4220 search results for drainage

521-002FHWAApproved

or Above Pier Protection Drainage Structure, Utility, Etc. Edge Of Pier Footing, (See Note 4) PPB, Called Crash Wall etc. Structure, Drainage etc. Structure, Drainage Direction of Traffic, bridge piers, footings, drainage structures, etc.). 1. GENERAL: The views shown herein, .) (Near or Above Pier Protection Drainage Structure, Utility, Etc. Edge Of Pier Footing, (See Note 4, Where Called Crash Wall etc. Structure, Drainage etc. Structure, Drainage Direction

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-002fhwaapproved.pdf?sfvrsn=41196630_1

E1X39-R0

 Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 01240919 Call Order: 009 Proposal: E1X39-R0 District:01 Counties: LEE Road Name: Miscellaneous Concrete and Drainage Repairs Limits: Midpoint Project(s): 43272927221(*) Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000 Miles Letting Date, Description: The work under this Contract consists of Miscellaneous Concrete and Drainage Repairs

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/sep19/e1x39-r0.pdf?sfvrsn=8400166_1

FDOTConnect Existing Features 3D Modeling

, etc....), utilities, drainage structures, and soil borings. Participants will be introduced, UTILITIES MODELING EXISTING DRAINAGE MODELING EXISTING GEOTECHNICAL DATA Pre-requisite(s): Participants

https://www.fdot.gov/cadd/downloads/documentation/fdotconnecttraining/fdotord/fdotconnect-existing-features-3d-modeling

635-001

 9 / 1 0 / 2 0 2 4 2 : 1 6 : 1 1 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX 1'-0" 1'-0" Varies 6 " 6 " (As Required) Connection Approved Ground For Drainage Or Crushed Stone 12" Bed Of Pearock For Drainage Or Crushed Stone 12" Bed Of Pearock 6 " 6 " V a r i e s (As Required) Connection Approved Ground Locate Wire Locate Wire (As Shown In Plans) Conduit 1'-0" 1 ' - 0 " (As Required

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/635-001.pdf?sfvrsn=5aa1a8ce_1

SPI-436-001

 Standard Plans Instructions Topic No. 625-010-003 Index 436-001 Trench Drain FY 2025-26 1 Index 436-001 Trench Drain Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) Design Assumptions and Limitations Trench drain is intended for use in gutters and driveways as shown on the typical locations on Sheet 2. Type I is intended for use in Type E, F, and drop curbing, lugs are applicable. Plan Content Requirements Plan requirements can be found in the Drainage

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-436-001.pdf?sfvrsn=52437c0_1

2024nov-fri10-Resilience

Henry Canal Projects FDOT – District 7 Drainage Melissa Mulvaney & Dani Intriago 422929-1: Henry, Slopes 422929-1: Henry Canal - Challenges • Te m p o r a r y Drainage • Gabion Rock – material, Construction of Gabion Baskets 422929-1: Henry Canal - Challenges 24 Te m p o r a r y Drainage – Broken Sheet Pile Te m p o r a r y Drainage – Tr e n c h Box 422929-1: Henry Canal - Solutions 25, Segment 3 (October 2024) 422929-1: Henry Canal - Regional Drainage A nalysis • Bypass System

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-fri10-resilience.pdf?sfvrsn=390b9ff0_1

2024nov-fri10-Resilience

Henry Canal Projects FDOT – District 7 Drainage Melissa Mulvaney & Dani Intriago 422929-1: Henry, Slopes 422929-1: Henry Canal - Challenges • Te m p o r a r y Drainage • Gabion Rock – material, Construction of Gabion Baskets 422929-1: Henry Canal - Challenges 24 Te m p o r a r y Drainage – Broken Sheet Pile Te m p o r a r y Drainage – Tr e n c h Box 422929-1: Henry Canal - Solutions 25, Segment 3 (October 2024) 422929-1: Henry Canal - Regional Drainage A nalysis • Bypass System

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-fri10-resilience.pdf?sfvrsn=63a368eb_1

E21H2-R0BidTabs

Desilting, video and mapping of drainage systems in St Johns 41021477264 (*) N/A Page 1 of 1, No: Desilting, video and mapping of drainage systems in St Johns N/A Contract Descr: Unit Price, SERVICES, LLC Units ( ) indicates item is bid as Lump Sum 0001 (CLEAN DRAINAGE STRUCTURES (LF SECTION, ( ) indicates item is bid as Lump Sum 0001 (CLEAN DRAINAGE STRUCTURES (LF SECTION: 0040 E425 73 5, $233,333.75 $309,373.25 Section Totals: 0001 CLEAN DRAINAGE STRUCTURES (LF) Page 2 of 6 Tabulation

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2025/mar19/e21h2-r0bidtabs.pdf?sfvrsn=1564019e_1

9850000-722impl

or extruded) that are used for drainage, erosion control, reinforcement, separation or stabilization, : In addition to the general requirements, meet the following physical requirements: Drainage, and minimum seam strength requirements for the application. 985-3 Drainage. 985-3.1 Application: Select geotextile materials based on the following applications: Table 985-1 Drainage Applications, 443-001 Table 985-1 Drainage Applications Geotextile Type Description Standard Plans Index

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9850000-722impl.pdf?sfvrsn=c5a19ccb_2

5240100-722impl

 524 CONCRETE DITCH AND SLOPE PAVEMENT. (REV 11-23-21) (FA 1-10-22) (7-22) ARTICLE 524-1 is deleted and the following substituted: 524-1 Description. Construct concrete pavement in the flow channel of drainage ditches and on slopes as shown on the Plans and in accordance with the Standard Plans. ARTICLE 524-2 is deleted and the following substituted: 524-2 Materials. Concrete, for any areas occupied by manholes, inlets, or other drainage structures or by public utility

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/5240100-722impl.pdf?sfvrsn=1b3010f0_2

SP5800000FA-122comm

this sentence to add the underlined language, “Notify the Engineer of drainage or percolation problems, species that can easily tolerate wet sites with drainage problems (for example Cypress Trees or Royal

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/sp5800000fa-122comm.pdf?sfvrsn=4342b423_2

9850202.impl

Type or Drainage Application Class for Type D1, D2, D3 Materials (see Table 1.1) 50% passing, Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test Method

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/9850202.impl.pdf?sfvrsn=5e853205_0

1050808.impl

105-8.10.2 Precast Concrete Drainage Structures, Precast Concrete Box Culvert, Precast Concrete, certifications: 105-8.10.2.1.1 Precast Concrete Drainage Technician Level I: PCI Quality Control, certifications: 105-8.10.2.2.1 Precast Concrete Drainage Technician Level II: Precast Concrete Drainage, in the specific work area and has the following certifications: 105-8.10.2.3.1 Precast Concrete Drainage Facilities: Precast Concrete Drainage Technician Level II in accordance with 105-8.10.2.2.1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/1050808.impl.pdf?sfvrsn=1b617d58_0

9850202.impl

Type or Drainage Application Class for Type D1, D2, D3 Materials (see Table 1.1) 50% passing, 1.1 Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/9850202.impl.pdf?sfvrsn=f0bf0700_0

4250607.comm

 4250607 INLETS, MANHOLES, AND JUNCTION BOXES COMMENTS FROM INTERNAL/INDUSTRY REVIEW Missy Hollis 414-4182 melissa.hollis@dot.state.fl.us Comments: (11-2-17) I’m questioning the Standard Plans reference 125-001 at the end of the proposed spec change. 125-001 should be applicable to Utility Structures, while 425-001 should be for the drainage structures. Should the last sentence clarify, in accordance with the Standard Plans, Index 425-001 for drainage structures or Index 125-001

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/4250607.comm.pdf?sfvrsn=aa967be3_0

1250801.resp

 1250801 EXCAVATION FOR STRUCTURES AND PIPE COMMENTS FROM INTERNAL/INDUSTRY REVIEW Missy Hollis 414-4182 melissa.Hollis@dot.state.fl.us Comments: (5-24-17, Internal) 125-8.3: Am I reading this correctly that by removing the “Greater than 15 inches”, we now need “little pipe”, such as irrigation and little drainage/outlet pipes, to meet these requirements? Was this the intent? Response, not want this for irrigation and little drainage pipes. Agree with the comment, and will change it to 12

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/1250801.resp.pdf?sfvrsn=1fea3085_0

SS0060804

Products and Drainage Products must submit their proposed Quality Control Program to the local, sign supports, ladders and platforms, bearings, end wall grates, roadway gratings, metal drainage

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss0060804b4adb4de652d43878fb0acb3d7150542.pdf?sfvrsn=11d51cbb_0

SS0060804

Products and Drainage Products must submit their proposed Quality Control Program to the local, sign supports, ladders and platforms, bearings, end wall grates, roadway gratings, metal drainage

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss0060804.pdf?sfvrsn=cef098e4_0

4300100.comm

Construction Comments: (7-21-15) 1. 430-1 states that “Obtain pipe culverts and drainage products from, and drainage products from a plant................................with the loss of the plant’s qualification

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/4300100.comm.pdf?sfvrsn=ed939971_0

Exhibit 910-5

9E41F7E20C9EA63B4FF41E9FD59085C18B79D7487E865BC2E9B00DE4663EF47B Updated Drainage System https://emn178.github.io/online-tools/sha256_checksum.html DRAINAGE STRUCTURES 19 TYPICAL SECTIONS 5 2A SIGNATURE SHEET DATE DESCRIPTION

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-910-5.pdf?sfvrsn=9c5ddd69_1
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