Official Proceedings for the Annual Convention, Volume 37List of members in each vol. (except vol. for 1924). |
From inside the book
Results 1-3 of 57
Page 712
... inches wide , 6 inches in front of the curb and 12 inches back from face of curb . It should be at least 22 inches deep . If the back of the trench suggests caving in , it should be held with planks so as to insure the full width of ...
... inches wide , 6 inches in front of the curb and 12 inches back from face of curb . It should be at least 22 inches deep . If the back of the trench suggests caving in , it should be held with planks so as to insure the full width of ...
Page 713
... inch joint for a depth of 8 inches . ( Note : Except for special purposes the standard methods of dressing or cutting as employed for the several kinds of stone are regarded as acceptable . Unnecessary cost is incurred by specifying a ...
... inch joint for a depth of 8 inches . ( Note : Except for special purposes the standard methods of dressing or cutting as employed for the several kinds of stone are regarded as acceptable . Unnecessary cost is incurred by specifying a ...
Page 824
American Society for Municipal Improvements. -inch pipe ..- inch Y or T junctions on segmental block sewers . . - inch Y ... inches square , per pound Concrete invert finishing or lining , per square foot One - ring segmental block sewer ...
American Society for Municipal Improvements. -inch pipe ..- inch Y or T junctions on segmental block sewers . . - inch Y ... inches square , per pound Concrete invert finishing or lining , per square foot One - ring segmental block sewer ...
Contents
City Planning | 9 |
The Practical Side of City Replanning | 16 |
What About Parks? | 39 |
59 other sections not shown
Other editions - View all
Common terms and phrases
additional aggregate airport American amount applied asphalt assessment Association base Bldg brick building Bureau carried cement City Engineer City Hall Committee Company complete concrete considerable construction Consulting cost course covered curb Department desirable determined direction easement effective Engineer equipment fact feet field given grade Highway important improvements inches increase indicated interest joints land least less lighting limits located Louis material matter means meet method Michigan mixed mixture Municipal necessary operation owner Park pass pavement Paving percent period permitted Philadelphia Pittsburgh plant possible practice present President problem projects reason removed road sand sewage sewer side sludge Society specifications Standard stone street surface tion traffic treatment United usually various York