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449122-1_SR72_PHIIR_Conflict_Matrix_PH IV

' horizontally from the proposed drainage pipe. UAO to monitor and protect during construction 2 TECO, crosses a proposed drainage pipe; however, it does not appear to be a direct conflict vertically, crosses a proposed drainage structure; however, it does not appear to be a direct conflict vertically, with the proposed drainage pipe (between S-6 and S-7). UAO to relocate utility 5 TECO Peoples, /A Wooden power pole is located in close proximity to the proposed drainage structure and pipe

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26121/449122-1_sr72_phiir_conflict_matrix_ph-iv.pdf?sfvrsn=766dd6f4_1

447887-1 PH IV ERC Comments

MCCLISH DRAINAGE Created By Created On Version Delegate For JACOB MCCLISH 6/17/2025 1 No Drainage, drainage improvements. Megan Lerner 7/15/2025 1 The Drainage Tech Memo was included, for spread, storm tabs and other information on the proposed drainage improvements for both FPIDs, Current Holder Reference Categories 37 RESPONSE ACCEPTED Sheet No. 7 DRAINAGE Created By Created, in gray and labeled in the Roadway Plan sheet, but these structures are not shown in the Drainage

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26121/447887-1-ph-iv-erc-comments.pdf?sfvrsn=b4aea1bc_1

5140000-724

9.Whatisthecommunicationplan? 10.Whatisthescheduleforimplementation? 2 5140000 GEOSYNTHETIC FOR DRAINAGE, in drainage, slope protection, and material separation applications.Install a filter fabric. 514-2, Methods. 514-3.1 Geosynthetic Materials for Drainage ApplicationsGeneral: Select a geosynthetic, materialfabric at no expense to the Department. 514-3.2 Subsurface Drainage Applications: When indicated

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/5140000-72496b6186e-5d47-4359-80ef-8f718abc5f0b.pdf?sfvrsn=afe58ddd_1

2024FDM908DrngXSections

of Construction activities (4) Overland flow drainage patterns (5) Areas of soil disturbance (6) Areas

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm908drngxsections.pdf?sfvrsn=67008ad6_1

715-001FHWAApprovedPkg

Conductor 12" bed of Pearock or crushed stone for drainage PVC Conduit Copper Ground Wire (Bare, Protective Device (SPD) Equipment Ground Conductor for drainage. crushed stone Pearock or 12" bed, Equipment Ground Conductor 12" bed of Pearock or crushed stone for drainage PVC Conduit PVC Conduit, Conductor for drainage. crushed stone Pearock or 12" bed of (Bare) Wire Ground Copper #6 Solid

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/715-001fhwaapprovedpkg.pdf?sfvrsn=bcc6bf15_1

E4X05-R0

outfall ditches, roadside ditches, around drainage structures, side drains, and in and around

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2023/nov03/e4x05-r0.pdf?sfvrsn=91b99f67_1

MFF_#5_S.R. 29 from C.R. 846 E to New Market Rd_21Sep2023

and 12-foot shared-use paths on both sides. The project also includes drainage improvements along

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/project-sheets/mff_-5_s-r-29-from-c-r-846-e-to-new-market-rd_21sep2023.pdf?sfvrsn=f14d9bd9_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, in the Contract Unit Price for Concrete drain pipes, drainage layer, galvanized mesh and geotextile 7. Cost, '-0" from wall joints. at 10 ft. max. spacing (when Drainage Layer is required). Locate end, . and higher. Wrap drainage layer as shown, with 6. Provide a continuous 1'x1' clean gravel or crushed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/400-011.pdf?sfvrsn=396bb9ad_1

425-060

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/425-060.pdf?sfvrsn=18e64c4a_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/2025/idx/522-001.pdf?sfvrsn=184ffde2_1

E21F5ScheduleOfEvents

E21F5, 432849-1, etc. SR 212 (Beach Blvd.) from Cedar Swamp Cr. to Brougham Ave. Drainage Improvements October 10, 2023 Date Event September 25, 2023 Planned Advertisement October 10, 2023 Current Advertisement December 6, 2023 Deadline for submittal of questions, for which a response is assured, prior to the submission of the Technical and Bid Price Proposals. All questions shall be submitted to the Pre-Bid Q&A website. December 11, 2023 Deadline for the Department to post responses

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/design-build/e21f5/e21f5scheduleofevents.pdf?sfvrsn=2b7c40be_1

RDB23-04

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/bulletin/rdb23-04.pdf?sfvrsn=71898c74_1

E1W60-R0

Section 0001 CLEAN DRAINAGE STRUCTURES (LF) 0121- 70- 2 FLOWABLE FILL, MAINTENANCE CONTRACTS ONLY CY

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2023/dec07/e1w60-r0.pdf?sfvrsn=f3138a42_1

E58C1

Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: Call Order:006 Proposal:E58C1-R0 District:05 Counties: 05240104 VOLUSIA Road Name:Drainage, three (3) years of experience in the performance of Drainage Repair, or the Project Superintendent, has a certificate of prequalification with the Department in "Drainage" will suffice to meet, Section 0001 CLEAN DRAINAGE STRUCTURES (LF) 0110- 4- 10 REMOVAL OF EXISTING CONCRETE SY 50.000

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jan04/e58c1.pdf?sfvrsn=f785e731_1

E56C8

of the Nova Canal drainage system; work includes cleaning, reshaping, clearing & grubbing, tree

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jan04/e56c8.pdf?sfvrsn=a23379a4_1

E4X23-R0

outfall ditches, roadside ditches, around drainage structures, side drains, and in and around

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/jan05/e4x23-r0.pdf?sfvrsn=e5098576_1

E21F5 Updated Schedule of Events 12-08-23 Addendum 1

E21F5, 432849-1, etc. SR 212 (Beach Blvd.) from Cedar Swamp Cr. to Brougham Ave. Drainage Improvements December 8, 2023 Date Event September 25, 2023 Planned Advertisement October 10, 2023 Current Advertisement December 21, 2023 Deadline for submittal of questions, for which a response is assured, prior to the submission of the Technical and Bid Price Proposals. All questions shall be submitted to the Pre-Bid Q&A website. January 3, 2024 Deadline for the Department to post responses

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/design-build/e21f5/e21f5-updated-schedule-of-events-12-08-23-addendum-1.pdf?sfvrsn=41a1ad5f_1

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