4220 search results for drainage

635-005

VAULT 11/01/24 areas, place the structure's top above the drainage feature elevation. splice vaults are placed within drainage, water treatment, or water conveyance elevations above the seasonal high

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/635-005.pdf?sfvrsn=2adeeba_1

639-001

For Drainage (Typ.) Or Crushed Stone 12" Bed Of Pearock For Drainage (Typ.) Or Crushed Stone 12" Bed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/639-001.pdf?sfvrsn=589582e4_1

715-001

" bed of Pearock or crushed stone for drainage PVC Conduit PVC Conduit Pole Ground Conductor SPD Ground Conductor Surge Protective Device (SPD) Equipment Ground Conductor for drainage. crushed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/715-001.pdf?sfvrsn=c5e1a8e_1

SPI-102-200

. Establish temporary bridge length to accommodate project geometric needs, environmental permits, drainage, no opposing traffic; however, a curb may be required due to drainage needs. An Index 300, Type D Concrete

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-102-200.pdf?sfvrsn=600fc930_1

SPI-460-477

having no opposing traffic; however, a Curb may be required due to drainage needs. An Index, and details of any existing utilities, conduits, drainage structures, sign structures and luminaire supports

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-460-477.pdf?sfvrsn=7e10712b_1

SPI-521-002

, drainage structures, etc. as shown. Footing configurations along a continuous run of Pier, Wall (when required) and footings adjacent to bridge piers, columns or footings, drainage

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-002.pdf?sfvrsn=6a0856f5_1

Materials Manual

Investigations (Discontinued 1/8/2025) N/A N/A CHAPTER 6: Manufactured Drainage Products Section Title, 6.3 Precast Concrete Drainage Structures and Box Culverts V1-Section 6.3 [PDF-105KB] V2-Section 6.3

https://www.fdot.gov/materials/administration/resources/library/publications/materialsmanual/default.shtm

Exhibit 918-1

OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. FINANCIAL PROJECT ID COUNTY 5 DRAINAGE MAP, e . d g n 2 : 1 2 : 4 2 P M K N A S D M S Date: 1/1/26 Drainage Map Exhibit

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-918-1.pdf?sfvrsn=68667b46_2

2026FDM900NexGenPlans

) when appropriate (e.g., for Drainage Maps, supplemental site maps, bridge repair plans). 900.2, decimal places. • Flow Line Elevations - in feet to 2 decimal places. • Drainage Structure

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm900nexgenplans.pdf?sfvrsn=17e4cba8_1

400-010

) See Plans for Drainage Front Face of Wall Front Face and Back Face of Wall. and Extend ½" Beyond, Allow Free Drainage. Provide and Install Type Broken Stone or Gravel, Graded and Placed to Install

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/400-010.pdf?sfvrsn=95ed897a_2

2026FDM944LandscapePlans

and curbs, fencing, guardrail, railroads, bridges, drainage structures, and other similar items, ) Setbacks from structural elements or drainage systems (4) Mowing limits (5) Installations of tree

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm944landscapeplans.pdf?sfvrsn=fbfd3fd0_2

2026FDM921TTCP

or permanent drainage work (6) Disposition of existing sign installations (e.g., guide signs, route, required temporary drainage on the TTCP sheet. Include critical sectional views as discussed in FDM

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm921ttcp.pdf?sfvrsn=252dc42f_3

2026FDM915PlanProfile

roadway elements such as pavement width, medians, paved shoulders, curbs, drainage elements, , and bridges, drainage structures and similar items, as well as streams, ponds, lakes, wooded areas, such as feathering, friction course, guardrail, drainage work, signing and marking work, sidewalk, shared, proposed drainage systems by depicting drainage pipes and French drain with a single line, ). Provide a bridge number and a drainage structure number for all bridge culverts. Display proposed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm915planprofile.pdf?sfvrsn=71215c1a_3

community-awareness-plan-(cap)-template---updated-may-2024

, replacing signing in poor condition, new pavement markings, replacing/relocating drainage structures within the crosswalk / bike lanes and installing new drainage structure within a swale. SR A1A (Roadway

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/districts/d4/community-awareness-plan-(cap)-template---updated-may-2024.docx?sfvrsn=9d698aaa_1

MikeRacca-RRRDesignAndModelingPart1And2

for Cross Sections and assign Coordinate System. Save .dwg. For Drainage Structure Cross Sections set Discipline to Road and File Group to Drainage Design Files. • Attach External Reference’s ( X ref

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/mikeracca-rrrdesignandmodelingpart1and2.pdf?sfvrsn=bb276231_2

521-001IntReviewPkg

that are too short. Sheets 15 & 16: This revision now shows the top of the drainage inlet at 2, ), Drainage Slot Option Pavement shown herein may be substituted with material for an alternate usage where, . 12. DRAINAGE INLETS: Where called for in the Plans, install corresponding inlets per Indexes, Class II concrete for Shoulder Barrier - Section Options (Continued), Drainage Slot Option, : Where called for in the Plans, install aluminum light poles per Index 715-002. 12. DRAINAGE INLETS

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/521-001intreviewpkg.pdf?sfvrsn=92a57f4d_1

521-001IndReviewPkg

that are too short. Sheets 15 & 16: This revision now shows the top of the drainage inlet at 2, ), Drainage Slot Option Pavement shown herein may be substituted with material for an alternate usage where, . 12. DRAINAGE INLETS: Where called for in the Plans, install corresponding inlets per Indexes, Class II concrete for Shoulder Barrier - Section Options (Continued), Drainage Slot Option, : Where called for in the Plans, install aluminum light poles per Index 715-002. 12. DRAINAGE INLETS

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/521-001indreviewpkg.pdf?sfvrsn=39722fbb_1

521-001FHWAReviewPkg

that are too short. Sheets 15 & 16: This revision now shows the top of the drainage inlet at 2, ), Drainage Slot Option Pavement shown herein may be substituted with material for an alternate usage where, . 12. DRAINAGE INLETS: Where called for in the Plans, install corresponding inlets per Indexes, Class II concrete for Shoulder Barrier - Section Options (Continued), Drainage Slot Option, : Where called for in the Plans, install aluminum light poles per Index 715-002. 12. DRAINAGE INLETS

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/521-001fhwareviewpkg.pdf?sfvrsn=2c70c442_1

521-001FHWAApproved

that are too short. Sheets 15 & 16: This revision now shows the top of the drainage inlet at 2, ), Drainage Slot Option Pavement shown herein may be substituted with material for an alternate usage where, . 12. DRAINAGE INLETS: Where called for in the Plans, install corresponding inlets per Indexes, Class II concrete for Shoulder Barrier - Section Options (Continued), Drainage Slot Option, : Where called for in the Plans, install aluminum light poles per Index 715-002. 12. DRAINAGE INLETS

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/521-001fhwaapproved.pdf?sfvrsn=b6220876_1

2024FDM917StormwaterFacilities

917.1 General A stormwater facility is often located at the downstream end of the drainage system, of construction. Include a north arrow and scale above and near the drainage plan view. (2) Elements of the proposed roadway, including drainage pipes and structures. (3) Location of stormwater facility, drainage structures and pipes with location of outlet structure sectional views (i.e., C-C, D-D) 917.3, outlet structure drainage structure number. • Outlet pipe(s), with pipe number • Skimmer(s

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm917stormwaterfacilities.pdf?sfvrsn=8ba57b8_1
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