13229 search results for DESIGN
Telephone Directory District One
863-534-7168 Sam Joseph Design Engineer 1-20 863-519-2543 863-519-2892 Paul Simmons Modal Development
https://www.fdot.gov/info/contact-pio.shtm/lists/pio-telephone-directory-district-one/65c34af2-850c-463d-b419-72c18a5c63dfE1W50SignInSheets
SIGN IN SHEET DESIGN BUILD Virtual Pre-Proposal Meeting DESCRIPTION: Hollandtown Road over Lake Dale Branch Bridge Replacement CONTRACT NO.: E1W50 F.P.I.D. NO.: 452792-1-52-01 County(s): Hardee DATE: 02/01/2024 NAME OFFICE/FIRM INTERNET ADDRESS Jhoanna Garces de Beltre Procurement Jhoanna.GarcesdeBeltre@dot.state.fl.us Ulises Valles Procurement Ulises.Valles@dot.state.fl.us Joe Lauk Consultant PM joe.lauk@dot.state.fl.us Wayne Shelton Utilities Wayne.Shelton@dot.state.fl.us Andrew
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w50/e1w50signinsheets.pdf?sfvrsn=812e8826_1FWD_12010_SR45_450726-1_7-2023
Pavement Performance Evaluation Engineer Marlene Hebert, District 1 Pre-Design Coordinator July 24
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25113/fwd_12010_sr45_450726-1_7-2023.pdf?sfvrsn=dd5ea95f_1Research Coordinators
Sheppard Roadway Design 850-414-4330 Lora Hollingsworth Safety 850-414-4177 Lauren Rand Seaports
https://www.fdot.gov/research/research-coordinators.shtmE50D4
to the design bottom width as shown on the plans. Railroad insurance required. Call Order: 006 Proposal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/may07/e50d4.pdf?sfvrsn=de9d4e54_1448930-1 SR 90 (US 41) - Thomasson Dr to Southwest Blvd-PTM
District Drainage Engineer FHWA (by separate letter) District Central File Other District Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25115/448930-1-sr-90-(us-41)---thomasson-dr-to-southwest-blvd-ptm.pdf?sfvrsn=9c296ad9_1448930-1 CommunityAwarenessPlan
with the Florida Department of Transportation (FDOT) Design Manual, Part 1. Submitted By: Date: Albert, CONTROL DESIGN CONSIDERATIONS/ACCESS MANAGEMENT..................8 VII.PUBLICINVOLVEMENT., projects, Community Awareness Plans (CAPs) are developed on all transportation design projects, of the construction. Resolveanypotential controversial issues during the design phase prior, , and signalization upgrades. All improvements will meet the standards/requirements in the 2023 FDOT Design Manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25115/448930-1-communityawarenessplan.pdf?sfvrsn=dd76f1_1Foundations and Soils Compaction
(rock), and resilient modulus. This section also conducts testing for in-house design
https://www.fdot.gov/materials/laboratory/geotechnical/soils-foundations/laboratory.shtm700-010RedLines
with the GUIDE TO USE THIS INDEX General Notes and Design Example GENERAL NOTES AND DESIGN EXAMPLE, calculated Calculated: = -0.1 ft., 'Y' = 'D' 2.26 ft. Assume: 'B' = 1 ft., 'C' = 7 ft. Design Example, Aluminum Column (Post) and a 2.0' diameter 4 1 "4" shows the design requires a 4.0" diameter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/errata/700-010redlines.pdf?sfvrsn=907d341d_1700-010RedLines
with the GUIDE TO USE THIS INDEX General Notes and Design Example GENERAL NOTES AND DESIGN EXAMPLE, calculated Calculated: = -0.1 ft., 'Y' = 'D' 2.26 ft. Assume: 'B' = 1 ft., 'C' = 7 ft. Design Example, Aluminum Column (Post) and a 2.0' diameter 4 1 "4" shows the design requires a 4.0" diameter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/errata/700-010redlines.pdf?sfvrsn=42e6ed50_1Professional Services Marketing TP
Regional Meetings Additional Design Project Info. FTP Directory Florida's Turnpike
https://www.fdot.gov/procurement/marketingtp/default.shtmMaps
Roadway Design Office For further information contact CO-TDAGIS or phone (850) 414-4848
https://www.fdot.gov/statistics/hwydata/maps.shtm2024june-fri08-planningconsistencyinpde
ROW. Construction funding can be written as DSB for Design Build projects. Phased Implementation, an on-going PD&E study with two design/c o n struction segments. • Design is funded for Segment 1 and is shown in the TIP and STIP. There is no design funding for Segment 2. • ROW is funded for Segment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-fri08-planningconsistencyinpde.pdf?sfvrsn=995cab6f_1Redlines Exhibit 213-3
for design vehicle accommodations. Provide pavement markings for gore when extra 2. warranted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-213-3.pdf?sfvrsn=67e6a433_1Exhibit 213-2
¡ APPROACH ROADWAY ROUNDABOUT HIGH SPEED APPROACH DETAILS 200' LOW-SPEED ROADWAY TRANSITIONAL ROADWAY SUPERELEVATION = N.C. HIGH-SPEED ROADWAY TYPE F CURB TYPE F CURB TYPE RA CURB EXIT CURVE EXTEND NOSE BEYOND DETAIL A DETAIL B R 65' MIN. FACE TO FACE OF CURBS * 15' MINIMUM CLEARANCE TYPE D CURB 15' MIN.* DESIGN SPEED APPROACH ROADWAY ö 65 MPH 60 MPH 55 MPH 50 MPH RADIUS (TYP.) AR1 2200' 1800' 1400' 1100' 1100' 950' 800' 600' AR2 TYPE E CURB R 2' TYPE E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-213-2.pdf?sfvrsn=a4a20103_1Exhibit 213-3
for design vehicle accommodations. Provide pavement markings for gore when extra 2. warranted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-213-3.pdf?sfvrsn=7fe6ad48_1Exhibit 220-1
" White 8 ' A 8 ' Design Speed Distance "A" (mph) (ft) 60 55 50 45 40 35 URBAN 400
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-220-1.pdf?sfvrsn=8128e8ae_1Exhibit 223-3
2'-4' SKIP 6" WHITE 3'-9' SKIP 12" WHITE 2'-4' SKIP 6" WHITE 2'-4' SKIP 6" WHITE 35 40 45 50 55 60 65 2'-4' SKIP 6" WHITE 2'-4' SKIP 6" WHITE E.O.P. P l a n s S e e P l a n s S e e 5 0 ' L 5 0 ' 5 0 ' 5 0 ' 3 0 ' 2 0 ' 5 0 ' 1 0 0 ' 5 0 ' 5 0 ' 100' 50' 50' BIKE LANE BIKE LANE BIKE LANE BIKE LANE BIKE LANE BIKE LANE 01/01/2025 EXHIBIT 223-3 (mph) Speed Design (ft.) L 70 80 85 105 125 145 170 Detail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-223-3.pdf?sfvrsn=a06a3313_12025FDM948UtilityWork
Topic #625-000-002 FDOT Design Manual 948 - Utility Work by Highway Contractor (UWHC) Plans 948 Utility Work by Highway Contractor (UWHC) Plans 948.1 General Most utility adjustment work, ) Signature Sheet (3) General Notes (4) Legend (5) UWHC Plan-Profile Topic #625-000-002 FDOT Design, . Topic #625-000-002 FDOT Design Manual 948 - Utility Work by Highway Contractor (UWHC) Plans, should be gray-scaled. Provide road and street names. Topic #625-000-002 FDOT Design Manual 948
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm948utilitywork.pdf?sfvrsn=69528725_1EwkResurfWidPrjFDOTSS4Presentation
Earthwork Vo l u m es on Resurfacing and Widening Projects Within FDOT SS4 Raymond Valido, P.E. FDOT – District 6 Design Office Outline • SS2 vs SS4 • Using the End Area Vo l u m e To o l • Unsuitable Material • Overbuild • Example • Questions Background – SS2 • Recognizes line styles from your cross sections Background – SS2 • Earthwork Quantities Background – SS4 Background – SS4 • Recognizes feature definitions from the components in your model Background – SS4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/ewkresurfwidprjfdotss4presentation_296a1cfa-86ec-4f90-8fee-8c5802908e71.pdf?sfvrsn=5870a8fa_0