HomeMy WebLinkAboutC001-Cover Sheet-CoverCrA
CrA
CrA CrA
CrA
CrA
CrA
Br
Br
MmB2
CrA
CrA
CrA
CrA
CrA
Pn
Pn
CrA
CrA
CrA
CrA
Br
CrA
CrA
CrA
CrA
LOCATION MAP
SCALE: 1"=1000'
Owner & Developed by:
Lombardo Homes
2299 Technology Drive, Suite 150
O'Fallon, MO 63368
Phone: (636) 265-2710
Contact Person: Jeff Boland
EMAIL: Jboland@lombardocompanies.com
146th STREET
SHELBORNE ROAD
141st STREET
SOILS MAP
SCALE: 1"1000'
Map Unit: Br - Brookston silty clay loam
Br--Brookston silty clay loam
This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and
is in depressions. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses
and hardwoods. The surface layer is silty clay loam and has moderate or high organic matter
content (2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the most
restrictive layer above 60 inches. Available water capacity is high (10.0 inches in the upper
60 inches).The pH of the surface layer in non-limed areas is 6.1 to 7.3. This soil is hydric.
Wetness is a management concern for crop production. This soil responds well to tile
drainage.
Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes
CrA--Crosby silt loam, 0 to 2 percent slopes
This is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. and
is on rises on uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The
surface layer is silt loam and has moderately low or moderate organic matter content (1.0 to
3.0 percent). Permeability is very slow (< 0.06 in/hr) in the most restrictive layer above 60
inches. Available water capacity is moderate (6.2 inches in the upper 60 inches).The pH of
the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and wetness are management
concerns for crop production. This soil responds well to tile drainage.
Pn - Patton silty clay loam
In a typical profile the surface layer is very dark gray and black silty clay loam about 12
inches thick. The subsoil is dark gray, olive gray and light olive gray, mottled, firm silty clay
loam about 26 inches thick. The substratum, to a depth of 60 inches, is calcareous and is olive
gray and gray silt loam and light silty clay loam. In some areas, the surface layer is less than
12 inches thick or the substratum is stratified loamy material. In some areas calcareous loam
till is at a depth of less than 60 inches and part of the subsoil below a depth of 40 inches
formed in glacial till. Many areas that are surrounded by eroded soils have an overwash of
light colored soil material on the original surface layer.
PLANS PREPARED BY:
STOEPPELWERTH & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
7965 E. 106TH STREET, FISHERS, INDIANA 46038
PHONE: (317)-849-5935
FAX: (317)-849-5942
CONTACT PERSON: BRIAN K. ROBINSON
EMAIL: BROBINSON@STOEPPELWERTH.COM
TALLYN'S RIDGE
Part of the Northeast Quarter of the Northwest Quarter of Section 20, Township 18 North, Range
3 East in Clay Township, Hamilton County, Indiana, being more particularly described as follows:
Commencing at the Northeast corner of the Northwest Quarter of Section 20, Township 18 North,
Range 3 East, Hamilton County, Indiana; thence South 89 degrees 39 minutes 18 seconds West
(assumed bearing) on the North line of said Northwest Quarter a distance of 712.15 feet to the
point of beginning of the herein described real estate; thence continuing South 89 degrees 39
minutes 18 seconds West on said North line a distance of 612.85 feet to the Northwest corner of
the Northeast Quarter of said Northwest Quarter; thence South 00 degrees 07 minutes 51 seconds
West on the West line of said Northeast Quarter of said Northwest Quarter 1314.82 feet to the
Southwest corner of said Northeast Quarter of said Northwest Quarter; thence North 89 degrees 41
minutes 00 seconds East on the South line of said Northeast Quarter of said Northwest Quarter a
distance of 612.85 feet; thence North 00 degrees 07 minutes 51 seconds East parallel with the
West line of said Northeast Quarter of said Northwest Quarter 1315.12 feet to the point of
beginning, containing 18.50 acres, more or less.
FLOOD STATEMENT
This is to certify that NO portion of the property is located within a Special Flood Hazard Area (Zone AE)
as said property plots by scale on Community Panel No. 18057C 0205F of the Flood Insurance Rate Maps
dated February 19, 2003.
SITE
SITE
TOWNE ROAD
C001
C100-C101
C200-C204
C400-408
C500-C501
C600-C604
C700-C701
C800-C804
SHT.
INDEX
DESCRIPTION
COVER SHEET
TOPOGRAPHICAL SURVEY
SITE DEVELOPMENT PLANS
EMERGECNY FLOOD ROUTE
STORMWATER POLLUTION & PREVENTION PLANS
& SPECS
STREET PLAN & PROFILES/ENTRANCE
PLAN/INTERSECTION DETAILS/TRAFFIC CONTROL
PLAN/PAVING POLICIES/CURBING POLICIES
SANITARY SEWER PLAN & PROFILES
STORM PLAN & PROFILES / SUMP PLAN
WATER PLAN
CONSTRUCTION DETAILS
REVISIONS
SHT. DESCRIPTIONS
UTILITY CONTACTS:
Carmel Sewer Department
760 3rd Avenue Southwest
Carmel, Indiana 46032
Carmel Water Utilities
3450 West 131st Street
Westfield, IN 46074
AT & T
5858 North College Avenue
Indianapolis, Indiana 46220
Brighthouse Networks
3030 Roosevelt Avenue
Indianapolis, Indiana 46218
Duke Energy
16475 Southpark Drive
Westfield, Indiana 46074
Indianapolis Power & Light Company
3600 North Arlington Avenue
Indianapolis, Indiana 46218
Vectren Energy
16000 Allisonville Road
Noblesville, Indiana 46060
C300-C305
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DESIGN SPEED LIMIT: 25 MPH
DESIGN DATA
6,7( $F
27 LOTS = 1.45 LOTS/ACRE
TALLYN WAY 721.38 L.F.
TAMSYN CIRCLE 210.00 L.F.
TAMERLANE PLACE 282.83 L.F.
TRAHAN DRIVE 899.11
TOTAL 2,113.32 L.F.
OPERATOR ON N.O.I. LETTER:
LOMBARDO HOMES
2299 TECHNOLOGY DRIVE, SUITE 150
O'FALLON, MO 63368
PHONE: (636) 265-2710
CONTACT PERSON: JEFF BOLAND
S1 ZONING
CONSTRUCTION LIMITS
L1.0-L2.0 LANDSCAPE PLANS
APPROVAL PENDING:
NOT FOR CONSTRUCTION
ALL REVISED PER COMMENTS 10/08/14 KRG
ALL REVISED STORM PER COMMENTS 01/30/15 CCE
ALL REVISED PER COMMENTS 02/11/15 KRG