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Product Certification Handbook

2021 BOE Manual

SR-714-Grade-Separation-ReportA 2001

None FATAL FLAWS None COST ANALYSIS The approximate construction cost for the intersection, right turn movements. FATAL FLAWS None COST ANALYSIS The approximate construction cost, FLAWS None COST ANALYSIS The approximate construction cost for the intersection improvement only, movement onto US-1. This eliminates the left turn movement onto US-1 from this lane. FATAL FLAWS 1, . This allows vehicles exiting from Scotty’s, United Way, and FPL to return to US-1. FATAL FLAWS 1

9970000-724FHWA

Requirements Sensor Size Technical Data Sheet 6 ft. to 8 ft. Flat Element 0.26 in. wide x 0.063, Outer Jacket 0.187” [4.75 mm] OD Center Core Technical Data Sheet 16-gauge, flat braided, silver, flanged on all four sides and equip it with a restraint that will hold the door open in the 90 degree

specshandbk-12-2022

be verified on any electronic copies. Fla. License No.: Firm Name: Firm Address: City, State, Zipcode, adopted by the Florida Department of Transportation. Prepared by: Fla. License No.: Firm Name: Firm

SpecsHandbk (5-23-24)

be verified on any electronic copies. Fla. License No.: Firm Name: Firm Address: City, State, Zip code, with procedures adopted by the Florida Department of Transportation. Prepared by: Fla. License

SpecsHandbk (6-4-24) CLN

on any electronic copies. Fla. License No.: Firm Name: Firm Address: City, State, Zip code, with procedures adopted by the Florida Department of Transportation. Prepared by: Fla. License No.: Firm

LanguageAssistanceStrategyGuidance

Census Bureau. Sociocultural Data Report (SDR), Environmental Screening Tool (fla-etat.org/est, Communities Survey, U.S. Census Bureau. Sociocultural Data Report (SDR), Environmental Screening Tool (fla

SpecsHandbk 12-10-24 CLN

and sealed and the signature must be verified on any electronic copies. Fla. License No.: Firm, of Transportation. Prepared by: Fla. License No.: Firm Name: Firm Address: City, State, Zip code: Pages

E3U67Addenda001

SCHEMATIC TYPICAL SECTIONS PARTIAL SCHEMATIC PLAN VIEW (FLARE SECTION) SCHEMATIC PLAN VIEW OF NEW

641-020FHWAApprovedPkg

is based on level ground (flatter than 1:5). Increase to 60% of Ultimate before transfer. of Ultimate, and reinforcing. 1. Diameter of 12-sided poles are measured flat to flat. (See Note 2) (in/ft) Taper

E6P28BidTabs

114,000.00 0105 E536 6425 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, MASH 20.000

4300100IndustryCommentResponse

of flared ends and mitered ends - use Class II Section 346 concrete. This reference to concrete should

5610200int

limits for all components, and lower and upper explosive limits, flash point, boiling point, amount

44728715201-PLANS-06-LANDSCAPE

. INTERSECTION LABELED AS SIGNALIZED IN THESE PLANS OPERATE 24 HRS 7 DAYS PER WEEK AND ENTER FLASH MODE AS PART, (FLASHING) 012 013 014 015 016 017 019 020 021 S F R A N C I S C O S T S F R A N, (FLASHING) 036 037 038 039 040 041 042 043 044 045 046 S S A N P E D R O S T N S, D W A T E R 660 661 662 663 664 660 660 10 40 Feet 0 N SIGNALIZED INTERSECTION (FLASHING, R S D S D 671 672 673 674 675 676 675 10 40 Feet 0 N SIGNALIZED INTERSECTION (FLASHING

700-020IntReviewPkg

. at the top and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may, Connection Details). Assemble Post to Stub with Base Bolts and three flat 3. loosening. Treat damaged, Specification 415. at the top and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c

700-020IntReviewPkg

and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may be Reinforcing bars, ). Assemble Post to Stub with Base Bolts and three flat 3. loosening. Treat damaged galvanizing. D, 415. at the top and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may

700-020IndReviewPkg

and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may be Reinforcing bars, ). Assemble Post to Stub with Base Bolts and three flat 3. loosening. Treat damaged galvanizing. D, 415. at the top and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may

700-020FHWAReviewPkg

and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may be Reinforcing bars, ). Assemble Post to Stub with Base Bolts and three flat 3. loosening. Treat damaged galvanizing. D, 415. at the top and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may

700-020FHWAApproved

and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may be Reinforcing bars, ). Assemble Post to Stub with Base Bolts and three flat 3. loosening. Treat damaged galvanizing. D, 415. at the top and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may