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MISCELLANEOUS SITE WORK CONCRETE DETAILS



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DARTMOUTH COLLEGE DESIGN CONSTRUCTION GUIDELINES January 3 2012 SECTION 02521 MISCELLANEOUS SITE WORK CONCRETE DETAILS PART 1 DESIGN DIRECTIVES 1 1 GENERAL A This section consists of AutoCAD drawings depicting typical landscape details governing the installation of miscellaneous site concrete details on the Dartmouth Campus The following is an index of standard landscape details contained in this section 1 2 1 3 1 4 1 5 1 6 B 1 2 Typical Concrete Curbing Typical Concrete Stairs Typical Concrete Walks Typical Concrete Retaining Wall Typical Concrete Brick Veneer Wall Drawing revisions to this section are indicated with a margin line only revisions to details are not shown in red due to legibility concerns TYPICAL CAST IN PLACE CONCRETE CURBING 6 STEEL TROWEL FINISH 12 12 6 12 MIN 02521 MISCELLANEOUS SITE WORK CONCRETE DETAILS Page 1 of 3 DARTMOUTH COLLEGE DESIGN CONSTRUCTION GUIDELINES 1 3 January 3 2012 TYPICAL CAST IN PLACE CONCRETE STAIRS AS PER ALL APPLICABLE CODE REQUIREMENTS CHEEK WALL W 1 4 BEVEL EDGES PAINTED STEEL HANDRAIL BLACK PAINTED STEEL VOLUTE FITTING 5 1 2 6 18 EXPANSION JOINT FILLER CAULKING 4 TYP 1 3 C I P CONC LANDING THICKENED UNDER POSTS TO 12 PIN TO CONC FOOTING W ST STL PINS 6 6 MIN 12 6 6 MIN 24 DEPTH 3 4 COMPACTED CRUSHED STONE FIBER REINFORCED CONCRETE 4000PSI CONCRETE FOOTINGS HORIZONTAL AND VERTICAL REINFORCEMENT TO BE SIZED AND OR APPROVED BY STRUCTURAL ENGINEER KEYED TYPICAL CONCRETE FOOTING SHOULD SIT AT OR BELOW SEASONAL FROST LINE 5 0 MIN COMPACTED OR UNDISTURBED SUBGRADE 1 4 TYPICAL CONCRETE WALKS 02521 MISCELLANEOUS SITE WORK CONCRETE DETAILS Page 2 of 3 DARTMOUTH COLLEGE DESIGN CONSTRUCTION GUIDELINES 1 5 January 3 2012 TYPICAL CAST IN PLACE CONCRETE RETAINING WALL CONTINUOUS CHAMFER WALL WIDTH VARIES AS PER STRUCTURAL REQUIREMENTS RAILING AS REQUIRED FIBER REINFORCED CONCRETE 4000 PSI MIN HORIZONTAL VERTICAL STEEL REINFORCEMENT TO BE SIZED AND OR APPROVED BY STRUCTURAL ENGINEER HEIGHT VARIES 1 1 1 2 CRUSHED STONE MIN 12 BEHIND



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