4429 search results for fla

ST JOHNS COUNTY_TWP2027-2031 WPPH_BY DESCRIPTION_10-13-2025_SUBJECT TO CHANGE

FROM FLAGLER C/L TO E MAGNOLIA AVE Type of Work: RESURFACING Phase Funding Source 2027 2028 2029, 433126-4 - NORTHEAST FLA REG APT DESIGN & CONST HANGARS PFL0014305 Type of Work: AVIATION REVENUE, $1,000,000 $750,000 Total for Project 433126-4 $2,000,000 $1,500,000 433126-6 - NORTHEAST FLA REG APT

Martin Co_Monterey Rd ConceptDev_Appendix

during the study month for a congested TMC, flag it as construction-affected. Figure 7 shows a location, , flag it as programmed. 4.) Manual Screening – Upon site review, determine if characteristics, flagged in the screening process due to 1) limited data availability, 2) dense urban settings, or 3, . "*" Locations flagged in the screening process due to 1) limited data availability, 2) dense urban settings, flagged in the screening process due to 1) limited data availability, 2) dense urban settings, or 3

AppendixF

430-012 Concrete Energy Dissipater Single 30" thru 72" Limited No No No NA NA 430-020 Flared End, Flared End Section Concrete Single 12" thru 72" Yes (c) Very Good (c) Outside CZ No Very Good, be necessary. Flared end section sizes 12 inch and 15 inch may be located as close as 8 feet beyond

E6P22-R0

) EA 5.000 E536- 6-423 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 EA, E536-301-501 END ANCHOR ASSEM TYPE II (REPL FLARED END SECT) EA 2.000 E536-301-503 END ANCHOR ASSEM, ASSEMBLY (REGENT C) GUARDRAIL BEAM EA 2.000 E536-322-511 END ANCHOR ASSEM FLARED (REPL SPECIAL END

Governing-Board-Meeting-Packet-January-23-2025

Boundaries FLAL-24-001 OKAL-24-001 LEEC-24-001 HILL-24-001 SPAC-24-001 STLU-24-001 Orlando

520-001

. pavement on tangents and flat curves are to match the pavement joints at 10' centers (max, PLAN ELEVATION PLAN ELEVATION PLAN FLARED END CURB TYPE A STRAIGHT END FLARED END STRAIGHT END

520-001

. pavement on tangents and flat curves are to match the pavement joints at 10' centers (max.). Contraction, ELEVATION PLAN ELEVATION PLAN FLARED END CURB TYPE A STRAIGHT END FLARED END STRAIGHT END 2 0

520-001

. pavement on tangents and flat curves are to match the pavement joints at 10' centers (max.). Contraction, ELEVATION PLAN ELEVATION PLAN FLARED END CURB TYPE A STRAIGHT END FLARED END STRAIGHT END 2 0

447435 Technical Scope_Final

, CATV; FPL – Gas; Fla Gas Trans – Gas; Gulfstream – Natural Gas; Frontier – CATV, Comm Lines, (23) existing flared concrete driveway turnouts that vary in width and location and should

1-22 FHWA Memos

100819 3rd Party Data Feed System - User Guide v1_1_Final

File Name: Third Party Data Feed Users Guide File Location: Z:\C8I75\Assign 54 - FLATIS\3rd Party, St. Lucie Dixie Levy Sumter Duval Liberty Suwannee Escambia Madison Taylor Flagler Manatee Union

100819 3rd Party Data Feed System - User Guide v1_1_Final

File Name: Third Party Data Feed Users Guide File Location: Z:\C8I75\Assign 54 - FLATIS\3rd Party, St. Lucie Dixie Levy Sumter Duval Liberty Suwannee Escambia Madison Taylor Flagler Manatee Union

9920205-722resp

and submersible, disconnect forces, non-flame supporting, flexible over certain temperature ranges, -flame supporting and peforming over a designated temp range... SO should the material used, be provided explaing the expectation of non-flame supporting. Response: Please see comment 1 response. ******************************************************************************

521-481

be burned off 1" below existing adjoining areas and finish flat by grouting or grinding as required, (See Note 1) Retrofit Railing (if present) and Vertical Face Retrofit Railing Begin Flared, only) Dowel Bars 6D @ 1'-3" Spacing Bend) (Typ.) Bars 5S (Field Wing Wall Existing Flared Slab, Bars 6D @ 7 FLARED WING WALLS RAILING END TREATMENT FOR SCHEME 3 (Railing Reinforcing

521-483

shall be burned off 1" below existing concrete and grouted over. and finish flat by grouting, ) Parallel Portion of Vertical Face Retrofit Face Retrofit Railing Begin Flared portion of Vertical, of bars only) " Spacing ƀ Dowel Bars 6D @ 7 FLARED WING WALLS RAILING END TREATMENT FOR SCHEME, (Match Length of Existing End Bent Wing Wall) Direction of Traffic Existing Flared Wing Wall B B

521-481

be burned off 1" below existing adjoining areas and finish flat by grouting or grinding as required, Flared Portion of Wing Wall Match Line (See Sheet 1) Front Face of Backwall, Begin or End Bridge, Flared Slab (Location Varies) Edge of Existing Approach Max. (Front Face Wing Wall only) " Spacing ƀ Dowel Bars 6D @ 7 FLARED WING WALLS RAILING END TREATMENT FOR SCHEME 3 (Railing Reinforcing

521-483

shall be burned off 1" below existing concrete and grouted over. and finish flat by grouting, Note 1) Parallel Portion of Vertical Face Retrofit Face Retrofit Railing Begin Flared portion, . (Middle row of bars only) " Spacing ƀ Dowel Bars 6D @ 7 FLARED WING WALLS RAILING END TREATMENT, .) Varies (Match Length of Existing End Bent Wing Wall) Direction of Traffic Existing Flared Wing Wall

521-483

be burned off 1" below existing concrete and grouted over. and finish flat by grouting or grinding, Portion of Vertical Face Retrofit Face Retrofit Railing Begin Flared portion of Vertical (See, only) " Spacing ƀ Dowel Bars 6D @ 7 FLARED WING WALLS RAILING END TREATMENT FOR SCHEME 3, of Existing End Bent Wing Wall) Direction of Traffic Existing Flared Wing Wall B B PARTIAL

521-481

off 1" below existing adjoining areas and finish flat by grouting or grinding as required. Exposed, Note 1) Retrofit Railing (if present) and Vertical Face Retrofit Railing Begin Flared Portion, ) Dowel Bars 6D @ 1'-3" Spacing Bend) (Typ.) Bars 5S (Field Wing Wall Existing Flared Slab (Location, FLARED WING WALLS RAILING END TREATMENT FOR SCHEME 3 (Railing Reinforcing and Expansion Dowel

RStructures

2 1 3"x 2 ANGLE (3.4 lb/ft) " 2 1 2" x FLAT L See Note 1 GRATE QUANTITIES TABLE 3, " 4 1 " 2 1 L - 4 ' - 2 " " Dia. Bolt Hole (Typ.) 8 7 Bars C (Flat) Bars A (Channel) Bar B (Angle) See DETAIL "A" Bar B (Angle) Bars A (Channel) Bars C (Flat) Bars A (Channel) Bars C (Flat) GRATE SEAT AND ANCHOR DETAILS 8" 3 " " 4 1 2 " 4 1 4 " 4 3 3 8 " " Dia, (Symmetrical About the ¡) or Flatter 2 1 Sod Slopes 1: 1 4 3 425-060 BACK OF SIDEWALK DRAINAGE