4220 search results for drainage
521-640
1 0 / 3 / 2 0 2 3 1 : 1 6 : 3 9 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX 1 1 521-640 - WALL COPING 11/01/19 DRAINAGE INLET OPENINGS IN JUNCTION SLAB Joint Filler (Typ. all Sides) 1" Preformed Expansion Wall Inlet) (Typ.) required to clear Barrier Bars 5B2 (Field Cut as (Junction Slab Shown, Raised Sidewalk, BENDING DIAGRAMS - DRAINAGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-640.pdf?sfvrsn=90d3986d_1D5-11-07-23WorkClassBreakouts
/ Asphalt Paving Experience Required / Drainage Repair ** Note: All prequalified contractors, Experience Required/ Drainage Repair Experience/ Prequalification Not Required 10/06/2023
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2023/nov07/d5-11-07-23workclassbreakouts.pdf?sfvrsn=cde498b0_1SPI-102-201
bridge length to accommodate project geometric needs, environmental permits, drainage requirements, etc, , a curb may be required due to drainage needs. An Index 520-001, Type D Concrete Curb is generally
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-102-201.pdf?sfvrsn=180f2c8d_12024FDM915PlanProfile
such as pavement width, medians, paved shoulders, curbs, drainage elements, tapers, turn provisions, , underground and overhead utilities, walls, curbs, pavements, fences, railroads, and bridges, drainage, , friction course, guardrail, drainage work, signing and marking work, and sidewalk may fall outside, of side streets and driveways. • Display proposed drainage system by depicting drainage pipes, a bridge number and a drainage structure number for all bridge culverts. Display proposed bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm915planprofile.pdf?sfvrsn=42e28c68_1SPI-102-201e
bridge length to accommodate project geometric needs, environmental permits, drainage requirements, etc, , a curb may be required due to drainage needs. An Index 520-001, Type D Concrete Curb is generally
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-102-201e.pdf?sfvrsn=df70cc76_1452794 Technical Scope_Draft_rev
projects within the same limits (such as safety, sidewalk or drainage projects): N/A 4. Adjacent, the existing superelevation in place. Drainage Scope Items: The existing drainage consists, cable barrier may need to be replaced, sufficient positive drainage will need the be addressed, . There are no apparent drainage issues, however, include a rainy day visit to determine drainage facilities are functioning correctly. 8 All drainage structure end treatment is outside the clear zone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25120/452794-technical-scope_draft_rev.pdf?sfvrsn=a80bf25_1453561 Technical Scope_Draft_rev
the same limits (such as safety, sidewalk or drainage projects): N/A 4. Adjacent Projects: 449187-1, Drainage Scope Items: The existing drainage consists of an open system with ditch conveyance of roadway, , sufficient positive drainage will need the be addressed. The project may need cross slope correction requiring the hydroplaning to be analyzed. There are no apparent drainage issues, however, include a rainy day visit to determine drainage facilities are functioning correctly. All drainage structure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25120/453561-technical-scope_draft_rev.pdf?sfvrsn=f02bec4c_1D5-03-05-24WorkClassBreakouts
/ Drainage Repair 8 E58C6 412326-5-72-49 $165,000 Experience Required / Drainage Repair 9 E5X46
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/mar05/d5-03-05-24workclassbreakouts.pdf?sfvrsn=aa51770f_1E55C9BidTabs
in the performance of Drainage Repair, or the Project Superintendent must have at least three (3, of prequalification with the Department in "Drainage" will suffice to meet the above requirements. 90
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/feb06/e55c9bidtabs.pdf?sfvrsn=61e914d7_2453561 Technical Scope_Final
, sidewalk or drainage projects): N/A 4. Adjacent Projects: 449187-1 RRR (2025) RRR MP 1.347 to MP, or exceptions are anticipated for this project. Drainage Scope Items: The existing drainage consists, where cable barrier may need to be replaced, sufficient positive drainage will need the be addressed, . There are no apparent drainage issues, however, include a rainy day visit to determine drainage facilities are functioning correctly. All drainage structure end treatment is outside the clear zone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25120/453561-technical-scope_final.pdf?sfvrsn=203e4ac8_1452794 Technical Scope_Final
(such as safety, sidewalk or drainage projects): N/A 4. Adjacent Projects: 201032-5 (2020) Interchange, to leave the existing superelevation in place. Drainage Scope Items: The existing drainage consists, where cable barrier may need to be replaced, sufficient positive drainage will need the be addressed, . There are no apparent drainage issues, however, include a rainy day visit to determine drainage facilities are functioning correctly. All drainage structure end treatment is outside the clear zone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25120/452794-technical-scope_final.pdf?sfvrsn=8dfbb5c1_1E1X08-R0
- MODIFY EXISTING DRAINAGE STRUCTURE EA 2.000 0425- 14- 1 GRATE FOR EXISTING DRAINAGE STRUCTURE, FURNISH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/apr18/e1x08-r0.pdf?sfvrsn=7ff0a719_1E57C4BidTabs
of Drainage Repair, or the Project Superintendent must have at least three (3) years of like, with the Department in "Drainage" will suffice to meet the above requirements. 120 CALENDAR DAYS Project(s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/apr02/e57c4bidtabs.pdf?sfvrsn=1674f503_1Documents and Publications
Evaluation Report I-95 Location Hydraulics Report I-95 Conceptual Drainage Report I-95, Report Appendix A Concept Plans Conceptual Drainage Report Location Hydraulics Report Noise Study Report
https://www.fdot.gov/projects/sr9/documents-publications.html400-011IntReviewPkg
(Spread Footings) Prepare Foundation Per (See Note 6) And PVC Drain Drainage Layer Tolerance) 6, for Junction Slab in to be included in the Contract Unit Price for Concrete drain pipes, drainage, Drainage Layer is required). Locate end of the PVC Drain Pipe. Provide 2" Ø PVC Drain Pipe (Sch. 40, with Specification 514. wall heights 3 ft. and higher. Wrap drainage layer as shown, with 6, Spec. 455 (Spread Footings) Prepare Foundation Per (See Note 6) And PVC Drain Drainage Layer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/400-011intreviewpkg.pdf?sfvrsn=fc8cb379_1400-011IndReviewPkg
(Spread Footings) Prepare Foundation Per (See Note 6) And PVC Drain Drainage Layer Tolerance) 6" Cl, for Junction Slab in to be included in the Contract Unit Price for Concrete drain pipes, drainage, Drainage Layer is required). Locate end of the PVC Drain Pipe. Provide 2" Ø PVC Drain Pipe (Sch. 40, with Specification 514. wall heights 3 ft. and higher. Wrap drainage layer as shown, with 6. Provide, Spec. 455 (Spread Footings) Prepare Foundation Per (See Note 6) And PVC Drain Drainage Layer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/400-011indreviewpkg.pdf?sfvrsn=6575ab8d_1400-011FHWAReviewPkg
(Spread Footings) Prepare Foundation Per (See Note 6) And PVC Drain Drainage Layer Tolerance) 6" Cl, for Junction Slab in to be included in the Contract Unit Price for Concrete drain pipes, drainage, Drainage Layer is required). Locate end of the PVC Drain Pipe. Provide 2" Ø PVC Drain Pipe (Sch. 40, with Specification 514. wall heights 3 ft. and higher. Wrap drainage layer as shown, with 6. Provide, Spec. 455 (Spread Footings) Prepare Foundation Per (See Note 6) And PVC Drain Drainage Layer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/400-011fhwareviewpkg.pdf?sfvrsn=fb98a6e4_1Exhibit 906-1
construction personnel with drainage concerns. DO NOT USE THE INFORMATION ON THIS SHEET, /2p9brn2y DRAINAGE AREA = 20.6 SQ. MI. Exhibit 906-1 Recommendations Bridge Hydraulic Date: 1/1/2023
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-906-1.pdf?sfvrsn=72109d74_1Exhibit 910-1
REPORT OF CORE BORINGS GR-2* SOIL SURVEY GR-1* MISCELLANEOUS STRUCTURES 52 SELECTIVE CLEARING AND GRUBBING 48 - 51 UTILITY ADJUSTMENTS 42 - 47 TEMPORARY TRAFFIC CONTROL PLAN 34 - 41 VERIFIED UTILITY LOCATE 30 - 33 ROADWAY CROSS SECTIONS 20 - 29 DRAINAGE STRUCTURES 18 - 19 SPECIAL DETAILS 17 TRAFFIC MONITORING SITE 15 - 16 ROADWAY PLAN-PROFILE 12 - 14 GENERAL NOTES 11 PROJECT CONTROL 10 MODEL MANAGEMENT 7 - 9 TYPICAL SECTION DETAILS 6 TYPICAL SECTIONS 4 - 5 DRAINAGE MAP 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-910-1.pdf?sfvrsn=2a5c8c9_1Exhibit 910-2
REPORT OF CORE BORINGS GR-2* SOIL SURVEY GR-1* MISCELLANEOUS STRUCTURES 52 SELECTIVE CLEARING AND GRUBBING 48 - 51 UTILITY ADJUSTMENTS 42 - 47 TEMPORARY TRAFFIC CONTROL PLAN 34 - 41 VERIFIED UTILITY LOCATE 30 - 33 ROADWAY CROSS SECTIONS 20 - 29 DRAINAGE STRUCTURES 18 - 19 SPECIAL DETAILS 17 TRAFFIC MONITORING SITE 15 - 16 ROADWAY PLAN-PROFILE 12 - 14 GENERAL NOTES 11 PROJECT CONTROL 10 MODEL MANAGEMENT 7 - 9 TYPICAL SECTION DETAILS 6 TYPICAL SECTIONS 4 - 5 DRAINAGE MAP 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-910-2.pdf?sfvrsn=ead06ed7_1