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
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
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.
Topic #625-000-001 FDOT Design Manual
120-Design Submittals
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.
Topic #625-000-001 FDOT Design Manual
120-Design Submittals
• 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)
Topic #625-000-001 FDOT Design Manual
120-Design Submittals
(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
N
R-1
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R-1
3
W
R 13
W
R 14
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T 3 S
T 4 S
R 14
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R 13
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R 13
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R 12
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T 4 S
T 3 S
BEGIN BRIDGE#469998
END BRIDGE#469998
BEACH
MEXICO
TO
CITY
PANAMA
TO
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MillBayou
Pop. 12,253
CALLAWAY
Parker
Br.
Cr.Boggy
Cushion
Cr.
Reedy
Cr. L
awton
Br.
Calla
way
Creek
Bayou
aE s
Bayou
Emmons
Bayou
Callaway
Bayou
ciP
al ene
Bayou
l
Cooks
Bayou
Laird
Bayou
Long
Point
Smith Pt.Laird Pt.
4,598
22
2323
3026
30A
2325
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
� � �
RE
ENI
GNE LANOI
SS
E
FO
RP
ESNECIL
ADIROL
F
No 99995
LL
EWSSORC .I
AI
EL
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.
TH
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G15-23.004,
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PROJECT CONTROLS
( )
( )
( )
5 - RESTRICTIVE w/440 ft. Connection Spacing
4 - NON-RESTRICTIVE w/2640 ft. Signal Spacing
7 - BOTH MEDIAN TYPES
6 - NON-RESTRICTIVE w/1320 ft. Signal Spacing
2 - RESTRICTIVE w/Service Roads
1 - FREEWAY
3 - RESTRICTIVE w/660 ft. Connection Spacing
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
( )
( )
( )
CONTEXT 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
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
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
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.
A.
C.
PROJECT CONTROLS
( )
( )
( )
5 - RESTRICTIVE w/440 ft. Connection Spacing
4 - NON-RESTRICTIVE w/2640 ft. Signal Spacing
7 - BOTH MEDIAN TYPES
6 - NON-RESTRICTIVE w/1320 ft. Signal Spacing
2 - RESTRICTIVE w/Service Roads
1 - FREEWAY
3 - RESTRICTIVE w/660 ft. Connection Spacing
NEW CONSTRUCTION / RECONSTRUCTION
ACCESS CLASSIFICATION
CRITERIA
( )
( )
( )
STATE HIGHWAY SYSTEM
( ) NATIONAL HIGHWAY SYSTEM
( )
( )
( )
HIGHWAY SYSTEM
STRATEGIC INTERMODAL SYSTEM
( )
( )
( )
( )
( )
( )
( )
( )
( )
( )
3
NO.SHEET
( ) LOCAL
( )
( )
FUNCTIONAL CLASSIFICATION
( )
( )
( )
CONTEXT 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
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
TYPICAL SECTION No. 2
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
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC
FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23
.004, F.A.C.
TH
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G15-23.004,
F.
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PROJECT CONTROLS
( )
( )
( )
5 - RESTRICTIVE w/440 ft. Connection Spacing
4 - NON-RESTRICTIVE w/2640 ft. Signal Spacing
7 - BOTH MEDIAN TYPES
6 - NON-RESTRICTIVE w/1320 ft. Signal Spacing
2 - RESTRICTIVE w/Service Roads
1 - FREEWAY
3 - RESTRICTIVE w/660 ft. Connection Spacing
NEW CONSTRUCTION / RECONSTRUCTION
ACCESS CLASSIFICATION
CRITERIA
( )
( )
STATE HIGHWAY SYSTEM
( ) NATIONAL HIGHWAY SYSTEM
( )
( )
( )
HIGHWAY SYSTEM
STRATEGIC INTERMODAL SYSTEM
( )
( )
( )
( )
( )
( )
( )
( )
( )
( )
TRAFFIC DATA
NO.SHEET
( ) LOCAL
( )
( )
FUNCTIONAL CLASSIFICATION
( )
( )
( )
CONTEXT 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 = 55 MPH
DESIGN SPEED = 60 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
X
X
X
X
( ) N/A : L.A. FACILITY
RELATED TO TYPICAL SECTION:
POTENTIAL EXCEPTIONS AND VARIATIONS
FINANCIAL PROJECT ID
123456-1-52-01
TYPICAL SECTION No. 3
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
DEPARTMENT OF TRANSPORTATION
CONTRACT PLANS
11:10:00 AM9/19/2017
FINANCIAL PROJECT ID 123456-1-52-01
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
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
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
STATE ROAD NO. 22 (WEWA HWY)
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
DEPARTMENT OF TRANSPORTATION
CONTRACT PLANS
FINANCIAL PROJECT ID 123456-1-52-01
BAY COUNTY (46080)
(FEDERAL FUNDS)
FINANCIAL PROJECT ID 123456-1-52-01
REVISIONS:
1
FINANCIAL PROJECT ID 123457-1-52-01
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
STATE ROAD NO. 22 (WEWA HWY)
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: