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VICINITY MAP
NOT TO SCALE
INDEX
SHT.
DESCRIPTION
C001
COVER SHEET
C200
SITE DEVELOPMENT PLAN
C300
STORMWATER POLLUTION & PREVENTION PLAN & SPECS
C800
CONSTRUCTION DETAILS
C900
LANDSCAPE PLANS
REVISIONS
SHT. DESCRIPTION
A 't 01 go
Developed by:
PLATINUM PROPERTIES L.L.C.
9551 DELEGATES ROW
INDIANAPOLIS, INDIANA 46240
Phone: (317) - 818 -2900
Fax:_ (317) - 818 -2910
0
CONTACT:
146TH STREET
STEVE BROERMANN
() 5 c; 5-c o Lf-
SOILS MAP
NOT 10 SCALE
SOILS MAP
MmA Miami silt loam, 0 -2 % slopes— This nearly level, deep, well drained soil is on slight rises on uplands. Permeability is moderate in
the subsoil and the substratum. Available water capacity is high. The main soil features that adversely affect engineering uses
of this soil are moderate potential for frost action, moderate permeability, and moderate shrink —swell potential. This soil has
severe limitations for local roads and streets. The base material needs to be strengthened with suitable material.
Crosby silt loam, 0 -3 percent slopes this soil is light colored, silty in texture and on sloping uplands. It is deep and somewhat
CrA poorly drained with slow permeability. It ha; high available water for plant growth and medium organic matter content. The soil
has compact till starting at a depth between 20 —40 inches. The main soil features that affect urban development uses are
seasonal high water table, moderate shrink —swell potential, high potential frost action and slow permeability.
Br Brookston silty cloy loam— this soil is dark colored, silty in texture and on depressionol uplands. It is deep and very poorly
drained with moderate permeability. It has high available water for plant growth and high organic matter content. It has
compact till starting at a depth of 40 to 60 inches. The main soil features that affect the urban development uses are seasonal
high water table, high potential frost action, moderate shrink —swell potential, moderate permeability and ponded surface water.
MmB2 Miami silt loom, 2 -6 percent slopes— this soil is light colored, silty in texture and on sloping uplands. It is deep and well drained
with moderate permeability. It has moderate available water for plant growth and a medium organic matter content. It has
compact till starting at a depth between 20— 40 inches. The main soil features that adversely affect urban development uses are
moderate potential frost action, moderate shrink —swell potential, moderately slow permeability, low strength and erosion during
construction.
MmC2 Miami clay loam, 6 -12 % sloped severely er,)ded— this moderately sloping, deep well draining soil is on knobs and breaks along
streams and drainage ways on uplands. Permeability is moderate in the subsoil and moderately slow in the substratum. This soil
is suitable for urban development. The main soil features that adversely affect the engineering uses of this soil are moderate
potential frost action, moderate shrink —swell potential, and moderately slow permeability. The hazard of erosion is high during
construction.
FxC3 Fox loam, 8 to 18 % slopes, severely eroded— This moderate sloping, well— drained soil is on side slopes adjacent to drainageways
on terraces and in domelike areas on uplan(js. It is moderately deep over sand and gravelly sand. Permeability is moderate in
the subsoil and rapid in the underlying material. Available water capacity is low. This soil has moderate limitations for urban
development (Slope). Features that adversely affect engineering uses of this soil are moderate frost action, moderate shrink —swell
potential, moderate permeability in the subsoil and very rapid permeability in the under lying material. Topsoil should be stockpiled
for use in exposed areas.
We Westland silty clay loam — This nearly level, deep, very poorly drained soil is in depressions, swales, and narrow drainageways on
outwash plains. Runoff from higher adjacent soils is ponded on this soil. Permeability is slow. The water table is commonly at
the surface or is at a depth of less than one foot in winter and early spring. Availbble water capacity is high. Surface runoff is
ponded or is very slow. The main soil feat�jres that adversely affect engineering uses of this soil are a seasonal high water table,
high potential frost action, moderate shrink - -swell potential, and slow permeability. The base material for roads needs to be
replaces or strengthened with suitable material.
OcA Ockley silt loam, 0 -2 % slopes— This nearly level, deep well drained soil is mainly on broad terraces. Permeability and available
water capacity is moderate. This soil is suitable for urban development. Features that adversely affect engineering uses of this
soil are moderate frost action, moderate shrink —swell potential, moderate permeability in the subsoil and very rapid permeability in
the under lying material.
OcB2 Ockley silt loam, 2 -6 % slope, eroded— This gently sloping, deep well drained soil is mainly on broad terraces. Permeability and
available water capacity is moderate. This soil is suitable for urban development. Features that adversely affect engineering uses
of this soil are moderate frost action, moderate shrink —swell potential, moderate permeability in the subsoil and very rapid
permeability in the under lying material. This soil has severe limitations for local roads because of low strength. The base material
of roads needs to be strengthened with suitable material.
PLANS PREPARED BY:
STOEPPELWERTH & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 - - -,,
sTO
PHONE: (317)- 849 -5935 �, ......
FAX: (317)- 849 -5942 °;.�`sTEq�o' :F9k -;
No.
CONTACT PERSON: EDWARD E. FLEMING _ 19358
SCALE: 1 =200 o'=• STATE OF `' Q
PLAN'S)' CERTIFIED BY: �,.' �NDIANP• ���.
5/19/05
DAVID J. STOEPPELWERTH DATE
PROFESSIONAL ENGINEER
NO. 19358