4220 search results for drainage
2024FDM907RFPConceptPlans
Management (4) Project Control (5) Roadway Plan-Profile (6) Stormwater Facilities (7) Drainage Map (8, /W lines Begin & end stations for the project Begin & end bridge stations Proposed drainage, topography, drainage structures, and utilities R/W lines Soil boring locations Fence and gate locations Drainage structures with structure and pipe labeling Stormwater facility delineation, , and sink holes and depressions DRAINAGE MAP Photographic (aerial) base map Centerline
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm907rfpconceptplans.pdf?sfvrsn=ff772dd6_1October 3, 2023
Important Letting Documents Full Advertisement Bid Items DBE Availability Fuel Allocations Work Class Breakouts Plan & Proposal Holders Mandatory Pre-Bid Meeting Attendance Supplements Proposal ID County Major Work Type Addendum E50F6 Districtwide Traffic Operations Pushbutton Signalization Contract w/ Mobilization 1, 2 E50F7 Districtwide Traffic Operations Pushbutton Roadway Contract w/ Mobilization 1, 2 E53C2 Volusia Drainage Repair E53C5 Lake Pavement Markings and RPMs E54B3
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/contracts-d5-lettings-2023/october-3-2023SPI-125-001
by Maintenance and utility permit operations. Department owned utilities (i.e., conduit and drainage pipe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-125-001.pdf?sfvrsn=5509de9b_1AppendixD
January 1, 2024 Drainage Design Guide Appendix D: Gutter Flow Using HEC-RAS Appendix D: Gutter Flow Using HEC-RAS APPENDIX D. GUTTER FLOW USING HEC-RAS January 1, 2024 Drainage Design Guide, ......................................................... D-2 January 1, 2024 Drainage Design Guide Appendix D, with pavement drainage and storm drain design, and is, therefore, discussed in Storm Drain Design, Chapter, radius can be solved using the cross slope, SX, and the spread, T: January 1, 2024 Drainage Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/appendixd.pdf?sfvrsn=8c322a3e_5E6P11-R0BidTabs
Desc: MIAMI-DADE E6P11-R0 Project(s): Contract: Contract Time: Vendor Ranking DRAINAGE, of drainage cleaning on various arterial state roads in Miami Dade County. The quantities shown on the Bid, No: DRAINAGE CLEANING MIAMI-DADE COUNTY - ROUTINE MAINTENANCE N/A Contract Descr: Unit Price Quantity, CONSTRUCTION, LLC Units ( ) indicates item is bid as Lump Sum 0001 (CLEAN DRAINAGE STRUCTURES (LF, ( ) indicates item is bid as Lump Sum 0001 (CLEAN DRAINAGE STRUCTURES (LF SECTION: 0030 E430 94 1 DESILT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2023/oct26/e6p11-r0bidtabs.pdf?sfvrsn=620c06fd_1E21F5-RFP-Addendum01Summary-12-8-23
Page 1 of 1 SR 212 (Beach Blvd.) from Cedar Swamp Creek to Brougham Avenue Drainage Improvements Duval County, Florida Financial Project Number(s): 432849-1-52-01 & 432849-1-52-02 Federal Aid Project Number(s): D221-013-B Contract Number: E21F5 Addendum #1 – December 8, 2023 RFP Revisions: Page Revision 5 Removed language related to exotic plants. 6-7 Updated Schedule of Events. 34 Removed pavement marking eradication language. 34-35 Removed detour design language. Bid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/design-build/e21f5/e21f5-rfp-addendum01summary-12-8-23.pdf?sfvrsn=9931d77d_1E6P18-R0BidTabs
: MIAMI-DADE E6P18-R0 Project(s): Contract: Contract Time: Vendor Ranking DRAINAGE CLEANING, Department of Transportation Contract Time: District 6 District: This contract consists of drainage, 365 CALENDAR DAYS Project(s): MIAMI-DADE Counties: 44423127201 (*) Fed Aid No: DRAINAGE, ENVIRONMENTAL LLC Units ( ) indicates item is bid as Lump Sum 0001 (CLEAN DRAINAGE STRUCTURES (LF SECTION, (CLEAN DRAINAGE STRUCTURES (LF SECTION: 0030 E425 73 5 CLEANING MANHOLES AND INLETS (MANUAL) 25.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2024/feb22/e6p18-r0bidtabs.pdf?sfvrsn=ac249d28_1SPI-425-020series
Standard Plans Instructions Topic No. 625-010-003 Index 425-020 through 425-025 Curb Inlets Types 1-10 FY 2024-25 1 Index 425-020 through 425-025 Curb Inlets Types 1-10 Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions, 2024-25 2 Plan Content Requirements Include Drainage Structure information in the Plans, Description Unit Measure 425-1 Inlet – Drainage EA See the BOE and Specification 425 for additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-020series.pdf?sfvrsn=9061bcb3_2SPI-444-T01
Standard Plans Instructions Topic No. 625-010-003 Index 444-T01 Deep Well Injection Box FY 2024-25 1 Index 444-T01 Deep Well Injection Box Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) Design Assumptions and Limitations Provide a casing depth of at least 60”. Open Hole Depth is 10’ – 20’. Determine size of Inflow and Outflow chambers using Table 3 of Index 425-010 and the size of the pipes. Provide a constant structure width, based on the largest pipe. Adjust
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-444-t01.pdf?sfvrsn=b97b0094_29480901int
the integrity of the drainage system. What financial impact does the change have; project costs, pay item, , Drainage. What is the impact to districts with this change? Clarifies requirements for submittals, Specifications eBook and Workbook are effective July 1st every year. 9480901 OPTIONAL DRAINAGE, : 948-9 Repair Systems for Rehabilitation of Pipe and Other Drainage Structures. 948-9.1 General
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/9480901int.pdf?sfvrsn=1239f22a_12025FDM901SeqOfPlans
drainage constraints such as base clearance water elevations, seasonal high groundwater elevations, , Drainage Plan, Mitigation Plan) should be at a permit-ready level of completion for the Phase II, Plans Set Key Sheet P P C F Signature Sheet P C F Drainage Map P P C F Typical Sections P C C F, Site P C F Drainage Structures P C F Stormwater Facility Plan P C F Drainage Map P P C F Roadway, Location URL and Work Limits • Governing Standards and Specifications DRAINAGE MAP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm901seqofplans.pdf?sfvrsn=f52658a_4SPI-125-001
by Maintenance and utility permit operations. Department owned utilities (i.e., conduit and drainage pipe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-125-001.pdf?sfvrsn=2c66e1b9_1SPI-425-020series
Standard Plans Instructions Topic No. 625-010-003 Index 425-020 through 425-025 Curb Inlets Types 1-10 FY 2025-26 1 Index 425-020 through 425-025 Curb Inlets Types 1-10 Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions, 2025-26 2 Plan Content Requirements Include Drainage Structure information in the Plans, Description Unit Measure 425-1 Inlet – Drainage EA See the BOE and Specification 425 for additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-020series.pdf?sfvrsn=aec4c40d_1SPI-444-T01
Standard Plans Instructions Topic No. 625-010-003 Index 444-T01 Deep Well Injection Box FY 2025-26 1 Index 444-T01 Deep Well Injection Box Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) Design Assumptions and Limitations Provide a casing depth of at least 60”. Open Hole Depth is 10’ – 20’. Determine size of Inflow and Outflow chambers using Table 3 of Index 425-010 and the size of the pipes. Provide a constant structure width, based on the largest pipe. Adjust
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-444-t01.pdf?sfvrsn=9e77daae_15300102.comm
5300102 REVETMENT SYSTEMS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Larry Jones 414-4305 larry.jones@dot.state.fl.us Comments: (3-19-18, Internal) Section 514 refers to 985 for material properties, however, 985 does not specify anything for “D- 2 filter fabric”; rather, it describes requirements for D-2 Drainage Geotextiles. I suggest Section 530 be left alone and Section 514 be revised to match 530 & 985. Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/5300102.comm.pdf?sfvrsn=7275646f_01050808.FHWA
/resources/training/structural/index.shtm. 1050808 All Jobs 105-8.10.2 Precast Concrete Drainage, /Inspector Level IIthe following certifications.: 105-8.10.2.1.1 Precast Concrete Drainage and Incidental, Control Level IIIthe following certifications.: 105-8.10.2.2.1 Precast Concrete Drainage Technician Level II: Precast Concrete Drainage Technician Level I, Quality Control Inspector in accordance, 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/fhwa/1050808.fhwa.pdf?sfvrsn=9ff4acb7_2SP4440000
DEEP DRAINAGE WELLS. (REV 11-9-93) (7-00) PAGE 438. The following new Section is added after Section 443: SECTION 444 DEEP DRAINAGE WELLS 444-1 Description. Constructdeepwellsinaccordancewiththedetailsshownintheplans. 444-2Materials, drainage wells. Drill the wells of the specified diameter to a depth which will produce the minimum, the well, removing all solid material. At this time, have all inlets and other drainage structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp4440000.pdf?sfvrsn=cf62d095_09430000.resp
on the current FDOT Drainage Manual and Culvert Service Life Estimator. Response: Excellent catch! Change, may approve pipe gages based on the current FDOT Drainage Manual and Culvert Service Life Estimator, to the drainage manual. You may want to contact the State Drainage Office with your concerns. Changes made. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/9430000.resp.pdf?sfvrsn=e64f765_09480107.impl
948 OPTIONAL DRAINAGE PRODUTS AND LINER REPAIR SYSTEMS. (REV 6-20-14) (FA 7-28-14) (1-15) SUBARTICLE 948-1.7 is deleted and the following substituted: 948-1.7 PVC Pipe (12 Inches to 48 Inches): PVC pipe for side drain, cross drain, storm drain and other specified applications shall conform to AASHTO M278 for smooth wall PVC pipe or ASTM F949 for PVC ribbed pipe. Resin shall contain a minimum of 1.5% by weight of titanium dioxide for UV protection. Mitered end sections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/9480107.impl.pdf?sfvrsn=68d6881a_0SP4440000
DEEP DRAINAGE WELLS. (REV 11-9-93) (7-00) PAGE 438. The following new Section is added after Section 443: SECTION 444 DEEP DRAINAGE WELLS 444-1 Description. Constructdeepwellsinaccordancewiththedetailsshownintheplans. 444-2Materials, drainage wells. Drill the wells of the specified diameter to a depth which will produce the minimum, the well, removing all solid material. At this time, have all inlets and other drainage structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp4440000.pdf?sfvrsn=afb9f8d1_0