HomeMy WebLinkAbout03110010 Cherry Creek Estates, Sec. 3 Large Plan pg. 01SHT.
DESCRIPTION
ALL
ADD STR. 60A NECKDOWN, REMOVED 1 LOT
ALL
ADD STR. 60B, REMOVED NECKDOWN,
C200
REVISED PER CITY OF CARMEL
ALL
ADD DBL. INLET ADD INT. DTL
C400 -C405
STREET PLAN PROFILES INTERSECTION DETAILS
TRAFFIC CONTROL TRAFFIC DETAILS ALTERNATE INT. DETAIL
C500 -0502
SANITARY SEWER PLAN PROFILES UTILITY PLAN
C600
STORM SEWER PLAN PROFILES
C700
WATER PLANS
C800 -C802
CONSTRUCTION DETAILS
SANITARY
STORM
STREET
SHT.
DESCRIPTION
C001
COVER SHEET
C100
TOPOGRAPHICAL SURVEY
C200
SITE DEVELOPMENT PLAN
C300 -C302
EROSION CONTROL PLAN SPECIFICATIONS
C400 -C405
STREET PLAN PROFILES INTERSECTION DETAILS
TRAFFIC CONTROL TRAFFIC DETAILS ALTERNATE INT. DETAIL
C500 -0502
SANITARY SEWER PLAN PROFILES UTILITY PLAN
C600
STORM SEWER PLAN PROFILES
C700
WATER PLANS
C800 -C802
CONSTRUCTION DETAILS
SANITARY
STORM
STREET
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LOCATION MAP
INDEX
REVISIONS
C C E
d eveloped by:
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9551 DELGATES ROW
\DA\APOLS, .\DA\A 46240
Phone: (317) 818 -2900
Fax:_(31/) 818 -2910
COHACH HV WALTER
SU! (VISION
CHERRY CREEK BLVD.
SECTION 3
126
127
128
129
135
w
J
0
LLJ
J
J
J
0
0
146 147
145 148
144 149
143 150
142 151
141
140
139
138
137
POWDER
L_J
152
153
154
155
156
w
CC
w
0
163
162
161
160
159
1
157
SCALE: 1 200'
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
poorly drained with slow permeability. It hos 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.
Mm62 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 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.
CrA
MmC2
FxC3
We
SOILS MAP
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.
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 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.
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. Availaale water capacity is high. Surface runoff is
ponded or is very slow. The main soil features 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 oction, 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.
SPEED LIMIT
25 MPH
37 LOTS
12.162 AC.
SECTION 1A
DESIGN DATA
3.12 LOTS /ACRE
COLVILLE CIRCLE
POWDER DRIVE
CHERRY CREEK BOULEVARD
1048.42 L.F.
807.77 L.F.
354.59 L.F.
POTENTIAL PURCHASERS OF LOTS IN THIS SECTION SHOULD BE ADVISED THAT IF THE LOT HAS A SIDE YARD EASEMENT (LOTS
128 -129, 135, 137, 140 -141, 152 -153 AND 156), THE CITY OF CARMEL WOULD NOT APPROVE THE ENCROACHMENT OF ANY PORTION
OF THE HOUSE INTO SAID EASEMENT DUE TO THE REDUCED LOT WIDTH. ADDITIONALLY, ANY DRIVEWAY CONSTRUCTED WITHIN AND
PARALLEL TO A SIDEYARD EASEMENT WILL REQUIRE A CONSENT TO ENCROACH AGREEMENT BETWEEN THE OWNER AND THE CITY OF
CARMEL. IF THE SIDE YARD EASEMENT CONTAINS AN UNDERGROUND SANITARY OR STORM SEWER PIPE, FULL DEPTH GRANULAR
BACKFILL WILL BE REQUIRED FOR THAT PORTION OF THE DRIVEWAY ASSOCIATED WITH SAID PIPE.
PLANS PREPARED BY:
STOEPPELWERTH ASSOCIATES, INC.
CONSULTING ENGINEERS LAND SURVEYORS
9940 AWSONVILLE ROAD FISHERS, INDIANA 46038
PHONE: (317)- 849 -5935 sTOEPp��'•,,
FAX: (317)- 849 -5942 ��a
19358
C R T I F- I- D BY: ST ATE OF
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PLA \S
DAVID J. STOEPPELWERTH DATE
PROFESSIONAL ENGINEER
NO. 19358
10