Differential Settlement

Wall Settlement

RETAINING WALL VARIABLES

Internal Friction Angle

Cohesion (psf)

Effective Unit Weight (pcf)

(ft.)

Ground Line

Existing

Depth Below

Random Backfill

Reinforced Soil &

GEOTECHNICAL INFORMATION

the end of the soil reinforcement.

Transverse differential settlement is measured from the face of wall to

Long term settlement is measured from the end of wall fill placement.

Design walls for the settlements noted in the table.

NOTE:

N/A

Geotechnical Engineer and the Wall Designer for a possible redesign.

differs from that shown above, the Project Engineer will contact both the District

If the unit weight and/or internal friction angle of the fill proposed by the Contractor

NOTE:

PERMANENT MSE RETAINING WALL SYSTEM DATA TABLES

Table Date 1-01-11

Table Date 7-01-13

Table Date 1-01-11

(ft.)

Elevation

Water

Design High analyzed using LRFD methodology.

The Factored Bearing Resistances shown above are the critical (lowest) values from all the load cases 2.

external or internal stability (determined by proprietary wall companies).

reinforcement lengths used in the construction of the retaining walls will be the longer of that required for

The reinforcement strap lengths shown above are the minimum lengths required for external stability. The 1.

NOTES:

BW-4

MSE WALL GENERAL NOTES AND TABLES (2 OF 2)

SL 05-21

MSE WALL RW-1

MSE WALL RW-2

RW-1

RW-2

KBF 06-21

0-14

Loose Sand Sand

Loose Clayey

Sand

Very Loose

Sand

Loose Clayey

Clayey Sand

Sand or

Medium Dense

0-3 3-8

8-13

13-20

14-20

Resistance (psf)

Factored Bearing

(ft.)

Reinforcement Length

(ft.)

Wall Height

A N

E G

M E

N T

-2

4 6 8 10 11

8 8 8 8 9

3,643 3,514 3,344 3,133 3,360

4 6 8 10 11 12

8 8 8 8 9

3,643 3,514

13.5 11.5 10.5 9 7

9 9 8 8

3,302 3,416 3,244 3,434

< 0.25

N/A

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M E

N T

-1

E G

M E

N T

-1

3,584

12.5

3,155

14.5

3,402

3,504

3,344 2,763 2,979 3,199

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SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

rwatkin 5/23/2023 4:45:33 PM ...\Struct\WallControlMSE01.dgn

CIP #

00205750

KEVIN B. FISCHER, P.E.

P.E. NO.: 60074

GREENMAN-PEDERSEN, INC.

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751 441484-1-58-01

Direction of Stationing

PLAN

BW-6

MSE WALL RW-1 PLAN

SL 05-21

KBF 06-21

NOTES

PT Sta. = 3+57.29

PC Sta. = 3+29.73

R = 89.33

L = 27.56

T = 13.89

D = 64° 08' 13"

¬ = 17° 40' 23" (LT)

P.I. Sta. = 3+43.62

PT Sta. = 5+24.01

PC Sta. = 4+49.38

R = 152.67

L = 74.63

T = 38.08

D = 37° 31' 48"

¬ = 28° 00' 36" (RT)

P.I. Sta. = 4+87.46

DETAILS AND NOTES SEE "MSE WALL DETAILS" SHEETS)

SIDEWALK COVER PLATE, NOT SHOW FOR CLARITY. FOR ADDITIONAL

(PROPOSED PEDESTRIAN/BICYCLE RAILING WITH HANDRAIL, AND

LEGEND

1# WALL SEGMENT

APPROXIMATE SOIL BORING LOCATION

CURVE CL_BOS_WEST_18

HORIZONTAL CURVE DATA

CURVE CL_BOS_WEST_21

HORIZONTAL CURVE DATA

TH-1

M.H.C.

M.V.C.

POINT OF MINIMUM HORIZONTAL CLEARANCE

POINT OF MINIMUM VERTICAL CLEARANCE

RW-1 ELEVATION (1 OF 2)" SHEET.

RECREATIONAL PATH TO BOTTOM OF EXISTING PEDESTRIAN BRIDGE, SEE "MSE WALL

8. FOR MINIMUM VERTICAL CLEARANCE MEASUREMENT FROM TOP OF PROPOSED

NOTES AND TABLES" SHEETS.

7. FOR NOTES REGARDING PIPE PENETRATION THROUGH THE MSE WALL, SEE "MSE WALL

6. FOR TYPICAL SECTION THROUGH THE WALL, SEE "MSE WALL DETAILS (1 OF 3)" SHEET.

EXISTING BURIED ELECTRIC UNDER WALL, SEE ROADWAY PLANS.

5. FOR ADDITIONAL DRAINAGE AND UTILITY INFORMATION, INCLUDING DESIGNATION OF

AND NOTES, SEE "MSE WALL DETAILS (2 OF 3)" SHEET.

4. FOR EXISTING CONCRETE BARRIER AND ALUMINUM BULLET RAILING REMOVAL DETAILS

CONCRETE CAP DETAILS AND NOTES, SEE "MSE WALL DETAILS (2 OF 3)" SHEET.

3. FOR PROPOSED MSE WALL COPING CONNECTION TO EXISTING RETAINING WALL

2. STATIONS AND OFFSETS GIVEN ALONG £ CONST. BOS_WEST.

1. STATIONS AND OFFSETS GIVEN AT THE FRONT FACE OF THE MSE WALL.

*** S 51° 29' 44" E

ALONG ENTIRE LENGTH OF MSE WALL.

EXISTING BURIED PEDESTRIAN BRIDGE FOOTING

PROPOSED MSE WALL TO SIDE OF CLOSEST

** DIMENSIONS ARE FROM FRONT FACE OF

IT IS NOT NORMAL TO £ CONST. BOS_WEST.

PROVIDED IN LIEU OF STATION AND OFFSETS AS

* THE COORDINATES FOR WALL BEND 5 ARE

STA. 3+37.28, 8.38' RT.

BEGIN MSE WALL RW-1

STA. 3+57.29, 8.38' RT.

WALL BEND 1

STA. 4+30.33, 8.38' RT.

BEGIN LANDING 1

STA. 4+49.38, 8.38' RT.

WALL BEND 2

"2 1144'-3 R

STA. 5+13.17, 8.38' RT.

WALL BEND 3

STA. 5+48.71, 11.38' RT.

WALL BEND 6

(TO REMAIN)

EXISTING STREET LIGHT

STA. 5+48.67, 0.38' LT.

WALL BEND 7

STA. 5+44.23, 0.38' LT.

WALL BEND 8

STA. 5+24.01, 0.50' LT.

WALL BEND 9

STA. 5+34.33, 0.38' LT.

END LANDING 2

(TO REMAIN)

EXISTING 48" DRAIN PIPE

STA. 5+13.33, 0.38' LT.

BEGIN LANDING 2

STA. 4+49.38, 0.38' LT.

WALL BEND 10

STA. 4+40.33, 0.38' LT.

END LANDING 1

STA. 4+40.33, 8.38' RT.

END LANDING 1

STA. 4+30.33, 0.38' LT.

BEGIN LANDING 1

STA. 3+57.29,0.38' LT.

WALL BEND 11

STA. 3+37.28, 0.38' LT.

END MSE WALL RW-1

WETLAND LIMITS

(TO REMAIN) (TYP.)

EXISTING UTILITIES

EXISTING R/W EASEMENT

"2 1153'-0 R

"2 188'-11 R

(TO REMAIN) (SEE NOTE 3)

WITH CONCRETE CAP

EXISTING RETAINING WALL

SIGNAL (TO REMAIN)

EXISTING PED.

FOOTING) (TO REMAIN) (TYP.)

BRIDGE PIER (COLUMN AND

EXISTING PEDESTRIAN

BE REMOVED (SEE NOTE 4)

ALUMINUM BULLET RAILING TO

CONCRETE BARRIER AND

PORTION OF EXISTING

(TO REMAIN)

EXIST. PEDESTRIAN BRIDGE

£ CONST. BOS_WEST

197'-8 R ¡ PEDESTRIAN/BICYCLE RAILING

MSE WALL RW-1 AND

FRONT FACE OF

¡ PEDESTRIAN/BICYCLE RAILING

FRONT FACE OF MSE WALL RW-1 AND

CAP (TO REMAIN)

WALL WITH CONCRETE

EXISTING RETAINING

(SEE NOTE 7) (TYP.)

PIPE PENETRATIONS

PROP. CONCRETE

CL_BOS_WEST_21

CURVE

CURVE CL_BOS_WEST_18

81°19'09.5" W

28°43'16.7" N, WALL BEND 5*

1A M .H .C

STRUCTURE

PROP. DRAINAGE

(SEE NOTE 5)

EXIST. BURIED ELECTRIC

(SEE NOTE 8)

M.V.C.

PROP. 48" PIPE

SEMINOLE TRAIL

¡ CONST. CROSS

48" PIPE

PROP.

STRUCTURE

PROP. DRAINAGE

"± M.H.C.8 53'-3

¡ PROP. 48" PIPE

DITCH

PROP. DRAINAGE

8.38' RT.

STA. 5+34.48,

WALL BEND 4

F I

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E E

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T R

O N

G I

T A

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A L

L E

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

rwatkin 5/23/2023 4:45:34 PM ...\Struct\WallControlMSE02.dgn

CIP #

00205750

KEVIN B. FISCHER, P.E.

P.E. NO.: 60074

GREENMAN-PEDERSEN, INC.

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751 441484-1-58-01

P R

P C

PLAN

MSE WALL RW-2 PLAN

SL 05-21

BW-7

SL 05-21

KBF 06-21

NOTES

PT Sta. = 200+19.01

PC Sta. = 200+07.45

R = 158.67

L = 11.56

T = 5.79

D = 36° 06' 39"

¬ = 4° 10' 34" (LT)

P.I. Sta. = 200+13.23

PT Sta. = 200+59.39

PC Sta. = 200+19.01

R = 158.67

L = 40.38

T = 20.30

D = 36° 06' 39"

¬ = 14° 34' 56" (LT)

P.I. Sta. = 200+39.31

PT Sta. = 202+41.08

PC Sta. = 200+59.39

R = 154.67

L = 181.69

T = 102.97

D = 37° 02' 41"

¬ = 67° 18' 23" (LT)

P.I. Sta. = 201+62.36

NOTES AND TABLES" SHEET.

7. FOR NOTES REGARDING PIPE PENETRATION THROUGH THE MSE WALL, SEE "MSE WALL

6. FOR TYPICAL SECTION THROUGH THE WALL, SEE "MSE WALL DETAILS (1 OF 3)" SHEET.

5. FOR ADDITIONAL DRAINAGE AND UTILITY INFORMATION, SEE ROADWAY PLANS.

WALL DETAILS (3 OF 3)" SHEET.

4. FOR EXISTING PEDESTRIAN/BICYCLE RAILING REMOVAL DETAILS AND NOTES, SEE "MSE

CAP DETAILS AND NOTES, SEE "MSE WALL DETAILS (3 OF 3)" SHEET.

3. FOR PROPOSED MSE WALL COPING CONNECTION TO EXISTING RETAINING WALL CONCRETE

2. STATIONS AND OFFSETS GIVEN ALONG £ CONST. BOS_EAST.

1. STATIONS AND OFFSETS GIVEN AT THE FRONT FACE OF THE MSE WALL.

DETAILS AND NOTES SEE "MSE WALL DETAILS" SHEETS)

SIDEWALK COVER PLATE, NOT SHOW FOR CLARITY. FOR ADDITIONAL

(PROPOSED PEDESTRIAN/BICYCLE RAILING WITH HANDRAIL, AND

LEGEND

2# WALL SEGMENT

APPROXIMATE SOIL BORING LOCATION

TH-2

ENTIRE LENGTH OF MSE WALL.

PEDESTRIAN BRIDGE FOOTING ALONG

CLOSEST EXISTING BURIED

PROPOSED MSE WALL TO SIDE OF

* DIMENSION IS FROM FRONT FACE OF

POINT OF MINIMUM HORIZONTAL CLEARANCEM.H.C.

CURVE BOS_EAST_3

HORIZONTAL CURVE DATA

CURVE BOS_EAST_2

HORIZONTAL CURVE DATA

CURVE BOS_EAST_4

HORIZONTAL CURVE DATA

WETLAND LIMITS

(TO REMAIN) (TYP.)

EXISTING UTILITIES

¡ CONST. CROSS SEMINOLE TRAIL

EXISTING R/W EASEMENT

FOOTING) (TO REMAIN) (TYP.)

BRIDGE PIER (COLUMN AND

EXISTING PEDESTRIAN

WETLAND LIMITS

£ CONST. BOS_EAST

CURVE BOS_EAST_4

CURVE BOS_EAST_3

STA. 202+43.37, 10.38' LT.

BEGIN MSE WALL RW-2

STA. 202+41.08, 10.38' LT.

WALL BEND 1

STA. 201+33.52, 10.38' LT.

END LANDING 2

STA. 201+23.52, 10.38' LT.

BEGIN LANDING 2

(TO REMAIN) (SEE NOTE 3)

WITH CONCRETE CAP

EXISTING RETAINING WALL

(SEE NOTE 4)

RAILING TO BE REMOVED

PEDESTRIAN/BICYCLE

PORTION OF EXISTING

0.38' RT.

STA. 200+14.23,

WALL BEND 3

1155'-0 R

"2 1159'-0 R

(TO REMAIN)

EXIST. GAS MAIN

(TO REMAIN)

BRIDGE

EXIST. PEDESTRIAN

BOS_EAST_2

CURVE

STA. 200+59.39, 0.38' RT.

WALL BEND 5

STA. 200+23.52, 0.38' RT.

END LANDING 1

STA. 201+23.52, 0.38' RT.

BEGIN LANDING 2

STA. 201+33.52, 0.38' RT.

END LANDING 2

STA. 202+41.08, 0.38' RT.

WALL BEND 6

STA. 202+43.37, 0.38' RT.

END MSE WALL RW-2

EXISTING R/W EASEMENT

(SEE ROADWAY PLANS)

BLACK VINYL FENCE

PROPOSED R/W EASEMENT

PIPES (TO REMAIN)

EXISTING 36" DRAIN

0.38' RT.

STA. 200+19.01,

WALL BEND 4

CAP (TO REMAIN)

WITH CONCRETE

RETAINING WALL

EXISTING

¡ PEDESTRIAN/BICYCLE RAILING

FRONT FACE OF MSE WALL RW-2 AND

¡ PEDESTRIAN/BICYCLE RAILING

FRONT FACE OF MSE WALL RW-2 AND

(SEE NOTE 7) (TYP.)

PENETRATIONS

PROP. CONCRETE PIPE

14.38' LT.

STA. 200+16.32,

WALL BEND 2

14.00' LT.

STA. 200+23.52,

END LANDING 1

STRUCTURE

PROP. DRAINAGE

DRAIN PIPES

¡ PROP. 36"

"2 1144'-3 R

M .H .C

F I

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MINIMUM VERTICAL CLEARANCE

ID POINT ALONG WALL

M.V.C.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

rwatkin 5/23/2023 4:45:35 PM ...\Struct\MSEWallElevation01.dgn

CIP #

00205750

KEVIN B. FISCHER, P.E.

P.E. NO.: 60074

GREENMAN-PEDERSEN, INC.

1051 WINDERLEY PLACE, SUITE 400

BW-8

MSE WALL RW-1 ELEVATION (1 OF 2)

SL 05-21

E L

S T

E L

S T

E L

S T

E L

S T

E L

S T

R T

B E

L L

NOTES

(TO END MSE WALL)

DEVELOPED ELEVATION

(TO WALL BEND 9

M A

T C

L I

ELEVATION

26.015

25.979

25.950

25.985

25.340

22.890

22.860

22.416

20.930

18.839

18.564

18.382

ID POINT

ELEVATIONS

WORKING POINT 2

KBF 06-21

WITH HANDRAIL NOT SHOWN FOR CLARITY)

(PROPOSED PEDESTRIAN/BICYCLE RAILING

LEGEND

M .V .C

T E

ELEVATIONID POINT

ELEVATIONS

WORKING POINT 1

25.851

25.902

25.926

† HORIZONTAL DIMENSION SHOWN IS MEASURED ALONG FRONT FACE OF COPING

RW-1 SHOP DRAWINGS.

SURVEYED. CONTRACTOR SHALL VERIFY ELEVATIONS PRIOR TO PRODUCTION OF

BASED ON MATCHING THE EXISTING SHEET PILE WALL COPING ELEVATIONS AS

** THE PROPOSED MSE WALL COPING ELEVATIONS AT WALL BENDS 6 AND 7 ARE

GENERAL NOTES AND TABLES (1 OF 2)" SHEET.

* EL. 12.70 OR AS DESIGNED BY THE WALL MANUFACTURER, SEE "MSE WALL

AS IT IS NOT NORMAL TO £ CONST. BOS_WEST.

9. THE COORDINATES FOR WALL BEND 5 ARE PROVIDED IN LIEU OF STATION AND OFFSETS

REGRADING OVER THE PILE CAPS WILL BE PERMITTED.

EXISTING PILE CAP AT PIER 8. THIS LOCATION IS THE ONLY LOCATION WHERE

AT A MAXIMUM 1V:2H SLOPE WILL RESULT IN PERMANENT REGRADING OVER THE

8. GRADING TO TIE IN THE PROPOSED GROUND ELEVATIONS TO THE EXISTING ELEVATIONS

RECREATIONAL PATH TO BOTTOM OF EXISTING PEDESTRIAN BRIDGE.

7. MINIMUM VERTICAL CLEARANCE MEASUREMENT IS FROM TOP OF PROPOSED

6. FOR DESIGNATION OF EXISTING BURIED ELECTRIC UNDER WALL, SEE ROADWAY PLANS.

5. FOR TYPICAL SECTION THROUGH MSE WALL, SEE "MSE WALL DETAILS (1 OF 3)" SHEET.

4. FOR ADDITIONAL DRAINAGE INFORMATION, SEE ROADWAY PLANS.

3. STATIONS AND OFFSETS GIVEN ALONG £ CONST. BOS_WEST.

FRONT FACE OF MSE WALL.

2. HORIZONTAL DIMENSIONS, STATIONS, AND OFFSETS SHOWN ARE MEASURED AT THE

DEFINITION/LOCATIONS OF WORKING POINTS, SEE "MSE WALL DETAILS (1 OF 3)" SHEET.

TABLE ARE GIVEN AT WORKING POINTS ALONG THE EDGE OF THE COPING. FOR

TOP OF THE COPING ALONG THE FRONT FACE OF THE MSE WALL. ELEVATIONS IN THE

1. TOP OF WALL ELEVATIONS SHOWN ON DEVELOPED ELEVATION VIEW ARE GIVEN AT THE

EL. 18.832

STA. 3+57.29, 8.38' RT.

WALL BEND 1

EL. 22.409

STA. 4+30.33, 8.38' RT.

BEGIN LANDING 1

EL. 22.409

STA. 4+40.33, 8.38' RT.

END LANDING 1

EL. 22.852

STA. 4+49.38, 8.38' RT.

WALL BEND 2

EL. 25.978

STA. 5+13.17, 8.38' RT.

WALL BEND 3

EL. 25.945

STA. 5+34.48, 8.38' RT.

WALL BEND 4

EXISTING GROUND 2:1 SLOPE

2:1 SLOPE

PAD (TYP.)

TOP OF LEVELING

EL. 17.95

EL. 17.92

EL. 17.85

EL. 17.81

EL. 17.98

EL. 18.08

EL. 19.92

EL. 21.79

EL. 15.70

INV. EL. 15.16

STA. 4+82.08, 8.38' RT.

CONST. 48" PIPE

" TOTAL WALL LENGTH2

1429'-1

TOP OF 2'-0" COPING

EL. 21.04

EL. 19.66

UNDER PIPE, EL. 15.16

5'-0" DITCH BOTTOM CENTERED

211'-8" SEGMENT 1C

11'-9" SEGMENT 1B

" SEGMENT 1A2

1205'-8

EL. 19.60

"8 520'-0

"4 14'-5

11'-9""8 59'-018'-4"

"8 54'-0

"2 160'-3"8

192'-1"8 521'-10

EL. 25.906

STA. 5+44.23, 0.38' LT.

WALL BEND 8

EL. 25.856

0.38' LT.

STA. 5+34.33,

END LANDING 2

STA. 4+90.20, EL. 13.20

WALL STEP

STA. 5+34.48, EL. 18.20

WALL STEP

EL. 21.48

EL. 20.15

EL. 22.79

EL. 22.74

3 4

5 6

10 11

14 15

EL. 22.61

(SEE ROADWAY PLANS)

BLACK VINYL FENCING

1'-6""8 516'-11

EL. 4.7± (SEE NOTE 6)

STA. 5+43.98, 11.38' RT.

EXIST. BURIED ELECTRIC EL. 4.7± (SEE NOTE 6)

STA. 5+41.79, 0.38' LT.

EXIST. BURIED ELECTRIC

EL. 17.78

EL. 17.79

STA. 4+69.20, EL. 13.20

WALL STEP

EL. 15.70

STA. 4+95.20, EL. 15.70

WALL STEP

PROPOSED GROUND

EL. 25.975 (SEE NOTE 9)

28°43'16.7" N, 81°19'09.5" W

WALL BEND 5

EL. 25.930

STA. 5+48.67, 0.38' LT.

WALL BEND 7**

EL. 26.011

STA. 5+48.71, 11.38' RT.

WALL BEND 6**

STA. 4+74.20, EL. 12.70*

WALL STEP

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ID POINT ALONG WALL

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

rwatkin 5/23/2023 4:45:36 PM ...\Struct\MSEWallElevation02.dgn

CIP #

00205750

KEVIN B. FISCHER, P.E.

P.E. NO.: 60074

GREENMAN-PEDERSEN, INC.

1051 WINDERLEY PLACE, SUITE 400

BW-9

MSE WALL RW-1 ELEVATION (2 OF 2)

SL 05-21

M A

T C

L I

DEVELOPED ELEVATION NOTES

(TO WALL BEND 8)

(TO BEGIN WALL)

(TO WALL BEND 7)

E L

S T

E L

S T

E L

S T

E L

S T

E L

S T

L T

L L

ELEVATIONID POINT

ELEVATIONS

WORKING POINT 1

5. FOR TYPICAL SECTION THROUGH MSE WALL, SEE "MSE WALL DETAILS (1 OF 3)" SHEET.

4. FOR ADDITIONAL DRAINAGE INFORMATION, SEE ROADWAY PLANS.

3. STATIONS AND OFFSETS GIVEN ALONG £ CONST. BOS_WEST.

FRONT FACE OF MSE WALL.

2. HORIZONTAL DIMENSIONS, STATIONS, AND OFFSETS SHOWN ARE MEASURED AT THE

DEFINITION/LOCATIONS OF WORKING POINTS, SEE "MSE WALL DETAILS (1 OF 3)" SHEET.

TABLE ARE GIVEN AT WORKING POINTS ALONG THE EDGE OF THE COPING. FOR

TOP OF THE COPING ALONG THE FRONT FACE OF THE MSE WALL. ELEVATIONS IN THE

1. TOP OF WALL ELEVATIONS SHOWN ON DEVELOPED ELEVATION VIEW ARE GIVEN AT THE

KBF 06-21

18.236

18.418

18.693

22.784

22.270

22.713

22.744

25.194

25.847

25.849

WITH HANDRAIL NOT SHOWN FOR CLARITY)

(PROPOSED PEDESTRIAN/BICYCLE RAILING

NOTES AND TABLES (1 OF 2)" SHEET.

MANUFACTURER, SEE "MSE WALL GENERAL

* EL. 12.70 OR AS DESIGNED BY THE WALL

LEGEND

" TOTAL WALL LENGTH2

1429'-1

211'-8" SEGMENT 1C

EL. 25.855

STA. 5+24.01, 0.50' LT.

WALL BEND 9

EL. 22.54

STA. 4+95.45, EL. 13.20

WALL STEP

"8 520'-0 "8

775'-1 "8 192'-1 "8

119'-11

TOP OF 2'-0" COPING

INV. EL. 15.05

STA. 4+82.08, 0.38' LT.

CONST. 48" PIPE UNDER PIPE, EL. 15.05

5'-0" DITCH BOTTOM CENTERED

STA. 4+90.45, EL. 12.70*

WALL STEP

2:1 SLOPE

EXISTING GROUND

EL. 17.70

2:1 SLOPE

PAD (TYP.)

TOP OF LEVELING

EL. 22.277

STA. 4+30.33, 0.38' LT.

BEGIN LANDING 1

EL. 22.277

STA. 4+40.33, 0.38' LT.

END LANDING 1

EL. 25.854

STA. 5+13.33, 0.38' LT.

BEGIN LANDING 2

STA. 4+74.48, EL. 13.20

WALL STEP

EL. 22.720

STA. 4+49.38, 0.38' LT.

WALL BEND 10

EL. 18.700

STA. 3+57.29, 0.38' LT.

WALL BEND 11

EL. 15.70

EL. 18.02

EL. 17.95

EL. 17.70

STA. 4+69.48, EL. 15.70

WALL STEP

EL. 17.70

EL. 15.53

STA. 5+17.23, EL. 15.70

WALL STEP

EL. 18.20

PROPOSED GROUND

17 18

22 23

EL. 17.70

EL. 20.20

EL. 18.15

EL. 17.79

6" 6"

F I

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T A

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ID POINT ALONG WALL

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

rwatkin 5/23/2023 4:45:37 PM ...\Struct\MSEWallElevation03.dgn

CIP #

00205750

KEVIN B. FISCHER, P.E.

P.E. NO.: 60074

GREENMAN-PEDERSEN, INC.

1051 WINDERLEY PLACE, SUITE 400

BW-10

MSE WALL RW-2 ELEVATION (1 OF 2)

SL 05-21

NOTES

DEVELOPED ELEVATION

M A

T C

L I N

(TO END MSE WALL)

E L

S T

E L

S T

E L

S T

E L

S T

(TO WALL BEND 5)

LEGEND

WITH HANDRAIL NOT SHOWN FOR CLARITY)

(PROPOSED PEDESTRIAN/BICYCLE RAILING

ELEVATIONID POINT

ELEVATIONS

WORKING POINT 2

26.322

25.110

22.680

21.527

20.720

18.270

16.634

16.627

ELEVATIONID POINT

ELEVATIONS

WORKING POINT 1

26.260

5. FOR TYPICAL SECTION THROUGH MSE WALL, SEE "MSE WALL DETAILS (1 OF 3)" SHEET.

4. FOR ADDITIONAL DRAINAGE INFORMATION, SEE ROADWAY PLANS.

3. STATIONS AND OFFSETS GIVEN ALONG £ CONST. BOS_EAST.

FRONT FACE OF MSE WALL.

2. HORIZONTAL DIMENSIONS, STATIONS, AND OFFSETS SHOWN ARE MEASURED AT THE

DEFINITION/LOCATIONS OF WORKING POINTS, SEE "MSE WALL DETAILS (1 OF 3)" SHEET.

TABLE ARE GIVEN AT WORKING POINTS ALONG THE EDGE OF THE COPING. FOR

TOP OF THE COPING ALONG THE FRONT FACE OF THE MSE WALL. ELEVATIONS IN THE

1. TOP OF WALL ELEVATIONS SHOWN ON DEVELOPED ELEVATION VIEW ARE GIVEN AT THE

KBF 06-21

PRODUCTION OF WALL RW-2 SHOP DRAWINGS.

VERIFY THE EXISTING SIDEWALK ELEVATIONS PRIOR TO

AS SHOWN ON THE ROADWAY PLANS. CONTRACTOR SHALL FIELD

ALONG US 17-92 AND MAINTAINING A PROFILE GRADE OF 0.00%

2 AND 3 ARE BASED ON MATCHING THE EXISTING SIDEWALK

** THE PROPOSED MSE WALL COPING ELEVATIONS AT WALL BENDS

"MSE WALL GENERAL NOTES AND TABLES (1 OF 2)" SHEET.

* EL. 11.90 OR AS DESIGNED BY THE WALL MANUFACTURER, SEE

2:1 SLOPE

EL. 16.44

EL. 16.35

EL. 19.25

EL. 16.71

2:1 SLOPE

EL. 16.69

EL. 17.74

EL. 17.24

EL. 16.87

EL. 16.74

EL. 16.44

EL. 16.24 EL. 16.02

EL. 16.32

EL. 14.00

TOP OF 2'-0" COPING

PAD (TYP.)

TOP OF LEVELING

EXISTING GROUND

EL. 16.627

STA. 202+41.08, 10.38' LT.

WALL BEND 1

EL. 21.520

STA. 201+33.52, 10.38' LT.

END LANDING 2

EL. 21.520

STA. 201+23.52, 10.38' LT.

BEGIN LANDING 2

EL. 26.320

STA. 200+23.52, 14.00' LT.

END LANDING 1

EL. 26.262

0.38' RT.

STA. 200+19.01,

WALL BEND 4

EL. 26.262

0.38' RT.

STA. 200+23.52,

END LANDING 1

STA. 200+42.87, EL. 11.90*

WALL STEP

INV. EL. 13.96

STA. 200+34.11, 12.94' LT.

CONST. 36" PIPE

INV. EL. 14.05

STA. 200+25.15, 0.38' RT.

CONST. 36" PIPE

INV. EL. 13.96

STA. 200+28.48, 13.51' LT.

CONST. 36" PIPE

INV. EL. 14.05

0.38' RT.

STA. 200+30.50,

CONST. 36" PIPE

EL. 14.00

STA. 200+38.75,

WALL STEP

"2 12'-3 "2

1208'-11 "8 514'-10

PIPES, EL. 14.05

CENTERED UNDER

12'-0" DITCH BOTTOM

"4 34'-9

"4 340'-5

" SEGMENT 2C8

3229'-8

" SEGMENT 2B8

514'-10

211'-3" SEGMENT 2A

455'-10" TOTAL WALL LENGTH

EL. 16.620

STA. 202+43.37, 10.38' LT.

BEGIN MSE WALL RW-2

2 3

5 6

11 12

(SEE ROADWAY PLANS)

BLACK VINYL FENCING

TOP OF PIPE EL. 8.8±

STA. 200+51.53, 11.20 LT.

GAS MAIN

EL. 26.262

STA. 200+14.23, 0.38' RT.

WALL BEND 3**

EL. 26.320

14.38' LT.

STA. 200+16.32,

WALL BEND 2**

PROPOSED GROUND

STA. 202+13.12

EL. 16.11

STA. 200+31.30

EL. 19.20

F I

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T R

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G I

T A

G N

A L

L E

ID POINT ALONG WALL

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

rwatkin 5/23/2023 4:45:37 PM ...\Struct\MSEWallElevation04.dgn

CIP #

00205750

KEVIN B. FISCHER, P.E.

P.E. NO.: 60074

GREENMAN-PEDERSEN, INC.

1051 WINDERLEY PLACE, SUITE 400

BW-11

MSE WALL RW-2 ELEVATION (2 OF 2)

SL 05-21

M A

T C

L I N

DEVELOPED ELEVATION

NOTES

E L

S T

E L

S T

E L

S T

E L

S T

(TO WALL BEND 4)

(TO WALL BEND 3)

(TO BEGIN MSE WALL)

ELEVATIONID POINT

ELEVATION

WORKING POINT 1

WITH HANDRAIL NOT SHOWN FOR CLARITY)

(PROPOSED PEDESTRIAN/BICYCLE RAILING

LEGEND

5. FOR TYPICAL SECTION THROUGH MSE WALL, SEE "MSE WALL DETAILS (1 OF 3)" SHEET.

4. FOR ADDITIONAL DRAINAGE INFORMATION, SEE ROADWAY PLANS.

3. STATIONS AND OFFSETS GIVEN ALONG £ CONST. BOS_EAST.

FRONT FACE OF MSE WALL.

2. HORIZONTAL DIMENSIONS, STATIONS, AND OFFSETS SHOWN ARE MEASURED AT THE

DEFINITION/LOCATIONS OF WORKING POINTS, SEE "MSE WALL DETAILS (1 OF 3)" SHEET.

TABLE ARE GIVEN AT WORKING POINTS ALONG THE EDGE OF THE COPING. FOR

TOP OF THE COPING ALONG THE FRONT FACE OF THE MSE WALL. ELEVATIONS IN THE

1. TOP OF WALL ELEVATIONS SHOWN ON DEVELOPED ELEVATION VIEW ARE GIVEN AT THE

16.451

16.458

18.093

20.543

21.351

22.503

24.492

24.956

KBF 06-21

EL. 14.00 EL. 14.00

TOP OF 2'-0" COPING

EXISTING GROUND

EL. 21.358

STA. 201+23.52, 0.38' RT.

BEGIN LANDING 2

EL. 21.358

STA. 201+33.52, 0.38' RT.

END LANDING 2

EL. 24.500

STA. 200+59.39, 0.38' RT.

WALL BEND 5

EL. 16.465

STA. 202+41.08, 0.38' RT.

WALL BEND 6

EL. 16.15

EL. 16.99

EL. 17.24

EL. 16.62

EL. 16.30

EL. 15.90

"2 12'-3

455'-10" TOTAL WALL LENGTH

" SEGMENT 2C8

3229'-8

"8 3182'-1"4

340'-5

EL. 16.458

STA. 202+43.37, 0.38' RT.

END WALL RW-2

TOP OF LEVELING PAD

17 18

TOP OF PIPE EL. 8.8±

STA. 200+47.23, 0.38' RT.

GAS MAIN

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REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

rwatkin 5/23/2023 4:45:38 PM ...\Struct\MSEWallDetails01.dgn

CIP #

00205750

KEVIN B. FISCHER, P.E.

P.E. NO.: 60074

GREENMAN-PEDERSEN, INC.

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751 441484-1-58-01

LIMIT OF SOIL VOLUME

REINFORCED FILL

TYPICAL MSE WALL RW-1 SECTION

LEVELING PAD (TYP.)

WALL RW-1 (SEGMENT 1C)

FRONT FACE OF MSE

WALL RW-1 (SEGMENT 1A)

FRONT FACE OF MSE

GROUND (TYP.)

EXISTING AND PROPOSED

(T Y P

NOTES

(SEE NOTE 1) (TYP.)

WALL COPING

REINFORCING STRAP (TYP.)

TYPICAL MSE WALL RW-2 SECTION

BW-12

MSE WALL DETAILS (1 OF 3)

SL 05-21

LIMIT OF SOIL VOLUME

LEVELING PAD (TYP.)

WALL RW-2 (SEGMENT 2C)

FRONT FACE OF MSE

REINFORCING STRAP (TYP.)

(SEE NOTE 1) (TYP.)

WALL COPING

(T Y P

RW-2 (SEGMENT 2A)

FRONT FACE OF MSE WALL

GROUND (TYP.)

EXISTING AND PROPOSED

REINFORCED FILL

" CHAMFER (TYP.)4

DETAIL A

(TYPICAL AT EACH COPING EDGE;

COMPLEMENTARY SIDE MIRRORED)

WORKING POINT

FRONT FACE OF COPING

WORKING POINT 1

SEE DETAIL A

WORKING POINT 2

SEE DETAIL A

WORKING POINT 2

" CHAMFER (TYP.)4

WORKING POINT 1

(SEE NOTE 2) (TYP.)

(INDEX 515-062)

RAILING WITH HANDRAIL

¡ 42" PEDESTRIAN/BICYCLE

(SEE NOTE 2) (TYP.)

(INDEX 515-062)

RAILING WITH HANDRAIL

¡ 42" PEDESTRIAN/BICYCLE

SL 06-21

KBF 06-21

* SLOPE VARIES

(SECTION SHOWN LOOKING UPSTATION)

* SLOPE VARIES 0.000 TO 0.015 FT/FT (SEE NOTE 3)

(SECTION SHOWN LOOKING UPSTATION)

** SLOPE VARIES 0.0037 TO 0.015 FT/FT (SEE NOTE 3)

** SLOPE VARIES

1. FOR RECREATIONAL PATH AND COPING REINFORCING AND DETAILS, SEE

"RECREATIONAL PATH AND COPING REINFORCING DETAILS" SHEETS.

2. FOR BASE PLATE INSTALLATION AT TOP OF SLOPED COPING/RECREATIONAL

PATH, USE DETAIL "D" FROM INDEX 515-062.

3. FOR ADDITIONAL DETAILS ON RECREATIONAL PATH CROSS-SLOPES, SEE

ROADWAY PLANS.

PATH/£ CONST. BOS_WEST

EDGE OF RECREATIONAL

EDGE OF HANDRAIL/

RECREATIONAL PATH

TOP OF SLOPED COPING/

(SEE NOTE 1)

RECREATIONAL PATH

TOP OF 6"

OF RECREATIONAL PATH

EDGE OF HANDRAIL/EDGE

OF RECREATIONAL PATH

EDGE OF HANDRAIL/EDGE

(SEE NOTE 1)

RECREATIONAL PATH

TOP OF 6"

PATH/£ CONST. BOS_EAST

EDGE OF RECREATIONAL

EDGE OF HANDRAIL/

C O

P I N

(T Y P

M I N

6"6"

"2 14 "2

(T Y P

M I N

6" 6"

"2 14"2

C O

P I N

CLEAR WIDTH

10'-0" MIN. TO 14'-0" MAX.

10'-9" MIN. TO 14'-9" MAX.

(TYP.)

OVERALL WIDTH

9'-9" MIN. TO 12'-9" MAX.

8'-9" MIN. TO 11'-9" MAX.

CLEAR WIDTH

8'-0" MIN. TO 11'-0" MAX.

OVERALL WIDTH

11'-9" MIN. TO MAX. 15'-9" MAX.

"2 110"2

" MAX.2

1 MIN. TO 14'-10"2

110'-10" MAX.2

1 MIN. TO 11'-10"2

18'-10

12'-5"± REMOVAL LIMIT (SEE NOTE 2)

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O I N

T W

PROPOSED RECREATIONAL PATH EXISTING SIDEWALK

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

rwatkin 5/23/2023 4:45:39 PM ...\Struct\MSEWallDetails02.dgn

CIP #

00205750

KEVIN B. FISCHER, P.E.

P.E. NO.: 60074

GREENMAN-PEDERSEN, INC.

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751 441484-1-58-01

SECTION A-A

PLAN

D ir e c t io n o f

S t a t io n in g

GUTTER LINE

EXIST.

E X

T E

N D

E D

O P I N

NOTES

(REINFORCING NOT SHOWN FOR CLARITY, SEE NOTE 1)

(TO REMAIN)

EXIST. SIDEWALK

(TO REMAIN)

SHEET PILE WALL COPING

EDGE OF EXIST. STEEL

BASE PLATES

PEDESTRIAN RAILING

OUTSIDE EDGE OF

RW-1 (SEGMENT 1C)

FRONT FACE OF MSE WALL

(TO REMAIN)

SIDEWALK AND COPING

TOP OF EXIST.

(SEGMENT 1A)

MSE WALL RW-1

FRONT FACE OF

RAILING BASE PLATES

OUTSIDE EDGE OF PEDESTRIAN

PROP. COPING

EDGE OF

EDGE OF PROP. COPING

BW-13

MSE WALL DETAILS (2 OF 3)

JEB 06-21

SL 06-21

KBF 06-21

HEIGHT OF OPEN JOINT

COPING, ALONG FULL LENGTH AND

BETWEEN EXIST. AND PROP.

1" EXPANDED POLYSTYRENE

(TO REMAIN)

STEEL SHEET PILE WALL

FRONT FACE OF EXIST.

COPING (SEE NOTE 1)

PROPOSED EXTENDED

(SEE NOTE 6)

458-110) OVER 1" OPEN JOINT

" SIDEWALK COVER PLATE (INDEX2

FRONT FACE OF MSE WALL RW-1 (SEGMENT 1B)

(MSE WALL RW-1 (SEGMENT 1B) AT EXISTING COPING CONNECTION)

(SIDEWALK COVER PLATE AND PEDESTRIAN RAILING

LINEWORK NOT SHOWN FOR CLARITY)

RAILING (SEGMENT 1A)

¡ PEDESTRIAN/BICYCLE

RAILING (SEGMENT 1C)

¡ PEDESTRIAN/BICYCLE

COPING (SEE NOTE 1)

EDGE OF PROPOSED EXTENDED

WALL RW-1 (SEGMENT 1B)

FRONT FACE OF MSE

(SEE NOTES 3 AND 4)

BARRIER (PORTION TO BE REMOVED)

RAILING AND EXIST. CONCRETE

EXIST. PEDESTRAIN/BICYCLE BULLET

OF RECREATIONAL PATH

EDGE OF HANDRAIL/EDGE

£ CONST. BOS_WEST

RECREATIONAL PATH/

EDGE OF HANDRAIL/EDGE OF

(SEE NOTES 2 THROUGH 4)

OF COPING/SIDEWALK ELEVATION

BARRIER TO BE REMOVED TO TOP

RAILING AND EXIST. CONCRETE

PEDESTRAIN/BICYCLE BULLET

PORTION OF EXIST.

(SEE NOTE 7)

STA. 5+51.09, 11.38' RT.

RAILING (SEGMENT 1A)

END PEDESTRIAN/BICYCLE

(SEE NOTE 7)

STA. 5+51.33, 0.38' LT.

RAILING (SEGMENT 1C)

END PEDESTRIAN/BICYCLE

1. FOR EXTENDED COPING DETAILS, SEE "RECREATIONAL PATH AND COPING REINFORCING DETAILS" SHEETS.

2. EXISTING CONCRETE BARRIER AND BULLET RAILING TO BE REMOVED TO 1" BEHIND THE OUTSIDE EDGE OF

THE PROPOSED PEDESTRIAN RAILING BASE PLATES.

3. EXPOSED CONCRETE BARRIER EXISTING REINFORCING SHALL BE REMOVED 1" BELOW SURFACE OF EXISTING

CONCRETE AND FILLED WITH EPOXY COMPOUND, TYPE AB IN ACCORDANCE WITH SPECIFICATION SECTION 926.

EXPOSED CONCRETE BENEATH AND ON THE SIDES OF THE REMOVED CONCRETE BARRIER SHALL BE GROUND

SMOOTH OR BUILT UP WITH AN APPROVED NON-SHRINK GROUT, AS REQUIRED, TO REDUCE SURFACE

IRREGULARITIES TO 18"± OR LESS.

4. CUT ENDS OF PEDESTRIAN/BICYCLE BULLET RAILING TO BE RECONFIGURED FOR TAPERED END TRANSITIONS

PER INDEX 515-021.

5. INSTALL RAIL AND HANDRAIL EXPANSION JOINT WITH ALUMINUM SLEEVE BETWEEN POSTS ON EXISTING

COPING/SIDEWALK AND PROPOSED COPING/RECREATIONAL PATH, OVER 1" OPEN JOINT,

PER INDEX 515-062.

6. 12" SIDEWALK COVER PLATE OVER 1" OPEN JOINT SHALL BE FURNISHED AND INSTALLED PER INDEX 458-110.

AT A MINIMUM, COVER PLATE LIMITS SHALL BE THE ENTIRE LENGTH OF THE RECREATIONAL PATH CLEAR

WIDTH, OR FROM EDGE OF HANDRAIL/RECREATIONAL PATH TO EDGE OF HANDRAIL/RECREATIONAL PATH.

7. CONTRACTOR SHALL FIELD VERIFY STATION AND OFFSET FOR ¡ PEDESTRIAN RAILING CONNECTIONS AT

EXISTING GUTTERLINE.

"± REMOVAL LIMIT (SEE NOTE 2)2

115'-6

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1"1"

T O ƃ

V A

R I E

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

rwatkin 5/23/2023 4:45:39 PM ...\Struct\MSEWallDetails03.dgn

CIP #

00205750

KEVIN B. FISCHER, P.E.

P.E. NO.: 60074

GREENMAN-PEDERSEN, INC.

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751 441484-1-58-01

JEB 06-21

SL 06-21

KBF 06-21

PLAN

SECTION B-B

NOTES

BASE PLATES

PEDESTRIAN RAILING

OUTSIDE EDGE OF

(SEGMENT 2A)

MSE WALL RW-2

FRONT FACE OF

PROP. COPING

EDGE OF

D ir e c t io n o f

S t a t io n in g

RW-2 (SEGMENT 2C)

FRONT FACE OF MSE WALL

EDGE OF PROP. COPING

E X

T E

N D

E D

O P I

BW-14

MSE WALL DETAILS (3 OF 3)

BASE PLATES

PEDESTRIAN RAILING

OUTSIDE EDGE OF

E X I S

C O

P I

R O

O P

E N

O I N

T W

(SEE NOTES 2 AND 3)

RAILING (PORTION TO BE REMOVED)

EXIST. PEDESTRIAN/BICYCLE

COPING (SEE NOTE 1)

PROPOSED EXTENDED

(TO REMAIN)

STEEL SHEET PILE WALL

FRONT FACE OF EXIST.

(SEE NOTE 5)

458-110) OVER 1" OPEN JOINT

" SIDEWALK COVER PLATE (INDEX2

(TO REMAIN)

EXIST. COPING

(SEGMENT 2B)

MSE WALL RW-2

FRONT FACE OF

PILE WALL COPING (TO REMAIN)

EDGE OF EXIST. STEEL SHEET

(TO REMAIN)

EXIST. SOD

(SEE NOTES 2 AND 3)

RAILING TO BE REMOVED

PEDESTRIAN/BICYCLE

PORTION OF EXIST.

(TO REMAIN)

SHEET PILE WALL COPING

EDGE OF EXIST. STEEL

(TO REMAIN)

EXIST. SOD

RAILING (SEGMENT 2A)

¡ PEDESTRIAN/BICYCLE

RAILING (SEGMENT 2C)

¡ PEDESTRIAN/BICYCLE

STA. 200+09.68, 14.38' LT.

BEGIN HANDRAIL (SEGMENT 2A)

STA. 200+07.45, 0.38' RT.

BEGIN HANDRAIL (SEGMENT 2C)

COPING (SEE NOTE 1)

EDGE OF PROP. EXTENDED

WALL RW-2 (SEGMENT 2B)

FRONT FACE OF MSE

LINE/EDGE OF RECREATIONAL PATH

EDGE OF HANDRAIL/GUTTER

RECREATIONAL PATH/£ CONST. BOS_EAST

EDGE OF HANDRAIL/GUTTER LINE/EDGE OF

LENGTH AND HEIGHT OF OPEN JOINT

RECREATIONAL PATH, ALONG FULL

PROP. COPING AND PROP. CONCRETE

1" EXPANDED POLYSTYRENE BETWEEN

RECREATIONAL PATH

PROP. CONCRETE

PROP. CONCRETE RECREATIONAL PATH

(MSE WALL RW-2 (SEGMENT 2B) AT EXISTING COPING CONNECTION)

(SIDEWALK COVER PLATES AND ADDITIONAL PROPOSED PEDESTRIAN

RAILING LINEWORK NOT SHOWN FOR CLARITY)

(REINFORCING NOT SHOWN FOR CLARITY, SEE NOTE 1)

1. FOR EXTENDED COPING DETAILS, SEE "RECREATIONAL PATH AND COPING

REINFORCING DETAILS" SHEETS.

2. EXISTING PEDESTRIAN/BICYCLE RAILING, INCLUDING ALL CONNECTION HARDWARE,

TO BE REMOVED TO 1" BEHIND THE OUTSIDE EDGE OF THE PROPOSED

PEDESTRIAN RAILING BASE PLATES. CUT ENDS OF EXISTING PEDESTRIAN/BICYCLE

RAILINGS SHALL BE MODIFIED AS NECESSARY TO MATCH "DETAIL FOR

NON-CONTINUOUS RAILING AT CORNERS", PER INDEX 515-062.

3. EXISTING ALUMINUM HANDRAIL POST ANCHOR BOLTS IN TOP OF COPING SHALL BE

REMOVED 1" BELOW SURFACE OF EXISTING CONCRETE AND FILLED WITH EPOXY

COMPOUND, TYPE AB IN ACCORDANCE WITH SPECIFICATION SECTION 926. EXPOSED

CONCRETE BENEATH REMOVED BASE PLATES SHALL BE GROUND SMOOTH OR BUILT

UP WITH AN APPROVED NON-SHRINK GROUT, AS REQUIRED, TO REDUCE SURFACE

IRREGULARITIES TO 18"± OR LESS.

4. INSTALL PROPOSED PEDESTRIAN/BICYCLE RAIL AND HANDRAIL EXPANSION JOINT

WITH ALUMINUM SLEEVE BETWEEN POSTS ON PROPOSED COPING EXTENSION AND

PROPOSED COPING/RECREATIONAL PATH, OVER PROPOSED 1" OPEN JOINT, PER

INDEX 515-062.

5. 12" SIDEWALK COVER PLATES OVER 1" OPEN JOINT SHALL BE FURNISHED AND

INSTALLED PER INDEX 458-110. EACH COVER PLATE SHALL EXTEND FROM THE

EDGE OF THE HANDRAIL/RECREATIONAL PATH TO EDGE OF THE RAISED CURB.

SEE ROADWAY PLANS FOR RAISED CURB DETAILS.

PROP. CONCRETE RECREATIONAL PATH

PATH, ALONG FULL WIDTH OF EXIST. COPING AND LENGTH OF

COPING AND BOTTOM OF PROP. CONCRETE RECREATIONAL

PLACE EXPANDED POLYSTYRENE BETWEEN TOP OF EXIST.

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REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

rwatkin 5/23/2023 4:45:40 PM ...\MSEWallReinforcing01.dgn

CIP #

00205750

KEVIN B. FISCHER, P.E.

P.E. NO.: 60074

GREENMAN-PEDERSEN, INC.

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751 441484-1-58-01

M A

T C

L I N

T A

NOTES

BW-15

RECREATIONAL PATH AND

COPING REINFORCING DETAILS (1 OF 9)

JEB 09-21

SL 09-21

KBF 09-21

)A1 TNEMGES GNOLA DERUSAEM(

" V-GROOVE 2

1TO ¡

" EXP. JOINT4

3TO

MODIFY RADIAL/FLARED BARS AS NEEDED TO KEEP 1'-0" MAX. SPACING ALONG SEGMENT 1A.

JOINT/BEGIN RETAINING WALL SUPPORTED RECREATIONAL PATH)

(REINFORCING DIMENSIONS GIVEN FROM ¡ BAR TO ¡ EXP.

RW-1/WEST APPROACH - PARTIAL PLAN

PERPENDICULAR, WHERE REQUIRED, TO £ CONST. BOS_WEST.

4. PLACE 5L01 BARS EITHER RADIAL, WHERE REQUIRED, OR

"RECREATIONAL PATH AND COPING REINFORCING DETAILS (8 OF 9).

3. FOR V-GROOVE AND EXPANSION JOINT DETAILS, SEE

SUPPORTED RECREATIONAL PATH.

PROVIDE 2" COVER AT OPEN JOINT AND BEGIN RETAINING WALL

2. FIELD BEND AND/OR FIELD CUT 5B01 BARS AS NECESSARY TO

REINFORCING DETAILS (7 OF 9)" SHEET.

1. FOR SECTION A-A, SEE "RECREATIONAL PATH AND COPING

T E

90°00'00"

" V-GROOVE 2

1¡

£ CONST. BOS_WESTSTA. 3+37.28

SUPPORTED RECREATIONAL PATH

BEGIN RETAINING WALL

PT STA. 3+57.29

30'-0"

" EXP. JOINT4

¡ EXP. JOINT

(MEASURED ALONG SEGMENT 1A)

30'-0"

90°00'00"

3-5B01 (IN COPING)

(MEASURED ALONG SEGMENT 1A)

59-5L01 @ 1'-0" = 58'-0" (SEE NOTE 4) "4

1-5L01

(MEASURED ALONG SEGMENT 1C)

59-5L01 @ 1'-0" = 58'-0"

(MEASURED ALONG SEGMENT 1C)

30'-0"

1-5L01

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REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

rwatkin 5/23/2023 4:45:41 PM ...\MSEWallReinforcing02.dgn

CIP #

00205750

KEVIN B. FISCHER, P.E.

P.E. NO.: 60074

GREENMAN-PEDERSEN, INC.

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751 441484-1-58-01

NOTES

JEB 09-21

SL 09-21

KBF 09-21

Direction of Stationing

COPING REINFORCING DETAILS (2 OF 9)

RECREATIONAL PATH AND

M A

T C

L I N

T A

" EXP. JOINT4

3TO

" EXP. JOINT4

3TO

)C1 TNEMGES GNOLA DERUSAEM(

"4 32 "4

EVOORG-V "½ ¡ OT

TNIOJ .PXE "¾ OT

BW-16

(REINFORCING DIMENSIONS GIVEN FROM ¡ BAR TO ¡ EXP. JOINT)

T C

L I N

T A

RW-1/WEST APPROACH - PARTIAL PLAN

PERPENDICULAR, WHERE REQUIRED, TO £ CONST. BOS_WEST.

4. PLACE 5L01 BARS EITHER RADIAL, WHERE REQUIRED, OR

"RECREATIONAL PATH AND COPING REINFORCING DETAILS (8 OF 9).

3. FOR V-GROOVE AND EXPANSION JOINT DETAILS, SEE

OF RETAINING WALL.

NECESSARY TO PROVIDE 2" COVER AT OPEN JOINT AND BEGIN/END

2. FIELD BEND AND/OR FIELD CUT 5B01 AND 5B02 BARS AS

REINFORCING DETAILS (7 OF 9)" SHEET.

1. FOR SECTION A-A, SEE "RECREATIONAL PATH AND COPING

"4 19 "4

T E

(MEASURED ALONG SEGMENT 1C)

30'-0"

" V-GROOVE 2

1¡

£ CONST. BOS_WEST

PC STA. 4+49.3890°00'00"

(MEASURED ALONG SEGMENT 1C)

30'-0"

¡ EXP. JOINT

90°00'00" TC

" EXP. JOINT4

T E

30'-0"

3-5B01 (IN COPING)

3-5B02 (IN COPING)

(MEASURED ALONG SEGMENT 1C)

59-5L01 @ 1'-0" = 58'-0"

1-5L01 1-5L01

57-5L01 @ 1'-0" = 56'-0"

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REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

rwatkin 5/23/2023 4:45:42 PM ...\MSEWallReinforcing03.dgn

CIP #

00205750

KEVIN B. FISCHER, P.E.

P.E. NO.: 60074

GREENMAN-PEDERSEN, INC.

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751 441484-1-58-01

NOTES

JEB 09-21

SL 09-21

KBF 09-21

Direction of Stationing

BW-17

T C

L I N

T A

)C1 TNEMGES GNOLA DERUSAEM(

TNIOJ .PXE "¾ OT

COPING REINFORCING DETAILS (3 OF 9)

= 3'-5"

(LAP WITH 5B08)

¡ EXP. JOINT, AND AS SHOWN ON PLAN)

(REINFORCING DIMENSIONS GIVEN FROM ¡ BAR TO

RW-1/WEST APPROACH - PARTIAL PLAN5. PROVIDE A 2'-2" MINIMUM LAP FOR ALL #5 BARS, WHERE REQUIRED.

PERPENDICULAR, WHERE REQUIRED, TO £ CONST. BOS_WEST.

4. PLACE 5L02 BARS EITHER RADIAL, WHERE REQUIRED, OR

PATH AND COPING REINFORCING DETAILS (8 OF 9).

3. FOR V-GROOVE AND EXPANSION JOINT DETAILS, SEE "RECREATIONAL

2" COVER AT OPEN JOINT AND BEGIN/END OF RETAINING WALL.

2. FIEND BEND AND/OR FIELD CUT 5B02 BARS AS NECESSARY TO PROVIDE

COPING REINFORCING DETAILS (7 OF 9)" SHEET.

1. FOR SECTIONS A-A, B-B, AND C-C, SEE "RECREATIONAL PATH AND

5B09 (TOP ONLY), AND 5B15

† 90°00'00"

** LAPPED WITH 5B05

* PI STA. 5+43.98

" V-GROOVE 2

1¡

£ CONST. BOS_WEST

T E

90°00'00" TC

PT STA. 5+24.01

30'-0

¡ EXP. JOINT

28'-0"

P A

"2 12"4

= 4'-9 "±2

6-5L13 @ 11

" = 3'-5"

5-5L05 @ 10

5L12

90°00'00" TC

" EXP. JOINT4

(LAP WITH 5B05)

2'-6

4-5B07 @ 10

@ 10¼"

5-5B08"

WITH 5B05

5B06 (LAPPED

(LAPPED WITH 5B05)

"± = 9'-3"8 111-5L05 @ 11 3"

5L03

5L02

5L04

5B033

(L A P

A N

P A

C I N

G S

O T

E D

(M E

A S

U R

O N

E G

M E

N T

" V-GROOVE 2

1¡

3-5B02 (IN COPING)

1'-0" 7"

1-5B04 (TOP) & 3-5B04 (IN COPING)

(LAPPED WITH 5L05, 5B06, 5B08, 5B07

"± = 9'-3"8 111-5B05 @ 11

(IN COPING)

3-5B14

STA. 5+49.42

RECREATIONAL PATH

SUPPORTED

END RETAINING WALL

1-5L06 3-5B12 (IN COPING)

(IN COPING)

3-5B13

(IN COPING)

3-5B16

(IN COPING)

3-5B15

1-5B09 (TOP) & 3-5B09 (IN COPING)

3-5B16 (IN COPING)

57-5L01 @ 1'-0

" = 56'- 0"

1-5L01

F I

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C O

E E

E C

T R

O N

G I

T A

G N

A L

L E

F I

C I

C O

E E

E C

T R

O N

G I

T A

G N

A L

L E

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

rwatkin 5/23/2023 4:45:44 PM ...\MSEWallReinforcing04.dgn

CIP #

00205750

KEVIN B. FISCHER, P.E.

P.E. NO.: 60074

GREENMAN-PEDERSEN, INC.

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751 441484-1-58-01

M A

T C

L I N

T A

Direction of Stationing

(L A P P

NOTES

JOINT/BEGIN RETAINING WALL SUPPORTED RECREATIONAL PATH)

(REINFORCING DIMENSIONS GIVEN FROM ¡ BAR TO ¡ EXP.

JEB 09-21

KBF 09-21

SL 09-21

KBF 09-21

RECREATIONAL PATH AND

COPING REINFORCING DETAILS (4 OF 9)

BW-18

(MEASURED ALONG SEGMENT 2C)

)C2

TNEMGES G

NOLA DERUSAEM(

" EXP. JOINT

3TO

)C2

TNEMGES G

NOLA DERUSAEM(

TO ½" V-GROOVE

RECREATIONAL PATH STA. 200+13.52

** BEGIN RETAINING WALL SUPPORTED

* PCC STA. 200+19.01

)A2 T

N E

S G

NOL

D E

R U

S A

E M(

)A2 T

NEMGES

GNOL

DERUSAEM(

)A2 T

NEMGES

GNOL

DERUSAE

(L A P P E

D W

6. PROVIDE 2'-2" MINIMUM LAP FOR ALL #5 BARS, WHERE REQUIRED.

STATIONS AND OFFSETS, SEE "MSE WALL RW-2 PLAN" SHEET.

5. FOR ADDITIONAL INFORMATION ON LOCATION OF WALL BENDS, INCLUDING

BARS RADIAL TO £ CONST. BOS_EAST.

4. PLACE 5L06 BARS RADIAL TO SEGMENT 2A WALL COPING AND PLACE 5L07

PATH AND COPING REINFORCING DETAILS (8 OF 9).

3. FOR V-GROOVE AND EXPANSION JOINT DETAILS, SEE "RECREATIONAL

WALL SUPPORTED RECREATIONAL PATH.

PROVIDE 2" COVER AT EXPANSION JOINT AND BEGIN/END RETAINING

2. FIELD BEND AND/OR FIELD CUT 5B01 AND 5B02 BARS AS NECESSARY TO

COPING REINFORCING DETAILS (8 OF 9)" SHEETS.

COPING REINFORCING DETAILS (7 OF 9)" AND "RECREATIONAL PATH AND

1. FOR SECTIONS A-A, C-C, AND D-D, SEE "RECREATIONAL PATH AND

RW-2/EAST APPROACH - PARTIAL PLAN

1'-0"

59-5L07 @ 1'-0" = 58'-0"

'-1

P A

5L01

5L03

5L04

5L02

PCC STA. 200+59.39

'-9

-5

S P L

T Y P

L A P

(SEE NOTE 5)

WALL BEND 4

£ CONST. BOS_EAST

R I E

M I N

T O

M A

T O

M A

M I N

V A

R I E

(S E

O T

(SEE NOTE 5)

WALL BEND 5

" EXP. JOINT

30'-0"

W/5B04)

(LAPPED

5L08

90°00'00" TC

84°17'20" TC

¡ ½" V-GROOVE

¡ EXP. JOINT

S P

LIC

(TYP

2'-2" M

. LA

90°00'00" TC

(L A P P E

D W

(L A P P

L (S

E E

O T E

17'-2

27'-5

¡ EXP. JOINT

3-5B04 (IN COPING)

1-5B04 (LAPPED WITH 5L08) (TOP)

3-5B02 (IN COPING)

3-5B01 (IN COPING)

WITH 5B04) (IN COPING)

3-5B07 (LAPPED

AND 5B05) (IN COPING)

3-5B06 (LAPPED WITH 5B02

COPING)

5B05) (IN

WITH 5B04 AND

3-5B06 (LAPPED

(IN COPING)

WITH 5B06)

(LAPPED

3-5B05

"±8

36 PAIRS OF 5L06 @

1'-0" =

35'-0"

1-5L07

4-5L07 @ 1'-0"± = 3'-0"

OF 5L06

1 PAIR

F I

C I

C O

E E

E C

T R

O N

G I

T A

G N

A L

L E

F I

C I

C O

E E

E C

T R

O N

G I

T A

G N

A L

L E

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

rwatkin 5/23/2023 4:45:44 PM ...\MSEWallReinforcing05.dgn

CIP #

00205750

KEVIN B. FISCHER, P.E.

P.E. NO.: 60074

GREENMAN-PEDERSEN, INC.

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751 441484-1-58-01

M A

T C

L I N

T A

M A

T C

L I N

T A

NOTES

BW-19

COPING REINFORCING DETAILS (5 OF 9)

KBF 09-21

SL 09-21

KBF 09-21

Direction of Stationing

(REINFORCING DIMENSIONS GIVEN FROM ¡ BAR TO ¡ EXP. JOINT)

)C2

TNEMGES G

NOLA

)C2 TNEMGES GNOLA DERUSAEM(

" EXP. JOINT

3TO

" EXP. JOINT

3TO

" EXP. JO

INT

4. PLACE 5L07 BARS RADIAL TO £ CONST. BOS_EAST.

PATH AND COPING REINFORCING DETAILS (8 OF 9).

3. FOR V-GROOVE AND EXPANSION JOINT DETAILS, SEE "RECREATIONAL

SUPPORTED RECREATIONAL PATH.

2"…

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File details come from the government source that posted it. Updated Jun 27, 2025.