4220 search results for drainage
MFF Project Sheets_12082024 5
Infrastructure Initiative REGIONAL ECONOMIC IMPA C T $ 4 2 1 M I L L I O N S . R . 2 9 f rom C.R. 846 E to New Market Rd. PROJECT DESCRIPTION • Add 4 new lanes • New alignment to provide alternate route for trucks & through traffic around Downtown Immokalee • Roundabout at the S.R. 29, C.R. 846 & new alternate route intersection • Shared use paths • Drainage improvements COUNTY Collier PROJECT LIMITS State Road (S.R.) 29 from County Road (C.R.) 846 East to New Market
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/project-pages-update/mff-project-sheets_12082024-5.pdf?sfvrsn=6cc1f5d2_12018 FDOT Design Manual
Message Signs Drainage and Permits 250 Hydraulic Data and Agency Permits 251 RDB24-01, Drainage Map and Bridge Hydraulic Recommendation Sheet 306 12/07/17 Typical Sections 307 RDB17-17 Summary of Quantities RDB17-18 308 Summary of Drainage Structures and Optional, Intersection and Interchange Details and Layouts 315 Drainage Structures 316 Lateral Ditch
https://www.fdot.gov/roadway/fdm/2018fdm.shtm2019 FDOT Design Manual
Message Signs Drainage and Permits 250 Hydraulic Data and Agency Permits 251 RDB24-01, 304 Summary of Pay Items 305 Drainage Map and Bridge Hydraulic Recommendation Sheet 306 Typical Sections 307 Summary of Quantities 308 Summary of Drainage Structures and Optional, Intersection and Interchange Details and Layouts 315 Drainage Structures 316 Stormwater
https://www.fdot.gov/roadway/fdm/2019fdm.shtmE58D0
Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 05250506 Call Order: 008 Proposal: E58D0-R0 District:05 Counties: BREVARD Road Name: Drainage, : The work under this Contract consists of drainage structure repair, stormwater pipe repair, in the performance of Drainage Repair, or the Project Superintendent must have at least three (3) years of like, with the Department in "Drainage" will suffice to meet the above requirements. NOTE: The quantities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/may06/e58d0.pdf?sfvrsn=25214808_15140000-724IMPL
514 GEOSYNTHETIC FOR DRAINAGE APPLICATIONS. (REV 6-1-23) (FA 9-7-23) (FY 2024-25) SECTION 514 is deleted and the following substituted: 514-1 Description. This Section specifies the construction requirements for geosynthetics used in drainage, slope protection, and material separation, Materials for Drainage Applications: Select a geosynthetic material meeting the appropriate application, time is exceeded, remove and replace the geosynthetic material. 514-3.2 Subsurface Drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/5140000-724impl.pdf?sfvrsn=f508a171_15240100-722FHWA
Description. Construct concrete pavement in the flow channel of drainage ditches and on slopes as shown, , or other drainage structures or by public utility appurtenances within the pavement area. The square yard, pavement in the flow channel of drainage ditches and on slopes as shown on the Plans, for. No deduction will be made for any areas occupied by manholes, inlets, or other drainage structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/5240100-722fhwa.pdf?sfvrsn=d3b394d2_21020200-122impl
and drainage properties that will provide a firm surface under wet conditions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/1020200-122impl.pdf?sfvrsn=f9e3ad96_21050404MM61V2-122comm
above opens to Materials Manual, Manufactured Drainage Products, chapter 6.1. Section 6.1.11.2, ( page
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/1050404mm61v2-122comm.pdf?sfvrsn=1bf3cd8d_21050404MM61V2-122resp
- The link above opens to Materials Manual, Manufactured Drainage Products, chapter 6.1. Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/1050404mm61v2-122resp.pdf?sfvrsn=33454936_21050404-MM63V2.comm
“precast concrete drainage products and box culverts, ….” to “.. products……”. Change “plant’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/1050404-mm63v2.comm.pdf?sfvrsn=1d9cf53c_09480000.resp
9480000 OPTIONAL DRAINAGE PRODUCTS AND LINER REPAIR SYSTEMS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Dan Hurtado 414-4130 dan.hurtado@dot.state.fl.us Comments: (6-2-17) 1. 948-1.7.1 – Suggest rewording to say, “Prior to use, the Contractor must submit to the Engineer a certification from the manufacturer conforming to the requirements of Section 6 that the requirements of this Section are met.” Response: Agree. Change will be made with minor editorial modification. Change made. 2. I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/9480000.resp.pdf?sfvrsn=4ba0f05c_0D4440000.DO
DEEP DRAINAGE WELLS. (REV 11-9-93) (7-00) PAGE 459. The following new Section is added after Section 443. SECTION 444 DEEP DRAINAGE WELLS 444-1 Description. Constructdeepwellsinaccordancewiththedetailsshownintheplans. 444-2Materials. Usecasingconstructedof0.375inch[9.5 mm] wall black, and maintain deep drainage wells. Drill the wells of the specified diameter to a depth which will produce, , have all inlets and other drainage structures in place and operational. 444-4 Basis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4440000.do.pdf?sfvrsn=b3163b6c_0D4440000.DO
DEEP DRAINAGE WELLS. (REV 11-9-93) (7-00) PAGE 409. The following new Section is added after Section 443: SECTION 444 DEEP DRAINAGE WELLS 444-1 Description. Constructdeepwellsinaccordancewiththedetailsshownintheplans. 444-2Materials. Usecasingconstructedof0.375inch[9.5 mm] wall black, and maintain deep drainage wells. Drill the wells of the specified diameter to a depth which will produce, , have all inlets and other drainage structures in place and operational. 444-4 Basis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4440000.do.pdf?sfvrsn=8027311f_05060000.origind
is encouraged. DS/dt Attachment 5060000 All Jobs BRIDGE DRAINAGE SYSTEM. (REV 10-14-15) SECTION, for bridge drainage system to be paid for will be at the Contract lump sum price. If bridge drainage piping, of the drainage system for the bridge structure. Payment will be made under: Item No. 506- 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/5060000.origind.pdf?sfvrsn=77fd69e_04440000SP
DEEP DRAINAGE WELLS. (REV 11-9-93) (7-00) PAGE 409. The following new Section is added after Section 443: SECTION 444 DEEP DRAINAGE WELLS 444-1 Description. Constructdeepwellsinaccordancewiththedetailsshownintheplans. 444-2Materials. Usecasingconstructedof0.375inch[9.5mm] wall black, and maintain deep drainage wells. Drill the wells of the specified diameter to a depth which will produce, . At this time, have all inlets and other drainage structures in place and operational. 444-4 Basis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4440000sp.pdf?sfvrsn=f3d51df7_04440000SP
DEEP DRAINAGE WELLS. (REV 11-9-93) (7-00) PAGE 409. The following new Section is added after Section 443: SECTION 444 DEEP DRAINAGE WELLS 444-1 Description. Constructdeepwellsinaccordancewiththedetailsshownintheplans. 444-2Materials. Usecasingconstructedof0.375inch[9.5mm] wall black, and maintain deep drainage wells. Drill the wells of the specified diameter to a depth which will produce, . At this time, have all inlets and other drainage structures in place and operational. 444-4 Basis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4440000sp.pdf?sfvrsn=b8158c85_01200702.resp
restrictions on the use of drainage pipes comprised of either aluminum, aluminized steel or galvanized steel, -water drainage systems of all types pending development of research-supported guidelines for usage, of metal drainage pipes within a certain distance of RCA has been removed. Instead FDOT SMO, . ****************************************************************************** D3 Drainage (via Barbara Strickland) FDOT 850-330-1206 Comments: (7-13-15
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/1200702.resp.pdf?sfvrsn=af8ed367_09480000.resp
9480000 OPTIONAL DRAINAGE PRODUCTS AND LINER REPAIR SYSTEMS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Stefanie Maxwell 414-4314 stefanie.maxwell@dot.state.fl.us Comment: (6-18-14) I recommend not striking the sentence: "Use only concrete or metal mitered end sections as indicated in the Design Standards." This statement adds value and clarifies what can be used. Response: This change was made for consistency with a comment/response made during the July 2014 industry review for Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/9480000.resp.pdf?sfvrsn=d0c689a8_06350302-723comm
” ( “Place pull and splice boxes a minimum of two feet above ditch bottoms or drainage features, : (7/27/22, Internal) Ensuring pull boxes are placed two feet above ditch bottoms or drainage features, boxes a minimum of two feet above ditch bottoms and drainage features” does not address the case, and contractors to avoid installations in ditch bottoms and drainage areas due to the impact to ITS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/6350302-723comm.pdf?sfvrsn=8766da06_1Materials Manual Section 6.3, Volume II
INDEX A-Z Search Materials Manual Section 6.3, Volume II PRECAST CONCRETE DRAINAGE STRUCTURES AND BOX CULVERTS Section 6.3, Volume II for Lettings July 2024 and Forward July 2023 - June 2024 July 2022 - June 2022 January 2022 - June 2022 July 2021 - December 2021 January 2021 - June 2021 July 2020 - December 2020 January
https://www.fdot.gov/programmanagement/implemented/urlinspecs/section63v2.shtm