Lebanon Mixed Use Site - LoopNet

Master Plan and Due Diligence Prepared By:

Contact:

Gerry [email protected]

937-297-9368

Lebanon Mixed Use Site

Lebanon Mixed-Use Site Master Plan

Master Plan Overview

This mixed-use master plan features community based retail and commercial uses fronting along

the State Route 42 Bypass with senior living and single family residential uses in the rear of the site.

The master plan is based on the following land use pods and roadway lengths:

Commercial / Retail Outlots: 14.55 acres

Commercial Anchor Site : 16.50 acres

Senior Living Site: 12.25 acres

Single Family Residential: 43.37 acres

Lineal Feet of Commercial Roadway 2,400 LF

Lineal Feet of Residential Roadway 7,718 LF

Land Use / Zoning

Below is a summary of the land use pods identified on the plan.

Commercial / Retail Anchor: The master plan features two layouts regarding the commercial an-

chor. One option shows a big box retail user and the second option features a “Power Center”

strip style center comprised of two separate buildings serving as the anchor. The big box retail user

is shown with a 226,636 square foot footprint. The Power Center site features 238,162 square feet of

building footprint.

Commercial / Retail Outlots: The master plan identifies outlots / small strip center sites fronting along

SR 42 and adjacent to the Wal Mart site to the north. The combined building square footage for

these outlots and smaller strip center sites is 175,750 square feet. The outlot s can be configured in a

number of different size combinations based on market conditions.

Retail / Commercial pod shown with a big-box retail anchor.


Land Use / Zoning

Senior Living Site: A senior living / assisted living pod is identified on the plan situated between the

retail anchor site and the single family residential pod. This use could serve as a nice transition be-

tween the commercial and single family land uses. The market is very active for newly developed

senior living facilities, so it would be reasonable to expand the amount of senior living acreage from

what is shown on this plan, if supported by market demand.

Single Family Residential: A single family residential pod is identified in the rear of the property. This

type of development also takes advantage of the steep topography at the eastern portion of the

site. This lower density residential land use will also serve as an effective buffer against the existing

low density single family neighborhood located along a portion of the southern border of this site.

Senior living pod serving as a transition from the commercial to single family residential land uses.

Single family residential pod utilizing a cluster zoning approach to maximize site characteristics.


Land Use Pods

Retail / Commercial

Senior Living

Single Family Residential


Adjacent Zoning Districts / Land Uses

SITE

GC General Commercial

RR Rural Residential

Agricultural

(Turtle Creek Township)

Low Density Single Family

(Turtle Creek Township)


Site Due Diligence Items

Existing Topography

The site topography is taken from GIS contour data which provides us an approximate idea of what

the landscape looks like on the site. There is a ridge running south to north where Mockingbird Lane

would meet Wal-mart Drive if connected. This ridge creates two natural drainage patterns on the

site, one draining towards US 42 and the other draining towards an existing creek at the eastern

edge of the site. These drainage patterns would be retained, but modified. The modifications would

be created while grading the site for lots and infrastructure. The future advancement of the plan into

full site grading design will better inform the designer & developer as to whether retaining walls would

be required for the development of this project.

Existing Utilities

Utility availability is critical to ensure the proposed site will have the adequate resources required for

development. With this proposed site being confidential at this time, we weren’t able to contact lo-

cal jurisdictions to gather information about existing public utilities. That said, we believe all major

public utilities will be available to the site given the close proximity of adjacent commercial develop-

ment. What we can’t confirm is the exact location or route necessary to bring those utilities to this

site.

Off-Site Infrastructure Improvements

The proposed master plan will create a need for off-site improvements to the public roadway system.

Typically, a traffic impact study will be performed during the site design to determine the exact level

of off-site improvements required. Without having performed a traffic study, we would presume

some improvements to US 42 will be necessary. This would likely include a right turn deceleration lane

into the site and also a right turn acceleration lane exiting onto US 42. The internal roadways will tie

into either Wal-mart Drive and Mockingbird Lane. The master plan’s internal road layout is intended

to prevent commercial traffic from accessing Mockingbird lane as an alternate route to US 42.

View of the single family pod taking advantage of the site’s steep topography .


Site Due Diligence Items

Stormwater

When looking at a proposed site for development, one of the most important factors to take into ac-

count is the storm water approach for the site. Based on the GIS contour data, the site is split into an

eastern and western portion. If you continued Mockingbird Lane across the site to meet Wal-mart

Drive, this would constitute the ridge (high point) of the proposed site. With that in mind, the western

portion (commercial) of the site would ultimately be collected by a storm network of structures and

pipes and released into a natural low point located in the south west corner of the site near US 42.

This pond could be utilized as a retention pond and create a water feature visible from US 42 as a

car approaches the site. This pond will need to outlet into a current drainage ditch utilized by US 42.

The eastern portion (residential) of the site would be collected in the same manner using structures

and pipes, but would utilize two interconnected ponds to collect the storm water runoff. The first

pond would be a detention pond intended to collect the senior living portion of the site. This pond

will ultimately outlet (interconnect) into the single family residential detention pond. The second

pond would be a detention pond that would collect all of the single family residential pod’s storm-

water runoff. The single family residential detention pond will outlet into the existing creek located on

the eastern side of the site.

Streams, Wetlands & Floodplain

Based on a desktop level review, the site does not appear to contain any wetlands. There is a po-

tential blue line stream in the eastern portion of the property. Based on the current FEMA Flood Insur-

ance Rate Map, a FEMA regulated floodplain does not exist on the site. (See Maps in Appendix)


GIS Topographic Map - Five Foot Contours Shown


Aerial Map

Site 111.68 acres


Master Plan

Option 1—Big Box Retail Anchor


Master Plan

Option 2—Power Center Anchor


Appendix

Wetlands Inventory Map

Soil Resource Report

Soil Map

FEMA Floodplain Map

City of Lebanon Zoning Map


Wetlands Inventory Map


Soil Resource Report


Soil Map


FEMA Floodplain Map

SITE


City of Lebanon Zoning Map

SITE

Documents

Lebanon Mixed Use Site - LoopNet