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Florida Greenbook Subcommittee

-TND-Handbook01-23-11.pdf -- Chapter 5 - Pavement Design and Construction 1/10/11 01-10-11Chapter5.pdf, -- Chapter 5 - Pavement Design and Construction 11/16/10 11-16-10Chap5Review.pdf, Roadway Design Florida Greenbook Subcommittee Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways, - Roadway Design 2/10/14 02-10-14Agenda.pdf -- Chapter 18 - Signing and Marking 1/30/14

https://www.fdot.gov/roadway/floridagreenbook/sub.shtm

I-95 TCMP Master Plan report_Final_December 2020

conceptual design improvements were developed and analyzed. These conceptual design improvements, of the conceptual design improvements for this I-95 Multimodal Master Plan. The ultimate improvement design, that are impacted by the ultimate design concept widening of the I-95 corridor from CR 708 / Bridge, term, ultimate conceptual design improvements); Facility Operations and Preservation Element, efforts; and estimated Project Funding and Staging of the noted conceptual design improvements

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i-95-treasure-coast-pde/i-95-tcmp-master-plan-report_final_december-2020.pdf?sfvrsn=e723dd0b_1

Chapter5s12Redline

for Road & Bridge Construction Review and Administration Manual, Topic No. 700-050-05 FDOT Design, and changes, in both design and construction, that indicate precisely how the project was constructed, ”. There is no requirement that the same PE who designs the project must perform the as- built services, to acceptance and payment. (2) The Design and Final As-Built Signature Sheet Insert Final As-Built, /AsBuiltPlans.shtm. If a Design Signature Sheet(s) is included in a plan component from the EOR, do

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter5s12redline.pdf?sfvrsn=ce8404ad_12

Chapter5s12

for Road & Bridge Construction Review and Administration Manual, Topic No. 700-050-05 FDOT Design Manual, and changes, in both design and construction, that indicate precisely how the project was constructed, is not considered a “successor engineer”. There is no requirement that the same PE who designs the project must, of the Specifications prior to acceptance and payment. (2) The Design and Final As-Built Signature Sheet, /construction/eConstruction/AsBuiltPlans.shtm. If a Design Signature Sheet(s) is included in a plan

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter5s12.pdf?sfvrsn=846be428_19

2020FDM322UtilAdj

Topic #625-000-002 FDOT Design Manual 322-Utility Adjustments 322 Utility Adjustments 322.1 General The Utility Adjustments sheets provide coordination between the contractor, : (1)The location(s) of the utilities shown in the plans (including those designated Vv, Vh, or within one-half mile of the 1 January 1, 2020 Topic #625-000-002 FDOT Design Manual 322-Utility, . (2)Curb and gutter or edge of pavement. (3)Drainage structures (existing and proposed). (4

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2020/2020fdm322utiladj.pdf?sfvrsn=3a4668bb_2

7130000.impl

to the pavement surface. Offset longitudinal lines at least 2 inches from construction joints on portland cement concrete pavement. Apply traffic stripes or markings only to dry surfaces, and when, side of the existing line is visible. Apply traffic stripes and markings to the pavement by means, of the striping performance. Remove and replace pavement stripes and markings not meeting the requirements of this Section at no additional cost to the Department. Apply all final pavement markings

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/7130000.impl.pdf?sfvrsn=910d8a25_0

SS7130000

of the type recommended by the manufacturer. Ensure the tape stripes and markings adheres to the pavement, concrete pavement. Apply traffic stripes or markings only to dry surfaces, and when the ambient air, of the existing line is visible. Apply traffic stripes and markings to the pavement by means, of the striping performance. Remove and replace pavement stripes and markings not meeting the requirements of this Section at no additional cost to the Department. Apply all final pavement markings prior

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss7130000.pdf?sfvrsn=e9967b66_0

1021000-722origind

Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, : 102-10 Work Zone Pavement Marking. 102-10.1 Description: Furnish and install work zone pavement, Pavement Markings: 102-10.2.1 General: Use painted pavement markings meeting the requirements

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/1021000-722origind.pdf?sfvrsn=3918a175_2

3300601-723origind

Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual, : Design Bulletin Construction Bulletin Estimates Bulletin Materials Bulletin Have all references, and the following substituted: 330-6 Placing Mixture. 330-6.1 Requirements Applicable to All Pavement, an accurate, uniform alignment of the pavement edge. As an exception, pavement edges adjacent

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/3300601-723origind.pdf?sfvrsn=6705b797_1

3530901.impl

353 CONCRETE P A V E MENT SLAB REPLACEMENT. (REV12-3-13)(FA12-16-13)(7-14) SUBARTICLE353-9.1isdeletedandthefollowingsubstituted: 353-9.1General: Construct transverse joints as specified in 350-12 and as shown on the Design Standards, except that dowels bars are installed per 353-9.2. Tie, and the following substituted: 353-11 Method of Measurement. Thepayquantity for concrete pavement, pavement slab replacement, will be full compensation for all work specified in this Section and shall

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/3530901.impl.pdf?sfvrsn=4d53a9cf_0

Redlines Exhibit 213-3-4-5

roundabout in addition to 3. For spiral geometry, include all signing and pavement entry width is provided for design vehicle accommodations. Provide pavement markings for gore when extra 2. warranted, Pavement Marking for (See Index 711-001) Special Emphasis Crosswalk F H F B G (See Index 711-001) for Gore Channelization Pavement Marking Detectable Warning (Typ.) 6" White 10'-30' Skip (Typ, " Yellow (Typ.) R6-5P ONE WAY OM1-3 G G G G B B SPIRAL MARKING DETAIL³ SIGNING AND PAVEMENT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-213-3-4-5.pdf?sfvrsn=977da0d6_1

SPM5804000-724-i19428

within the right-of-way to the Engineer. 580-40.2 Equipment. Use equipment designed, the equipment is in use. Do not use equipment on the Department’s right-of-way that damages pavement, be evenly distributed to a depth of no more than one inch in designated areas in the Department’s right

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/maintenance/finalized/spm5804000-724-i19428.pdf?sfvrsn=5dbb6a94_1

SPM5804000-725-i19913

within the right-of-way to the Engineer. 580-40.2 Equipment. Use equipment designed, the equipment is in use. Do not use equipment on the Department’s right-of-way that damages pavement, be evenly distributed to a depth of no more than one inch in designated areas in the Department’s right

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm5804000-725-i19913.pdf?sfvrsn=ba445f5_1

SSM5804000-723-i18625

appurtenances within the right-of-way to the Engineer. 580-40.2 Equipment. Use equipment designed, pavement, curbs, drainage structures, sidewalks, guardrail turf areas, or any other Department assets, be evenly distributed to a depth of no more than one inch in designated areas in the Department’s right

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/ssm5804000-723-i18625.pdf?sfvrsn=b36c4b08_2