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MISCELLANEOUS SITE WORK CONCRETE DETAILS

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DARTMOUTH COLLEGE DESIGN January 3, 2012 & CONSTRUCTION GUIDELINES 02521- MISCELLANEOUS SITE WORK CONCRETE DETAILS Page 1 of 3 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. Typical Concrete Curbing 1.3. Typical Concrete Stairs 1.4. Typical Concrete Walks 1.5. Typical Concrete Retaining Wall 1.6. Typical Concrete & Brick Veneer Wall B. Drawing revisions to this section are indicated with a margin line only; revisions to details are not shown in red due to legibility concerns. 1.2 TYPICAL CAST IN PLACE CONCRETE CURBING 12"12" MIN6"6"12"STEEL TROWEL FINISHDARTMOUTH COLLEGE DESIGN January 3, 2012 & CONSTRUCTION GUIDELINES 02521- MISCELLANEOUS SITE WORK CONCRETE DETAILS Page 2 of 3 1.3 TYPICAL CAST IN PLACE CONCRETE STAIRS PAINTED STEEL HANDRAIL (BLACK)PAINTED STEEL VOLUTE FITTINGCHEEK WALL W/ 1/4" BEVEL @ EDGESFIBER REINFORCED CONCRETE, 4000PSICONCRETE FOOTINGS, HORIZONTAL AND VERTICAL REINFORCEMENT TO BE SIZED AND/OR APPROVED BY STRUCTURAL ENGINEER KEYED (TYPICAL)24" DEPTH 3/4" COMPACTED CRUSHED STONEAS PER ALL APPLICABLE CODE REQUIREMENTS6"12"18"4" TYP.5 1/2"1'-3"C.I.P. CONC. LANDING - THICKENED UNDERPOSTS TO 12" - PIN TO CONC. FOOTING W/ ST. STL. PINSCOMPACTED OR UNDISTURBED SUBGRADE6" MIN.6"6"6" MIN.EXPANSION JOINT FILLER & CAULKINGCONCRETE FOOTING SHOULD SIT AT OR BELOW SEASONAL FROST LINE - 5'-0" MIN. 1.4 TYPICAL CONCRETE WALKSDARTMOUTH COLLEGE DESIGN January 3, 2012 & CONSTRUCTION GUIDELINES 02521- MISCELLANEOUS SITE WORK CONCRETE DETAILS Page 3 of 3 1.5 TYPICAL CAST IN PLACE CONCRETE RETAINING WALL 4"RAILING AS REQUIREDFIBER REINFORCED CONCRETE- 4000 PSI MIN.HORIZONTAL & VERTICAL STEEL REINFORCEMENT TO BE SIZED AND/ORAPPROVED BY STRUCTURAL ENGINEER1" - 1 1/2" CRUSHED STONE, MIN. 12" BEHIND WALLFILTER FABRIC WRAPPVC WEEP HOLES AS PER STRUCTURAL REQUIREMENTSFOOTING DRAIN AS REQUIRED FOOTING KEYFOOTING TO BE SIZED AND/OR APPROVED BY STRUCTURAL ENGINEERUNDISTURBED OR COMPACTED SUBGRADEFOOTING TO REST AT OR BELOW SEASONAL FROST LINE (5'-0" MIN.)24" THICK 3/4" COMPACTED CRUSHED STONE BELOW CONCRETE WALK6" THICK REINFORCED CAST IN PLACE CONCRETE WALK, THICKEN @ EDGES AS SHOWN: EXPANSION JOINT FILLER & CAULK AGAINST WALLSTAINLESS STEEL DOWEL AND SLEEVE - 2' O.C. TYP.HEIGHT VARIES WALL WIDTH VARIES AS PER STRUCTURAL REQUIREMENTSCONTINUOUS CHAMFER 1.6 TYPICAL CONCRETE & BRICK VENEER WALL CAP - FULL WIDTH OF WALL, VARYING LENGTHS NATIVE STONE OR BRICK WALL FACING, SET IN MORTAR. HORIZONTAL & VERTICAL STEEL REINFORCEMENT TO BE SIZED AND/OR APPROVED BY STRUCTURAL ENGINEERPVC WEEP HOLES @ 8'-0" O.C. TYPICAL6" THICK REINFORCED CAST IN PLACE CONCRETE WALK, THICKENED AT EDGES AS SHOWN: EXPANSION JOINT FILLER & CAULK AGAINST WALL (SEE ALSO TYPICAL DETAIL) STAINLESS STEEL DOWEL AND SLEEVE - 2'-0" O.C. TYPICAL24" THICK 3/4" COMPACTED CRUSHED STONE BELOW CONCRETE WALK1" - 1 1/2" CRUSHED STONE, 12" MIN. BEHIND WALL, WRAPPED IN FILTER FABRICCOMPACTED OR UNDISTURBED SUBGRADEFOOTING TO REST AT OR BELOW SEASONAL FROST LINE (5'-0" MIN.)WALL TIES-STAINLESS STEEL SPACING AS APPROVED BY STRUCTURAL ENGINEERFILTER FABRIC WRAPFOOTING TO BE SIZED AND/OR APPROVED BY STRUCTURAL ENGINEERFOOTING DRAIN AS REQUIRED4" TYP.6"MIN. END OF SECTION


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