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maure treated
d, typ.
Le base
5'-0" Woob x a l la rd Detail
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Brown fill stone is crushed buff or Installation procedure:
darker limestone of 1/4' stone down.
I. Bland Soil 5tabilizer at rate of
to fine particles.
14 Ibs per ton of brown fill stone.
Produced
Blend in cement mixer or pug mill.
Soil Stabilizer is a non -toxic
Thouroughly and unlformily mix,
organic binder. ManuFactured
by Stabillzer, Inc. 2210 East
2, Spread mixture over compacted
Magnolia Street Phoenix, AZ
53 in 2' lifts -
85034, 800- 336 -2468 or
approved equal.
3. Water heavilly with hose (do not water
�
with water truck), to achieve full depth
Soil Stabilizer is a grain dust
moisture penetration. Test for penetration
type material. Dust precautions
with random core Inspection.
should be taken. Store in a dry
area.
4. Roll and compact as soon as possible
with a one -to -Five ton roller. if the surface
is flaky or sticks to roller, add more water.
If roller creates washboard, extra set up
time Is required.
5. Repeat process for second 2' lift.
6. Allow Finish surface to completely dry
before any use.
Finish grade
Aggr�gatS Favirl
Finish grade
4' concrete walk Medium broom
Finish perpendicular to pedestrian
Flow unless otherwise noted.
6' X 6' 10/10 w wm.
4' compacted
053 coarse aggregate
Concrete Fa vin
U 1 Scale: 1 1/2" 1' -p°
.aggregate paving (14' section)
2 -4' x 4' pressure treated lumber
with hole drill through just large
enough to receive rebar.
Concrete walk
4' long x 1/2' dia dowel. Drill hole
into 4' x 4' to receive and cast into
concrete 18' oz.
36' long 04 rebar 24' oz.
undisturbed soil
Wood Curb Detail
Sand is Michigan Dune Geotextile fabric
sand. 12' depth at over undardrain
shallowest point. with 18' min, beyond trench
on each side.
0
clean sand
I-
s lope 51
Compacted subgrade
4' dia. perforated plastic
undardrain piping with
geotextile filter sock
3/4' clear stone
l��Ol�rolrait�a�� Detail
Not to Sca le
Crusher fines must comprise
of 509. stone pieces and
50% dust. Path should
be compactable to hard
surface. Add dust and water
as req'd to achieve desired
surface.
2' Brown Fi1I Stone mixed with Soil Stabilizer.
2' Brown Fill Stone mixed with Soil Stabilizer.
5' compacted "53 coarse aggregate
5' compacted 053 crushed stone
Proof rolled subgrade per specs
Det�
l,Uood Fa rkir( q Bumper
Scale 1" = 1' -O'
Finish grade
2' stone crusher fines
2- 4' x 4' pressure treated lumber
with holes drill just large enough
to racieve rebar
4' compacted
1 I� 53 coarse aggregate
Proof rolled subgrade
per specs
36' 04 rebar 36' oz.
Crushed Store Path w/ Wood Edgin
Scale: 1' = V-0,
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Limestone Curb Detail
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6' pressure treated lumber
holes drill just large enough
or-love rebar
6' pressure treated lumber
Det. 2/C401 for sextion of
d bumper.
jregate paving (14' section)
sturbed soil
04 rebar 24' o.c.
plant material, see Bioswale plant list
i gravel mulch
ad soil
pressure treated lumber
drill just large enough
,a rebar
Pressure treated lumber
1e66ure treated lumber
3/C401 for elevation of
nper.
to paving (14' section)
asting R- 4350 -C
ved aqua I
CP
sd subgrade only under
Le pavement.
ad soil
th fro rebar 24' oz.
:oncrate
Topsoil for plantings
Smooth rustic limestone donut
9' -0' outside diameter. Comprised
of as many pieces as required,
Set on 8' smooth dowel set
4' into stone cast Into cone.
Epoxy to concrete.
Cast concrete footing.
S C H M I D T
ASSOCIATES
Wil -Fra -Mar Building
320 East Vermont Street
Indianapolis, IN 46204 -2126
317- 263 -6226
Fax: 317 - 263 -6224
Project No.
970513
Project Date Maq
22, 1998
Produced
r_j a
Revision Date
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VAC' F9�
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= No. L0147
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These Drawings and 5"ficatiorw and all copies thereof are and
shell reaalt the property end oopyrtght of the Architsct They shell
be wad only With respect to the Project and are not to be used on
any other Project or Work without prior Written pamission Ron
the Archtect.
River
Heritage
Park
Site
Deta i Is
C401