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
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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
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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 WALL
FILTER FABRIC WRAP
UNDISTURBED OR
COMPACTED SUBGRADE
6" THICK REINFORCED CAST IN PLACE
CONCRETE WALK, THICKEN @ EDGES
AS SHOWN: EXPANSION JOINT FILLER
& CAULK AGAINST WALL
PVC WEEP HOLES AS PER
STRUCTURAL REQUIREMENTS
4"
STAINLESS STEEL DOWEL
AND SLEEVE - 2' O.C. TYP.
24" THICK 3/4" COMPACTED CRUSHED
STONE BELOW CONCRETE WALK
FOOTING KEY
FOOTING DRAIN AS REQUIRED
FOOTING TO BE SIZED AND/OR
APPROVED BY STRUCTURAL ENGINEER
FOOTING TO REST AT OR BELOW
SEASONAL FROST LINE (5'-0" MIN.)
1.6
TYPICAL CONCRETE & BRICK VENEER WALL
CAP - FULL WIDTH OF WALL, VARYING LENGTHS
1" - 1 1/2" CRUSHED STONE, 12" MIN. BEHIND
WALL, WRAPPED IN FILTER FABRIC
NATIVE STONE OR BRICK WALL
FACING, SET IN MORTAR.
HORIZONTAL & VERTICAL STEEL
REINFORCEMENT TO BE SIZED AND/OR
APPROVED BY STRUCTURAL ENGINEER
WALL TIES-STAINLESS STEEL SPACING AS
APPROVED BY STRUCTURAL ENGINEER
PVC WEEP HOLES @ 8'-0" O.C. TYPICAL
4" TYP.
6" 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. TYPICAL
24" THICK 3/4" COMPACTED CRUSHED
STONE BELOW CONCRETE WALK
FOOTING DRAIN AS REQUIRED
FILTER FABRIC WRAP
FOOTING TO BE SIZED AND/OR APPROVED
BY STRUCTURAL ENGINEER
FOOTING TO REST AT OR BELOW SEASONAL
FROST LINE (5'-0" MIN.)
COMPACTED OR UNDISTURBED SUBGRADE
6"
MIN.
END OF SECTION 02521
02521- MISCELLANEOUS SITE WORK CONCRETE DETAILS
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