The Gossman Residence Justin T. Menke L A 8 7 2 12 / 5 / 2011 ...a meandering landscape... 0 2 4 8 16 Scale : 1/4” = 1’ 278 278 276 274 274 272 270 268 270 268 278 278.8 + 278.8 + 277.9 + + 276.3 278.3 + 274.3 + 272.8 + 278.8 + 278.8 + FFE 279.0 276 276 276 274 272 272 6 2 5 2 4 2 3 2 2 2 1 2
Walls & Steps - The Gossman Residence
Mar 22, 2016
This is a project done in my 4th year fall Methods and Materials class at the University of Kentucky in Landscape Architecture
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Transcript
The
Gos
sman
Res
iden
ceJu
stin
T. M
enke
LA
8
72
12 /
5 /
201
1
...a
mea
nder
ing
l
ands
cape
...
0 2 4 8 16
S c a l e : 1 / 4 ” = 1 ’
278
278
276
274
274
272
270
268
270
268
278
278.8 +
278.8 +
277.9 + + 276.3
278.3 +
274.3 +
272.8 +
278.8 +
278.8 +
FFE 279.0
276
276
276
274
272
272
62
52
42
32
22
12
The
Gos
sman
Res
iden
ceJu
stin
T. M
enke
LA
8
72
12 /
5 /
201
1
...a
mea
nder
ing
l
ands
cape
...
2
3
4
5 6
1
C on c re t e S t e p s
Wo o d St e p s
C onve y an c e C h an n e l
S e at w a l l P l ant e r St or mw at e r P l ant e r
R e t a i n i ng Wa l l
STONE MASONRY FACADE W/1/2”-3/4” JOINTS
3” STONE CAP
#4 REBAR IN CONCRETECORE
BLUEGRASS/FESCUEMIX SOD
PREPARED SUBGRADE
3 “ CONCRETE SLAB
1/2” PREMOLDED FIBERSTRIP EXPANSION JOINT
BRUSHEDFINISH
6” CRUSHED AGGREGATE
6” CRUSHED AGGREGATE
PREPARED SOIL FILL
PREPARED SUBGRADE
1 1/2” DIAMETER WEEPHOLE 6’ O.C.
S c a l e : 5 / 4 ” = 1 ’
S c a l e : 5 / 4 ” = 1 ’
S c a l e : 5 / 4 ” = 1 ’
S c a l e : 5 / 4 ” = 1 ’ S c a l e : 5 / 4 ” = 1 ’
S c a l e : 5 / 4 ” = 1 ’
2
2
2
2 2
2
1/2” PREMOLDED FIBERSTRIP EXPANSION JOINT
CONCRETE FOOTINGW/ #4 REBAR
4” CRUSHEDAGGREGATE BASE
BRUSHED FINISH
2” SILL
2% SLOPE
4” CRUSHEDAGGREGATE BASE
4” FORMED KEY
WASHEDAGGREGATE
4” CONCRETE SLABW/ #4 REBAR
4” CONCRETE CHANNELW/ #4 REBAR
3/4” STEELGRATE
3” CRUSHED AGGREGATE BASE
COMPACTEDSUBGRADE
PRESSURE TREATED2 X 12 LUMBER
PRESSURE TREATED4 X 4 POST
METAL BRACKET
2” COMPACTEDAGGREGATE
EXISTING SUBGRADE
12” DIAMETERPOURED CONCRETEFOOTER
8” DIAMETERPOURED CONCRETE
FOOTER
6” CRUSHED AGGREGATE
METAL BRACKET
PRESSURE TREATED2 X 12 STRINGER
PRESSURE TREATED2 X 6 TREADS
COMPACTEDSUBGRADE
#4 REBAR
2 1/4” x 3 5/8” x 7 5/8” BRICK VENEER IN RUNNING BOND SET ON 3/8” MORTAR BED
2 1/4” x 3 5/8” x 7 5/8” BRICK VENEER IN RUNNING BOND SET ON 3/8” MORTAR BED
3” CONCRETE CAP
#4 REBAR IN CONCRETECORE
2 1/4” x 4 1/2” x 7 5/8” BRICK CAP
#4 REBAR
3 “ CONCRETE SLAB
1/2” PREMOLDED FIBERSTRIP EXPANSION JOINT
BRUSHEDFINISH
6” CRUSHED AGGREGATE
6” CRUSHED AGGREGATE
PREPARED SOIL FILL
4” CONCRETE BASEW/ #4 REBAR 3” CONCRETE BASE
W/ #4 REBAR3” CRUSHEDAGGREGATE BASE
PREPAREDSOIL FILL
3” CRUSHEDAGGREGATE
PREPAREDSUBGRADE
2 PART TOPSOIL1 PART COMPOST
1 PART SANDSOIL MIX
3” WASHEDAGGREGATE
4” WASHEDAGGREGATE
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