HomeMy WebLinkAbout05050047.1`I
DESCRIPTION
0001
COVER SHEET
41 ST STREET
SITE DEVELOPMENT PLAN
C300 —C301
STORMWATER POLLUTION & PREVENTION PLAN & SPECS
C800
STORM DETAILS
C900 —C901
LANDSCAPE PLANS
LU
iVP
9a
0
w
W
;
N
xh
VICINITY MAP
NOT TO SCALE
INDEX
SHT.
DESCRIPTION
0001
COVER SHEET
C200
SITE DEVELOPMENT PLAN
C300 —C301
STORMWATER POLLUTION & PREVENTION PLAN & SPECS
C800
STORM DETAILS
C900 —C901
LANDSCAPE PLANS
Q
O
U)
w
REVISIONS
SHT.
DESCRIPTION
ALL
REV. PER TAC COMMENTS 5/18/05 BAH
LACROSSE FIELDS
Developed
PLATINUM
b y:
PROPERTIES
9551 DELEGATES ROW
INDIANAPOLIS, INDIANA
L.L.C.
46240
Phone: (317) - 818 -2900
Fax: (317) - 818 -2910
CONTACT: STEVE BROERMANN
141ST STREET
Q
O
w
w
z
O
M
Li
S
to
141ST STREET
r /'.,
, t
anyt-
11141,11. �
SOILS MAP
NOT TO SCALE
SOILS MAP
0
Q
O
W
Z
W
0
IM
W
M
MmA Miami silt loom, 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 has 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 clay loam— this soil is dark colored, silty in texture and on depressional 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 loam, 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 10— 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 eroded— 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 Fax loam, 8 to 18 % slopes, severely eroded— This moderate sloping, well— drained soil is on side slopes adjacent to droinagewoys
on terraces and in domelike areas on uplands. 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 loom — 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. Avoilbale water capacity is high. Surface runoff is
ponded or is very slow. The main soil feutures 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. Thi,_ 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
PHONE: (317)- 849 -5935 STOEPpF�,-,
FAX: (317)- 849 -5942 J�O '�c, \STEq ' F�
No. -
19358
- o ' STATE OF ' Q
PLANS C E R T I E I E D B Y: ,,�,.' • �NDIANP `���,•�`
05/22/05
DAVID J. STOEPPELWERTH DATE
PROFESSIONAL ENGINEER
NO. 19358