4220 search results for drainage
Exhibit 910-4
UTILITY ADJUSTMENTS 47 - 52 ROADWAY CROSS SECTIONS 25 - 34 DRAINAGE SPECIAL DETAILS 24 OPTIONAL MATERIALS TABULATION 23 DRAINAGE NETWORK CROSS SECTIONS 22 DRAINAGE NETWORK PROFILE 20 - 21 DRAINAGE NETWORK PLAN 18 - 19 ROADWAY PLAN-PROFILE 12 - 14 GENERAL NOTES 11 PROJECT CONTROL 10 MODEL MANAGEMENT 7 - 9 6 TYPICAL SECTION DETAILS TYPICAL SECTIONS 4 - 5 DRAINAGE MAP 3 SIGNATURE SHEET 2 KEYSHEET 1 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-910-4.pdf?sfvrsn=88f7b7bc_1SPI-521-428
sidewalk to drainage structures, drainage slots 2” to 3” high and 6” to 12” in length may be added to the base of the traffic railing. Work with the Drainage Engineer for size and spacing, of the deck steel. When drainage slots are required, include drainage slot size (height and length
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-428.pdf?sfvrsn=28d74d35_1Exhibit 910-1
PLAN 39 - 46 35 - 38 VERIFIED UTILITY LOCATE ROADWAY CROSS SECTIONS 25 - 34 DRAINAGE SPECIAL DETAILS 24 OPTIONAL MATERIALS TABULATION 23 DRAINAGE NETWORK CROSS SECTIONS 22 DRAINAGE NETWORK PROFILE 20 - 21 DRAINAGE NETWORK PLAN 18 - 19 17 SPECIAL DETAILS 15 - 16 TRAFFIC MONITORING SITE, SECTION DETAILS TYPICAL SECTIONS 4 - 5 DRAINAGE MAP 3 SIGNATURE SHEET 2 KEY SHEET 1 LANDSCAPE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-910-1.pdf?sfvrsn=624d72ef_5Exhibit 910-2
CROSS SECTIONS 25 - 34 DRAINAGE SPECIAL DETAILS 24 OPTIONAL MATERIALS TABULATION 23 DRAINAGE NETWORK CROSS SECTIONS 22 DRAINAGE NETWORK PROFILE 20 - 21 DRAINAGE NETWORK PLAN 18 - 19 17 SPECIAL, CONTROL 10 MODEL MANAGEMENT 7 - 9 6 TYPICAL SECTION DETAILS TYPICAL SECTIONS 4 - 5 DRAINAGE MAP 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-910-2.pdf?sfvrsn=55150b07_6Debris Removal Emergency Prequalified Vendors
REMOVAL (EMERGENCY) DRAINAGE FLEXIBLE PAVING GRADING GRASSING, SEEDING AND SODDING HOT PLANT-MIXED BITUM, DEBRIS REMOVAL (EMERGENCY) DRAINAGE FENCING FLEXIBLE PAVING GRADING GRASSING, SEEDING AND SODDING, /PrequalifiedVendorSearchPrintView.aspx 1/13 WORK CLASSES BASCULE BRIDGE REHABILITATION DEBRIS REMOVAL (EMERGENCY) DRAINAGE, CLASSES BRIDGE DECK OVERLAYS DEBRIS REMOVAL (EMERGENCY) DRAINAGE FENCING FLEXIBLE PAVING GRADING, PLACE TAMPA, FL 33637 (813)906-1350 WORK CLASSES DEBRIS REMOVAL (EMERGENCY) DRAINAGE FENCING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/debris-removal-emergency-work-class.pdf?sfvrsn=ce3de1b7_122024FDM907RFPConceptPlans
Management (4) Project Control (5) Roadway Plan-Profile (6) Stormwater Facilities (7) Drainage Map, R/W lines Begin & end stations for the project Begin & end bridge stations Proposed drainage, or baseline of survey Existing topography, drainage structures, and utilities R/W lines Soil boring locations Fence and gate locations Drainage structures with structure and pipe labeling Stormwater, , delineated wetlands, and sink holes and depressions DRAINAGE MAP Photographic (aerial) base map
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm907rfpconceptplans.pdf?sfvrsn=bfe61586_1E3Y04-R0BidTabs
LEON MAINT - WDD CLEANING DRAINAGE STRUCTURES 42214337220 (*) N/A Page 1 of 1 06/13/2024 Florida, Document Driven-Contract consist of cleaning drainage structures and drainage ditches along, No: PONCE DE LEON MAINT - WDD CLEANING DRAINAGE STRUCTURES N/A Contract Descr: Unit Price Quantity, CONSTRUCTION, LLC Units ( ) indicates item is bid as Lump Sum 0001 (CLEAN DRAINAGE STRUCTURES (LF, Units ( ) indicates item is bid as Lump Sum 0001 (CLEAN DRAINAGE STRUCTURES (LF SECTION: 0025 E430
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2024/jun13/e3y04-r0bidtabs.pdf?sfvrsn=bad3b9cd_12025FDM907RFPConceptPlans
in the following order: (1) Key Sheet (see Exhibit 907-1 ) (2) Drainage Map (3) Typical Section Details (4, plans list (lead component only) DRAINAGE MAP Photographic (aerial) base map Centerline, & end of project stations Begin & end of bridges stations Drainage areas and flow directions Drainage divides and ground elevations Highwater information Existing structures and pipes with relevant, , rivers) Proposed drainage structures with structure numbers Proposed cross drains with pipe sizes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm907rfpconceptplans.pdf?sfvrsn=67840879_12026FDM907RFPConceptPlans
Plans in the following order: (1) Key Sheet (see Exhibit 907-1) (2) Drainage Map (3) Typical Section, ) Contract plans and component plans list (lead component only) DRAINAGE MAP Photographic (aerial) base map, names and R/W lines Begin & end of project stations Begin & end of bridges stations Drainage areas and flow directions Drainage divides and ground elevations Highwater information Existing, waterbodies (e.g., lakes, rivers) Proposed drainage structures with structure numbers Proposed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm907rfpconceptplans.pdf?sfvrsn=df52fa8c_8BroomDenise-MicroStationPlanSummaryBoxesForReviewers
ONLY.) • Add pay item numbers to the Summary of Drainage Structures sheets. • Add the Summary of Drainage Structures to the SQ- sheets. • Create NEW summary boxes. • If a new box is needed, contact, Culverts • Utility Adjustments • Side Drain & MES • Misc. Drainage • Trench Drain • Underdrain, on Summary of Drainage Structure sheets. For the same reasons they are not shown on this summary, Sections • Use this form ONLY when items cannot be included on Summary of Drainage Structures sheet. It
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/broomdenise-microstationplansummaryboxesforreviewers.pdf?sfvrsn=5befc78c_2Chapter3
January 1, 2024 Drainage Design Guide Chapter 3: Open Channel Chapter 3: Open Channel 3-i, .......................................................................3-55 January 1, 2024 Drainage Design, ..........................................................................................3-65 3.4 Drainage Connection Permitting and Maintenance Concerns ...................3-67 3.4.1 Drainage Connection Permitting, , 2024 Drainage Design Guide Chapter 3: Open Channel Chapter 3: Open Channel 3-1 3. OPEN CHANNEL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/chapter3.pdf?sfvrsn=4ea60bff_744787815201-Drainage Tech Memo
DRAINAGE TECHNICAL MEMORANDUM Phase IIR Submittal PREPARED BY: PATEL, GREENE & ASSOCIATES, , FL 33830 i SR 80 from N of Captain Hendry Dr to W of Forrey Dr FPID 447878-1-52-01 Drainage, to W of Forrey Dr PROJECT NUMBER: FPID 447878-1-52-01 SCOPE OF RESPONSIBILITY: Drainage Technical, ii SR 80 from N of Captain Hendry Dr to W of Forrey Dr FPID 447878-1-52-01 Drainage Technical, ....................................................................................... 1 2.0 EXISTING DRAINAGE CONDITIONS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44787815201-drainage-tech-memo.pdf?sfvrsn=fc7c66df_1430-001
Endwall Edge of Shoulder Edge of Pavement Normal Slope Variable Front Slope Drainage Pipe O f f, of Shoulder Endwall Endwall Drainage Pipe Edge of Shoulder Edge of Pavement Normal Slope Variable Front Slope Drainage Pipe Ditch Bottom Slope (See Note 5) Slope (See Note 4) Varies (See Note 2, TABLE OF CONTENTS: Sheet Description 2 3 4 5 6 1 Limits of Variable Front Slopes at Drainage, End Guard 7 1 430-001 MISCELLANEOUS DRAINAGE DETAILS 11/01/23 LIMITS OF VARIABLE FRONT SLOPES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/430-001.pdf?sfvrsn=1c23e5e3_1430-001
Endwall Edge of Shoulder Edge of Pavement Normal Slope Variable Front Slope Drainage Pipe O f f, of Shoulder Endwall Endwall Drainage Pipe Edge of Shoulder Edge of Pavement Normal Slope Variable Front Slope Drainage Pipe Ditch Bottom Slope (See Note 5) Slope (See Note 4) Varies (See Note 2, TABLE OF CONTENTS: Sheet Description 2 3 4 5 6 1 Limits of Variable Front Slopes at Drainage, End Guard 7 1 430-001 MISCELLANEOUS DRAINAGE DETAILS 11/01/23 LIMITS OF VARIABLE FRONT SLOPES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/430-001.pdf?sfvrsn=427429b1_1FDOTCADDWebinars
Workflows Mike Racca Webinar Video Q&A 01/16/2025 FDOTConnect Custom Drainage Structures: Bottom's up! James Worley Webinar Video Q&A 01/30/2025 FDOT C3D 2025 Drainage Workflows Randy Roberts & Mike Racca Webinar Video Q&A 02/13/2025 FDOTConnect2023 Custom Drainage Resources James Worley Webinar Video Q&A 02/27/2025 FDOTConnect Custom Drainage Structures: Pond Control James Worley Webinar Video Q&A, Webinar Series Date Topic Presenter Video Q&As 03/29/2023 FDOT Drainage Training - Custom Drainage
https://www.fdot.gov/cadd/main/webinars/fdotcaddwebinars430-001
Endwall Edge of Shoulder Edge of Pavement Normal Slope Variable Front Slope Drainage Pipe O f f, of Shoulder Endwall Endwall Drainage Pipe Edge of Shoulder Edge of Pavement Normal Slope Variable Front Slope Drainage Pipe Ditch Bottom Slope (See Note 5) Slope (See Note 4) Varies (See Note 2, TABLE OF CONTENTS: Sheet Description 2 3 4 5 6 1 Limits of Variable Front Slopes at Drainage, End Guard 7 1 430-001 MISCELLANEOUS DRAINAGE DETAILS 11/01/23 LIMITS OF VARIABLE FRONT SLOPES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/430-001.pdf?sfvrsn=1c4bc15a_1FDOT TA Set-Aside Program Adopted Work Program FY 2025-2026 – FY 2029-2030 Detailed Table Set_as-of-2025-07-01_ADA
$33,896 2 4373245 SUWANNEE LIVE OAK DRAINAGE WELLS DRAINAGEIMPROVEMENTS $311,759 $0 $0 $0 $652,000 $0 $0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/document-repository/tap/fdot-ta-set-aside-program-adopted-work-program-fy-2025---2026-fy-2029---2030-detailed-table-set_as-of-2025-07-01_ada.pdf?sfvrsn=9738b59a_3630-001
INDEX Conduit Conduit Finished Grade Finished Grade Drainage Pipe and/or Utilities Beneath Roadway Drainage Pipe and/or Utilities Beneath Roadway Shoulder Way or Paved Edge of Traveled, Drainage Structure Existing Utility or Size Varies Finished Grade Wire (When Required) Orange Insulated Locate Size Varies Drainage Structure Existing Utility or Varies Size BELOW EXISTING Drainage Structure Existing Utility or Varies Size Finished Grade Concrete (See Note 1) New
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/630-001.pdf?sfvrsn=93a3c06e_12024June-Fri10-ModelCentricDesign
existing conditions Drainage and Environmental Assessment Mitigate construction i m pacts, : Image Source: Design Review – CPP TPE/PGA Contract Existing Roads, Drainage, Utilities: Image Source: Design Review – CPP TPE/PGA Contract Proposed Roads, Drainage, Utilities: Image Source, – CPP TPE/PGA Contract Drainage Level of Detail: Image Source: Design Review – CPP TPE/PGA Contract Drainage, Utilities Clashes: Image Source: Design Review – CPP TPE/PGA Contract Lighting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-fri10-modelcentricdesign.pdf?sfvrsn=84b37205_1