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Grandin Hall, Section 1
DEVELOPMENT REPORT
Submitted by:
Estridge Development Co. Inc.
1041 West Main Street
Carmel, IN 46032
(317) 582-2456
Prepared for:
CARMEL DOCS
Prepared by:
The Schneider Corporation
Historic Fort Harrison
8901 Otis Ave.
Indianapolis, IN 46216
(317) 826-7306
August 2005
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TABLE OF CONTENTS
Development Report
A. Aerial Photograph
B. Area Map
C. Site Map
D. Soils Map
E. Site Narrative
E. Water Service
F. Sanitary Sewer Service
G. Storm Drainage
H. Soils
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E. Site Narrative
Grandin Hall, Section 1 is the first of two sections of this proposed development in Clay Township
that will feature Estridge's new 800 home series. Extensive entryway landscaping and a central
gather space highlight the project. The site is located on the South side of 146th Street, West of
Hazel Dell Road. This section contains 32.882 acres of the 39 acre site. The property is zoned S-1
and the project will be developed using the Carmel Open Space Ordinance.
F. Water Service
Water for the project will be supplied by the City of Carmel. Water mains serving the project will be
extended from the existing 8" main in the street stub south of the site and the 12" water main on the
south side of 146th Street.
G. Sanitary Sewer Service
The sanitary sewer service will be provided by City of Carmel. The sewers in Grandin Hall will be
extended from the existing 8" sewer line in the street stub south of the project. All sewer mains
through the project will be 8" PVC pipe.
H. Storm Drainage
The storm water runoff will be collected in storm sewers and routed to a large lake at the southeast
comer of the site. Storm water will discharge from the new lake through an 18" off site storm sewer
and connect to an existing 36" storm sewer in the Ashton Subdivision. The existing 36" storm sewer
was constructed specifically to accept the runoff from this site and route it to the detention pond in
Ashton. The storm water eventually reaches the Freemont Randall regulated drain.
I. Soils
Soil types found on the site are primarily Brookston-Crosby soils with some areas of Miami soils
Miami soils are typically deep well-drained soils, while Brookston- Crosby soils are generally deep
and somewhat poorly drained.