Culvert Construction Details DWG Detail for AutoCAD

Culvert Construction Details DWG Detail for AutoCAD

Details of construction of a Culvert for rain drainage

Drawing labels, details, and other text information extracted from the CAD file:

type, maximum, design fill, span, cells, min, box, culverts, multiple, single and, metal, culverts, cover, struts, required, strut size, and spacing, struts, required, strut size, and spacing, struts, required, strut size, and spacing, struts, required, strut size, and spacing, span, level, span, width of, minimum length of strutting, length to be strutted, haul road, wedges, be less than as shown in the sketch above., assumed tire patterns:, impact, note, minimum distance equals times the span, or times the diameter., box culverts, metal culverts, rcb strutting details, span, min cover, dia, min cover, reinforced, concrete, see note, reinforced, concrete, reinforced, see note, dia, sills to be or solid timber., see table for, arch culverts, plastic pipes and, rcb culvert, plate pipes during see standard plans, culverts, pipes, arches, pipes, pipe arches, structural plate, arches and, vehicular, undercrossings, table of minimum cover for construction loads, dia or span, dia, spans, dia, spans, all, spans, span, span, span, span, dia, type, plastic pipe, dia, dia, dia, dia, dia, concrete, span, dia, dia, and, continuous sill, notes:, table of minimum cover and strutting requirements for construction loads, no scale, state of california, department of transportation, minimum cover shall be the greater value of alternatives shown. the diameter and spans shown in the table to calculate, length of strutting to be determined by the but shall not, for strutting requirements of structural steel plate vehicular, structural steel plate arches and structural steel, construction loads, on culverts, axle, axle, standard plan, axle, the minimum cover are the diameter or span of the facility expressed in number of feet., struts, sills, struts, sills, struts, sills, axle, over, post, note:, to get to the caltrans web go to:, the state of california or its officers or, agents shall not be responsible for the accuracy, sheet., or completeness of electronic copies of this plan

Raw text data extracted from CAD file:

** TYPE MAXIMUM DESIGN FILL SPAN CELLS Min BOX CULVERTS Multiple Multiple Multiple Single and Single and Single and 4'-0" to METAL CULVERTS COVER STRUTS REQUIRED STRUT SIZE AND SPACING STRUTS REQUIRED STRUT SIZE AND SPACING STRUTS REQUIRED STRUT SIZE AND SPACING STRUTS REQUIRED STRUT SIZE AND SPACING @ 3'-6" Span Span Span 1.75 1.75 1.75 1.75 3 3 3 3 Level Span Span Width of MINIMUM LENGTH OF STRUTTING Length to be strutted haul road Wedges Mid-height be less than as shown in the sketch above. Assumed tire patterns: Impact = 10% NOTE "A" Minimum distance equals 3 times the span or 3 times the diameter. BOX CULVERTS METAL CULVERTS RCB STRUTTING DETAILS Span Min cover Dia Dia Dia Dia Min cover REINFORCED CONCRETE See Note "A" REINFORCED CONCRETE REINFORCED See Note "A" Dia Sills to be glue-laminated or solid timber. See table for ARCH CULVERTS PLASTIC PIPES AND RCB Culvert Plate Pipes during construction, see Standard Plans D88A. CULVERTS Pipes Arches Pipes Pipe Arches Structural Plate Pipe, Arches and Vehicular Undercrossings TABLE OF MINIMUM COVER FOR CONSTRUCTION LOADS Dia OR SPAN Dia Spans Dia Dia Dia Spans All All Spans Spans Span 3 Span 3 Span 3 Span 3 Dia 1.75 TYPE Plastic Pipe Dia 1.75 Dia 1.75 Dia 1.75 Dia 1.75 Dia CONCRETE PIPES, Span Span Span Span Span Span Span Span Span Dia Dia Dia 2.5 2.5 2.5 2.5 3.5 3.5 3.5 3.5 1.75 1.75 1.75 1.75 Dia Dia Dia Dia Dia 3 3 3 3 10'-0" 20'-0" 20'-0" 10'-0" and 8'-0" 14'-0" 14'-0" 5'-0" 5'-0" 5'-0" @ 3'-6" @ 3'-6" 2'-0" or 4'-0" or 6'-0" or 4'-0" or 6'-0" or 4'-0" or 5'-0" or 4'-0" 3'-0" or 4'-0" or 6'-0" or 6'-0" or 4'-0" or 5'-0" or 4'-0" 3'-0" or 4'-0" or 6'-0" or 4'-0" or 6'-0" or 4'-0" or 5'-0" or 4'-0" or 4'-0" 3'-0" or 4'-0" or 6'-0" or 4'-0" or 6'-0" or 4'-0" or 5'-0" or 4'-0" 1 : 1 Continuous sill NOTES: TABLE OF MINIMUM COVER AND STRUTTING REQUIREMENTS FOR CONSTRUCTION LOADS NO SCALE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Minimum cover shall be the greater value of alternatives shown. The diameter and spans shown in the table to calculate Length of strutting to be determined by the Engineer, but shall not For strutting requirements of Structural Steel Plate Vehicular Undercrossing, Structural Steel Plate Arches and Structural Steel D88 CONSTRUCTION LOADS ON CULVERTS 10'-0" to 10'-0" to to 14'-0" 18-50 k AXLE 50-75 k AXLE 110-150 k AXLE or 3'-0" or 3'-0" or 3'-0" or 3'-0" 75 k axle 3'-0" x 2'-0" 110 k axle 3'-0" x 2.5' 150 k axle 3'-0" x 3'-0" or or 2006 STANDARD PLAN D88 50 k axle 2'-0" x 1'-6" the minimum cover (Example: ) are the diameter or span of the facility expressed in number of feet. Struts 6" x 6" Sills 6" x 8" Struts 6" x 8" Sills 6" x 8" Struts 6" x 8" Sills 6" x 8" 110-150 k AXLE 75-110 k AXLE 50-75 k AXLE 18-50 k AXLE 75-110 k AXLE 12" to 39" 42" to 108" 15'-0" to 22'-0" 12" to 48" over 120" to 120" 8-8-05 6" x 8" Post NOTE: To get to the Caltrans web site, go to: http://www.dot.ca.gov The State of California or its officers or agents shall not be responsible for the accuracy sheet. or completeness of electronic copies of this plan

Language	English
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, construction, culvert, DETAIL, details, drainage, DWG, kläranlage, rain, treatment plant