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SS4000100
the vertical sides of the top flange prior to installation of the stay-in-place metal forms in accordance, of the concrete deck. 7.Donotconsiderthepermanent bridge deck form as lateral bracing for compression flanges, and erection plans. Donotrestform sheets directly on the top of the stringer of floor beam flanges, end for metal forms. Place form supports in direct contact with the flange of the stringer or floor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4000100.pdf?sfvrsn=230ee162_0F5007Advertisement
alarm/(suppression in areas if needed, flammable storage) • Steel bollards painted safety yellow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/fco/f5007/f5007advertisement.pdf?sfvrsn=717ad20b_14600402.FHWA
on the splice plate. Placethe mark on top or bottom flange splice plates, on the right or left end, to the erection site. Place a corresponding mark on the girder flange opposite the mark in the splice plate. Asanalternate location for tub girder bottom flange splice plates, place the mark midway down, on the girder flange opposite the mark on the splice plate. Markgirdersandbeams on the left end, according to the orientation shown in the shop drawings, near the top flange. Mark diaphragms
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4600402.fhwa.pdf?sfvrsn=95b91a2c_020231127_450946-1_SR A1A_79080
Project No.: Cored By: Date: Page No.: 1 of 3 County: From: To: Flagler County Line Road No.: Begin MP: End MP: Length: 6.436 FC-9.5 Type SP ARMI Type I Type S Core Length (in) Type Thick-ness (in) Depth (in) Type Class Extent 1 16.683 6.0 L1 0.8 2.8 0.2 1.7 5.5SBRMS4.8 2.5 ST II S, By: Date: Page No.: 2 of 3 County: From: To: Flagler County Line Road No.: Begin MP: End MP, By: Date: Page No.: 3 of 3 County: From: To: Flagler County Line Road No.: Begin MP: End MP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20231127_450946-1_sr-a1a_79080.pdf?sfvrsn=2090d408_12022 BOE Manual
(effective/obsolete) dates. A Spec flag is assigned to all pay items for non-standard work. See Chapter 2, Specification Flags on Pay Items Several letters or “flags” are used on the Master Pay Item list to indicate when a non- standard specification and/or Plan detail is likely needed. Flags are listed, Guidance: Specification flag(s) may depend on multiple factors, as described in the BOE details, , and/or dimensions, this flag is used to identify pay items with additional information required, per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2022-boe-manual.pdf?sfvrsn=81dd48d_1Specifications Handbook 9-24-25
specification/plans requirements. Below is a key for the pay item flags that appear on the Project Edit, . The signature must be verified on any electronic copies. Fla. License No.: Firm Name: Firm Address: City
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/handbooks-and-manuals/specifications-handbook-9-24-25.pdf?sfvrsn=85ff4243_1649-031
' ¡ Pole Connection Plate Face of Arm Base Plate at ¡ Arm M i n . M i n . Measured Flat To Flat 'FC', 'FG', 'UD' - Base Diameters 'FB', 'FF', 'UC' - Tip Diameters Center of Arm or Pole, . Plate Pole and Hole (Typ.) 4" Ø Wiring Thickness 0.6 x Wall Center to Flat Inside Radius, i n . M i n . Measured Flat To Flat 'SC', 'SG' - Base Diameters 'SB', 'SF' - Tip Diameters, Mast Center To Flat Inside Radius Measured Connection Plates (Typ.) Offset to Avoid Side 4" Ø
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/649-031.pdf?sfvrsn=aebd26e7_1649-031
of Arm Base Plate at ¡ Arm M i n . M i n . Measured Flat To Flat 'FC', 'FG', 'UD' - Base, " Ø Wiring Thickness 0.6 x Wall Center to Flat Inside Radius Measured (See Note 1) Splice = 3'-0, Flat To Flat 'SC', 'SG' - Base Diameters 'SB', 'SF' - Tip Diameters Mast Arm Extension Center, Arm Extension ¡ First Mast Center Of Pole Arm Extension ¡ Second Mast Center To Flat Inside, clockwise from First Mast Arm. flange width, height, and length as the MC 10x33.6 Channel section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/649-031.pdf?sfvrsn=28e03629_1D3-04-10-25BSN
0654- 2- 21 MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, FURNISH & INSTALL- SOLAR, END ANCHORAGE ASSEM (REPLACE) (TYPE SRT-350/8) EA 2.000 E536- 6-423 GUARDRAIL END TREATMENT-FLARED, ) EA 2.000 E536- 6-425 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, MASH EA 2.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/apr10/d3-04-10-25bsn.pdf?sfvrsn=b5091733_144893815201-PLANS-01-ROADWAY-VERIFIEDUTILITIES
25 LIMITS: SR 25(US 27) MP 7.704 TO MP 11.747(ALONG SR25 FROM STITT RANCH TO FLAGHOLE ROAD) 5066
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-plans-01-roadway-verifiedutilities.pdf?sfvrsn=37e2325e_144893815201-PLANS-01-ROADWAY-VERIFIEDUTILITIES (1)
LIMITS: SR 25(US 27) MP 7.704 TO MP 11.747(ALONG SR25 FROM STITT RANCH TO FLAGHOLE ROAD) 5066
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-plans-01-roadway-verifiedutilities-(1).pdf?sfvrsn=9c3a2cd7_1Waze Phase 2 Concept Of Operations
with an indicator. New Waze events have a flashing circle around them for the first two minutes to bring, to operators in an alert box similar to the figure below. Figure 5.1 – IDS Waze Alert The alert will flash, Waze indicator and with a red circle flashing around it (as shown earlier in Figure 3.1). Once, come in and are unhandled in the alert box, the associated event will flash to indicate an alert, ‘W’) and has a flashing red circle around it. The operator decides to handle this as an unconfirmed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/conops/waze-phase-2-concept-of-operations.pdf?sfvrsn=5d4bf31c_1E3Y68-R0
1.000 0580- 5-523 LANDSCAPE- TREES, FLORIDA FLAME RED MAPLE, ACER RUBRUM 'FLORIDA FLAME', 11-14' OVERALL HEIGHT EA 1.000 0580- 5-524 LANDSCAPE- TREES, FLORIDA FLAME RED MAPLE, ACER RUBRUM 'FLORIDA FLAME', 15-18' OVERALL HEIGHT EA 1.000 0580- 5-542 LANDSCAPE- TREES, EAGLESTON HOLLY ILEX ATTENUATA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/may08/e3y68-r0.pdf?sfvrsn=e2291f2_19920205-722impl
is non-flame supporting and which remains flexible over a temperature range of minus40°F to plus 190°F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9920205-722impl.pdf?sfvrsn=c02fa93d_2