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Chapter5s12
of work (f) Other Geometric designs (such as varied cross slope) (4) Summary of Pay Items, in thickness or otherwise, and all curb and gutter, and shoulder gutter added, revised, or deleted (f, , 2025 Final As-Built Plans 5.12-10 (f) Show the type of pipe material and thickness used at each, Drawings into EDMS and reference the EDMS number within the Final As-Built Plans. (f) Engineer approved, through 5) (d) Correlated Color Temperature (e) Input Wattage (f) Input Voltage The above changes
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A 11/01/25 GENERAL NOTES: D R A F T Post Wire B Post Wires Horizontal Wire A Wire B Wires, and Approach Posts) ANGULAR STEEL POST CONCRETE BASE FOR D R A F T 7 / 2 1 / 2 0 2 5, BRACE POST CONCRETE POST AND BRACE FASTENERS D R A F T 7 / 2 1 / 2 0 2 5 9 : 1, Ditch D R A F T 7 / 2 1 / 2 0 2 5 9 : 1 3 : 5 6 A M R E V I S I O N, AT CULVERT 5' Farm Fence 8' or 10' Wildlife Fence D R A F T
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and Fencing Details at Culvert 5 5 1 550-001 FENCE TYPE A 11/01/25 GENERAL NOTES: D R A F T, POST CONCRETE BASE FOR D R A F T 7 / 2 1 / 2 0 2 5 9 : 1 3 : 4 3 A M R E V I, FASTENERS D R A F T 7 / 2 1 / 2 0 2 5 9 : 1 3 : 5 0 A M R E V I S I O, to be wrapped around corner, end, and pull TYPICAL FENCE LOCATION Ditch D R A F T 7 / 2 1 / 2 0, ' Wildlife Fence D R A F T
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Width (feet) Between drop curbs, types E or B curbs, at sidewalk level, or adjacent to one type F or D curb 5 Between two type F or D curbs 6 Two-Way Facility Width (feet) Between drop curbs, types E or B curbs, or at sidewalk level 8 Adjacent to one type F or D curb 9 Between two type F or D curbs 10 Notes: (1) A continuous barrier is treated the same as a type F or D curb. 223.2.5
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that is requiring calibration. F. Visually inspects or ensures that a qualified technician inspects each Pipe, in the delivered Pipe products, as well as a compliance statement with Buy America provisions. F, date F. Aggregate producer’s certification statement with each shipment indicating that the shipped, of Products F. Serial Number G. Buy America compliance statement and dollar amount of non-domestic, Revised: July 1, 20222025 Volume II: Precast Concrete Pipe 6-2-15 F. Materials certification records
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that is requiring calibration. F. Visually inspects or ensures that a qualified technician inspects, . F. The stockpile of non-domestic steel or iron shall be identified and segregated from, . Delivery date F. Aggregate producer’s certification statement with each shipment indicating, Pipe 6-2-14 C. Cast Date D. Type of Pipe E. Quantity of Products F. Serial Number G. Buy America, FDOT Specifications and Standard Plans . E. QC personnel training records. F. Materials
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calibration. F. Visually inspects or ensures that a qualified technician inspects each Pipe section before, as a compliance statement with Buy America provisions. F. The stockpile of non-domestic steel or iron, . Department pit number D. Department material code E. Delivery date F. Aggregate producer’s certification, Number B. Date Shipped C. Cast Date D. Type of Pipe E. Quantity of Products F. Serial Number G, . Applicable FDOT Specifications and Standard Plans . E. QC personnel training records. F
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certification on testing equipment that is requiring calibration. F. Visually inspects or ensures, statement with Buy America provisions. F. The stockpile of non-domestic steel or iron shall be identified, . Department material code E. Delivery date F. Aggregate producer’s certification statement with each, F. Serial Number G. Buy America compliance statement and dollar amount of non-domestic steel, training records. F. Materials certification records for cement, aggregates, cementitious materials
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calibration. F. Visually inspects or ensures that a qualified technician inspects each Pipe section, as a compliance statement with Buy America provisions. F. The stockpile of non-domestic steel or iron shall, . Delivery date. F. Aggregate producer’s certification statement with each shipment indicating, F. Serial Number Buy America compliance statement and dollar amount of non-domestic steel and iron, training records. F. Materials certification records for cement, aggregates, cementitious
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that is requiring calibration. F. Visually inspects or ensures that a qualified QC technician inspects each, as a compliance statement with Buy America provisions. F. The stockpile of non-domestic steel or iron shall, or breakage within a working temperature range of 20 to 150°F. The fasteners shall not exceed, . Quantity of Products F. Serial number G. Buy America compliance statement and dollar amount, and qualification records. F. Materials certification records for reinforcing steel, welded wire
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equipment that is requiring calibration. F. Visually inspects or ensures that a qualified QC, precast products, as well as a compliance statement with Buy America provisions. F. The stockpile, permanent deformation, slippage or breakage within a working temperature range of 20 to 150°F, . C. Cast date. D. Type of structureProducts. E. Quantity of structuresProducts. F. Serial number, 15, 2018 Volume II: Manufactured Incidental Precast Concrete Products 8-2-15 F. Materials
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Joint 8 2 521-002 PIER PROTECTION BARRIER 11/01/24 G A orB A orB F E G F E Barrier (PPB, 5S2 SYMMETRICAL FOOTING OPTION SECTION F-F BARRIER FOOTING OPTIONS Steel Qty. = 63.5 LB/FT, a n s f o r L e n g t h ) Barrier Footing (Typ.) 2'-0" Min. With Bars 5S2
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: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX S h a f t L e n g t h ( S e e, Documents. G. Sizes and types of conduits and inner ducts for network communications between the F, . F. Handhole Frame: ASTM A709 Grade 36 or ASTM A36. E. Anchor Bolts: ASTM F1554 Grade 55 with ASTM, r B o l t S h a f t L e n g t h Anchor Bolt Shaft Diameter Anchor Bolts (Typ, ) (See Shaft Design Table) ( S e e S h a f t D e s i g n T a b l e ) ( S e e
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readily available, the current certification on testing equipment that is requiring calibration. F, , as well as a compliance statement with Buy America provisions. F. The stockpile of non-domestic, C. Department pit number D. Department material code E. Delivery date F. Aggregate producer’s, of Pipe E. Quantity of Products F. Serial Number G. Buy America compliance statement and dollar, Plans . E. QC personnel training records. F. Materials certification records for cement, aggregates
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V E D D R A F T Post Wire B Post Wires Horizontal Wire A Wire B Wires Horizontal, and Approach Posts) ANGULAR STEEL POST CONCRETE BASE FOR A P P R O V E D D R A F T 7 / 2 1, PRECAST PRESTRESSED BRACE POST CONCRETE POST AND BRACE FASTENERS A P P R O V E D D R A F T, , and pull TYPICAL FENCE LOCATION Ditch A P P R O V E D D R A F T 7 / 2 1 / 2 0, ' Wildlife Fence A P P R O V E D D R A F T
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F (Pipe Included In Mitered End Section) 1 ' - 6 " M 1 ' - 6 " D o r S G M 1, " 42" 48" 54" 60" 66" 72" N M SODDING (SY) X A B C E F G 2'-7" 3'-5" 4'-3" 5'-1" 6'-0, G 1 ' - 6 " G 1 ' - 6 " 1 ' - 6 " D o r S F (Pipe Included In Mitered End, " B A 1 ' - 6 " " ( T y p . ) 2 1 T o p L i m i t O f C o r r u g, SHEET INDEX R Rise D Dia. S Span N X A B C E F G M SODDING (SY) Slope 1:2 Slope 1:4
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(see FDM 214.1.1). Connection Categories E , F and G (i.e., traffic volume > 4,000 trips/day, #625-000-002 FDOT Design Manual January 1, 2026 214 – Driveways 4 Flare (F) – The total length, ’ Max 24’ Min 36’ Max 24’ Min 36’ Max F Flare (Drop Curb) 10’ Min 10’ Min N/A R Radial Returns, ’ Min 36’ Max F Flare (Drop Curb) N/A N/A N/A R Radial Returns (Radius) 15’ Min 25’ Std 50, RFP for requirements. NCHRP Report 659, Guide f or the Geometric Design of Driveways contains
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(see FDM 214.1.1). Connection Categories E , F and G (i.e., traffic volume > 4,000 trips/day, 214 – Driveways 3 Radius (R) – The radial dimension of a curved driveway entry or exit. Flare (F, 24’ Min 36’ Max 24’ Min 36’ Max F Flare (Drop Curb) 10’ Min 10’ Min N/A R Radial Returns, 36’ Max F Flare (Drop Curb) N/A N/A N/A R Radial Returns (Radius) 15’ Min 25’ Std 50’ Max 25, for requirements. NCHRP Report 659, Guide f or the Geometric Design of Driveways contains additional
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Ramps CR-D, CR-E, CR-F, CR-G, and CR-H are for linear pedestrian traffic. • Curb Ramps CR-K and CR, information. F F MEDIAN CROSSINGS G G DEPRESSED SIDEWALK RAISED SIDEWALK SECTION F-F SECTION G-G
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Guidelines Table 3.5.7-1 and the Soils and Foundation Handbook Appendix F with respect to the use, : Delete Footnote 7 in Table 3.5.7-1. 2. Replace Soils and Foundation Handbook Appendix F, . Adjust the blow as required and ensure the wave speed is properly determined, the F (force trace, speed (WS) is properly determined, the F (force trace from strain gauges) and VZ (velocity times, Review to produce refined signal match (instant N_GAPA or iN_GAPA) results throughout the drive. f
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