hcmp

January 16, 2012

Health CentralCampus Master Plan

Health Central Campus Master PlanJanuary 2012

Prepared For:West Orange HealtHcare Districtrichard Irwin, CEO

Prepared By:aecOM150 north Orange avenueOrlando, Florida 32801407.843.6552AECOM Project No: 10330263.01 / 60218925AECOM Contact: [email protected]

In Collaboration With:GaI ConsultantsTLC Engineering for architecturereal Estate research Consultants Inc.robins & Morton

© aECOM Technical Services 2012

This document has been prepared by aECOM on behalf of Health Central. reproduction or distribution of this document and its contents is prohibited without the approval of aECOM.

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Table of Contents

01 Background understanding 6

02 Organizational Concept 28

03 Frameworks + Capacities 34

04 Indicative Build-Out Examples 80

01 Background UnderstandingGeneral context on natural systems, land use entitlements, transportation conditions, and existing infrastructure and the effects these have on the development concept for the campus

Health Central Campus Master Plan

7

Introduction

We believe the Health Central campus can be a place where the community finds ways to stay healthy and receive care when they are birthing babies, sick or injured. The Health Central campus can be the place that provides a nurturing and inviting atmosphere as individuals and families address their personal needs; and where medical professionals find an inspiring environment that enables them to be successful. The intent of this master plan is to articulate the physical and functional needs of the hospital and campus and develop a well-organized, yet flexible plan that allows Health Central to meet current and future opportunities within an attractive and efficient healing environment. This effort has been undertaken in an inclusive manner within the internal staff planning team, and coordinated with appropriate levels of collaboration with outside agencies such as the City of Ocoee.

Use of This Document

The master plan recognizes that due to the fluidity of the health care business, change is a constant factor. Therefore, the intent of the plan is to establish a framework of development blocks, supporting infrastructure, and multi-modal transportation connections that can adapt to a wide range of future,

The plan on the following pages takes a “healthy and livable” approach to campus planning, urban design, transportation and public realm work. Properly executed, it can facilitate a successful, mixed-use community place that builds value over time, seeking to balance the role that medical institutions such as Health Central play in serving the needs of their communities. This balancing embraces the maximizing of social and economic exchange, of adding value and design quality to places at all scales, the development of more sustainable site and community land use patterns, and maximizing the general quality-of-life for all citizens.

but undetermined, uses in an efficient manner. Within this overall framework, specific building and business planning decisions can be informed by the needed infrastructure to develop a given block or set of blocks.

N.T.S.

Orlando, Florida www.aecom.com Health Central Campus Master PlanDRAWING NO.

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Campus Master PlanContents + Organization

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Campus and Building Business Planning Process

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Figure 1 Campus Master Plan - Overall Organization

Background Understanding8

Figure 2 1947 Aerial Photograph - Existing Campus Boundaries Highlighted

9Health Central Campus Master Plan


Figure 4 2002 Aerial Photograph - Existing Campus Boundaries HighlightedFigure 3 1995 Aerial Photograph - Existing Campus Boundaries Highlighted




11

Environmental Context

The Health Central campus is bounded by West Colonial Drive, also known as State road 50 (Sr-50) along its northern boundary, the access ramps to State road 408 limited access highway along its eastern boundary, Old Winter Garden road, also known as County road 526 along its southern boundary, and Blackwood avenue on its western boundary.

as shown in the historical photo series on the previous pages, the site has been built out since the early 1990s. Prior to its development as

a hospital, it was planted in citrus grove. Typical of many groves in this area, the underlying land is relatively well-drained high ground with limited environmental constraints to development.

The northeastern portion of the site along Sr-50 includes a jurisdictional wetland, part of a larger system running generally west to east, bisected by Sr-50. On site, the wetland is covered under previous permitting as a small portion of the current drainage discharges into the wetland.


Figure 6 Health Central Primary + Secondary Service Areas

Lake Apopka

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Seminole County

Orange County

Turnpike

TurnpikeI-4

SR-50SR-50 SR-408

SR-429


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13

Land Use

The Health Central Hospital property is located in the southeast corner of the City of Ocoee’s Community redevelopment agency (Cra) boundary. The purpose of the Cra is to provide a mechanism for planning and infrastructure funding to facilitate revitalization of property within it’s boundary. The Cra also contains three special districts called Target areas, which were subject to more detailed analysis and planning as part of the Cra Target area Special Development Plan, which was adopted on July 6, 2010.

at the time the Development Plan was being constructed and approved, the Health Central Hospital was a large portion of what would become Target area 3. Since that time, the Hospital has purchased and annexed several adjacent parcels, and now, all of Target area 3 is owned by the Hospital. Current, there are no Hospital properties outside Target area 3.

Guiding Principles for Target Area 3The portion of the Development Plan specific to Target area 3 was not as detailed or prescriptive as it was

for the other two Target areas, but several important guiding principles were established. These principles were intended to facilitate a unified development program and site plan for a flexible, urban, and pedestrian-friendly environment. The principles included:

/ Create a unified development program that contains a pool of entitlements.

/ Establish an internal block structure that creates flexible pods of developable land that can transition and intensify over time.

/ Blocks should be as regular as possible to accept the widest potential of future uses including: hospital expansions, medical office, clinical space, mixed-use, residential, parking lots/structures, and open space.

/ Create new road connections between Sr 50 and Old Winter Garden road.

/ Protect residents on Hempel avenue from cut-through traffic.

/ Preserve and enhance the visual impact of the iconic architecture of the hospital.

/ utilize buildings and open

spaces to effectively address key frontages, edges, and adjacencies.

/ The density/intensity achievable on the site is predicated on the use of parking structures and master stormwater systems.

Prohibited Uses and Development ConditionsThe Development Plan provided a list of prohibited uses supplementary to prohibited uses from individual zoning districts found in the Target area including:

/ adult Entertainment Establishments/adult Bookstores and Video Stores

/ Pawn Shops / Check Cashing Establishments / new/used Vehicle Sales / new/used Boat Sales / new/used Equipment Sales / Gas Stations / Outdoor Garden Center unless

enclosed / Outdoor Lumber Sales unless

enclosed / Mobile Homes / automotive Body repairs / Miniature Golf Course or Driving

range / Motor Vehicles Wholesale

/ recreational Vehicle Park / Storage Warehouse / Industrial/Warehouse uses / automotive Wrecking/Salvage

Parks / Car Washes / Suburban-type stand alone

buildings with drive-through facilities

The Plan did not contained specific development conditions for Target area 3.

Overlay Adopting OrdinanceThe Target area Special Development Plan was adopted by the City of Ocoee on July 6, 2010 in Ordinance 2010-009. according to Section D.2. land use and zoning entitlements within each Target area are not tied to a specific parcel, but may, with the agreement of the owners, be mixed horizonally and vertically among the different parcels within each Target area. Because Health Central is the sole owner of the parcels within Target area 3, the land uses ans zoning entitlements may be spread and mixed anywhere within its boundary.


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Ramps to SR 408

Old Winter Garden Road / SR 439


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Future Land Use

Key

Conservation / Floodplain

High Density Residential

Medium Density Residential

Professional Offices and Services

Public Facilities / Institutional

Health Central Campus Boundary

N

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600 ftFigure 7 Campus Future Land Use Designations


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Future Land UseThe maximum development capacity of the Health Central property is governed by the City’s Comprehensive Plan, which sets maximum standards for development within Future Land use categories. These entitlement standards are measured in residential dwelling units per acre and in non-residential floor area ratio (Far). The City’s adopted Future Land use Map designates where Future Land uses are arranged throughout the City including the area inside Target area 3. Figure 7 illustrates the Future Land uses found in Target area 3.

The table to the right summarizes the maximum development potential found in Target area 3 allowed under the current adopted Comprehensive Plan. Target area 3 has a maximum development potential of:

/ 369 dwelling units / 2,766,496 sq ft of professional

office space.

These totals include several portions of land that are currently in rights-of-way, but are in the process of abandonment by the City. Once abandoned, the land

will be under the control of Health Central and will carry a development potential.

note that the Health Central Hospital itself sits within a Public Facilities/Institutional Future Land use designation. This designation does not have specific development standards in the Comprehensive Plan. Entitlements for this property are determined through the City’s approval process and the underlying zoning designation; therefore, the development potential

reported for Target area 3 does not include any current or future development on that property.

also note that the Future Land use Element of the Comprehensive Plan indicates that assisted living facilities and high density residential may be permitted within the Professional Offices and Services designation at the discretion of the City, though no standards are provided for determining their potential capacities.

FLU Name Acres

Max Density/ Intensity

Max DevelopmentPotential

Previously in City

HDR HighDensityResidential 13.48 16du/acre 216 units

PS ProfessionalOfficesandServices 19.91 3.0FAR 2,601,839 sqft

INST PublicFacilities/Institutional 33.04 N/A (Tobedetermined)

Recent Annexations

CONS Conservation 2.80 N/A N/A

MDR MediumDensityResidential 15.78 8du/acre 126 units

PS ProfessionalOfficesandServices 0.88 3.0FAR 114,998 sqft

ROW to be Abandoned

MDR MediumDensityResidential 3.33 8du/acre 27 units

PS ProfessionalOfficesandServices 0.38 3.0FAR 49,658 sqft

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Future Land Use

Key

Conservation / Floodplain

High Density Residential

Medium Density Residential

Professional Offices and Services

Public Facilities / Institutional


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Zoning

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Zoning Name AcresPreviously in City

C-2 CommunityCommercial 32.94

P-S ProfessionalOfficesandServices

20.18

R-3 Multi-FamilyResidential

13.48

Recent Annexations

C-1 NeighborhoodShopping 0.65


16.85

ROW to be Abandoned


3.72

ZoningWhile the Future Land use establishes a maximum development potential for the site, it is the Zoning that establishes its specific entitlements through standards for development. Characteristics that are regulated include on-site uses, minimum lot size, building setbacks, building height, impervious surface, open space, and signage. These development standards limit how much development can “fit” on a given site. The table to the right summarizes the zoning classifications found in Target area 3 and Figure 8 illustrates their locations. Table 3 of the appendix (under separate cover) lists some of the most important of the development standards that affect the entitlements of property within Target area 3.

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Building heights on the campus are guided by the development standards found in the applicable zoning category on campus. Generally, this limits heights to 45-feet or less. However, two other factors complicate the picture. First, when Health Central was annexed into the City of Ocoee, the City stipulated that “governmental buildings and tax-supported facilities may erect structures and appurtences up to 200 feet above existing natural grade in any Commercial or Industrial district” pursuant to other yard and setback provisions.

additionally, under the State road 50 Overlay Standards of the City, Health Central may request additional height (above its base zoning limits) from the City Manager.


700spaces

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Health Central Property Boundary

Primary Vehicular Ingress / Egress

Vehicular Drop-off / Entry Route

Parking Access

Primary Pedestrian Route

Surface Parking Area

Flood Zone ‘A’

Wet Retention Basin

Dry Retention Basin

Outpatient Entry

Inpatient Entry / Discharge

Public Emergency Entry

Ambulance Emergency Entry

Existing Traffic Distribution

Existing AM Intersection Level of Service

Existing PM Intersection Level of Service

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Figure 9 Existing Campus Conditions


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Existing Access and Circulation

The existing campus is bound by West Colonial Drive, also known as State road 50 (Sr-50) along its northern boundary, the access ramps to State road 408 limited access highway along its eastern boundary, Old Winter Garden road, also known as County road 526 along its southern boundary, and Blackwood avenue on its western boundary. The site currently contains Health Central which consists of the Health Central Hospital, atrium Pharmacy, Medical Office Building, and associated surface parking lots.

There are currently five vehicular access points to Health Central from one of the three major perimeter roads (Sr-50, Blackwood avenue, and Old Winter Garden road). The main access points are from Sr-50 and Blackwood avenue with the secondary access points along Old Winter Garden road.

Sr-50 is currently a four lane, urban, undivided roadway with periodic dedicated left and right turn lanes. The Sr-50 access point consists of a divided four lane, asphalt, urban section roadway which ties into Health Central’s internal roadway system. This unnamed roadway is located in the northeast quadrant of the site. This access point does not contain a traffic signal, but does include dedicated left and right turn lanes from Sr-50. This access point also includes unmarked left and right exit lanes onto Sr-50.

Blackwood avenue is currently a four lane, urban, divided roadway with periodic dedicated left and right turn lanes. The Blackwood avenue access point consists of a divided four lane, asphalt driveway which ties into Health Central’s internal roadway system. This

Land UseITE

Code Intensity

Daily Trip

Ends

PM Peak-Hour Trip Ends AM Peak-Hour Trip Ends

Total

In Out

Total

In Out

% Trips % Trips % Trips % Trips

Hospital 610 179 Beds 2,114 234 36% 84 64% 150 204 71% 145 29% 59

MedicalOffice 720 98 KSF 3,792 339 27% 92 73% 248 225 79% 178 21% 47

Total 5,906 574 176 398 429 323 107

driveway is located directly west of the existing Health Central Hospital. This access point does not contain a traffic signal, but does include a dedicated left turn lane for south bound traffic on Blackwood avenue. This access point also includes marked left and right exit lanes onto Blackwood avenue.

Old Winter Garden road is a four lane, urban, divided roadway with periodic dedicated left turn lanes. Old Winter Garden road contains the three secondary vehicular access points. These access points include Hempel avenue, Division avenue, and an unnamed driveway, from east to west.

The Hempel avenue access point and roadway were recently constructed and consist of a two lane, asphalt, rural section roadway which connects to the

700spaces

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Primary Vehicular Ingress / Egress

Vehicular Drop-off / Entry Route

Parking Access

Primary Pedestrian Route

Surface Parking Area

Flood Zone ‘A’

Wet Retention Basin

Dry Retention Basin

Outpatient Entry

Inpatient Entry / Discharge

Public Emergency Entry

Ambulance Emergency Entry

Existing Traffic Distribution

Existing AM Intersection Level of Service

Existing PM Intersection Level of Service

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Figure 10 Programmed SR 50 Construction Projects

Under construction construction Funded 2014/2015 construction Funded 2012/2013

construction Funded 2011/2012

candidate Multi-Modal transportation District Boundary


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recently constructed Heath Central Way. The access point is located at the southeast corner of the site. This access point is located at a completely signalized intersection and includes dedicated left turn lanes to access and exit the site onto Old Winter Garden road.

The Division avenue access point and roadway consist of a two lane, asphalt, urban section roadway. The access point is located to the southeast of the existing Health Central Hospital. This access point does not contain a traffic signal, but does include a dedicated left turn lane for east bound traffic on Old Winter Garden road. This access point also includes marked left and right exit lanes onto Old Winter Garden road.

The Citrus Medical Court access point consists of a two lane, asphalt, urban section driveway which ties into Health Central’s internal roadway system. This access point is located directly south of the existing hospital. This access point does not allow access to or entry from east bound Old Winter Garden road due to the existing roadway median.

The internal roadway system for Health Central includes a perimeter loop road which can be used to access all of the surface parking lots, all of the access points, and the hospital. Internal traffic is controlled with standard stop signs and standard pavement markings. There are various existing public right of ways located in the southeast quadrant of the site. These include unpaved roadways rowe avenue, arlington avenue, Park Lane, Ohio avenue, Jane Street, and Grove Street. Currently these right-of-Ways are undergoing the vacating process through the City of Ocoee.

roadway and intersection analyses were conducted for surrounding roadways and the following intersections:

/ Sr 50 at Blackwood avenue / Sr 50 at Health Central main

access / Sr 50 at Clarke road / Blackwood avenue at Health

Central west access / Old Winter Garden road at

Blackwood avenue / Old Winter Garden road at Citrus

Medical Court

/ Old Winter Garden road at Division avenue

/ Old Winter Garden road at Hemple avenue

Intersections were evaluated based on the 2000 Highway Capacity Manual operational analysis methods for the morning and afternoon peak-hour conditions. The Highway Capacity Software 2000, version HCS+ 5.21 was used for all intersection analyses. Intersection turning movements were based on traffic counts collected by the transportation consultant; copies of the data collected are included in the appendix. Existing intersection level of service is depicted on Figure 9 and summarized in the appendix. Turning movement volumes are also presented on in the appendix.

The results of this analysis show that all roadway segments within the study area operate at an acceptable level of service.

all eight intersections within the study area were determined to operate at an overall acceptable level of service for existing conditions. Specific lane

groups for some intersections were operating below the adopted level of service (LOS D) and include the following:

/ Sr 50 at Blackwood avenue, which has an adverse nBr movement on the northbound leg of Blackwood ave that operates at a LOS E during the PM peak-hour

/ Sr 50 at Health Central, which has an adverse nBL movement on the northbound leg of the Health Central main entrance that operates at a LOS E during the PM peak-hour

/ Sr 50 at Clarke road, which has an adverse nBL movement on the northbound leg of Clarke road that operates at a LOS E during the PM peak-hour

Existing Pedestrian AccessPedestrian access is currently provided to the site via a public sidewalk which runs along the north, south, and west sides of the site. Curb ramps and cross-walk striping exist at all applicable access points.


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Watermain

Gravity Sewer

Sanitary Force Main

Lift Station

Bright House

Lake Apopka Gas

Progress Energy

MCI/AT&T

Utility Easement

Existing UtilityLocations

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Figure 11 Existing Site Utilities


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Existing Site Infrastructure

Existing Sanitary SystemExisting sanitary gravity sewer exists only to support the existing hospital and medical office building located nearby on Division avenue. The previously developed land parcels east of Division avenue where all of residential use employing on-site septic systems, and no existing public sewers exist.

The sewer systems conveys to a lift station located across the road just east of the hospital’s central energy plant (CEP). This station pumps discharge through a 6-inch diameter force main which connects into the City’s pressure trunkline conveying to City of Ocoee wastewater treatment plan.

Ocoee replaced the of original 12-inch diameter pressure trunkline along Sr-50 with a new alignment northbound on Blackwood avenue and replaced the segment along Sr-50 with a 6-inch line. These City improvements increased the frictional losses of the lift station system and subsequently the pump power is working already at capacity.

Existing Fire and Domestic Watera 12-inch PVC water main currently bisects the hospital site from Sr-50 to Old Winter Garden road. This existing water main connects to the 12-inch City of Ocoee water main located on the north side of Sr-50 to the west of the Sr-50 access point. This water main currently runs beneath the East Pond alongside the existing sanitary force main. The water main proceeds south to the Old Winter Garden road right of way line at Matador Drive. The water main then continues west and connects to the 12-inch water main at the north west corner of the Blackwood avenue intersection.

an 8-inch PVC water main loop exists around the existing hospital. This water main loop is fed by the 12-inch PVC water main referenced above with its connection point in the vicinity of the existing sanitary sewer lift station. There does not appear to be a second connection point for this loop. approximately five fire hydrants are currently served by this loop around the hospital. The existing hospital is supplied by the central energy plant which is located on the north end

of the hospital. The central plant is fed from both the 8-inch water main loop and the 12-inch public main for domestic and fire protection services.

an 8-inch PVC water main spur currently connects a small segment of Division avenue just north of Health Central Way to the 12-inch main. This line supplies fire and domestic water services to the medical office building.all other water services along the vacated local roads are small diameter water lines which have been vacated and abandoned with the roadway segments.

a utility easement of 15-feet average width follows the water main alignment. However, the as-built conditions do indicate that water main was not contained within the recorded easement.

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Watermain

Gravity Sewer

Sanitary Force Main

Lift Station

Bright House

Lake Apopka Gas

Progress Energy

MCI/AT&T

Utility Easement

Existing UtilityLocations

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Progress Energy - Electrical PowerThere are several locations on site which contain electrical service or distribution lines which are owned by Progress Energy.

The primary electrical service for the existing hospital is via a single phase primary power line which bisects the site from Sr-50 to Old Winter Garden road. The primary power line is contained in a Progress Energy distribution easement (refer to Or BK 07162, PG 3746). This primary power line runs south from Sr-50 at the Sr-50 access point and follows the existing roadway until it ties into the utility easement which contains the 12-inch water main. The primary power line then runs south and connects to the system on Old Winter Garden road at Matador Drive. The pad mounted transformer for the hospital

is located at the north east corner of the hospital near the central energy plant. Switchgear for the primary power is located at the end of the Sr-50 access point roadway, The existing medical office building is serviced via secondary service lines which are buried along Division avenue from Old Winter Garden road. The pad mounted transformer is located on the east side of the medical office building.

The undeveloped portion of the site contains some overhead electric lines which do not currently serve any development. This area contains both primary and secondary power lines mounted on wood poles. as part of the road vacations the power poles and wiring is being removed by the utility company.

AT&T - Communications, TelephoneaT&T is the telecommunications provider for the site. The existing hospital is serviced by aT&T via one copper and two fiber optic cables which enter the site from Sr-50 and are contained within privately owned conduit as well as one buried copper cable and one aerial fiber cable which enter the site from Old Winter Garden road. The medical office building is served by aT&T via one fiber cable and one buried copper cable which enter the site from Old Winter Garden road at Division avenue. aT&T has copper and fiber optic conduits which terminate in an electronic switchgear cabinet and a copper cross connection box on arlington avenue. This cabinet is to remain and an easement will be provided. Pending future development the switchgear may be relocated at that future date.

Bright House Networks - Communications, CATVBright House is a service provider for cable television, and internet to the site. The existing hospital and medical office building are served via an underground conduit which bisects the southern half of the site. The underground conduit connects to the main system on the south side of Old Winter Garden road at Matador Drive. Bright House has some overhead lines within the undeveloped area and they are currently being removed by the utility company.


25

Comcast Cable - Communications, CATVComcast does not currently have any service connection on site, however they do have a broadband plant available for potential service to the Health Central Hospital Campus. Comcast are an alternative supplier which should be considered at the time future development of the campus.

Level 3 Networks - Communications Level 3 does not have any utilities on site, however they do have a fiber optic cable route along the north side of Sr-50. This fiber optic cable route is referred to as the Clermont Junction to Orlando, Orlando Spur Fiber Optic Cable route.

Verizon Business / MCI - Communications, TelephoneVerizon Business – MCI does not have any utilities on site, however they do have an underground fiber optic line which is located along the south side of Sr-50. Verizon Business – MCI has requested that the utilities be located prior to construction and that the contractor maintain a minimum of twenty-four inches of vertical clearance and sixty inches horizontal clearance from their facilities.

Lake Apopka Natural Gas - Natural GasLake apopka natural Gas is the natural gas provider for the existing hospital. The hospital is served via a 4-inch PVC service lateral which runs from Old Winter Garden road at Matador Drive to the central energy plant. This service lateral is located within the utility easement which contains various other utilities to include the 12-inch water main. any existing gas lines within the undeveloped portion of the site have been abandoned or can be disconnected by Lake apopka natural Gas at any time.


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WestPond

EastPond

Pond1

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WEST BASIN

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EAST BASIN BASIN

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Drainage Basin Boundary

Stormwater Gravity Main

Stormwater Force Main

Stormwater Lift Station

Existing StormwaterFacilities

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Figure 12 Existing Site Drainage Basins


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Site Drainage

Existing Stormwater Treatment PondsThe general direction of the surface drainage for the site is from the southwest corner towards the north, north-east area of the site where approximately 2-3/4 acres of wetlands exist. The existing site is currently subdivided into seven identified drainage basins (East Basin, West Basin, Basin 1, Basin 2, and Basin 3), one undeveloped drainage basin, and contains five retention ponds (East Pond, West Pond, Pond 1, Pond 2, and Pond 3). The identified drainage basins drain into the corresponding retention ponds. refer to Exhibit C-02 for additional information.

West Pond was designed to discharge to the East Pond according to City records. East Pond was designed to discharge to the drainage swale located on the south side of Sr-50. Pond 1 has a direct discharge to the wetlands. Pond 2 and Pond 3 both discharge into the undeveloped area on the east side of the site.

Existing Storm SewersThe existing site contains several networks of storm sewer pipes and drainage inlets which collect and convey the stormwater runoff from each basin to the corresponding retention pond. The majority of the site is developed with urban roadway sections containing FDOT Type 6 inlets. The storm sewer pipes are typically reinforced concrete pipe (rCP) and range in diameter sizes from 15 inches to 30 inches. a storm sewer lift station is located near the hospital loading dock area and conveys stormwater to West Pond via a 12 inch PVC force main.

Existing PermitsThe site currently has multiple St. John’s river Water Management District (SJrWMD) Environmental resource Permits (ErP) that regulate the existing developed areas.

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Drainage Basin Boundary

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02 Organizational ConceptThe “big idea” at the center of the framework plans that defines the physical order supporting the important clinical, social, economic, and functional relationships of the campus


29

Intent

Several key ideas are at the core of the master plan’s future development structure. These thoughts are the drivers of value creation for the campus.

Drivers of the Campus Plan

Land Use / reserve and promote clear paths

for Health Central Hospital / Provide alternative sites for

identified program elements and other uses

/ Develop general use ‘zones’ – Hospital, Health Village, Outparcels, Future

/ Provide flexible modular units of land that allow for change over time

Access and Circulation / Develop a clear circulation both

internal and external / Work toward a structure that allows

separate entries for different uses / Organize parking to serve new

development / Create a “park-once” environment

on campus / Work with City and Cra to provide

community framework streets where needed

Utility Infrastructure / Preserve existing utility and

roadway infrastructure where possible

/ Closely match utility investments to program improvements

/ Identify a location and service area for CEP expansion

Stormwater and Environmental Infrastructure / Create structure that allows

continued common approach to stormwater (not parcel by parcel)

/ Build off of existing western facilities before developing new facilities to east

/ Link stormwater facilities with an environmental open space amenity system

Campus and Community Placemaking / Preserve key views to and from the

hospital / Locate community uses to create a

wellness interface / Link supporting campus services –

lunch, drugstore, etc / Create a clear orientation on the

campus via views, green space, and circulation / parking.

/ Enhance livability with walkability, tree canopy/green space, shade and rain protection

Economic Development / Provide key frontage sites / Provide a variety of sites / Identify partnership opportunities

for the City of Ocoee and the Cra / use land efficiently to bank for

future and minimize supporting infrastructure costs

Frameworks + Capacities30

Integrated (Hospital Core) Connected (Medical Village) Proximate (Support)

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Figure 14 Existing Campus FunctionalOrganization

Figure 16 Conceptual Connected (Health Village) Functional Organization Figure 17 Conceptual Proximate (Support) Functional Organization

Figure 15 Conceptual Integrated (Hospital Core) Functional Organization

Blackwood Avenue

Projected Hospital Growth Paths

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Figure 13 Exploded Hospital Functional Diagram


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Figure 18 Conceptual Overall Campus Functional Organization

Functional Organization on Campus

Future development on the campus will include three categories of uses. Each of these types of uses can be organized with other similar and complimentary uses to create place on the campus.

The first set of uses draw their value from being integrated with the core hospital functions. These may include bed towers, intensive medical uses such as a post-acute facility, and certain medical office buildings.

a second set of uses is better served by being proximate to the hospital rather than integrated with it. The master plan envisions these wide-ranging uses to be integrated into a walkable “health village” with easy access both to external uses and the hospital itself.

Finally, certain uses are of a support variety, including many kinds of retail offerings and residential uses. These should be located with primary influence toward external access.

Organizational Concept32


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Land Planning Concept

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Visual Corridors

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Health Village

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Potential Central Parking Locations

Street Network

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Figure 19 Conceptual Land Planning Diagram


33

The Land Plan

The proposed land planning organization for the campus builds from the hospital core, with allowance for both north and south expansion of high-acuity facilities. a “health village” is organized around a core green space connecting the village uses back to the core hospital. Corners along the external roadway access points are reserved for uses oriented toward hybrid outside traffic such as pharmacies, restaurants, or medical-related retail outlets. Parking, most likely in structure(s) is located central to the health village and the hospital core, providing coverage of a substantial portion of the site within a short walk. a fine-grained network of slow-speed, pedestrian-oriented streets connects the uses, linking it to the larger City of Ocoee and Cra context.Integrated (Hospital Core) Connected (Medical Village) Proximate (Support)

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Figure 20 Projected Hospital Growth Paths

03 Frameworks + CapacitiesThe physical elements that support growth of the campus - these are the pieces of the plan that keep the campus organized and flexible to accommodate a wide range of uses, including ones not yet anticipated by this plan


35

Introduction

Due to the fluidity of the health care business, change is a constant factor. This master plan focuses on the set of steps that will take place over the very long-term life of the campus that will take shape here. It anticipates that the form of the campus will evolve over time, and that buildings will change shape and function and eventually may be rebuilt entirely.

This section of the master plan sets out the standards for the elements of the campus that need to be the most fixed-in-place in order to allow appropriate flexibility for the more dynamic elements. It establishes a framework of development blocks, supporting infrastructure, and multi-modal transportation connections that can adapt to a wide range of future, but undetermined, uses in an efficient manner. In this way, the campus formed by the future users can remain resilient and vibrant for generations to come.

This section contains plans for several key elements:

/ Block Framework - guides the breakdown of the campus and provides an orderly base for a variety of types and sizes of buildings

/ Street Framework - sets the vision for the campus’ transportation system as one of inter-connected streets forming small blocks

/ Public realm Framework - describes concepts to position the public realm as a connected, functional, and verdant link between each block and between the variety of uses on-site

/ Infrastructure Frameworks - describes the civil infrastructure to enable and support development of each block in an orderly and efficient fashion

Block Development ScenariosThe concluding pages of this section contain a spread for each block on the campus. Each spread indicates the key elements for the block, an illustrative buildout scenario, and a table of the required supporting infrastructure elements and their associated costs. The table also indicates where infrastructure costs are potentially shared with other blocks. This information, together with the cost table and civil narrative tables in the appendix, is intended to allow for proportionate share calculations for each block to assign costs among various users.


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Development BlocksDescription Land Area Acreage

Block A 173,983 SF 3.99 ac.Block B 32,133 SF 0.74 ac.Block C 143,895 SF 3.30 ac.Block D 136,113 SF 3.12 ac.Block E 464,456 SF 10.66 ac.Block F 192,659 SF 4.42 ac.Block G 243,490 SF 5.59 ac.Block H 76,545 SF 1.76 ac.Block I 147,089 SF 3.38 ac.Block J 575,756 SF 13.22 ac.

Subtotal 2,418,986 SF 55.52 ac.

Open SpaceDescription Land Area Acreage

OS-A 16,779 SF 0.39 ac.OS-B 27,024 SF 0.62 ac.OS-C 59,924 SF 1.38 ac.OS-D 480,693 SF 11.04 ac.OS-E 186,692 SF 4.29 ac.OS-F 232,867 SF 5.35 ac.

Subtotal 1,003,979 SF 23.07 ac.

Street Rights-of-Way

Subtotal 598,339 SF 13.74 ac.

Total Property 3,940,808 SF 90.5 ac.

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Figure 21 Proposed Block Plan


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Key

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Stormwater Treatment (may be wet or dry)

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Development BlocksDescription Land Area Acreage

Block A 173,983 SF 3.99 ac.Block B 32,133 SF 0.74 ac.Block C 143,895 SF 3.30 ac.Block D 136,113 SF 3.12 ac.Block E 464,456 SF 10.66 ac.Block F 192,659 SF 4.42 ac.Block G 243,490 SF 5.59 ac.Block H 76,545 SF 1.76 ac.Block I 147,089 SF 3.38 ac.Block J 575,756 SF 13.22 ac.

Subtotal 2,418,986 SF 55.52 ac.

Open SpaceDescription Land Area Acreage

OS-A 16,779 SF 0.39 ac.OS-B 27,024 SF 0.62 ac.OS-C 59,924 SF 1.38 ac.OS-D 480,693 SF 11.04 ac.OS-E 186,692 SF 4.29 ac.OS-F 232,867 SF 5.35 ac.

Subtotal 1,003,979 SF 23.07 ac.

Street Rights-of-Way

Subtotal 598,339 SF 13.74 ac.

Total Property 3,940,808 SF 90.5 ac.

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Block Framework

OrganizationThe campus master plan is organized into a series of regular shaped and appropriately-sized blocks, each bounded on all sides by streets providing access to the uses internal to the blocks. This breakdown of the site provides an orderly base for a variety of types and sizes of buildings to be determined at some variety of future dates.

The blocks are shown on the facing page, and are fixed based on street geometry and existing infrastructure concerns.

Earthwork and GradingThe site grading should be able to approach a balanced cut to fill earthwork for the first phase of development and a relative minor increase in fill for the second phase of development. The excavation of retention “South Pond” will provide the fill necessary for reshaping the West and East Ponds plus partial fill for retention Pond-2 and Pond-3. The roadside area west side of ST-E just south of Parcel D will require a retention wall to address grade difference to the existing wetland area. Other earthwork areas will be the filling of existing pond areas such as: East Pond for development of Parcel a, Pond 3 for Parcel 3 and Pond 2 for Parcel F.

a proposed finished floor elevation for future buildings is being presented in the master plan for purposes of evaluating associated earthwork. The actual finished floor shall be set to meet aDa compliant accessible pathways and to promote positive surface drainage away from the buildings.


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Street Framework

The master plan’s vision for the campus’ transportation system is one of inter-connected streets forming small blocks. The resulting network manages all traffic in a superior manner by dispersing traffic and shortening travel distances. This means that more travel can be accomplished using these different modes, in descending priority from least energy-intensive to most energy-intensive:

/ non-motorized means (walking and cycling);

/ Lightweight motorized means (scooter);

/ Transit; / Carpooling; and / Single-occupant vehicles.

Walking is the fundamental mode of transportation. This principle leads naturally to the most efficient multi-modal system, and it requires an integrated approach to both land use and transportation planning. This approach lies at the heart of

the campus transportation plan. To promote pedestrian trips, streets must be:

/ Designed foremost for pedestrian comfort, with shade, sidewalks, crosswalks, interesting things to see, connected destinations, and protection from automobiles;

/ Inter-connected, offering meaningful and useful destinations and direct route options among all locations; and

/ Designed to keep automobile traffic slow and drivers alert to their surroundings.

Streets are also multi-faceted civic space shared among many different types of users, and serving many different functions. as such, streets must accommodate:

/ Pedestrians (including children, the elderly, and the disabled or infirm);

/ Bicycles; / Emergency vehicles; / Transit; / automobiles; and / Service trucks (delivery, garbage

pickup, moving vans, etc.)

The master plan streetscape guidelines address all the physical elements that surround the street that should be designed considering their influence on pedestrian and driver behavior:Pavement and curbs, parked cars, street trees and other landscaping, sidewalks and crosswalks, signage, benches, streetlights, fences, railings, outdoor dining areas, building frontages, and facades

The master plan uses street segment labels ST-a, B, etc. to identify street and associated infrastructure improvements. These planned streets are also associated with existing road names, such as:

/ ST-a, ST-B, ST-F and ST-H = Health Central Way

/ ST-D = Division avenue / ST-E = Hempel avenue

These existing road names may eventually may be used in the final development to bring continuity to the City street grid.


traVeleD WaY

Target Speed (mph) The desired motor vehicle operating speed, design speed, and posted speed of the facility

Movement The characteristic of motor vehicle traffic flow (see definitions this page)

tHrOUgH lanes anD tUrn lanes

Through Lanes (each direction) The number of through lanes to be provided in each direction

Left Turn Lanes The lanes that may be provided on each approach at intersections where turn lanes are required

Through Lane(s) Width (ft) The width of each travel lane measured to the face of curb (or edge of pavement if no curb)

Outside Curb Type The type of edge treatment to be provided at the outside edge of pavement (see definitions this page)

Median Curb Type The type of edge treatment at the inside edge of pavement on a median facility (see definitions this page)

BiKe lanes

Bike Facility The provision of facilities for bicycle use (see definitions this page)

Bike Lane Width (ft) The width of bike lane measured to the face of curb (or edge of pavement if no curb)

On-street ParKing

Parallel Parking Lane Width (ft) The width of parking lane, if provided, measured to the face of curb (or edge of pavement if no curb)

MeDian

Median Width (ft) The width of median, measured from back of curb, that may be provided between directions of traffic (if specified)

streetsiDe ZOnes Similar each side of street unless noted otherwise

Minimum Total Streetside Zones Width (ft) Minimum width of total Streetside zones provided in thoroughfare

cUrBsiDe ZOne

Curbside Zone Width (ft) The width of zone providing interface between traveled way and furniture/landscape zone

FUrnitUre/lanDscaPe ZOne

Furniture/Landscape Zone Type The character of the planting area that must be provided within this zone (see definitions this page)

Furniture/Landscape Zone Width (ft) The width of the area for planting and street furniture that must be provided within the Streetside

Tree Massing Category The planting arrangement and distribution for street trees (see definitions this page)

WalKing ZOne

Walking Zone Width(ft) The width of continuous clear pedestrian walkway that must be provided within the Streetside

FrOntage ZOne

Frontage Zone (ft) The width of the area for outdoor display and/or dining that must be provided within the Streetside

rigHt OF WaY

right of Way Width (ft) The width of right-of-way based on the minimum amount of space needed to accommodate the required elements

The construction of the roadway segments will facilitate the overall installation of the infrastructure with the least potential for subsequent utility relocations. These proposed roadway segments will essentially become urban city streets which will also serve as utility and access easements to favor each utility provider for the proposed utility improvements.

Roadway ConstructionTwo types of roadway structure are anticipated. Type-1 will be asphalt pavement and Type-2 will be vehicular paver pavement. Most roadway segments will be Type-1 with potential accents areas with Type-2 where pedestrian traffic is highest.

Type-1 pavement is composed of 1-1/2 asphaltic concrete over FDOT Base Group 6 (Limerock) over stabilized subgrade.

Type-2 pavement is composed of 80-mm (3-1/8”) vehicular brick over 1-1/4” sand/ cement layer, over FDOT Base Group 6 using Graded aggregate base (crush concrete) or Soil Cement over stabilized subgrade.


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Orlando, Floridawww.aecom.com Sand Lake Road Station Area PlanDRAWING NO.

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Illustrative Thoroughfare Elements

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StreetscapesThe streetscape guidelines on the following pages are based on standards and nomenclature of the Institute of Transportation Engineers’ Context Sensitive Solutions in Designing Major urban Thoroughfares for Walkable Communities. This practice divides roadways into two major categories - the Traveled Way and the Streetside. The Traveled Way includes through lanes, turn lanes, medians, on-street parking, and bike lanes. The Streetside includes all areas between the back of the curb and the edge of the right-of-way, and is divided into four categories - the curbside zone, the furniture/landscape zone, the walking zone, and the frontage zone. The conceptual location of these zones on a hypothetical campus street is shown at right.

Note: This table on the facing page describes the typical elements within streets on the Health Central campus. The cross-sectional images on the following pages indicate which elements are found on each street. Information on widths and sizing of each particular street can be found in the master AutoCAD drawing file. Figure 22 Illustrative Organization of Streetscape Elements


Entries (Street A)

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Secondary Pedestrian Street (Streets D+E south of Street H)

Secondary Pedestrian Street (Street C)

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Secondary Pedestrian Street (Streets D+E south of Street H)

Secondary Pedestrian Street (Street C)

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Public Realm Framework Plan

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Figure 23 Proposed Public Realm Plan


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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X

Public Realm Framework

The public realm encompasses all of the space between buildings and includes streets, sidewalks, parks, and plazas. The diagram on the facing page is an indicative view of the public realm as a connected, functional, and verdant link between each block and between the variety of uses on-site.

Key public realm concepts include: / a series of linear plazas (OS-a and

OS-B) to link the health village and the central parking likely to be located in blocks K and L to the hospital core

/ a park OS-C in the median of ST-I, with a waterway which is envisioned to meander through naturalized landscape to provide stormwater treatment and conveyance from west to east

/ a stormwater treatment meadow (OS-D) planted with a variety of native grasses and sculpted to a rolling topography to give visual interest to an otherwise large expanse of dry retention area

/ The reservation of a 50’ envelope along Sr-50 and Old Winter Garden road for future fixed-guideway transit service (potentially under study by FDOT in 2012), with potential stations located north and south of the hospital core

/ Maintenance of key visual “windows” from the northwest and southwest intersections to the hospital through a combination of stormwater retention and landscaping, including an augmented crape myrtle “grove” at

the corner of Blackwood and Old Winter Garden road

/ urban streetscape of sidewalks and planters/tree grates on all new streets and sidewalk upgrades on existing drives to improve walkability of the campus

/ a multi-use (pedestrian and bicycle) path along ST-E from Old Winter Garden road to Sr-50 to link with potential trail along south side of Sr-50 likely to be proposed as part of Sr-50 rebuild


N

0 150 3001:3600 @ 11x17

600 ft


DATE OF ISSUE

REVISION

Key

Basin Boundary

Storm Sewer

Pond Area

Lot Line

Conceptual Drainage Map

SK 018

2012-01-16 0

Figure 24 Proposed Site Drainage Plan


49

N

0 150 3001:3600 @ 11x17

600 ft


DATE OF ISSUE

REVISION

Key

Basin Boundary

Storm Sewer

Pond Area

Lot Line

Conceptual Drainage Map

SK 018

2012-01-16 0

Site Drainage

Stormwater Treatment PondsThe general direction of the surface drainage for the site is from the southwest corner towards the north, north-east area of the site where an area of about 2.75 acres of wetlands exist. Its anticipated that ten acres would be needed for storm water ponds and associated embankments and wetlands which yields 87.8 acres of the 95.8 acres site available for development.

The existing site is currently subdivided into seven drainage basins and five retention ponds. Modifications to these basins are proposed to reduce them to only four basins, as follows: The existing West basin will slightly increase and the West Pond modified. The East basin will be modified to accept a portion of Parcel a and include Parcel B. The East pond will need revisions in size and also in the outfall storm sewer line. Basin 1 will be modified so that only a portion of the existing ST-D roadway will be draining to a modified Pond 1. Basins 2 and 3 and the currently undeveloped areas east and south east of the site will become

one drainage basin with a dry-retention pond (South Pond) that is anticipated for Phase 2 construction.

Proposed Pond OutfallsThe outfall or discharge of the West pond is though a storm sewer along a segment of ST-B that will connect to a modified East Pond. The outfall for the East Pond is a realigned storm sewer bordering Sr-50 to the FDOT storm sewer at its current location near the intersection of Sr-50 and ST-D. The outfall for Pond 1 shall remain in its current discharge structure overland to the wetlands area. The outfall for the South Pond is a control structure with sewer outfall to the wetlands nearest the Pond 1 location.

Storm SewersMost of the existing storm sewers along Basin 1 (existing hospital) will only require minor modifications as the basin develops. The other segments of storm sewer system currently on site will be phased out with the development of each parcel. a new system of storm sewers will be constructed to achieve conveyance of

the roadways as well as each individual parcel runoff to be connected to their respective pond.

The storm sewer materials recommended are Type 3 reinforced concrete pipes (rCP) along with concrete structures compliant to FDOT specifications.

a portion of the storm sewer system along ST-I along park segment OS-C will become an open meandering stream capable of accepting storm water during storm events. This segment will use a recirculation pump at the intersection of ST-E to maintain a few inches of water traveling along the meandering stream bottom.

Permit Requirements The site currently has multiple Saint John’s river Water Management District (SJrWMD) Environmental resources Permits (ErP) that regulated over the existing developed areas. The existing ErP for the East and West ponds will need modifications and a new ErP for the remainder of the project site encompassing the West Pond.


N

0 150 3001:3600 @ 11x17

600 ft


DATE OF ISSUE

REVISION

Key

Sanitary Sewer

Sanitary Force Main

Sanitary Structure

Lot Line

Conceptual SanitarySewer System Map

SK 019

2012-01-16 0

Figure 25 Proposed Sanitary Sewer System Plan


51

N

0 150 3001:3600 @ 11x17

600 ft


DATE OF ISSUE

REVISION

Key

Sanitary Sewer

Sanitary Force Main

Sanitary Structure

Lot Line

Conceptual SanitarySewer System Map

SK 019

2012-01-16 0

Sanitary Sewer System

Sanitary SewersThe existing portion of sanitary sewer will remain and be slightly modified to accept the future hospital expansion. The current hospital basement has set the sewer elevations about 10-feet below roadway ST-J and is sized to 10-inch diameter which current capacity allows for an increase in flows. therefore small developments along road segment ST-J may connect without need of upsizing. Once the hospital expansion is constructed the sewer pipes will need to be upsized along the existing segments leading to the current lift station.

Future gravity sanitary sewers will be constructed along roadway segments and will convey to the future sanitary lift station (Master Lift Station, see following subsection). These sewers will evolve into the re-route of the sewers from the existing lift station to the Master station. It is recommended that the gravity sanitary sewers be constructed with the proposed streets.

Lift StationsThe existing lift station is a high horsepower duplex pump system in a 8-ft diameter wet-well. The station limiting factor is the already inefficient high horsepower pumps that are needed to counteract the negative effects of a high head forced main system. The lift station capacity can be increased from the current 42,000 gallons per day (gpd) to 60,500 gpd by altering the pumps impellers plus the system’s operating point by installing variable frequency drives (VFDs) to the station controls. This increase in the system capacity may accommodate for the development of the proposed Post-acute Care Center proposed in Parcel J, and or combination of buildings with small sanitary loads. The current location of this lift station is not conducive to a campus wide gravity sewer because of the existing grade elevation.

a master sanitary lift station is being proposed as a campus wide system, where the existing lift station is decommissioned and the sewers are

re-directed towards the Master Station. This station should be a triplex pump assembly using a 12-diameter wet-well. The station is being proposed at the southwest corner of Parcel C, and adjacent to street ST-E. The wet-well depth will be set based on the gravity sewers being redirected from street ST-J, which are about 10-feet below grade. The Master Station should be designed for the total build-out of the campus at about 240,000 gpd capacity. The pumps may be installed in two phases; first a duplex system, then adding the third pump with VFDs as the site develops.

Sanitary Force MainThe existing 6-inch diameter sanitary force main is the limiting factor of the current sanitary system to achieve full development of the campus. The current high head within the forced main has increased the lift station pump power to a very low efficiency system. The 6-inch line will also be limited due to anticipated internal pipe pressures anticipated with increasing the flow rates.


N

0 150 3001:3600 @ 11x17

600 ft


DATE OF ISSUE

REVISION

Key

Water Main

Fire Hydrants

Point-of-Connection

Lot Line

Conceptual Water MainSystem Map

SK 020

2012-01-16 0

Figure 26 Proposed Fire and Domestic Water System Plan


53

N

0 150 3001:3600 @ 11x17

600 ft


DATE OF ISSUE

REVISION

Key

Water Main

Fire Hydrants

Point-of-Connection

Lot Line

Conceptual Water MainSystem Map

SK 020

2012-01-16 0

a proposed 8-inch diameter forced main of about 2,730 linear feet (LF) connecting the Master Station with the newly constructed City of Ocoee forced main at the Blackwood avenue round-about located north of Sr-50 though an planned street extension by the City of Ocoee. This new forced main will require a directional drill across Sr-50. However, if properly coordinated the work could be performed during the Sr-50 widening operations in that area.

Public Sanitary System It is recommended for Health Central to approach the City of Ocoee and discuss the future Master Station and propose a shared cost, construction and operation of the system that would be mutually beneficial to both parties.

Sanitary PermittingThe construction of extensions to the sewer system and lift station will need to be permitted though the City of Ocoee and the Florida Department of Environmental Protection (FDEP) - Domestic Wastewater Division.

Fire and Domestic Water System

Proposed Water MainThe existing 12-inch water main serves as the backbone for two planned water main loops. The existing 8-inch west loop with the required modifications to accommodate the hospital expansions, and the east loop to expand the domestic and fire service as development east of Division avenue is implemented.

Fire Protection Fire hydrants should be provided within 500-LF of all buildings along with nFPa compliant access to emergency vehicles. number of hydrants meeting this condition will be based on the planned size and use of the future building site.

Public Water MainsIs recommended that all fire mains constructed throughout the proposed roadways be owned and operated by the public entity; the City of Ocoee. This will alleviate Health Central from potential liabilities and a 24-7 emergency maintenance obligations as the campus blocks are leased.

Domestic Water PermittingThe construction of extensions to the water main system will need to be permitted though the City of Ocoee and the Florida Department of Environmental Protection (FDEP) - Domestic Water Division.


N

0 150 3001:3600 @ 11x17

600 ft


DATE OF ISSUE

REVISION

Key

Electrical Power

Gas

Telephone / CATV

Lot Line

Conceptual General Utilities Map

SK 021

2012-01-16 0

Figure 27 Proposed General Utilities System Plan


55

N

0 150 3001:3600 @ 11x17

600 ft


DATE OF ISSUE

REVISION

Key

Electrical Power

Gas

Telephone / CATV

Lot Line

Conceptual General Utilities Map

SK 021

2012-01-16 0

General Utilities Services

Central Energy PlantThe current Central Energy Plant (CEP) is at or near its design capacity. Expansion of the CEP in its current location is constrained by issues related to outside context (roads, ponds, other utilities, etc..) as well as service efficiencies not able to be exploited by a new CEP.

To serve development of hospital-related uses (see Integrated (Hospital Core) shown in Figure 15), it is recommended that a replacement CEP be built remote from the hospital with utilities routed to the hospital either underground or across a connecting covered walkway. The CEP is recommended to be sized to accommodate the total planned build-out within Blocks J, K, and L, but only include the equipment on day one to serve the existing hospital (320KSF), the existing MOB (98KSF), and the first new clinical building (e.g.,

Cancer Center of 35KSF). The program contemplated for this CEP would also allow it to serve future needs such as a new bed tower (210KSF) and a post-acute or nursing facility (90KSF), for a total area served by the new CEP of 753KSF.

Details associated with the CEP can be found in the appendix.

Electrical Powerall electrical power lines are to be installed underground. The general grid for the campus will be based on the existing north-south primary conduit bank bisecting the site from which a loop extension towards the east is proposed. The loop should be contained within the planned roadways, so as to allow the required maintenance access and easements to the utility company.

TelephoneThe proposed telephone services shall be underground and follow the alignments set forth by the power lines.

Cable Television and other Communications The proposed CaTV and other communication services shall be underground and follow the alignments set forth by the power lines.

Natural Gas Services The existing gas line servicing the hospital from Old Winter Garden road and Matador Drive area should be used as the main from where future extensions may be constructed as needed towards the east side of the site. any extensions shall be coordinated with the utility company. The utility company has confirmed that there is available supply for extending the services.


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A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-BST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


DATE OF ISSUE

SK 017

2012-01-16

REVISION

0

Illustrative Campus Master Plan

Key

Parcel Lines


N

0 150 3001:3600 @ 11x17

600 ft

OSOSOS-F-F-FF

OSOSOSOSOSOSOSOSOSOOS-E-E--E-E-E-EE

OOSOSOS-D-D-D-DDD-OSOOSOSOSOSOSSOSSOSOSOOOO -C-C-C-C-CC-C-CC-C-C-CCCCCCCCCCCOS-BOSOSOSOSOSOSOSOSOSOSO -A-AA-A-AAAAAAA

AAAA

B CCCCCCCCCCCCCCCC

DD

EEEEEEEEE

FFFFFF

GGGGGGGGGGGGGGGG

IIIIIIIII

HHHHHHHHHH

KKKKK

L

JJJJJ

STSTSTST-ST-T-STST-ST-ST-T AAAAAAAAAAA

ST-STST-TTT--STST-T-T--T-T BBBBBBB

ST-ST-ST-ST-ST-T DDDDDD

SSTSTSTTST-SST-TST-ST-ST-TTSSTS EEEEEEEEEEEE

ST-

ST-

ST-

STTTTT

EEE

ST-ST-ST-STST-ST-T-T CCCCC

ST-

ST

ST-

ST-

ST

ST-

ST-

SST-T

ST-T-T-TCCCCCCCCCCC

ST

ST-

ST

SSTT-TTTTTDDDDD

ST-

ST-

ST

SST

SSSSST

SSTTT

DDDDDDDDDDDD

ST-

ST

ST

ST

JJJJ

ST-ST-STST-STSTTT-ST-ST-TST-TT-T-T--TT FFFFFFFFF

ST-STSTST-STST-ST-STSTST-ST-STSSSTT GGGGGGGGGGGG

ST-STST-ST-SST-ST-SSST-SSTST-ST-ST-TT-ST-BBBBBBBBBBBBBBBBBB

SSST-ST-ST---T--ST-STST HHHHHHHHHHHHHHHH

ST-SSTSSSSSSSSST-SST-T-S IIeeeeeeIeIeeIIIee

SSTSSTSSTST-T-SSTST-ST IwwwwwwwIwwwIwww

FOOD / RETAIL

3500.00 GFA

MOB 13000 GFA

MOB13000 GFA

MOB22500 GFA

MOB13000 GFA

CENT ENG PLANT

20000 GFA(2 LEVELS)

MOB10000 GFA

PARKING GARAGE

(6 LEVELS)

MOB98000 GFA

279 Total Hospital Beds

BED TOWER AND ED

EXPANSION

PARKING GARAGE

(6 LEVELS)

MOB100000 GFA

(5 LEVELS)

MOB100000 GFA

(5 LEVELS)

FOOD / RETAIL 15000

GFA

MOB6500 GFA

MOB40000 GFA(3 LEVELS)

MOB7500 GFA

MOB7500 GFA

MOB10000 GFA

MOB14000 GFA

MOB12000 GFA

MOB12000 GFA

MOB13000 GFA


MOB17000 GFA

MOB17000 GFA

COMM18000 GFA(2 LEVELS)

COMM12000 GFA

FOOD / RETAIL 5000.00 GFA


POST ACUTE CARE

90000 GFA(5 LEVELS)

CEP FUTURE EXPANSION

CANCER CTR35000 GFA(2 LEVELS)

COMM8400 GFA

B24 UNITS

B24 UNITS

B24 UNITS

A30 UNITS

A30 UNITS

A30 UNITS

NOTE: Building square footages are conceptualin nature and should be read as an illustrationof how blocks may be developed rather than aplan for a specific program.

B24 UNITS

A30 UNITS

B24 UNITS

B24 UNITS

B24 UNITSB

24 UNITS

Illustrative Buildout

Development Notes

The retail component adjacent to Blackwood avenue may be developed with minor adjustments to the West Pond and extensions of the adjacent utilities.


Block A

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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X

a1

a2


57

Supporting Infrastructure Elements

Total Order of Magnitude

Cost (000)

Costs Shared With Block . . .

A B C D E F G H I J K L

Earthwork + Grading (Proposed Finish Floor Elevations)

Retail(A2)=131’(+/-11,000CUYD) $143 XFood/Retail(A1)=128’(+/-6,000CUYD) $78 XStormwater Treatment Prerequisite

RevisedWestPond(A2)(+/-7,000CUYD) $77 X X XRevisedEastPond(A1)(+/-14,500CUYD) $160 X XStorm Sewer Prerequisite

SewerlinesST-CatST-B $17 XST-BoutfallintoWestPond $61 XSanitary Sewer Prerequisite

LateralconnectiontoBlackwoodROW(A2) $8 XSanitarysewerlineST-CatST-B(A1) $8 XDomestic + Fire Water Prerequisite

6”watermain+hydrant(+/-220LF)(A2) $15 X6”watermain+hydrant(+/-110LF)(A1) $7 XGeneral Utilities (Electrical, Telephone, TV, and Gas) Prerequisite

ServicelateralstoBlackwoodAve.ROW(A2) Excluded XServicestoconnectatintersectionofST-C+ST-J(+/-350LF)(A1) Excluded XRoadway Improvements

ST-CconnectiontoColonialDrive(right-in/right-out)(A2) $350 XStreetscaperoadSegmentST-BfromST-AtoST-C $560 X X

Total $1,484

Required Infrastructure Improvements (Block A)

Note: Costs are presented in current dollars exclusive of contingency and soft costs.


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A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


DATE OF ISSUE

SK 017

2012-01-16

REVISION

0


Key

Parcel Lines


N

0 150 3001:3600 @ 11x17

600 ft

OSOSOS-F-F-FF



AAAA

B CCCCCCCCCCCCCCCC

DD

EEEEEEEEE

FFFFFF

GGGGGGGGGGGGGGGG

IIIIIIIII

HHHHHHHHHH

KKKKK

L

JJJJJ





ST-

ST-

ST-

STTTTT

EEE


ST-

ST

ST-

ST-

ST

ST-

ST-

SST-T

ST-T-T-TCCCCCCCCCCC

ST

ST-

ST

SSTT-TTTTTDDDDD

ST-

ST-

ST

SST

SSSSST

SSTTT

DDDDDDDDDDDD

ST-

ST

ST

ST

JJJJ







FOOD / RETAIL

3500.00 GFA

MOB 13000 GFA

MOB13000 GFA

MOB22500 GFA

MOB13000 GFA

CENT ENG PLANT

20000 GFA(2 LEVELS)

MOB10000 GFA

PARKING GARAGE

(6 LEVELS)

MOB98000 GFA


BED TOWER AND ED

EXPANSION

PARKING GARAGE

(6 LEVELS)

MOB100000 GFA

(5 LEVELS)

MOB100000 GFA

(5 LEVELS)

FOOD / RETAIL 15000

GFA

MOB6500 GFA


MOB7500 GFA

MOB7500 GFA

MOB10000 GFA

MOB14000 GFA

MOB12000 GFA

MOB12000 GFA

MOB13000 GFA


MOB17000 GFA

MOB17000 GFA


COMM12000 GFA



POST ACUTE CARE

90000 GFA(5 LEVELS)



COMM8400 GFA

B24 UNITS

B24 UNITS

B24 UNITS

A30 UNITS

A30 UNITS

A30 UNITS


B24 UNITS

A30 UNITS

B24 UNITS

B24 UNITS

B24 UNITSB

24 UNITS

Illustrative BuildoutBlock Framework Plan

Block B

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A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X

Development Notes

This block contains an existing utility easement in which a sanitary forced main and water main align. This easement may remain with the proposed development program. However, along with a revised East Pond a major realignment of the storm sewer for the east pond will be required prior to pad construction. Pending on the final location of the B-2 pad a relocation of the electrical primary and junction box will be needed.


59



Cost (000)




NorthMOB=124’(+/-2,600CUYD) $34 XSouthMOB=128’(+/-5,100CUYD) $66 XStormwater Treatment Prerequisite

RevisedEastPond(+/-14,500CUYD) $160 X XStorm Sewer Prerequisite

OutfalltoEastPondfromparkinglot(+/-100LF) $11 XSanitary Sewer Prerequisite

Sanitarysewerliftstation.(14’diax14’deep,pump,tank,enclosure) $350 X X X X X X X X X X8”SanitaryFM,650’fromstationtoexistFMatintersectionST-C+J $232 X X X X X X X X X X8”sewerST-DfromSR-50toST-E(+/-600LF) $45 X X16”sewerST-EfromST-Dtostation(+/-800LF) $80 X X X X XDomestic + Fire Water Prerequisite

8”watermainandhydrantST-CfromST-JtoST-D(+/-400LF) $26 X X8”watermainandhydrantST-DfromST-CtoSR-50(+/-400LF) $26 X XGeneral Utilities (Electrical, Telephone, TV, and Gas) Prerequisite

ServiceconnectionsavailableatintersectionofST-CwithST-J Excluded XRoadway Improvements

StreetscaperoadsegmentST-DfromSR-50toST-C(+/-400LF) $160 X XIntersectionrealignmentofST-CwithST-D $50 X X X XSignalizationforintersectionST-DwithSR-50 $225 X X

Total $1,465

Required Infrastructure Improvements (Block B)




Block C

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A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


DATE OF ISSUE

SK 017

2012-01-16

REVISION

0


Key

Parcel Lines


N

0 150 3001:3600 @ 11x17

600 ft

OSOSOS-F-F-FF



AAAA

B CCCCCCCCCCCCCCCC

DD

EEEEEEEEE

FFFFFF

GGGGGGGGGGGGGGGG

IIIIIIIII

HHHHHHHHHH

KKKKK

L

JJJJJ





ST-

ST-

ST-

STTTTT

EEE


ST-

ST

ST-

ST-

ST

ST-

ST-

SST-T

ST-T-T-TCCCCCCCCCCC

ST

ST-

ST

SSTT-TTTTTDDDDD

ST-

ST-

ST

SST

SSSSST

SSTTT

DDDDDDDDDDDD

ST-

ST

ST

ST

JJJJ







FOOD / RETAIL

3500.00 GFA

MOB 13000 GFA

MOB13000 GFA

MOB22500 GFA

MOB13000 GFA

CENT ENG PLANT

20000 GFA(2 LEVELS)

MOB10000 GFA

PARKING GARAGE

(6 LEVELS)

MOB98000 GFA


BED TOWER AND ED

EXPANSION

PARKING GARAGE

(6 LEVELS)

MOB100000 GFA

(5 LEVELS)

MOB100000 GFA

(5 LEVELS)

FOOD / RETAIL 15000

GFA

MOB6500 GFA


MOB7500 GFA

MOB7500 GFA

MOB10000 GFA

MOB14000 GFA

MOB12000 GFA

MOB12000 GFA

MOB13000 GFA


MOB17000 GFA

MOB17000 GFA


COMM12000 GFA



POST ACUTE CARE

90000 GFA(5 LEVELS)



COMM8400 GFA

B24 UNITS

B24 UNITS

B24 UNITS

A30 UNITS

A30 UNITS

A30 UNITS


B24 UNITS

A30 UNITS

B24 UNITS

B24 UNITS

B24 UNITSB

24 UNITS

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A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X

Development Notes

Due to the differential in surface grades between the north and south side of the block, the MOB C-1 building pad elevation necessitates the reconfiguration of the existing Pond-1. The pad for MOB C-2 needs to convey to proposed south pond since increasing the capacity of Pond-1 is not recommended due to its embankment location.


61



Cost (000)




NorthMOB(C1)=118’(+/-8,900CUYD) $116 XSouthMOB(C2)=125’(+/-4,400CUYD) $57 XStormwater Treatment Prerequisite

RevisedPond1(C1)(+/-2,000CUYD) $22 XSouthPond(C2)(+/-14,000CUYD) $154 X X X X X X X X XStorm Sewer Prerequisite

OutfalltoPond-1(+/-200LF)(C1) $22 XSewerST-EfromeastofST-DtowestofST-I(+/-650LF) $72 X XSanitary Sewer Prerequisite

Sanitarysewerliftstation.(14’diax14’deep,pump,tank,enclosure) $350 X X X X X X X X X X8”SanitaryFM,650’fromstationtoexistFMatintersectionST-C+J $232 X X X X X X X X X X8”sewerST-DfromSR-50toST-E(+/-600LF) $45 X X16”sewerST-EfromST-Dtostation(+/-800LF) $80 X X X X XDomestic + Fire Water Prerequisite

8”watermainandhydrantST-CfromST-JtoST-D(+/-400LF) $26 X X8”watermainandhydrantST-DfromST-CtoSR-50(+/-400LF) $26 X XGeneral Utilities (Electrical, Telephone, TV, and Gas) Prerequisite

UtilityLoopST-HtoST-EtoST-Cconnecttoexist’gservicesalongST-J Excluded X X X X X XRoadway Improvements

StreetscaperoadsegmentST-DfromSR-50toST-C(+/-400LF) $160 X XIntersectionrealignmentofST-CwithST-D $50 X X X XSignalizationforintersectionST-DwithSR-50 $225 X X

Total $1,637

Required Infrastructure Improvements (Block C)



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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


Block D

Bla

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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


DATE OF ISSUE

SK 017

2012-01-16

REVISION

0


Key

Parcel Lines


N

0 150 3001:3600 @ 11x17

600 ft

OSOSOS-F-F-FF



AAAA

B CCCCCCCCCCCCCCCC

DD

EEEEEEEEE

FFFFFF

GGGGGGGGGGGGGGGG

IIIIIIIII

HHHHHHHHHH

KKKKK

L

JJJJJ





ST-

ST-

ST-

STTTTT

EEE


ST-

ST

ST-

ST-

ST

ST-

ST-

SST-T

ST-T-T-TCCCCCCCCCCC

ST

ST-

ST

SSTT-TTTTTDDDDD

ST-

ST-

ST

SST

SSSSST

SSTTT

DDDDDDDDDDDD

ST-

ST

ST

ST

JJJJ







FOOD / RETAIL

3500.00 GFA

MOB 13000 GFA

MOB13000 GFA

MOB22500 GFA

MOB13000 GFA

CENT ENG PLANT

20000 GFA(2 LEVELS)

MOB10000 GFA

PARKING GARAGE

(6 LEVELS)

MOB98000 GFA


BED TOWER AND ED

EXPANSION

PARKING GARAGE

(6 LEVELS)

MOB100000 GFA

(5 LEVELS)

MOB100000 GFA

(5 LEVELS)

FOOD / RETAIL 15000

GFA

MOB6500 GFA


MOB7500 GFA

MOB7500 GFA

MOB10000 GFA

MOB14000 GFA

MOB12000 GFA

MOB12000 GFA

MOB13000 GFA


MOB17000 GFA

MOB17000 GFA


COMM12000 GFA



POST ACUTE CARE

90000 GFA(5 LEVELS)



COMM8400 GFA

B24 UNITS

B24 UNITS

B24 UNITS

A30 UNITS

A30 UNITS

A30 UNITS


B24 UNITS

A30 UNITS

B24 UNITS

B24 UNITS

B24 UNITSB

24 UNITS

Development Notes

This block should participate in the Phase II development of the campus. Phase II ideally indentified as development east of the planned Division avenue (ST-D).


63

Required Infrastructure Improvements (Block D)



Cost (000)




MedicalOfficeBuildings=Avgpadelevation118’(+/-11,000CUYD) $143 XStormwater Treatment Prerequisite

SouthPond(+/-14,000CUYD) $154 X X X X X X X X XStorm Sewer Prerequisite

SewerST-EfromeastofST-DtowestofST-I(+/-650LF) $72 X XSewerST-IfromST-DtoST-E(+/-600LF) $66 X XSewerST-DfromST-EtoST-I(+/-450LF) $50 X XSewerST-IwithST-EoutfalltoSouthPond(+/-400LF) $44 X X XSanitary Sewer Prerequisite

Sanitarysewerliftstation.(14’diax14’deep,pump,tank,enclosure) $350 X X X X X X X X X X8”SanitaryFM,650’fromstationtoexistFMatintersectionST-C+J $232 X X X X X X X X X X8”sewerST-DfromST-ItoST-E(+/-600LF) $45 X X16”sewerST-EfromST-Dtostation(+/-800LF) $80 X X X X XDomestic + Fire Water Prerequisite

8”watermainandhydrantST-EfromST-DtoST-I(+/-700LF) $46 X8”watermainandhydrantST-DfromST-ItoST-E(+/-650LF) $43 X X6”internalblockloopconnectingtoST-E(+/-800LF) $52 XGeneral Utilities (Electrical, Telephone, TV, and Gas) Prerequisite


RoadsegmentST-IfromST-DtoST-E(+/-650LF) $650 X XRoadsegmentST-EfromST-DtoST-I(+/-700LF) $700 X XRoadsegmentST-DfromST-ItoST-E(+/-650LF) $650 X XIntersectionrealignmentofST-CwithST-D $50 X X X XStormwatermediantreatment $500 X X

Total $3,927



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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


Block E

Bla

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Aven

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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


DATE OF ISSUE

SK 017

2012-01-16

REVISION

0


Key

Parcel Lines


N

0 150 3001:3600 @ 11x17

600 ft

OSOSOS-F-F-FF



AAAA

B CCCCCCCCCCCCCCCC

DD

EEEEEEEEE

FFFFFF

GGGGGGGGGGGGGGGG

IIIIIIIII

HHHHHHHHHH

KKKKK

L

JJJJJ





ST-

ST-

ST-

STTTTT

EEE


ST-

ST

ST-

ST-

ST

ST-

ST-

SST-T

ST-T-T-TCCCCCCCCCCC

ST

ST-

ST

SSTT-TTTTTDDDDD

ST-

ST-

ST

SST

SSSSST

SSTTT

DDDDDDDDDDDD

ST-

ST

ST

ST

JJJJ







FOOD / RETAIL

3500.00 GFA

MOB 13000 GFA

MOB13000 GFA

MOB22500 GFA

MOB13000 GFA

CENT ENG PLANT

20000 GFA(2 LEVELS)

MOB10000 GFA

PARKING GARAGE

(6 LEVELS)

MOB98000 GFA


BED TOWER AND ED

EXPANSION

PARKING GARAGE

(6 LEVELS)

MOB100000 GFA

(5 LEVELS)

MOB100000 GFA

(5 LEVELS)

FOOD / RETAIL 15000

GFA

MOB6500 GFA


MOB7500 GFA

MOB7500 GFA

MOB10000 GFA

MOB14000 GFA

MOB12000 GFA

MOB12000 GFA

MOB13000 GFA


MOB17000 GFA

MOB17000 GFA


COMM12000 GFA



POST ACUTE CARE

90000 GFA(5 LEVELS)



COMM8400 GFA

B24 UNITS

B24 UNITS

B24 UNITS

A30 UNITS

A30 UNITS

A30 UNITS


B24 UNITS

A30 UNITS

B24 UNITS

B24 UNITS

B24 UNITSB

24 UNITS

Development Notes

Because of its positioning on campus, this block is best reserved for a larger development component such as a residential rental community or a commercial/mixed-use neighborhood center, potentially in conjunction with Block G. This block should participate in the Phase II development of the campus.


65



Cost (000)




Residentialbuildingsitegradessettonearexisting 0 XStormwater Treatment Prerequisite


SewerST-HwithST-EoutfalltoSouthPond(+/-100LF) $11 XSewerST-EfromOldWinterGardenRoadtoST-H(+/-250LF) $28 XSanitary Sewer Prerequisite

Sanitarysewerliftstation(14’diax14’deep,pump,tank,enclosure) $350 X X X X X X X X X X8”SanitaryFM,650’fromstationtoexistFMatintersectionST-C+J $232 X X X X X X X X X X8”sewerST-EfromST-Htostation(+/-1,000LF) $75 X X X X XDomestic + Fire Water Prerequisite

8”watermainandhydrantST-HfromST-JtoST-E(+/-1,000LF) $65 X X X X X8”watermainandhydrantST-EfromOWGRtoST-H(+/-100LF) $13 X XGeneral Utilities (Electrical, Telephone, TV, and Gas) Prerequisite


StreetscaperoadsegmentST-EfromOWGRtoST-H(+/-500LF) $200 X X

Total $1,128

Required Infrastructure Improvements (Block E)



Bla

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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


Block F

Bla

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Aven

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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


DATE OF ISSUE

SK 017

2012-01-16

REVISION

0


Key

Parcel Lines


N

0 150 3001:3600 @ 11x17

600 ft

OSOSOS-F-F-FF



AAAA

B CCCCCCCCCCCCCCCC

DD

EEEEEEEEE

FFFFFF

GGGGGGGGGGGGGGGG

IIIIIIIII

HHHHHHHHHH

KKKKK

L

JJJJJ





ST-

ST-

ST-

STTTTT

EEE


ST-

ST

ST-

ST-

ST

ST-

ST-

SST-T

ST-T-T-TCCCCCCCCCCC

ST

ST-

ST

SSTT-TTTTTDDDDD

ST-

ST-

ST

SST

SSSSST

SSTTT

DDDDDDDDDDDD

ST-

ST

ST

ST

JJJJ







FOOD / RETAIL

3500.00 GFA

MOB 13000 GFA

MOB13000 GFA

MOB22500 GFA

MOB13000 GFA

CENT ENG PLANT

20000 GFA(2 LEVELS)

MOB10000 GFA

PARKING GARAGE

(6 LEVELS)

MOB98000 GFA


BED TOWER AND ED

EXPANSION

PARKING GARAGE

(6 LEVELS)

MOB100000 GFA

(5 LEVELS)

MOB100000 GFA

(5 LEVELS)

FOOD / RETAIL 15000

GFA

MOB6500 GFA


MOB7500 GFA

MOB7500 GFA

MOB10000 GFA

MOB14000 GFA

MOB12000 GFA

MOB12000 GFA

MOB13000 GFA


MOB17000 GFA

MOB17000 GFA


COMM12000 GFA



POST ACUTE CARE

90000 GFA(5 LEVELS)



COMM8400 GFA

B24 UNITS

B24 UNITS

B24 UNITS

A30 UNITS

A30 UNITS

A30 UNITS


B24 UNITS

A30 UNITS

B24 UNITS

B24 UNITS

B24 UNITSB

24 UNITS

Development Notes

This block is likely to participate in the Phase II development of the campus. There is potential for development of the western-most building pad adjacent to the existing segment of Division avenue. However, taking this option will require substantial modification of the existing stormwater pond currently on-site and the adjoining storm sewers. utilities and access to this western building pad are also available with minor modifications.


67

Required Infrastructure Improvements (Block F)



Cost (000)




MedicalOfficeBuildings=Avgpadelevation127’(+/-12,000CUYD) $156 XStormwater Treatment Prerequisite


SewerST-HfromeastofST-DtowestofST-E(+/-800LF) $88 X XSewerST-EfromST-HtoST-I(+/-300LF) $33 XSewerST-IfromST-DtoST-E(+/-600LF) $66 X XSewerST-DfromST-HtoST-I(+/-300LF) $33 X XSewerST-IwithST-EoutfalltoSouthPond(+/-200LF) $22 X X X X X XSanitary Sewer Prerequisite

Sanitarysewerliftstation.(14’diax14’deep,pump,tank,enclosure) $350 X X X X X X X X X X8”SanitaryFM,650’fromstationtoexistFMatintersectionST-C+J $232 X X X X X X X X X X8”sewerST-HfromST-DtoST-E(+/-800LF) $45 X X X X8”sewerST-EfromST-Htostation(+/-800LF) $80 X X X X XDomestic + Fire Water Prerequisite

8”watermainandhydrantST-HfromST-JtoST-E(+/-300LF) $20 X X X X8”watermainandhydrantST-EfromST-HtoST-I(+/-300LF) $20 X6”internalblockloopconnectingtoST-H(+/-800LF) $52 XGeneral Utilities (Electrical, Telephone, TV, and Gas) Prerequisite


StreetscaperoadsegmentST-DfromST-HtoST-I(+/-300LF) $150 X XRoadsegmentST-IfromST-DtoST-E(+/-650LF) $650 X XRoadsegmentST-EfromST-ItoST-H(+/-300LF) $300 XStormwatermediantreatment $500 X XStreetscaperoadsegmentST-HfromST-DtoST-E(+/-1,100LF) $440 X X

Total $3,391



Bla

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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


Block G

Bla

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Aven

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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


DATE OF ISSUE

SK 017

2012-01-16

REVISION

0


Key

Parcel Lines


N

0 150 3001:3600 @ 11x17

600 ft

OSOSOS-F-F-FF



AAAA

B CCCCCCCCCCCCCCCC

DD

EEEEEEEEE

FFFFFF

GGGGGGGGGGGGGGGG

IIIIIIIII

HHHHHHHHHH

KKKKK

L

JJJJJ





ST-

ST-

ST-

STTTTT

EEE


ST-

ST

ST-

ST-

ST

ST-

ST-

SST-T

ST-T-T-TCCCCCCCCCCC

ST

ST-

ST

SSTT-TTTTTDDDDD

ST-

ST-

ST

SST

SSSSST

SSTTT

DDDDDDDDDDDD

ST-

ST

ST

ST

JJJJ







FOOD / RETAIL

3500.00 GFA

MOB 13000 GFA

MOB13000 GFA

MOB22500 GFA

MOB13000 GFA

CENT ENG PLANT

20000 GFA(2 LEVELS)

MOB10000 GFA

PARKING GARAGE

(6 LEVELS)

MOB98000 GFA


BED TOWER AND ED

EXPANSION

PARKING GARAGE

(6 LEVELS)

MOB100000 GFA

(5 LEVELS)

MOB100000 GFA

(5 LEVELS)

FOOD / RETAIL 15000

GFA

MOB6500 GFA


MOB7500 GFA

MOB7500 GFA

MOB10000 GFA

MOB14000 GFA

MOB12000 GFA

MOB12000 GFA

MOB13000 GFA


MOB17000 GFA

MOB17000 GFA


COMM12000 GFA



POST ACUTE CARE

90000 GFA(5 LEVELS)



COMM8400 GFA

B24 UNITS

B24 UNITS

B24 UNITS

A30 UNITS

A30 UNITS

A30 UNITS


B24 UNITS

A30 UNITS

B24 UNITS

B24 UNITS

B24 UNITSB

24 UNITS

Development Notes

This block should participate in the Phase II development of the campus. This block also has the potential for development of the western-most building pad adjacent to the existing segment of Division avenue. With this option, modifications of the existing stormwater pond to the north of ST-H will be needed. a new culvert to connect the pad development to the modified pond is anticipated. utilities and access to this western building pad are also available with minor modifications.

This block including the western-most pad will require additional fill to properly transition the grades from the Old Winter Garden road north towards ST-H (Health Central Way). The fill anticipated for this block may be found on-site from the excavation of proposed South Pond, otherwise fill will need to be imported.


69

Required Infrastructure Improvements (Block G)



Cost (000)




CommercialSite=132’(+/-8,500CUYD) $111 XMedicalOfficeBuildings=Avgpadelevation133’(+/-9,000CUYD) $117 XStormwater Treatment Prerequisite


SewerST-HfromeastofST-DtowestofST-E(+/-800LF) $88 X XSewerST-EfromST-HtoST-I(+/-300LF) $33 X XSewerST-EjustsouthofST-H(+/-200LF) $22 XSewerST-DfromST-HtoST-I(+/-300LF) $33 X XSewerST-IwithST-EoutfalltoSouthPond(+/-200LF) $22 X X X X X XSanitary Sewer Prerequisite

Sanitarysewerliftstation.(14’diax14’deep,pump,tank,enclosure) $350 X X X X X X X X X X8”SanitaryFM,650’fromstationtoexistFMatintersectionST-C+J $232 X X X X X X X X X X8”sewerST-HfromST-DtoST-E(+/-800LF) $45 X X X X8”sewerST-EfromST-Htostation(+/-800LF) $90 X X X X X8”sewerST-EjustsouthofST-H(+/-300LF) $23 XDomestic + Fire Water Prerequisite

8”watermainandhydrantST-HfromST-JtoST-E(+/-300LF) $20 X X X X8”watermainandhydrantST-EjustsouthofST-H(+/-200LF) $13 X X6”internalblockloopconnectingtoST-H(+/-700LF) $46 XGeneral Utilities (Electrical, Telephone, TV, and Gas) Prerequisite


StreetscaperoadsegmentST-DfromST-HtoOWGR(+/-300LF) $150 X XStreetscaperoadsegmentST-EfromOWGRtoST-H(+/-500LF) $200 X XStreetscaperoadsegmentST-HfromST-DtoST-E(+/-1,100LF) $440 X X

Total $2,189



Bla

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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


Block H

Bla

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Aven

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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


DATE OF ISSUE

SK 017

2012-01-16

REVISION

0


Key

Parcel Lines


N

0 150 3001:3600 @ 11x17

600 ft

OSOSOS-F-F-FF



AAAA

B CCCCCCCCCCCCCCCC

DD

EEEEEEEEE

FFFFFF

GGGGGGGGGGGGGGGG

IIIIIIIII

HHHHHHHHHH

KKKKK

L

JJJJJ


ST-STST-TTT--STST-T-T--T-T BBBBBBBST-ST-ST-ST-ST-T DDDDDD


ST-

ST-

ST-

STTTTT

EEE


ST-

ST

ST-

ST-

ST

ST-

ST-

SST-T

ST-T-T-TCCCCCCCCCCC

ST

ST-

ST

SSTT-TTTTTDDDDD

ST-

ST-

ST

SST

SSSSST

SSTTT

DDDDDDDDDDDD

ST-

ST

ST

ST

JJJJ







FOOD / RETAIL

3500.00 GFA

MOB 13000 GFA

MOB13000 GFA

MOB22500 GFA

MOB13000 GFA

CENT ENG PLANT

20000 GFA(2 LEVELS)

MOB10000 GFA

PARKING GARAGE

(6 LEVELS)

MOB98000 GFA


BED TOWER AND ED

EXPANSION

PARKING GARAGE

(6 LEVELS)

MOB100000 GFA

(5 LEVELS)

MOB100000 GFA

(5 LEVELS)

FOOD / RETAIL 15000

GFA

MOB6500 GFA


MOB7500 GFA

MOB7500 GFA

MOB10000 GFA

MOB14000 GFA

MOB12000 GFA

MOB12000 GFA

MOB13000 GFA


MOB17000 GFA

MOB17000 GFA


COMM12000 GFA



POST ACUTE CARE

90000 GFA(5 LEVELS)



COMM8400 GFA

B24 UNITS

B24 UNITS

B24 UNITS

A30 UNITS

A30 UNITS

A30 UNITS


B24 UNITS

A30 UNITS

B24 UNITS

B24 UNITS

B24 UNITSB

24 UNITS

Development Notes

This block is considered for Phase I development of the campus. Stormwater treatment for this block may occur with modifications of the existing stormwater pond to the north of ST-H and east of Division avenue. Some minor storm sewer additions connecting the block will be needed. However, it is preferred that development on this block be concurrent with the proposed storm sewers that will eventually convey to the South Pond. This will prevent the need to modify or replace the improvements noted above as Phase II construction is implemented.

Other utilities are readily available in the adjacent ST-H and ST-D roads.

Surface accommodations to the existing gas, electrical and communication lines existing mid-block aligned with road ST-J are anticipated. However, based on the proposed building pad location the existing buried utilities will not need relocation.


71

Required Infrastructure Improvements (Block H)



Cost (000)




CommercialSite=133’(+/-5,000CUYD) $65 XStormwater Treatment Prerequisite


SewerST-DfromST-FtoST-I(+/-400LF) $44 X XSewerST-IwithST-EoutfalltoSouthPond(+/-200LF) $22 X X X X X XSanitary Sewer Prerequisite

Sanitarysewerliftstation.(14’diax14’deep,pump,tank,enclosure) $350 X X X X X X X X X X8”SanitaryFM,650’fromstationtoexistFMatintersectionST-C+J $232 X X X X X X X X X X8”sewerST-HfromST-DtoST-E(+/-800LF) $45 X X X X8”sewerST-EfromST-Htostation(+/-800LF) $90 X X X X XDomestic + Fire Water Prerequisite

8”watermainandhydrantST-FfromST-JtoST-D(+/-550LF) $36 X XGeneral Utilities (Electrical, Telephone, TV, and Gas) Prerequisite

ServicesavailableadjacenttositeatST-JwithST-F Excluded

Roadway Improvements

StreetscaperoadsegmentST-DfromST-HtoOWGR(+/-300LF) $150 X XStreetscaperoadsegmentST-FfromST-GtoST-D(+/-700LF) $280 X X X

Total $1,468



Bla

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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


Block IB

lack

woo

d Av

enue


Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


DATE OF ISSUE

SK 017

2012-01-16

REVISION

0


Key

Parcel Lines


N

0 150 3001:3600 @ 11x17

600 ft

OSOSOS-F-F-FF



AAAA

B CCCCCCCCCCCCCCCC

DD

EEEEEEEEE

FFFFFF

GGGGGGGGGGGGGGGG

IIIIIIIII

HHHHHHHHHH

KKKKK

L

JJJJJ





ST-

ST-

ST-

STTTTT

EEE


ST-

ST

ST-

ST-

ST

ST-

ST-

SST-T

ST-T-T-TCCCCCCCCCCC

ST

ST-

ST

SSTT-TTTTTDDDDD

ST-

ST-

ST

SST

SSSSST

SSTTT

DDDDDDDDDDDD

ST-

ST

ST

ST

JJJJ







FOOD / RETAIL

3500.00 GFA

MOB 13000 GFA

MOB13000 GFA

MOB22500 GFA

MOB13000 GFA

CENT ENG PLANT

20000 GFA(2 LEVELS)

MOB10000 GFA

PARKING GARAGE

(6 LEVELS)

MOB98000 GFA


BED TOWER AND ED

EXPANSION

PARKING GARAGE

(6 LEVELS)

MOB100000 GFA

(5 LEVELS)

MOB100000 GFA

(5 LEVELS)

FOOD / RETAIL 15000

GFA

MOB6500 GFA


MOB7500 GFA

MOB7500 GFA

MOB10000 GFA

MOB14000 GFA

MOB12000 GFA

MOB12000 GFA

MOB13000 GFA


MOB17000 GFA

MOB17000 GFA


COMM12000 GFA



POST ACUTE CARE

90000 GFA(5 LEVELS)



COMM8400 GFA

B24 UNITS

B24 UNITS

B24 UNITS

A30 UNITS

A30 UNITS

A30 UNITS


B24 UNITS

A30 UNITS

B24 UNITS

B24 UNITS

B24 UNITSB

24 UNITS

Development Notes

This block is a candidate for Phase I construction. The location of the building pad facilitates access to nearby utilities existing in the Blackwood avenue right-of-way. Minor modifications to the West Pond is all that is necessary to provide for stormwater treatment. The proposed development will connect to existing storm sewers that currently convey to the pond.


73

Required Infrastructure Improvements (Block I)



Cost (000)




CommercialSite=133’(+/-5,500CUYD) $72 XStormwater Treatment Prerequisite

RevisedWestPond $77 X X XStorm Sewer Prerequisite

Connecttoexistingandadjacent24”sewers(+/-100LF) $11 XSanitary Sewer Prerequisite

Connecttoexisting8”sewers(+/-100LF) $75 XDomestic + Fire Water Prerequisite

6”watermainandhydrantextfromexist’g8”watermain(+/-100LF) $7 XGeneral Utilities (Electrical, Telephone, TV, and Gas) Prerequisite

ServicesavailableadjacenttositeatBlackwoodAvenue Excluded XRoadway Improvements

Nomajorroadimprovementsrequired 0 X

Total $242



Bla

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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


Block J

Bla

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ood

Aven

ue


Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


DATE OF ISSUE

SK 017

2012-01-16

REVISION

0


Key

Parcel Lines


N

0 150 3001:3600 @ 11x17

600 ft

OSOSOS-F-F-FF



AAAA

B CCCCCCCCCCCCCCCC

DD

EEEEEEEEE

FFFFFF

GGGGGGGGGGGGGGGG

IIIIIIIII

HHHHHHHHHH

KKKKK

L

JJJJJ





ST-

ST-

ST-

STTTTT

EEE


ST-

ST

ST-

ST-

ST

ST-

ST-

SST-T

ST-T-T-TCCCCCCCCCCC

ST

ST-

ST

SSTT-TTTTTDDDDD

ST-

ST-

ST

SST

SSSSST

SSTTT

DDDDDDDDDDDD

ST-

ST

ST

ST

JJJJ







FOOD / RETAIL

3500.00 GFA

MOB 13000 GFA

MOB13000 GFA

MOB22500 GFA

MOB13000 GFA

CENT ENG PLANT

20000 GFA(2 LEVELS)

MOB10000 GFA

PARKING GARAGE

(6 LEVELS)

MOB98000 GFA


BED TOWER AND ED

EXPANSION

PARKING GARAGE

(6 LEVELS)

MOB100000 GFA

(5 LEVELS)

MOB100000 GFA

(5 LEVELS)

FOOD / RETAIL 15000

GFA

MOB6500 GFA


MOB7500 GFA

MOB7500 GFA

MOB10000 GFA

MOB14000 GFA

MOB12000 GFA

MOB12000 GFA

MOB13000 GFA


MOB17000 GFA

MOB17000 GFA


COMM12000 GFA



POST ACUTE CARE

90000 GFA(5 LEVELS)



COMM8400 GFA

B24 UNITS

B24 UNITS

B24 UNITS

A30 UNITS

A30 UNITS

A30 UNITS


B24 UNITS

A30 UNITS

B24 UNITS

B24 UNITS

B24 UNITSB

24 UNITS

Development Notes

This block is a candidate for Phase I construction. This block incorporates the potential expansion of the existing hospital. The option to either expand towards the north or south side are both feasible and nearly similar improvements and utility adjustment must be considered for either option.

NOrTH OPTION: The West Pond must be modified and storm sewers would be needed. A segment of the existing water main loop around the hospital will need to be reconstructed to make room for the expansion. The sanitary sewers may need expansion north of the existing Er roadway (ST-C) to service the expansion.

SOuTH OPTION: This expansion option will require minor modifications to the existing stormwater pond just east of Division Avenue. However, it is recommended that the future storm sewer lines for final conveyance to the South Pond be partially constructed to reduce future replacement of newly installed improvements. The existing water main loop will need to be modified similarly to the north option. The existing sanitary sewer and lift station should suffice the new building loads with both sewer line and pump station improvements.


75

Required Infrastructure Improvements (Block J)



Cost (000)




HospitalExpansion=134’(+/-8,400CUYD) $110 XPost-Acute=135’(+/-2,000CUYD) $26 XParkingGarage=136’(+/-4,500CUYD) $59 XStormwater Treatment Prerequisite

RevisedWestPond(+/-7,000CUYD)(Northhalfofblock) $77 X X XSouthPond(+/-14,000CUYD)(Southhalfofblock) $154 X X X X X X X X XStorm Sewer Prerequisite

SewerST-JfromST-FtoOS-A(+/-250LF) $28 X XSewerOS-AwestofST-J(+/-300LF) $33 X XSewerOS-BfromST-JtoST-D(+/-250LF) $22 XSewerST-IwithST-EoutfalltoSouthPond(+/-200LF) $22 X X X X X XHospitalexpansiontomodifiedon-sitestormsewers(+/-500LF) $55 XSanitary Sewer Prerequisite

Sanitarysewerliftstation.(14’diax14’deep,pump,tank,enclosure) $350 X X X X X X X X X X8”SanitaryFM,650’fromstationtoexistFMatintersectionST-C+J $232 X X X X X X X X X X12”sewerOS-AtoST-J(+/-300LF) $23 X X12”sewerST-JfromOS-AtoST-C(+/-450LF) $34 X X16”sewerST-C+ST-EfromST-Jtostation(+/-800LF) $60 X X X X XOption:Post-AcuteandParkingGaragemayconnecttotheexistingseweralongST-Jwithmodificationstotheexistingsanitaryliftstationonly

Domestic + Fire Water Prerequisite

8”watermainrelocationalongST-FfromST-AtoST-J(+/-900LF) $59 XGeneral Utilities (Electrical, Telephone, TV, and Gas) Prerequisite

ServicesavailableadjacenttositeatST-JwithST-F Excluded XRoadway Improvements

StreetscaperoadsegmentST-BfromST-AtoST-J(+/-900LF) $360 X XParksegmentOS-A(+/-2,500SQYD) $188 X

Total $1,892



Bla

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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


Block K

Bla

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Aven

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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


DATE OF ISSUE

SK 017

2012-01-16

REVISION

0


Key

Parcel Lines


N

0 150 3001:3600 @ 11x17

600 ft

OSOSOS-F-F-FF



AAAA

B CCCCCCCCCCCCCCCC

DD

EEEEEEEEE

FFFFFF

GGGGGGGGGGGGGGGG

IIIIIIIII

HHHHHHHHHH

KKKKK

L

JJJJJ





ST-

ST-

ST-

STTTTT

EEE


ST-

ST

ST-

ST-

ST

ST-

ST-

SST-T

ST-T-T-TCCCCCCCCCCC

ST

ST-

ST

SSTT-TTTTTDDDDD

ST-

ST-

ST

SST

SSSSST

SSTTT

DDDDDDDDDDDD

ST-

ST

ST

ST

JJJJ







FOOD / RETAIL

3500.00 GFA

MOB 13000 GFA

MOB13000 GFA

MOB22500 GFA

MOB13000 GFA

CENT ENG PLANT

20000 GFA(2 LEVELS)

MOB10000 GFA

PARKING GARAGE

(6 LEVELS)

MOB98000 GFA


BED TOWER AND ED

EXPANSION

PARKING GARAGE

(6 LEVELS)

MOB100000 GFA

(5 LEVELS)

MOB100000 GFA

(5 LEVELS)

FOOD / RETAIL 15000

GFA

MOB6500 GFA


MOB7500 GFA

MOB7500 GFA

MOB10000 GFA

MOB14000 GFA

MOB12000 GFA

MOB12000 GFA

MOB13000 GFA


MOB17000 GFA

MOB17000 GFA


COMM12000 GFA



POST ACUTE CARE

90000 GFA(5 LEVELS)



COMM8400 GFA

B24 UNITS

B24 UNITS

B24 UNITS

A30 UNITS

A30 UNITS

A30 UNITS


B24 UNITS

A30 UNITS

B24 UNITS

B24 UNITS

B24 UNITSB

24 UNITS

Development Notes

This block is a candidate for Phase I construction. This block is readily accessible to existing support infrastructure without any major modifications.


77



Cost (000)




NorthMOB(K1)=132’(+/-5,500CUYD) $72 XSouthMOB(K2)=133’(+/-6,500CUYD) $85 XStormwater Treatment Prerequisite


SewerST-DfromeastofST-FtoST-I(+/-200LF) $22 X XSewerST-IwithST-EoutfalltoSouthPond(+/-200LF) $22 X X X X X XSanitary Sewer Prerequisite

Sanitarysewerliftstation.(14’diax14’deep,pump,tank,enclosure) $350 X X X X X X X X X X8”SanitaryFM,650’fromstationtoexistFMatintersectionST-C+J $232 X X X X X X X X X X8”sewerST-HfromST-DtoST-E(+/-600LF) $45 X X X X X8”sewerST-EfromST-tostation(+/-800LF) $80 X X X X XNorthMOB(K-1)connectstoseweratST-J(+/-100LF) $8 XDomestic + Fire Water Prerequisite

Connectstoexisting12”watermainalongST-J(+/-100LF) $8 XGeneral Utilities (Electrical, Telephone, TV, and Gas) Prerequisite

ServicesavailableadjacenttoblockatST-JwithST-F Excluded XRoadway Improvements

StreetscaperoadsegmentST-DfromST-ItoST-H(+/-850LF) $340 X XParksegmentOS-B(+/-3,000SQYD) $225 X X

Total $1,643

Required Infrastructure Improvements (Block K)



Bla

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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


Block L

Bla

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Aven

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Ramps to SR 408


A

B C

D

E

F

G

I

H

K

L

J

ST-A

ST-B

ST-D

ST-E

ST-E

ST-C

ST-C

ST-D

ST-D

ST-J

ST-F

ST-G

ST-B

ST-H

ST-Ie

ST-Iw

OS-F

OS-E

OS-DOS-COS-BOS-A


DATE OF ISSUE

SK 016

2012-01-16

REVISION

0


Key

Development Block

Open Space Block


Multi-Use Path

Additional Access




N

0 150 3001:3600 @ 11x17

600 ft

OS-x

X


DATE OF ISSUE

SK 017

2012-01-16

REVISION

0


Key

Parcel Lines


N

0 150 3001:3600 @ 11x17

600 ft

OSOSOS-F-F-FF



AAAA

B CCCCCCCCCCCCCCCC

DD

EEEEEEEEE

FFFFFF

GGGGGGGGGGGGGGGG

IIIIIIIII

HHHHHHHHHH

KKKKK

L

JJJJJ





ST-

ST-

ST-

STTTTT

EEE


ST-

ST

ST-

ST-

ST

ST-

ST-

SST-T

ST-T-T-TCCCCCCCCCCC

ST

ST-

ST

SSTT-TTTTTDDDDD

ST-

ST-

ST

SST

SSSSST

SSTTT

DDDDDDDDDDDD

ST-

ST

ST

ST

JJJJ







FOOD / RETAIL

3500.00 GFA

MOB 13000 GFA

MOB13000 GFA

MOB22500 GFA

MOB13000 GFA

CENT ENG PLANT

20000 GFA(2 LEVELS)

MOB10000 GFA

PARKING GARAGE

(6 LEVELS)

MOB98000 GFA


BED TOWER AND ED

EXPANSION

PARKING GARAGE

(6 LEVELS)

MOB100000 GFA

(5 LEVELS)

MOB100000 GFA

(5 LEVELS)

FOOD / RETAIL 15000

GFA

MOB6500 GFA


MOB7500 GFA

MOB7500 GFA

MOB10000 GFA

MOB14000 GFA

MOB12000 GFA

MOB12000 GFA

MOB13000 GFA


MOB17000 GFA

MOB17000 GFA


COMM12000 GFA



POST ACUTE CARE

90000 GFA(5 LEVELS)



COMM8400 GFA

B24 UNITS

B24 UNITS

B24 UNITS

A30 UNITS

A30 UNITS

A30 UNITS


B24 UNITS

A30 UNITS

B24 UNITS

B24 UNITS

B24 UNITSB

24 UNITS

Development Notes

This block is a candidate for Phase I construction. This west side of this block is readily accessible to existing support infrastructure without any major modifications. The east side of the block will require the infrastructure noted in the summary on the facing page.


79

Required Infrastructure Improvements (Block L)



Cost (000)




MOB+Retail=130’(+/-11,000CUYD) $143

ParkingGarage+CEP=130’(+/-10,000CUYD) $130

Stormwater Treatment Prerequisite


SewerST-DfromST-CtoST-I(+/-300LF) $33

SewerST-IwithST-EoutfalltoSouthPond(+/-200LF) $22 X X X X X XSanitary Sewer Prerequisite

Sanitarysewerliftstation.(14’diax14’deep,pump,tank,enclosure) $350 X X X X X X X X X X8”SanitaryFM,650’fromstationtoexistFMatintersectionST-C+J $232 X X X X X X X X X X8”sewerST-DfromST-CtoST-I(+/-600LF) $45 X X16”sewerST-EfromST-Jtostation(+/-800LF) $80 X X X X XOption:CEPandParkingGaragemayconnecttotheexistingseweralongST-Jwithmodificationstotheexistingsanitaryliftstationonly

Domestic + Fire Water Prerequisite

8”watermainandhydrantST-CfromST-JtoST-D(+/-400LF) $20 X X8”watermainandhydrantalongOS-BfromST-JtoST-D(+/-400LF) $26 XOption:CEPandParkingGaragemayconnecttotheexisting12”watermainalongST-J

General Utilities (Electrical, Telephone, TV, and Gas) Prerequisite

UtilityLoopST-HtoST-EtoST-Cconnecttoexist’gservicesalongST-J Excluded X X X X X XOption:CEPandParkingGaragemayconnecttoservicesadjacenttositeatST-JwithST-C

Roadway Improvements

StreetscaperoadsegmentST-CfromST-DtoST-J(+/-900LF) $360 X XRoadsegmentST-DfromST-ItoST-E(+/-850LF) $850 X XIntersectionrealignmentofST-CwithST-D $50 X X X XParksegmentOS-B(+/-3,000SQYD) $225 X X

Total $2,447

Note:CentralEnergyPlantincludedinthisblock(costestimatedat$20M)


04 Indicative Build-Out ExamplesThe illustrative vision for the fully built-out campus executed over a long time horizon


81

Figure 28 Illustrative View of Campus Buildout Looking Southeast (existing above left)

Indicative Build-Out Examples82

Figure 29 Illustrative View of Campus Buildout Looking Northwest (existing above left)


83

Figure 30 Illustrative View of Campus Buildout Looking West

Indicative Build-Out Examples84

Figure 31 Illustrative View of Campus Buildout Looking West Along Street I (Stormwater Boulevard)


85

Figure 32 Illustrative View of Campus Buildout Looking Southeast (existing above right)

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