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v1-section6.2 - clean
Topic No.: 675-000-000 Materials Manual Manufactured Drainage Products Revised: September 17, No.: 675-000-000 Materials Manual Manufactured Drainage Products Revised: September 17, 2025 Volume I, ), District Construction Office (DCO), and the State Drainage Office. 6.2.5 GENERAL INFORMATION, personnel, including District concrete engineers/technologists, District and State drainage, Manufactured Drainage Products Revised: September 17, 2025 Volume I: Quality Assurance Program
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elements (4) Meeting access management requirements (5) Providing new or improved drainage, pavement only [Level 2 or 3]. (10) (E) Extend drainage structures [Level 3]. (11) (E) Guardrail, , and superelevation of curves. (4) Shoulder treatments and side slopes. (5) Drainage features, including cross drains and drainage structures. Evaluate District Drainage and Maintenance reported drainage issues, ) Intersection and bridge elements (i) Sight distances (j) Drainage (including erosion or siltation
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requirements (5) Providing new or improved drainage conveyance or treatment facilities (6) Making, ) Extend drainage structures [Level 3]. (11) (E) Guardrail, end treatments, (safety) [Level 2]. (12, , length, and superelevation of curves. (4) Shoulder treatments and side slopes. (5) Drainage features, including cross drains and drainage structures. Evaluate District Drainage and Maintenance reported drainage issues. (6) Clear zone or lateral offset, and shielding devices (7) Location
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drainage conveyance or treatment facilities (6) Making intersection improvements (see FDM 212, shoulder pavement only [Level 2 or 3]. (10) (E) Extend drainage structures [Level 3]. (11) (E, , length, and superelevation of curves. (4) Shoulder treatments and side slopes. (5) Drainage features, including cross drains and drainage structures. Evaluate District Drainage and Maintenance reported drainage issues. (6) Clear zone or lateral offset, and shielding devices. (7) Location and design
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access management requirements (5) Providing new or improved drainage conveyance or treatment, ]. (10) (E) Extend drainage structures [Level 3]. (11) (E) Guardrail, end treatments, (safety) [Level 2, ) Drainage features, including cross drains and drainage structures. Evaluate District Drainage and Maintenance reported drainage issues. (6) Clear zone or lateral offset, and shielding devices. (7, and bridge elements. (i) Sight distances. (j) Drainage (including erosion or siltation issues). (k
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access management requirements (5) Providing new or improved drainage conveyance or treatment, ) (E) Extend drainage structures [Level 3]. (11) (E) Guardrail, end treatments, (safety) [Level 2, ) Radius, length, and superelevation of curves. (4) Shoulder treatments and side slopes. (5) Drainage features, including cross drains and drainage structures. Evaluate District Drainage and Maintenance reported drainage issues. (6) Clear zone or lateral offset, and shielding devices. (7) Location
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm114rrr.pdf?sfvrsn=c9bca26a_112026FDM114RRR
access management requirements (5) Providing new or improved drainage conveyance or treatment, ) (E) Extend drainage structures [Level 3]. (11) (E) Guardrail, end treatments, (safety) [Level 2, ) Radius, length, and superelevation of curves. (4) Shoulder treatments and side slopes. (5) Drainage features, including cross drains and drainage structures. Evaluate District Drainage and Maintenance reported drainage issues. (6) Clear zone or lateral offset, and shielding devices. (7) Location
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm114rrr.pdf?sfvrsn=4b93c454_2Pt2Ch11-073124_clean
Water Resources Table of Contents Conceptual Drainage and Pond Siting Analysis ............... 11-16 11.4.3.2.1 Existing Drainage Conditions .................................. 11-16 11.4.3.2.2 Proposed Drainage Conditions ............................... 11-17 11.4.3.2.3 Pond Siting Analysis, runoff, precipitation, atmospheric deposition, drainage, or seepage. Numeric Nutrient Criteria (NNC, Number (WBID) – unique identifiers assigned to polygons that roughly delineate the drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/pt2ch11-073124_clean.pdf?sfvrsn=bbaae2f_1NPDES CGP SWPPP Template for FDOT Projects_form
Station Offset Drainage Area (acres) Discharge to Surface Water or MS4 FORMTEXT FORMTEXT, the construction activity for each drainage area. FORMTEXT Site Map Include a site map, . •Locations where dewatering operation will occur. •Drainage patterns and approximate slopes, * Drainage patterns Drainage Map Drainage Drmprd* Approximate slopes and elevations anticipated after, (s) Bridge Hydraulic Recommendation Sheet(s) Lateral Ditch XS Sheet(s) Drainage Pdplrd* Pdxsrd
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" Cover) Adjusted No. 4 Bars Line Shldr. (See Note 2) DRAINAGE SLOT SECTION (See Note 2) DRAINAGE SLOT ELEVATION Face of Shoulder Barrier (Typ.) Slot (Typ.) ¡ Drainage 8" Sp. Max. (Typ.) Bars 5V2 @ 8" Sp. Max. (Typ.) Bars 5U3 @ ±1:15 Slope Max. Bars 5V2 & 5U3 Drainage Slots) (Typ. Adjacent to Paired Bars 5U3 require pairing on both sides of slots. accommodate Drainage Slots, Footing Section. the Plans. Drainage Slots may be used for all Shoulder 2. DRAINAGE SLOT OPTION
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" Cover) Adjusted No. 4 Bars Line Shldr. (See Note 2) DRAINAGE SLOT SECTION (See Note 2) DRAINAGE SLOT ELEVATION Face of Shoulder Barrier (Typ.) Slot (Typ.) ¡ Drainage 8" Sp. Max. (Typ.) Bars 5V2 @ 8" Sp. Max. (Typ.) Bars 5U3 @ ±1:15 Slope Max. Bars 5V2 & 5U3 Drainage Slots) (Typ. Adjacent to Paired Bars 5U3 require pairing on both sides of slots. accommodate Drainage Slots, Footing Section. the Plans. Drainage Slots may be used for all Shoulder 2. DRAINAGE SLOT OPTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-001indreviewpkg.pdf?sfvrsn=fefb1f67_1521-001FHWAReviewPkg
" Cover) Adjusted No. 4 Bars Line Shldr. (See Note 2) DRAINAGE SLOT SECTION (See Note 2) DRAINAGE SLOT ELEVATION Face of Shoulder Barrier (Typ.) Slot (Typ.) ¡ Drainage 8" Sp. Max. (Typ.) Bars 5V2 @ 8" Sp. Max. (Typ.) Bars 5U3 @ ±1:15 Slope Max. Bars 5V2 & 5U3 Drainage Slots) (Typ. Adjacent to Paired Bars 5U3 require pairing on both sides of slots. accommodate Drainage Slots, Footing Section. the Plans. Drainage Slots may be used for all Shoulder 2. DRAINAGE SLOT OPTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-001fhwareviewpkg.pdf?sfvrsn=473965ca_1521-001FHWAApproved
" Cover) Adjusted No. 4 Bars Line Shldr. (See Note 2) DRAINAGE SLOT SECTION (See Note 2) DRAINAGE SLOT ELEVATION Face of Shoulder Barrier (Typ.) Slot (Typ.) ¡ Drainage 8" Sp. Max. (Typ.) Bars 5V2 @ 8" Sp. Max. (Typ.) Bars 5U3 @ ±1:15 Slope Max. Bars 5V2 & 5U3 Drainage Slots) (Typ. Adjacent to Paired Bars 5U3 require pairing on both sides of slots. accommodate Drainage Slots, Footing Section. the Plans. Drainage Slots may be used for all Shoulder 2. DRAINAGE SLOT OPTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-001fhwaapproved.pdf?sfvrsn=9871c828_1SS4270000.review
Specification: SS4270000 Sealing of Drainage Structures Attached for your review and comments is a copy, the Sealing of Drainage Structures SEALING OF DRAINAGE STRUCTURES. (REV 6-8-17) The following new Section is added after Section 425: SECTION 427 SEALING OF DRAINAGE STRUCTURES 427-1 Description. Seal, with the manufacturer’s procedures. 427-5 Materials. 425-5.1 Chemical Sealing of Drainage Structures, SS4270000 Maintenance Jobs involving the Sealing of Drainage Structures Cured Foam Water
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and the following substituted: 430-1 Description. Furnish and install drainage pipe and end sections, pipe culverts and drainage products from a plant that is currently on the Department’s Production, , and this Section. Ensure that each shipment of drainage products to the project site, on pipes entering and leaving drainage structures. 2. Provide a 2 to 4 inch pipe overhang beyond the drainage structure internal walls. 3. For pipes without welded joints, meet the following
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. Values for AOS are maximum average roll values. Geotextile Selection In-situ Soil Types or Drainage, T88. 9850200.D01 All Jobs Table 1.1 Drainage Geotextiles Test Methods and Requirements, Methods and Requirements for Drainage Geotextiles Types D-4/6 and D-5 Property/Test Method D-4/6 D-5, laboratory approved by the State Drainage Engineer. 9850200.D01 All Jobs Table 3 Test Methods, is deleted and the following substituted: 985-4.1.1 Drainage: Select geotextile materials that meet
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values. Geotextile Selection In-situ Soil Types or Drainage Application % passing a No. 200 Sieve, Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test Method, sieve = 0.212 9850200.D012 All Jobs Table 1.2 Test Methods and Requirements for Drainage, by the State Drainage Engineer. 9850200.D012 All Jobs Table 3 Test Methods and Requirements for Structural, substituted: 985-4.1.1 Drainage: Select geotextile materials that meet the required permeability
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as a drainage carrier pipe per the contract documents, extend the casing the entire length from drainage structure to drainage 5560200.D01 All Jobs structure. Maintain a uniform diameter, wall thickness and material type for the entire length of the casing from drainage structure to drainage, noted in the Department Drainage Manual Chapter 6. For purposes of determining service life, as a drainage carrier pipe, extend the casing the entire length from drainage structure to drainage structure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/5560200.fhwa.pdf?sfvrsn=e171d05_0Section61V2-724cln
Topic No.: 675-000-000 Materials Manual, Manufactured Drainage Products Effective: July 2024, (Specifications). Drainage Manual, Florida Department of Transportation. American Society, system (MAC), Florida Department Topic No.: 675-000-000 Materials Manual, Manufactured Drainage, Plan Topic No.: 675-000-000 Materials Manual, Manufactured Drainage Products Effective: July, Materials Manual, Manufactured Drainage Products Effective: July 2024 Revised: May 11, 2023
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, for Drainage Maps, supplemental site maps, bridge repair plans). 900.2 Labeling and Dimensioning, . • Flow Line Elevations - in feet to 2 decimal places. • Drainage Structure Elevations (e.g., X 916 Drainage Structures X X X X 917 Stormwater Facilities X X X X 918 Drainage Map X X X X, of design constraints or problems (6) Document off-site and pavement drainage constraints, , Plan-Profile, Stormwater Facility Plan, Drainage Plan, Mitigation Plan) should be permit ready level
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