03/27/2020 - Los Angeles
curb ramp 2'-0" min ecr bcr edge of curb ramp crosswalk crosswalk marking (typ.) flowline flowline retaining curb 0.5% - 2% y 6" x e sidewalk 5 curb ramp grade break 5%-2% 1'-0" radius 3'-0" active vehicle travel lanes min pl flowline back of street curb at freeway ramp (if applicable) non-accessible route pl 10% max pl w integral curb and ...
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STANDARD SPECIFICATIONS
eng2.lacity.orgconcrete shall be used for the construction of curbs, sidewalks, driveway gutters, catch basins, and local depressions. Concrete Materials for Mixing at Job Site: Portland cement concrete shall consist of Portland cement (delivered in original sacks), washed concrete sand, and washed and graded screened gravel and/or crushed rock.
TABLE OF CONTENTS GENERAL DESIGN ( G 100 )
eng2.lacity.orgTABLE OF CONTENTS GENERAL DESIGN ( G 100 ) SECTION NO. SUBJECT DATE G 110 POLICY June, 1968 G 111 Extent of Relief June, 1969 G 112 Drainage Facilities "G 120 DESIGN PRACTICES June, 1968 G 121 Work by Others "
General, Design, Content, Table, 100 g, Table of contents general design
COOPER E80 RAILROAD LIVE LOAD ON WALL
eng2.lacity.orgRatio side loads when other than E80 Railroad loads are appropriate. It is necessary to consider the effect of only one track in computing the LL surcharge. The exceptional case of tracks closer than 7' can be generally ignored since the increase in surcharge is minor. Impact loads are not applied to side walls (AREA). Refer also to Figure H374.2C
APPENDIX A FORMULAE AND SAMPLE CALCULATIONS
eng2.lacity.orgallowable tensile stress of 1000 psi provides a design factor of approximately 3 ... Where L = pulling length (feet) f = friction coefficient (0.5) Sample Calculations: 1. 1000 feet of 12 inch, SDR 26 is being pulled over smooth ground with a 5o slope.
D-LOADS FOR REINFORCED CONCRETE PIPE WITHOUT BELLS ...
eng2.lacity.org2. For intermediate cover values, use the higher D-Load Soil Unit Weight (w) = 120 p.c.f; 6. For pipe sizes greater than 108", covers greater than 30', the Structural Engineering Division. of the two adjacent covers. Soil Friction Coefficient: railroad loading, heavy construction loads, or …
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www.dot.ny.govthe cross slope of a curb ramp shall be 1.5% maximum 22. the cross slope of the curb ramp shall be as flat as possible and still required to exceed 15'-0" for work acceptance. to exceed 15'-1" for design and field layout. the ramp length shall not be a grade (running slope) of 8.3% or less, the ramp length shall not be required 21.
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www.in.govA curb ramp running slope of 10% for a 6in. rise is not acceptable. - 4. A sidewalk adjacent to a roadway does not require a landing area or handrail, regardless of the roadway grade. 5. Detectable warning elements must extend the full width of the ramp.
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ppmoe.dot.ca.govThe adjacent surfaces at transitions at curb ramps to walks, gutters, and in Case C and Case F. conform with longitudinal sidewalk slope adjacent to top of the ramp, except Side slope of ramp flares vary uniformly from a maximum of 9.0% at curb to in the Project Plans. The ramp portion of the curb ramp is a typical rectangle, unless modified ...