ICK SCOTT I KE DEW GOVERNOR SECRETARY #625-000-001 FDOT Design Manual 120-Design Submittals 120.2.3.2 Cover Sheet The Cover Sheet contains the following: (1) Project Identification:

RICK SCOTT GOVERNOR

Florida Department of Transportation 605 Suwannee Street

Tallahassee, FL 32399-0450 MIKE DEW

SECRETARY

ROADWAY DESIGN MEMORANDUM 17-04 OFFICE OF ENVIRONMENTAL MANAGEMENT MEMORANDUM 17-02

DATE:

TO:

FROM:

COPIES:

SUBJECT:

September 19, 2017

District Directors of Transportation Operations, District Directors of Transportation Development, District Design Engineers, District Construction Engineers, District Geotechnical Engineers, District Structures Design Engineers, District Maintenance Engineers, District Roadway Design Engineers, District Traffic Operations Engineers, District Program Management Engineers, District Materials Engineers, District Environmental Managers . ~

Michael Shepard, P.E., State Roadway Design Engineer /J!'lt#; / Jason Watts, Director, Office of Environmental Management fv-' Brian Blanchard, Courtney Drummond, Tim Lattner, David Sadler, Rudy Powell, Amy Tootle, Dan Scheer, Vern Danforth, Robert Robertson, John Krause, Gregory Schiess, Erik Fenniman, Stefanie Maxwell, Trey Tillander, Jeffrey Ger (FHW A), Nick Finch (FHW A), Buddy Cunhill (FHW A), Khoa Nguyen (FHW A), Bren George (FHW A)

Typical Section Package and Roadway Key Sheet Updates

This Memorandum is providing information on upcoming changes to the Department' s Typical Section Package and the Roadway Key Sheet. These changes will be incorporated in the FDOT Design Manual (FDM), but not the Plans Preparation Manual (PPM).

Typical Section Package

The new format has been developed to digitally sign and deliver Typical Section Packages, and is detailed in draft FDM 120.2.3, which is included as Attachment A. The new format will be added to the FDOT CADD Software in the next Maintenance Release in October 2017.

The assignment of a context classification for the roadway will be required with the implementation of the FDM. The context classification will be documented in the Typical Section Package; therefore, the new format is required for projects that use context classification as a design control.

Key Sheet

The standard Roadway Key Sheet has been modified as follows:

1. The Summary of Quantities sheets will be placed at the end of the Index of Roadway Plans. a. This change is effective on projects with lettings on or after July 2018.

www.fdot.gov

www.fdot.gov

Roadway Design Memorandum 17-04 Office of Environmental Management 17-02 Typical Section Package and Roadway Key Sheet Updates Page 2 of 2

www.fdot.gov

2. Box Culvert plan sheets will no longer be placed in the Roadway component plans. These sheets will be placed in the Structure component plans, even when there are no bridge plans.

a. This change is effective on projects with lettings on or after July 2018.

3. The Governing Standard Plans note will replace the Governing Design Standards note. a. This change will be implemented in accordance with Roadway Design Bulletin 17-06.

These updates are reflected in the draft FDM, and Exhibits 302-1 and 302-2 provide an example of the Key Sheet, which are included as Attachment B.

CONTACT Paul Hiers, P.E. Mary Jane Hayden, P.E., PMP Roadway Design Criteria Administrator Roadway Design Engineer [email protected] [email protected] Vern Danforth , P.E. Victor Muchuruza, PhD, P.E., PTOE State CADD Engineer/Coordinator State Environmental Development Engineer [email protected] [email protected] MS/mjh

Attachments:

Attachment A – FDM 120.2.3 Attachment B – Exhibits 302-1 and 302-2

http://www.fdot.gov/design/bulletins/RDB17-06.pdf

mailto:[email protected]




www.fdot.gov

Attachment A

FDM 120.2.3

Topic #625-000-001 FDOT Design Manual

120-Design Submittals

120.2.3 Typical Section Package

The purpose of the typical section package is to establish and document the following:

• Project Controls

• Cross Sectional Elements

• Design Variations and Design Exceptions

Prepare a typical section package for projects that alter cross section elements and for resurfacing projects. The typical section package must be prepared and sealed by the EOR.

There are two formats available in the FDOT CADD Software for the development of typical section packages:

1. Digitally signed and sealed Typical Section Packages as described in this chapter.The Typical Section Package consists of a Cover Sheet and Proposed TypicalSection Sheets as illustrated in Exhibits 120-1 through 120-4.

2. 2017 PPM Typical Section Packages as described in PPM Volume 1, Chapter 16.This format may be used for projects that do not require context classification andare manually signed and sealed.

120.2.3.1 Approval Process

The typical section package will be approved as part of the Project Development & Environmental (PD&E) process. Typical section package preparation and coordination between the responsible PD&E Engineer and the District Design Engineer typically occurs during the development of project alternatives prior to the preferred alternative selection. The responsible PD&E Engineer will prepare, seal, and submit the typical section package for concurrence. Typical section package concurrence by the District Design Engineer is obtained after the preferred alternative is selected. Include a copy of the approved typical section package as part of the PD&E Final Preliminary Engineering Report.

For projects that do not contain a PD&E phase, the typical section package is prepared, sealed and submitted by the EOR for concurrence by the District Design Engineer. The typical section package should receive concurrence prior to the final engineering process.



120.2.3.2 Cover Sheet

The Cover Sheet contains the following: (1) Project Identification: Place the Financial Project ID number(s) immediately under

the heading "TYPICAL SECTION PACKAGE" at the top of the sheet. When the project involves Federal funds, place the words "(Federal Funds)" under the Financial Project ID. Place the county name and roadway section number associated with the Straight Line Diagrams under the Financial Project ID or “(Federal Funds)”. Include a description of work type under the state road number.

(2) Project location map: See FDM 302.4 for requirements. (3) EOR Signature Block: See FDM 130 for requirements. (4) Sheet Index: Provide an index of sheets contained in the package that the EOR

is responsible for. (5) Typical Section Concurrence Block: Concurrence from the District Design

Engineers for all typical sections is required. Other concurrence signatures may be included; e.g., District Structures Design Engineer for bridge typical sections, County Engineer for local roadway typical sections.

(6) Concurrence of the typical section package by the FHWA Transportation Engineer is required on Projects of Division Interest (PoDI). Refer to FDM 125 for additional information concerning PoDI.

(7) Design Speed and Posted Speed Concurrence Block: The District Design Engineer and District Traffic Operations Engineer will discuss and agree to the posted speed. The selected design speed will be jointly approved by the District Design Engineer and the District Traffic Operations Engineer with a declaration that the posted speed is not expected to exceed the selected design speed.

(8) Context Classification Concurrence Block: Context classification is determined by FDOT district staff on all projects. Coordinate with the FDOT Project Manager to obtain context classification(s). Concurrence from the District Intermodal Systems Development (ISD) Manager for the context classification assigned to each typical section is required.

120.2.3.1 Typical Section Sheet

Provide Typical Section Sheets for the state roadway and bridges for project limits that include:

• A change in the number of through lanes.



• A change in Project Controls; Functional Classification, Context Classification, or Design Speed

• Change in facility type; e.g. flush shoulder roadway to curbed roadway.

• A crossroad which may affect an existing structure.

Provide a Typical Section Sheet for intersecting roadway when work of significant length is required.

The Proposed Typical Section Sheet contains the following:

(1) Project Controls: Indicate the applicable control that applies to the typical section (context classification, functional classification, highway system, and access classification).

(2) Criteria: Indicate the type of construction. (3) Design Variations and Design Exceptions: List anticipated Exceptions and

Variations that relate to the typical section. (4) Traffic Data: provide the following,

(a) Current Year and AADT (b) Estimated Opening Year and AADT (c) Estimated Design Year and AADT (d) K, D, T (24 hour) factors. (e) Design Year T factor (f) Design Speed and Posted Speed

(5) Roadway Typical Section Drawing: provide the following, (a) Name of Roadway and Mile Post Limits (station limits or street names may

be used when Mile Post data is not available). (b) Centerline Construction and/or Baseline Survey (label) (c) Lanes (label type, dimension width, show cross slope) (d) R/W Line (graphically show, label and dimension from centerline const.) (e) Shoulder (label and dimension width, show cross slope, paved shoulder is

dimensioned and labeled separately) (f) Curb (graphically show curb, label curb type) (g) Median (graphically show median, dimension width, show slopes) (h) Slopes (label and dimension)



(i) Border Width (label and dimension for new construction / reconstruction) (j) Ditches (show typical front slope and typical back slope, dimension typical

ditch width and depth, and label) (k) Natural Ground Line (graphically show and label) (l) Pavement and Roadbed (graphically show) (m) Barriers (graphically show, dimension, and label) (n) Sidewalk or Shared Use Path (graphically show, dimension width, and

label) (6) Bridge Typical Section Drawing: provide the following,

(a) Bridge Description w/ Crossing Information (b) Centerline Construction and/or Baseline Survey (label) (c) Lanes (label type, dimension width, show cross slope) (d) R/W Line (graphically show, label and dimension from centerline const.) (e) Shoulder (label and dimension width, show cross slope (f) Gutter (graphically show, dimension width) (g) Median (graphically show, dimension width) (h) Barriers (graphically show including railing, dimension width, and label) (i) Sidewalk or Shared Use Path (graphically show, dimension width, and

label)

9/14/2017 1:09:42 PM

1

NO.SHEET

SIGNED AND SEALED BY:THIS DOCUMENT HAS BEEN DIGITALLY

ON THE ELECTRONIC DOCUMENTS.THE SIGNATURE MUST BE VERIFIEDNOT CONSIDERED SIGNED AND SEALED.PRINTED COPIES OF THIS DOCUMENT ARE

APPROVED BY:

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FDOT DISTRICT DESIGN ENGINEER

TYPICAL SECTION PACKAGE

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R-1

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BEGIN BRIDGE#469998

END BRIDGE#469998

BEACH

MEXICO

TO

CITY

PANAMA

TO

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Pop. 12,253

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Long

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4,598

22

2323

3026

30A

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22

2322

98

30A

2315

MP 1.560

BEGIN PROJECT

MP 7.560

END PROJECT

TYPICAL SECTION PACKAGE

DEVELOPMENT MANAGER

FDOT DISTRICT INTERMODAL SYSTEMS

STATE OF

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No 99995

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16:40:48 - 4'00'

Date: 2017.10.09

LEIA I. CROSSWELL

LEIA I. CROSSWELL, P.E. NO. 99995CERTIFICATE OF AUTHORIZATION: 12345TALLAHASSEE, FL 32301123 MAIN STREETROADWAY ENGINEERS, INC.

CONCURRENCE:

CONTEXT CLASSIFICATION

ENGINEER

FDOT DISTRICT TRAFFIC OPERATIONS

SPEED CONCURRENCE:

DESIGN SPEED AND POSTED

WEWAHITCHKA

TO

MP 3.471

MP 3.422

08:11:45 - 4'00'

Date: 2017.10.11

LAN B. SOLO

Mariano's Sw

amp

MJ'S ISLAND

Paul's Pt.

James

FDOT DISTRICT DESIGN ENGINEER FHWA TRANSPORTATION ENGINEER

08:12:33 - 4'00'

Date: 2017.10.11

LAN B. SOLO

14:10:15 - 4'00'

Date: 2017.10.10

GARTH PAUL

TYPICAL SECTION CONCURRENCE

12:01:30 - 4'00'

Date: 2017.10.10

REY-REY OLAY

DESIGN ENGINEER

FDOT DISTRICT STRUCTURES

4321

SHEET NO

TYPICAL SECTION NO. 3TYPICAL SECTION NO. 2TYPICAL SECTION NO. 1COVER SHEET

SHEET DESCRIPTION

Date: 1/1/18

Exhibit 120-1

15:11:45 - 4'00'

Date: 2017.10.10

J.T. HUTT

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

FINANCIAL PROJECT ID 123456-1-52-01

BAY COUNTY (46080)

STATE ROAD NO. 22 (WEWA HWY)

RECONSTRUCTION OF SR 22 FROM 2-LANE TO 4-LANE

9/14/2017 1:10:06 PM

THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC

FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23

.004, F.A.C.

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G15-23.004,

F.

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C.

PROJECT CONTROLS

( )

( )

( )

5 - RESTRICTIVE w/440 ft. Connection Spacing

4 - NON-RESTRICTIVE w/2640 ft. Signal Spacing

7 - BOTH MEDIAN TYPES


2 - RESTRICTIVE w/Service Roads

1 - FREEWAY


NEW CONSTRUCTION / RECONSTRUCTION

ACCESS CLASSIFICATION

CRITERIA

( )

( )

( )

STATE HIGHWAY SYSTEM

( ) NATIONAL HIGHWAY SYSTEM

( )

( )

( )

HIGHWAY SYSTEM

STRATEGIC INTERMODAL SYSTEM

( )

( )

( )

( )

( )

( )

( )

( )

( )

( )

TRAFFIC DATA

2

NO.SHEET

( ) LOCAL

( )

( )

FUNCTIONAL CLASSIFICATION

( )

( )

( )


C1 : NATURAL

C2 : RURAL

( )( )

C2T : RURAL TOWN

C6 : URBAN CORE

C5 : URBAN CENTER

C4 : URBAN GENERAL

C3R : SUBURBAN RES.

C3C : SUBURBAN COMM.

OFF-STATE HIGHWAY SYSTEM

RRR (ARTERIALS & COLLECTORS)

RESURFACING (LA FACILITIES)

( )

INTERSTATE

FREEWAY/EXPWY.

PRINCIPAL ARTERIAL

MINOR ARTERIAL

MAJOR COLLECTOR

MINOR COLLECTOR

POSTED SPEED = 30 MPH

DESIGN SPEED = 35 MPH

DESIGN HOUR T = 1%

K = 6% D = 55% T = 2% (24 HOUR)

ESTIMATED DESIGN YEAR = 2040 AADT = 30600

ESTIMATED OPENING YEAR = 2020 AADT = 25800

CURRENT YEAR = 2018 AADT = 22800

NOT TO SCALE

0.02 0.02

22'

CONCRETE SIDEWALK

CONCRETE SIDEWALK

8'-9" 8'-9"

0.040.04

0.02

R/W LINE

0.02

SOD

R/W LINE

11' 11'11' 11'

29' 29'

6'

TYPE F CURB

TYPE E CURB

TYPE F CURB

6'

R/W VARIES (52' MIN.) R/W VARIES (52' MIN.)

� CONST.

LANE

BIKE

7'

TRAVEL LANES

22'

TRAVEL LANES

22'

LANE

BIKE

7'

X

X

X

X

X

( ) N/A : L.A. FACILITY

RELATED TO TYPICAL SECTION:

POTENTIAL EXCEPTIONS AND VARIATIONS

FINANCIAL PROJECT ID

123456-1-52-01

0.020.02

NATURAL GROUND

NATURAL GROUND

SOD

5'

BORDER

10'

BORDER

13'

TYPICAL SECTION No. 1

MP 3.471 TO MP 3.725

MP 1.560 TO MP 3.422

SR 22

0.02 0.02

DESIGN VARIATIONS

Date: 1/1/18

Exhibit 120-2

1. BORDER WIDTH

SOD

2'

TRAFFIC DATA



DESIGN HOUR T = 1%

K = 6% D = 55% T = 2% (24 HOUR)




NOT TO SCALE

22'

R/W LINE R/W LINE

11' 11'11' 11'

29' 29'

� CONST.

LANE

BIKE

7'

TRAVEL LANES

22'

TRAVEL LANES

22'

LANE

BIKE

7'

0.02 0.020.020.020.020.02

R/W VARIES (50' MIN.) R/W VARIES (50' MIN.)

0.040.04

WALK

SIDE-

6'

WALK

SIDE-

6'

RAISED MEDIAN

17'

9/14/2017 1:10:17 PM



.004, F.A.C.

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PROJECT CONTROLS

( )

( )

( )






1 - FREEWAY




CRITERIA

( )

( )

( )



( )

( )

( )

HIGHWAY SYSTEM


( )

( )

( )

( )

( )

( )

( )

( )

( )

( )

3

NO.SHEET

( ) LOCAL

( )

( )


( )

( )

( )


C1 : NATURAL

C2 : RURAL

( )( )

C2T : RURAL TOWN

C6 : URBAN CORE

C5 : URBAN CENTER

C4 : URBAN GENERAL

C3R : SUBURBAN RES.





( )

INTERSTATE

FREEWAY/EXPWY.

PRINCIPAL ARTERIAL

MINOR ARTERIAL

MAJOR COLLECTOR

MINOR COLLECTOR

X

X

X

X

X





123456-1-52-01


1'-4"

TRAFFIC RAILING

36" SINGLE-SLOPE

1'-4" 12"12"

TRAFFIC RAILING

36" SINGLE-SLOPE

0.02 0.02

MP 3.422 TO MP 3.471

SR 22 OVER CALLAWAY BAYOU

Date: 1/1/18

Exhibit 120-3

9/14/2017 1:10:31 PM



.004, F.A.C.

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PROJECT CONTROLS

( )

( )

( )






1 - FREEWAY




CRITERIA

( )

( )



( )

( )

( )

HIGHWAY SYSTEM


( )

( )

( )

( )

( )

( )

( )

( )

( )

( )

TRAFFIC DATA

NO.SHEET

( ) LOCAL

( )

( )


( )

( )

( )


C1 : NATURAL

C2 : RURAL

( )

C2T : RURAL TOWN

C6 : URBAN CORE

C5 : URBAN CENTER

C4 : URBAN GENERAL

C3R : SUBURBAN RES.





( )

INTERSTATE

FREEWAY/EXPWY.

PRINCIPAL ARTERIAL

MINOR ARTERIAL

MAJOR COLLECTOR

MINOR COLLECTOR



DESIGN HOUR T = 1%

K = 6% D = 55% T = 2% (24 HOUR)




NOT TO SCALE

X

X

X

X





123456-1-52-01


MP 3.725 TO MP 7.560

SR 22

(X)

( )

4

SEE CROSS SECTIONS

DEPTH AND WIDTH VARY

R/W LINE

TYP.

5'

1:4

1:6TY

P.

3.5'

0.060.02 0.02

12'12'

1:6

20' 20'

1:6

0.060.02

0.02

12' 12'

0.05

1:6

R/W LINE� CONST.

SHLDR.

8'

SHLDR.

8'

0.05

4' SHLDR. PAVT.

NATURAL GROUND

5' SHLDR. PAVT. 5' SHLDR. PAVT.TRAVEL LANES

24'

SHLDR.

10'

TRAVEL LANES

24'

SHLDR.

10' 40' BORDER40' BORDER

GROUND

NATURAL

R/W VARIES (94' MIN.)R/W VARIES (94' MIN.)

Exhibit 120-4

Date: 1/1/18

Attachment B

Exhibits 302-1 and 302-2

N

LOCATION OF PROJECT

Date: 1/1/18

R-1

2

W

R-1

3

W

R 13

W

R 14

W

T 3 S

T 4 S

R 14

W

R 13

W

R 13

W

R 12

W

T 4 S

T 3 S

STA. 231+29.85STA. 232+61.63

BEGIN BRIDGE#469998 END BRIDGE#469998

WEWAHITCHKA

TO

BEACH

MEXICO

TO

CITY

PANAMA

TO

STATE OF FLORIDA


CONTRACT PLANS

11:10:00 AM9/19/2017


BAY COUNTY (46080)

(FEDERAL FUNDS)

INDEX OF ROADWAY PLANS

BEE LINEEXPRESSWAY

FLO

RID

A S

TU

RNPIK

E

10

PENSACOLA

FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

75

10

LAKE CITY 295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

4

NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

275

SARASOTA -

BRADENTON75

95

FT PIERCE

FT MYERS

WEST

PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

MP 1.560

STA. 125+87.16

BEGIN PROJECT

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ENGINEER OF RECORD:

ROADWAY PLANS

123456-1-56-01, 123457-1-52-01, 123457-1-56-01WITH FINANCIAL PROJECT ID(S): THIS PROJECT TO BE LET TO CONTRACT

MP 7.560

STA. 442+67.16

END PROJECT

24

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31

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24 19

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3233

34

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8 9

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151617

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3136

1

35

2

11 12

13

14

2021

2223

26

20 21

22

272829

2530

24 19 23

26

California Swam

p

MillBayou

Pop. 12,253

CALLAWAY

Parker

Br.

Cr.Boggy

Cushion

Cr.

Reedy

Cr. L

awton

Br.

Calla

way

Creek

Mill

Bayou

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Bayou

Emmons

Bayou

Callaway

Bayou

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Bayou

Laird

Bayou

Long

Point

Wilson Pt.

Smith Pt.Laird Pt.

PITTS ISLAND

4,598

SHEET NO. SHEET DESCRIPTION

FDOT PROJECT MANAGER:

BEN K. UWAIBI, P.E.

NO.

SHEET

1

CONTRACT NO.

CONSTRUCTION

T0000

22

2323

3026

30A

2325

22

2322

98

30A

2315

CONTRACT PLANS COMPONENTS

YEAR

FISCAL

18

TOLL FACILITIES PLANS

STRUCTURE PLANS

ARCHITECTURAL PLANS

LANDSCAPE PLANS

LIGHTING PLANS

INTELLIGENT TRANSPORTATION SYSTEMS PLANS

SIGNALIZATION PLANS

SIGNING AND PAVEMENT MARKING PLANS

ROADWAY PLANS

CERTIFICATE OF AUTHORIZATION NO.: 12345

VENDOR NO.: 99-999999

CONTRACT NO.: C0000

(850) 671-1313

TALLAHASSEE, FL 32301

123 MAIN STREET

ROADWAY ENGINEERS, INC.

LUKE S. WALKER, P.E. NO.: 99991

https://goo.gl/maps/zmmkmmoLDvk


signed and sealed document.

This sheet is contained in a separate digitally

only to indicate that it is part of the Roadway Plans.

* This sheet is included in the Index of Roadway Plans

Original Key SheetExhibit 302-1

GOVERNING STANDARD SPECIFICATIONS:

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

for Road and Bridge Construction at the following website:

Florida Department of Transportation, July 2018 Standard Specifications

GOVERNING STANDARD PLANS:

Component.

Standard Plans for Bridge Construction are included in the Structures Plans

APPLICABLE IRs: IR536-001-01, IR521-001-01

following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2018-19 Standard Plans for Road and

GR-1* ROADWAY SOIL SURVEY

SQ-1 - SQ-6 SUMMARY OF QUANTITIES

51 - 55 SELECTIVE CLEARING AND GRUBBING

46 - 50 UTILITY ADJUSTMENTS

42 - 45 TEMPORARY TRAFFIC CONTROL PLANS

41 STORMWATER POLLUTION PREVENTION PLAN

30 - 40 CROSS SECTIONS

29 SPECIAL DETAILS

28 LATERAL DITCH CROSS SECTIONS

27 LATERAL DITCH PLAN-PROFILES

20 - 26 DRAINAGE STRUCTURES

19 INTERSECTION LAYOUT

18 SPECIAL PROFILES

17 TRAFFIC MONITORING SITE

13 - 16 ROADWAY PLAN-PROFILES

12 GENERAL NOTES

11 PROJECT CONTROL

10 PROJECT LAYOUT

9 OPTIONAL MATERIALS TABULATION

8 SUMMARY OF DRAINAGE STRUCTURES

7 TYPICAL SECTION DETAILS

5 - 6 TYPICAL SECTIONS

4 DRAINAGE MAP

3 SUMMARY OF PAY ITEMS

2 SIGNATURE SHEET

1 KEY SHEET

LANDSCAPE IRRIGATION SLEEVESD591-001

DEVELOPMENTAL STANDARD PLANS:

N

LOCATION OF PROJECT

R-1

2

W

R-1

3

W

R 13

W

R 14

W

T 3 S

T 4 S

R 14

W

R 13

W

R 13

W

R 12

W

T 4 S

T 3 S

STA. 231+29.85

BEGIN BRIDGE#469998

WEWAHITCHKA

TO

BEACH

MEXICO

TO

CITY

PANAMA

TO

STATE OF FLORIDA

DESCRIPTIONDATE

11:10:25 AM9/19/2017

BEE LINEEXPRESSWAY

TU

RNPIK

E

10

PENSACOLA

FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

75

10

LAKE CITY 295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

4

NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

275

SARASOTA -

BRADENTON75

95

FT PIERCE

FT MYERS

WEST

PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

KEY SHEET REVISIONS

1

10-14-17

TH

E

OF

FI

CI

AL

RE

CO

RD

OF

THI

S

SH

EE

T I

S

TH

E

EL

EC

TR

ONI

C

FI

LE

DI

GI

TA

LL

Y

SI

GN

ED

AN

D

SE

AL

ED

UN

DE

R

RU

LE 61

G15-23.004,

F.

A.

C.

123456-1-56-01, 123457-1-52-01, 123457-1-56-01WITH FINANCIAL PROJECT ID(S): THIS PROJECT TO BE LET TO CONTRACT


CONTRACT PLANS


BAY COUNTY (46080)

(FEDERAL FUNDS)


REVISIONS:

1


1 Structure Sheets B-1 & C-1 THRU C-10 (Revised 10-14-17)

REVISIONS

USE CLOUD FOR POST-LET

& 28A to index

Added Sheet Numbers 2A

MP 7.560

STA. 442+67.16

END PROJECT

24

25

36

1

19

30

31

6

7

18

24 19

2530

3233

34

345

8 9

10

151617

7

6

3136

1

35

2

11 12

13

14

2021

2223

26

20 21

22

272829

2530

24 19 23

26

California Swam

p

MillBayou

Pop. 12,253

CALLAWAY

Parker

Br.

Cr.Boggy

Cushion

Cr.

Reedy

Cr. L

awton

Br.

Calla

way

Creek

Mill

Bayou

aE s

Bayou

Emmons

Bayou

Callaway

Bayou

ciP

al ene

Bayou

l

Cooks

Bayou

Laird

Bayou

Long

Point

Wilson Pt.

Smith Pt.Laird Pt.

PITTS ISLAND

4,598

INDEX OF ROADWAY PLANS

SHEET NO. SHEET DESCRIPTION

1

1

Roadway Sheet 1, 2A, 27, & 35A (Revised 10-14-17)

MP 1.560

STA. 125+87.16

BEGIN PROJECT

Date: 1/1/18

NO.

SHEET

1A

CONTRACT NO.

CONSTRUCTION

T0000

FDOT PROJECT MANAGER:

BEN K. UWAIBI, P.E.

ENGINEER OF RECORD:

ROADWAY PLANS

22

2315

2323

3026

30A

2325

22

2322

98

30A

GOVERNING STANDARD SPECIFICATIONS:

CONTRACT PLANS COMPONENTS

YEAR

FISCAL

18

FLO

RID

A S

TOLL FACILITIES PLANS

STRUCTURE PLANS

ARCHITECTURAL PLANS

LANDSCAPE PLANS

LIGHTING PLANS

INTELLIGENT TRANSPORTATION SYSTEMS PLANS

SIGNALIZATION PLANS

SIGNING AND PAVEMENT MARKING PLANS

ROADWAY PLANS

CERTIFICATE OF AUTHORIZATION NO.: 12345

VENDOR NO.: 99-999999

CONTRACT NO.: C0000

(850) 671-1313

TALLAHASSEE, FL 32301

123 MAIN STREET

ROADWAY ENGINEERS, INC.

LUKE S. WALKER, P.E. NO.: 99991

https://goo.gl/maps/zmmkmmoLDvk


signed and sealed document.

This sheet is contained in a separate digitally

only to indicate that it is part of the Roadway Plans.

* This sheet is included in the Index of Roadway Plans

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

for Road and Bridge Construction at the following website:

Florida Department of Transportation, July 2018 Standard Specifications

Revision Key SheetExhibit 302-2

STA. 232+61.63

END BRIDGE#469998

GOVERNING STANDARD PLANS:

Component.

Standard Plans for Bridge Construction are included in the Structures Plans

APPLICABLE IRs: IR536-001-01, IR521-001-01

following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2018-19 Standard Plans for Road and

GR-1* ROADWAY SOIL SURVEY

SQ-1 - SQ-6 SUMMARY OF QUANTITIES

51 - 55 SELECTIVE CLEARING AND GRUBBING

46 - 50 UTILITY ADJUSTMENTS

42 - 45 TEMPORARY TRAFFIC CONTROL PLANS

41 STORMWATER POLLUTION PREVENTION PLAN

30 - 40 CROSS SECTIONS

29 - 29A SPECIAL DETAILS

28 - 28A LATERAL DITCH CROSS SECTIONS

27 LATERAL DITCH PLAN-PROFILES

20 - 26 DRAINAGE STRUCTURES

19 INTERSECTION LAYOUT

18 SPECIAL PROFILES

17 TRAFFIC MONITORING SITE

13 - 16 ROADWAY PLAN-PROFILES

12 GENERAL NOTES

11 PROJECT CONTROL

10 PROJECT LAYOUT

9 OPTIONAL MATERIALS TABULATION

8 SUMMARY OF DRAINAGE STRUCTURES

7 TYPICAL SECTION DETAILS

5 - 6 TYPICAL SECTIONS

4 DRAINAGE MAP

3 SUMMARY OF PAY ITEMS

2 - 2A SIGNATURE SHEET

1 KEY SHEET

LANDSCAPE IRRIGATION SLEEVESD591-001

DEVELOPMENTAL STANDARD PLANS:

Documents

ICK SCOTT I KE DEW GOVERNOR SECRETARY #625-000-001 FDOT Design Manual 120-Design Submittals 120.2.3.2 Cover Sheet The Cover Sheet contains the following: (1) Project Identification: