4220 search results for drainage
Exhibit 910-4
UTILITY ADJUSTMENTS 42 - 47 ROADWAY CROSS SECTIONS 20 - 29 DRAINAGE STRUCTURES 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 SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-910-4.pdf?sfvrsn=e0236584_1Redlines Exhibit 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/redlines-exhibit-910-1.pdf?sfvrsn=e9f10150_1Redlines Exhibit 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/redlines-exhibit-910-2.pdf?sfvrsn=95082777_1Redlines Exhibit 910-4
UTILITY ADJUSTMENTS 42 - 47 ROADWAY CROSS SECTIONS 20 - 29 DRAINAGE STRUCTURES 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 SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-910-4.pdf?sfvrsn=6a2caede_1Exhibit 918-1
NO. FINANCIAL PROJECT ID COUNTY 5 DRAINAGE MAP 220495-5-52-01 WAKULLA SR 61 8 / 1 2 / 2 0, P M R D 9 6 0 J M Date: 1/1/21 Drainage Map Exhibit 918-1 TALLAHASSEE, FL 32301 123
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-918-1.pdf?sfvrsn=82b895ba_12025FDM904LandOppPlan
, Drainage, Signage, ITS, R/W) when developing the Landscape Opportunity Plan. Submit the completed, jurisdictional lines • Drainage retention areas • Utilities • Outdoor advertising view zones The Landscape
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm904landoppplan.pdf?sfvrsn=c5defad2_12025FDM915PlanProfile
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, such as feathering, friction course, guardrail, drainage work, signing and marking work, widths change. Dimension the traveled way of side streets and driveways. • Display proposed drainage systems by depicting drainage pipes and French drain with a single line, and the outline of inlets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm915planprofile.pdf?sfvrsn=86850325_1FDOTSS4LDMEnhancementsQA
for the Summary of Drainage Structures? As far as I know, there is no template listed for this. Do I use some generic template and modify it? A: There is a VBA to create the Summary of Drainage structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/fdotss4ldmenhancementsqa_c8d19989-e756-493d-984a-0c0023606e93.pdf?sfvrsn=73cd1497_0400-011FHWAApproved
(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/2026/400-011fhwaapproved.pdf?sfvrsn=8f7a8475_144893815201-RoadwayGeotechReport
during construction in areas of high or perched groundwater conditions. Positive s ite drainage should, - The estimated seasonal high water table is affected by a number of factors. The drainage, that the site drainage existing at the time the borings were conducted is maintained. If site drainage, site drainage should be established early during construction, in order to reduce ponding, drainage, and wrapping pipe joints. 4.5.1 Boring TH-240 As previously described, Boring TH-240
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-roadwaygeotechreport.pdf?sfvrsn=a71992bc_1400-010
drainage requirement See Roadway Plans for of Wall Front Face Plastic sleeve of Wall Front Face, to prevent fill from washing out. in accordance with Specification 514 around the free drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/400-010.pdf?sfvrsn=a6f244ac_1436-001
with the manufactured system for Type I drains at the drain to drainage structures. 2. Stub trench drain directly into drainage structures or install outlet pipes to connect trench the outlet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/436-001.pdf?sfvrsn=5092d8e9_1521-640
9 / 1 0 / 2 0 2 4 1 : 3 7 : 4 0 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 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/2026/idx/521-640.pdf?sfvrsn=f14719bb_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/exhibit-906-1.pdf?sfvrsn=e7c77ff_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/exhibit-910-1.pdf?sfvrsn=6307273c_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/exhibit-910-2.pdf?sfvrsn=55ea727f_1Exhibit 910-4
UTILITY ADJUSTMENTS 42 - 47 ROADWAY CROSS SECTIONS 20 - 29 DRAINAGE STRUCTURES 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 SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-910-4.pdf?sfvrsn=b336ad0a_1Exhibit 918-1
NO. FINANCIAL PROJECT ID COUNTY 5 DRAINAGE MAP 220495-5-52-01 WAKULLA SR 61 8 / 1 2 / 2 0, P M R D 9 6 0 J M Date: 1/1/21 Drainage Map Exhibit 918-1 TALLAHASSEE, FL 32301 123
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-918-1.pdf?sfvrsn=1199675_1ERS Slow Response
Florida Department of TRANSPORTATION MAC Quick Sheet October 17, 2024 ERS System Response Issues The MAC Earthwork Record System (ERS) consumes a very large amount of device memory, especially on complex projects where there is extensive testing due to deep fill areas, multiple phases or stepped construction sequence for construction types like retaining walls, drainage structures, to reduce the number of samples. 2. Drainage MAC still displays the first 30 pipe runs. a. Enter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/ers-slow-response.pdf?sfvrsn=2664fd46_3SPI-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/2026/spi/spi-102-201.pdf?sfvrsn=6a3bc5d7_1