4220 search results for drainage

Exhibit 916-4

4 UNTITLED SHEET : C:\Worksets\FDOT\22049555201\Drainage\droptmtls01.dgn 8:36:47 AM 8/20/2025

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-916-4.pdf?sfvrsn=a80ca99b_1

400-011

Note 6) And PVC Drain Drainage Layer Tolerance) 6" Cl. (± 2" D e p t h ) ( T o e V a r, Slab in to be included in the Contract Unit Price for Concrete drain pipes, drainage layer, edge of Drain Pipe a minimum of 2'-0" from wall joints. at 10 ft. max. spacing (when Drainage Layer, with Specification 514. wall heights 3 ft. and higher. Wrap drainage layer as shown, with 6. Provide

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/400-011.pdf?sfvrsn=84302845_1

522-001

Index 522-002 For Joints PT PT See Index 522-002 for Joints A G A A PT A A Drainage Inlet Drainage Inlet A Strip Utility Sidewalk Sidewalk Clear Width 9" 9 " 45° Sidewalk G, D- " Formed Open Joints 8 1 C- " Dummy Joints, Tooled 8 1 B- (e.g. drainage inlets, - (e.g. drainage inlets and utility poles). driveways, sidewalk-intersections, and all other fixed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/522-001.pdf?sfvrsn=a3e039ed_1

E3Z07

debris located within the ditch area to maintain maximum drainage function. Mobilization

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/nov13/e3z07.pdf?sfvrsn=d89b279c_1

425-060

. 4 1 425-060 BACK OF SIDEWALK DRAINAGE 11/01/20 TYPE C (MODIFIED) INLET (Pipe Connection, 6 ' ) Unsupported Edge 3'-4" 2" Cover 4 2 425-060 BACK OF SIDEWALK DRAINAGE 11/01/20 SLAB, 1 Sod Slopes 1: 1 4 3 425-060 BACK OF SIDEWALK DRAINAGE 11/01/20 C (CY) (CY) 15 4'-9" 2.3, DRAINAGE 11/01/21

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/425-060.pdf?sfvrsn=2d37c076_1

SUWANNEE COUNTY_TWP2027-2031 WPPH_BY ITEM_10-13-2025_SUBJECT TO CHANGE

274 Type of Work: DRAINAGE IMPROVEMENTS Phase Funding Source 2027 2028 2029 2030 2031 Construction, for Project 432605-3 $7,825,985 437324-5 - LIVE OAK DRAINAGE WELLS Type of Work: DRAINAGE IMPROVEMENTS, & CONST HANGER TAXI LN & DRAINAGE PFL0010601 Type of Work: AVIATION CAPACITY PROJECT Phase Funding

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-item/suwannee-county_twp2027-2031-wpph_by-item_10-13-2025_subject-to-change.pdf?sfvrsn=5cb9ad5b_1

SUWANNEE COUNTY_TWP2027-2031 WPPH_BY DESCRIPTION_10-13-2025_SUBJECT TO CHANGE

Type of Work: DRAINAGE IMPROVEMENTS Phase Funding Source 2027 2028 2029 2030 2031 Construction State, By: Project Description SUBJECT TO CHANGE SUWANNEE COUNTY Highways 437324-5 - LIVE OAK DRAINAGE WELLS Type of Work: DRAINAGE IMPROVEMENTS Phase Funding Source 2027 2028 2029 2030 2031, LN & DRAINAGE PFL0010601 Type of Work: AVIATION CAPACITY PROJECT Phase Funding Source 2027 2028

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-description/suwannee-county_twp2027-2031-wpph_by-description_10-13-2025_subject-to-change.pdf?sfvrsn=43b5b787_1

RDB25-02

Management Engineers, District Drainage Engineers, District Materials Engineers, District Specifications

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/bulletin/rdb25-02.pdf?sfvrsn=e6eba9b5_1

OOD25-04

Engineers, District Drainage Engineers, District Materials Engineers, District Specifications

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/bulletins/ood25-04.pdf?sfvrsn=8ca58ad_1

E2X45Addenda001

The Improvements under this Contract consist of milling and resurfacing, base work, shoulder treatment, drainage

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/nov19/e2x45addenda001.pdf?sfvrsn=70cd201f_1

E21Q6-R0

mowing berms, slopes, pond and ditch bottoms, as well as trimming around trees, drainage structures

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/dec17/e21q6-r0.pdf?sfvrsn=3ec2e33d_1

E21W1-R0

. EXPERIENCE IN DRAINAGE REPAIR (FORM 850-070-05) MUST BE COMPLETED AND SUBMITTED WITH THE BID. Call Order

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/dec17/e21w1-r0.pdf?sfvrsn=1532f40e_1

ChristianaHolmes-WelcomtotheNewSS3Workspace

that are unique to that discipline will be found on that menu. Construction Drainage Geotechnical Roadway, Sections, TYPSRD • Summary of Quantities, SUMQRD • Summary of Drainage, SUMDRD • Clip Border file, for roadway design and for plans development, as well as drainage design and plans. For that reason we, . FDOT Plans Development Workflows for SS4 3. FDOT Drainage for SS4. • These manuals

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/christianaholmes-welcomtothenewss3workspace.pdf?sfvrsn=fdaee4d9_2

SPI-521-001

to support the project-specific sign support. I. Drainage Slots for Shoulder Barriers: As shown in Index 521-001, the Drainage Slots for Shoulder Barriers are intended for limited usage and are generally called for at toll sites only. These Drainage Slots are not intended to replace traditional drainage inlet structures for most locations. The use of Drainage Slots for Shoulder Barriers requires approval of the District Drainage Engineer. J. Shoulder Rocking or Minor Grade Separations

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-001.pdf?sfvrsn=a9911689_1
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