4223 search results for drainage

FDOT_BDV29-977-67_Nonstationarity

first reviewed the following manuals of practice and other relevant documents: • FDOT Drainage Manual (FDOT, 2021a) • FDOT Drainage Design Guide (FDOT, 2020a) • FDOT Drainage Handbook – Drainage, and planners rely on design storms for rainfall estimates used in the planning and design of drainage, for future climate scenarios (Irizarry-Ortiz and Stamm, 2021). The FDOT Drainage Manual (FDOT, 2021a), FDOT Drainage Design Guide (FDOT, 2020a), and the FDOT Drainage Handbook – Drainage Connection

fdot-bdv29-977-67-rpt

and other relevant documents: • FDOT Drainage Manual (FDOT, 2021a) • FDOT Drainage Design Guide (FDOT, 2020a) • FDOT Drainage Handbook – Drainage Connection Permits (FDOT, 2020b) • FDOT, used in the planning and design of drainage projects. Design storms can be defined using Depth, and Stamm, 2021). The FDOT Drainage Manual (FDOT, 2021a), FDOT Drainage Design Guide (FDOT, 2020a

119eBookRedline

452784_Final_Technical_Scope

. Drainage Scope Items: The existing drainage consists of a closed system with curb and gutter, . Where applicable, sidewalk ADA issues will be corrected, and the existing drainage flow patterns, getting to the inlet. All drainage structure end treatments along the project appear to be outside, . There are no other apparent drainage issues; however, include a rainy-day visit to determine whether drainage facilities are functioning correctly and provide positive drainage.  MP 15.34 RT

D5-11-04-25BSN

: Drainage Repair Limits: Midpoint Project(s): 44400117214(*) Federal Aid No: N/A Total Roadway, of drainage repairs, including manhole adjustments with lid & ring replacement and desilting & video, ) years of experience in the performance of Drainage Repair, or the Project Superintendent must have, a certificate of prequalification with the Department in "Drainage" will suffice to meet the above, Section 0001 CLEAN DRAINAGE STRUCTURES (LF) 0425- 5- MANHOLE, ADJUST EA 55.000 0425- 16- 11

2026FDM120DsnSubmtls

Request survey E) Drainage Request grade and high-water review Conceptual drainage plan & assumptions Bridge Hydraulics Report Request drainage design Request final drainage review Permit, , especially for large areas such as drainage maps . Drainage design survey data from site inspection, , and drainage design. (5) Bridge data sheet surveys, channel alignment survey data, and bathymetric data, Submittals 14 120.2.4 Preliminary Drainage Design On projects where the drainage design

Archive

Box Culvert Details N/C N/C Approved 430-001 Miscellaneous Drainage Details N/C N/C Approved 509-070, Details for Drainage Structures N/C N/C Approved 430-012 U-Type Concrete Endwall Energy Dissipator 30, Back of Sidewalk Drainage N/C N/C Approved 430-010 U-Type Concrete Endwalls 15" to 30" Pipes, Sign details N/C Response Package Approved 430-001 Miscellaneous Drainage Details Response, 425-055 Ditch Bottom Inlets Type K Response Package N/C Approved 425-060 Back of Sidewalk Drainage

44787815201 - DESIGN DOCUMENTATION

and resurfacing, drainage evaluation, signing and pavement marking replacement, and signal upgrades. All, Sheet B. Signature Sheet C. Existing Drainage Structures D. Typical Section E. Typical Section, . Plan Sheets (1” = 40’) K. Drainage Structures L. Cross Sections M. Temporary Traffic Control Plans N. Utility Adjustments O. Summary of Verified Utilities 2 2. Drainage Prepare the plan, , and current design memorandums with the FDOT Design Manual (FDM) and FDOT Drainage Handbook. The existing

D5-12-02-25BSN

District:05 Counties: FLAGLER, LAKE, SEMINOLE, VOLUSIA Road Name: DRAINAGE REPAIR Limits: Midpoint, the Contractor is required to have at least three (3) years of experience in the performance of Drainage, in "Drainage" will suffice to meet the above requirements. Note: The quantities shown on the Bid, Section 0001 CLEAN DRAINAGE STRUCTURES (LF) 0110- 2- 1 CLEARING & GRUBBING (PUSH BUTTON CONTRACT) AC, CLEANING & SEALING, 10' EA 1.000 0430- 96- DRAINAGE PIPE REPAIR- CONCRETE COLLAR AT JOINT EA 3.000

400-011FHWAReviewPkg

6) And PVC Drain Drainage Layer Tolerance) 6" Cl. (± 2" D e p t h ) ( T o e V a r, Scheme 3 Spec. 455 (Spread Footings) Prepare Foundation Per (See Note 6) And PVC Drain Drainage, drain pipes, drainage layer, galvanized mesh and geotextile 7. Cost of reinforcing steel, face, . max. spacing (when Drainage Layer is required). Locate end of the PVC Drain Pipe. Provide 2" Ø PVC, geotextile in accordance with Specification 514. wall heights 3 ft. and higher. Wrap drainage layer

2024FDM265ReinfConcBox

is located at a riverine or tidal crossing. Refer to Chapter 4 of the Drainage Manual, evaluation and cost analysis should be performed in consultation with the District Drainage Engineer, approved precast drainage product facilities in accordance with Section 6.3 of the Materials Manual, Drainage Engineer should be consulted to determine the appropriate apron requirements. Modification, . 265.8 Subbase Drainage In some situations where there is low fill (

Chapter15TrafficCalming 2024

water drainage. Will the storm drain system need to be moved or revised? Can the runoff flow, utilities or drainage considerations. Install physical features on adjacent parallel routes, unless, and volume. Costs increase if drainage needs to be rebuilt. Medium to High Gateway Treatment or Entrance, , and drainage. Medium to High Midblock Median, Slow Point An island or barrier in the center, closure. Reduces speed and traffic. Costs increase if drainage must be rebuilt. Transfers

2024FDM265ReinfConcBox

is located at a riverine or tidal crossing. Refer to Chapter 4 of the Drainage Manual, be performed in consultation with the District Drainage Engineer. Single-cell and multi-cell concrete box, -excavatable, flowable fill or non-shrink grout. All manufacturers must have approved precast drainage, culverts. The District Drainage Engineer should be consulted to determine the appropriate apron, be cast- in-place. 265.8 Subbase Drainage In some situations where there is low fill (

Second_Alternatives_Workshop_Exhibits_FINAL_1162024

Access/Driveway/Minor Streets/ Vehicular Flows Constructability/ Maintenance of Traffic Drainage, / Maintenance of Traffic Drainage Historic/Community/Urban Design Construction Cost Positive Neutral, Access/Driveway/Minor Streets/ Vehicular Flows Constructability/ Maintenance of Traffic Drainage, /Driveway/Minor Streets/ Vehicular Flows Constructability/ Maintenance of Traffic Drainage, /Minor Streets/ Vehicular Flows Constructability/ Maintenance of Traffic Drainage Historic

2025FDM265ReinfConcBox

the culvert is located at a riverine or tidal crossing. Refer to Chapter 4 of the Drainage Manual, evaluation and cost analysis should be performed in consultation with the District Drainage Engineer, precast drainage product facilities in accordance with Section 6.3 of the Materials Manual, of some culverts. The District Drainage Engineer should be consulted to determine the appropriate, apron, the apron must be cast - in-place. 265.8 Subbase Drainage In some situations where

D6-09-26-24BSN

- MANHOLE, ADJUST EA 1.000 0425- 16- 11 DRAINAGE MANHOLE- REPLACE TOP AND RIM EA 1.000 0660- 2-101, DRAINAGE PUSHBUTTON - DRAINAGE IMPROVEMENTS Limits: Midpoint Project(s):45107927201(*) Federal Aid No: N, advertisement Description: This contract consists of providing an efficient and safe operation drainage system, in Drainage Repair (Form No. 850-070-05) with the bid as an attachment or the bid may be deemed non

Standard Plans - FY 2021-22 CADD (DGN - CEL)

425-055 DGN Ditch Bottom Inlet - Type K 235 425-060 DGN Back of Sidewalk Drainage, for Outlet Control Structures 240 425-080 DGN Utility Conflicts thru Drainage Structures, Pipe Culverts - End Treatments 430-001 DGN Miscellaneous Drainage Details 280 430-010, for Endwalls 295 Structures - Miscellaneous Drainage 436-001 DGN Trench Drain, 6130 521-640 DGN Drainage Inlet Openings In Junction Slab - Wall Coping 6201

Standard Plans - FY 2020-21 CADD (DGN - CEL)

Ditch Bottom Inlet - Type K 235 425-060 DGN Back of Sidewalk Drainage, Structures 240 425-080 DGN Utility Conflicts thru Drainage Structures 307, Treatments 430-001 DGN Miscellaneous Drainage Details 280 430-010 DGN U-Type, 295 Structures - Miscellaneous Drainage 436-001 DGN Trench Drain 206 440-001, Coping 6130 521-640 DGN Drainage Inlet Openings In Junction Slab - Wall Coping

Standard Plans - FY 2023-24 CADD (DGN - CEL)

425-055 DGN Ditch Bottom Inlet - Type K 235 425-060 DGN Back of Sidewalk Drainage, Control Structures 240 425-080 DGN Utility Conflicts thru Drainage Structures, Culverts - End Treatments 430-001 DGN Miscellaneous Drainage Details 280 430-010 DGN, for Endwalls 295 Structures - Miscellaneous Drainage 436-001 DGN Trench Drain, 6130 521-640 DGN Drainage Inlet Openings In Junction Slab - Wall Coping 6201 521-650

Standard Plans - FY 2022-23 CADD (DGN - CEL)

425-060 DGN Back of Sidewalk Drainage 282 425-061 DGN Closed Flume Inlet, Conflicts thru Drainage Structures 307 425-090 DGN Safety Modifications for Inlets, Drainage Details 280 430-010 DGN U-Type Concrete Endwalls With Grates - 15" to 30" Pipe, 430-090 DGN Safety Modifications for Endwalls 295 Structures - Miscellaneous Drainage, -P Sidewalk - Wall Coping 6130 521-640 DGN Drainage Inlet Openings In Junction Slab