58' EL :1 5' BC-1 STA CONSTRUCT TRIPLE 5' X 3' CONCRETE BOX CULVERT FL LT 59.0 FL RT 59.3 DESIGN STANDARD 289
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3 : 5' ' EL BC- STA 27+0 CONSTRUCT TRIPLE 5' X ' CONCRETE BOX CULVERT FL LT 59.0 FL RT 59. DESIGN STANDARD ' 0: " = 0' Horizontal " = 5' Vertical THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6G , F.A.C. JAMES H. PITMAN P.E. LICENSE 4205 NFPS P.O. BOX 82 LAKE CITY, FLORIDA 2056 CERTIFICATE OF AUTHORIZATION 290 ROAD. KING ROAD RESURFACING Robert (JR) Davis 0//207 0:55:02 AM DRAINAGE. X:\207\L7009CCB\H.CADD\Roadway\DSNRD0.dwg
4 LOCATION BC- BOX CULVERT DATA TABLES BOX, HEADWALL AND CUTOFF WALL DATA TABLE (inches unless shown otherwise) Table Date BOX HEADWALL AND CUTOFF WALL Wc(ft) Hc(ft) Tt Tw Tb Ti #cells Lc(ft) Cover Blhw Hlhw Brhw Hrhw Blcw Hlcw Brcw Hrcw SL(deg)SR(deg) Designed By : MBH 04-7 Checked By : YT 04-7 BC- LE SIDE S DATA TABLE (inches unless shown otherwise) Table Date 0-0- LE END LE BEGIN Rt Rw Rh Rd SW(deg)β (deg) He(ft) Hs(ft) Lw(ft) Rt Rw Rh Rd SW(deg)β (deg) He(ft) Hs(ft) Lw(ft) Drawn By : MM 04-7 Checked By : YT 04-7 RIGHT SIDE S DATA TABLE (inches unless shown otherwise) Table Date 0-0- BC- RIGHT END RIGHT BEGIN Rt Rw Rh Rd SW(deg) β (deg) He(ft) Hs(ft) Lw(ft) Rt Rw Rh Rd SW(deg) β (deg) He(ft) Hs(ft) Lw(ft) TES:. Environmental Class: Slightly Aggressive ESTIMATED CONCRETE QUANTITIES (CY) Table Date Reinforcing Steel, Grade 60 BC- Left Right Bottom Cutoff Cutoff Slab s BOX Top Slab Left Head Right Head Footing LE END Footing LE BEGIN Footing RIGHT END Footing RIGHT BEGIN Concrete Class IV, f'c = 5.5 ksi 4. Soil Properties: Friction Angle: 4 Modulus of grade Reaction: 220 pci Nominal Bearing Resistance: 5400 psf 5. Work this Drawing with Design Standards Index No. 289 and Sheet Nos. 2-. MAIN STEEL REINFORCEMENT SPACING (inches) Table Date Precast box culverts shall not be permitted BOX , 6... HEADWALLS CUTOFF WALLS BC STEEL REINFORCEMENT SPACING (inches) Table Date LE END LE BEGIN RIGHT END RIGHT BEGIN (8) 402 (40) 404 (405) (8) 502 (50) 504 (505) (8) 602 (60) 604 (605) (8) 702 (70) 704 (705) BC TE: Bar designations in "( )" are only required for variable height wingwalls. Terry T. Hall, Jr., P.E. P.E..: STV Incorporated 5200 Belfort Road, Suite 400 Jacksonville, Florida 2256 Certificate of Authorization No. 90 ROAD. BOX CULVERT DATA TABLE N/A. thaoy 5/5/207 :47:27 PM \\stvgroup.stvinc.com\v\dgpa\vol\projects\40869\40869_000\50_deliverables & S
5 MARK SIZE DES LENGTH IN BARS TYP BAR STY B A G IN C FR IN FR D E F LOCATION MAIN BOX. REQUIRED = LOCATION LE END. REQUIRED = H J K N Ø ANG Designed By : MBH 04-7 Drawn By : MM 04-7 Checked By : YT 04-7 Checked By : YT LOCATION LE BEGIN. REQUIRED = LOCATION RIGHT END. REQUIRED = LOCATION RIGHT BEGIN. REQUIRED = TES:. Work this sheet with Design Standard Index No Terry T. Hall, Jr., P.E. P.E..: STV Incorporated 5200 Belfort Road, Suite 400 Jacksonville, Florida 2256 Certificate of Authorization No. 90 ROAD. REINFORCING BAR LIST ( OF 2) N/A 2. thaoy 5/5/207 :47:28 PM \\stvgroup.stvinc.com\v\dgpa\vol\projects\40869\40869_000\50_deliverables & S
6 MARK SIZE DES LENGTH IN BARS TYP BAR STY A G IN B C FR IN FR D E F LOCATION LE HEADWALL. REQUIRED = H J K N Ø ANG Designed By : MBH 04-7 Checked By : YT LOCATION RIGHT HEADWALL. REQUIRED = LOCATION LE CUTOFF WALL. REQUIRED = Drawn By : MM 04-7 Checked By : YT LOCATION RIGHT CUTOFF WALL. REQUIRED = END OF LIST TES:. Work this sheet with Design Standard Index No Terry T. Hall, Jr., P.E. P.E..: STV Incorporated 5200 Belfort Road, Suite 400 Jacksonville, Florida 2256 Certificate of Authorization No. 90 ROAD. REINFORCING BAR LIST (2 OF 2) N/A. thaoy 5/5/207 :47:29 PM \\stvgroup.stvinc.com\v\dgpa\vol\projects\40869\40869_000\50_deliverables & S
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