hcmp

Health Central Campus Master Plan

January 16, 2012

Health Central Campus Master Plan January 2012 Prepared For:

West Orange Healthcare District Richard Irwin, CEO

Prepared By:

AECOM 150 North Orange Avenue Orlando, Florida 32801 407.843.6552

AECOM Project No: 10330263.01 / 60218925 AECOM Contact: Blake.Drury@AECOM.com

In Collaboration With:

GAI Consultants TLC Engineering for Architecture Real Estate Research Consultants Inc. Robins & Morton Š 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 02 Organizational Concept 03 Frameworks + Capacities 04 Indicative Build-Out Examples

6 28 34 80

01 Background Understanding General 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

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.

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 multimodal transportation connections that can adapt to a wide range of future, Figure 1 Campus Master Plan - Overall Organization

Campus Ma Contents +

Health Central Campus Master Plan Organizational Concept Land Plan

Frameworks + Capacities Blocks

Programmatic Organization

Streets

Indicative Build-Out Examples

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

Background Understanding

Introduction

7

Open Space

Supporting Infrastructure

Campus Master Plan Informs Campus and Building Business Planning Process N.T.S.

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Figure 2 1947 Aerial Photograph - Existing Campus Boundaries Highlighted

Background Understanding

Health Central Campus Master Plan

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Figure 2 1990 Aerial Photograph - Existing Campus Boundaries Highlighted

Figure 3 1995 Aerial Photograph - Existing Campus Boundaries Highlighted

Figure 4 2002 Aerial Photograph - Existing Campus Boundaries Highlighted

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Figure 5 2011 Aerial Photograph - Existing Campus Boundaries Highlighted

Background Understanding

Health Central Campus Master Plan

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.

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Background Understanding

Primary + Secondary Primary + Second Service Areas Service Areas

Lake Apopka

SR-50

Turnpike SR-50 9

SR-42

SR-408

SR-50

Turnpike Lake County Orange County

Lake County Orange County

SR-50

Seminole County Orange County

Seminole County Orange County

Lake Apopka

9

SR-42

Tur n

pik

e

I-4

SR-408

Tur n

pik

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I-4

Key Health Central Campus

Key

Primary Service Area

Health Central Campus

Secondary Service Area

Primary Service Area Secondary Service Area

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Figure 6 Health Central Primary + Secondary Service Areas

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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 3 The 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 pedestrianfriendly 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 Conditions The 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 Ordinance The 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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Background Understanding

Future L

Blackwood Avenue

West Colonial Drive / SR 50

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Old W

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Conservation

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High Density

Medium Den

Professional

Public Facilit

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Figure 7 Campus Future Land Use Designations

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Future Land Use

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Future Land Use The 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 nonresidential 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.

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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.

Key Conservation / Floodplain High Density Residential Medium Density Residential Professional Offices and Services Public Facilities / Institutional Health Central Campus Boundary

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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.

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

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

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

Max Density/ Acres Intensity

Max Development Potential

Previously in City HDR

High Density Residential

13.48

16 du/acre

216

units

PS

Professional Offices and Services

19.91

INST

Public Facilities/Institutional

33.04

3.0 FAR

2,601,839

sq ft

N/A

(To be determined)

Recent Annexations CONS

Conservation

MDR

Medium Density Residential

PS

Professional Offices and Services

2.80 15.78

N/A

N/A

8 du/acre

126

units

114,998

sq ft

0.88

3.0 FAR

ROW to be Abandoned MDR

Medium Density Residential

3.33

8 du/acre

PS

Professional Offices and Services

0.38

3.0 FAR

27

units

49,658

sq ft

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Background Understanding

Zoning

Blackwood Avenue

West Colonial Drive / SR 50

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C1 C2 PS R3

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Figure 8 Campus Zoning Designations

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Zoning

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Zoning While 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.

Zoning Name

Acres

Previously in City C-2

Community Commercial

32.94

P-S

Professional Offices and Services

20.18

R-3

Multi-Family Residential

13.48

Recent Annexations C-1

Neighborhood Shopping

R-3

Multi-Family Residential

0.65 16.85

ROW to be Abandoned R-3

Multi-Family Residential

3.72

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Background Understanding

Existing D B C C E

C B C

D B C B D

Blackwood Avenue

A B B B A

B B B

C D D C D

West Colonial Drive / SR 50 D C C C D

31%

218 spaces E 43%

E

E

Service A C C B A

700 spaces

E

50 spaces 218 spaces

Key

200 spaces

Primary Veh

45 spaces

Primary Ped

Surface Park

08 R4

B B B

Parking Acce

oS st

8%

B B B

Vehicular Dr

mp

D B C C D

Ra

C C C B D

Health Centr

Flood Zone 窶連

14%

Wet Retentio

Dry Retentio

C A C B C

Old W

C B C A C

inter

Gard

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4%

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R 439 C C C B C

C C C C C

E

Outpatient E

E

Inpatient En

E

Public Emer

E

Ambulance E

4%

Existing Traf

C C C C C

Existing AM

C C C C C

Existing PM

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Figure 9 Existing Campus Conditions

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Existing Conditions

Existing Access and Circulation

Key

Health Central Property Boundary Primary Vehicular Ingress / Egress

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Vehicular Drop-off / Entry Route Parking Access

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Primary Pedestrian Route

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Surface Parking Area

08

Flood Zone ‘A’ Wet Retention Basin Dry Retention Basin

E

Outpatient Entry

E

Inpatient Entry / Discharge

E

Public Emergency Entry

E

Ambulance Emergency Entry

4%

Existing Traffic Distribution

C C C C C

Existing AM Intersection Level of Service

C C C C C

Existing PM Intersection Level of Service

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.

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.

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.

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

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ITE Code Intensity

Daily Trip Ends

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

PM Peak-Hour Trip Ends In

AM Peak-Hour Trip Ends

Out

In

Out

Total

%

Trips

%

Trips

Total

%

Trips

%

Trips

Hospital

610

179 Beds

2,114

234

36%

84

64%

150

204

71%

145

29%

59

Medical Office

720

98 KSF

3,792

339

27%

92

73%

248

225

79%

178

21%

47

5,906

574

398

429

Total

176

323

107

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Background Understanding

Candidate Multi-Modal Transportation District Boundary

Construction Funded 2011/2012 Under Construction

Figure 10 Programmed SR 50 Construction Projects

Construction Funded 2014/2015

Construction Funded 2012/2013

Health Central Campus Master Plan

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

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// 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 Access Pedestrian 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 crosswalk striping exist at all applicable access points.

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Background Understanding

Existing Location

Blackwood Avenue

West Colonial Drive / SR 50

LS

mp

Ra

LS

oS st 08 R4

Dashed utilities to be removed during ROW vacation process

Key

Health Centr Watermain

Gravity Sewe

Old W

inter

Sanitary For

Gard

en Ro

Lift Station

LS

ad / S

Bright House

R 439

Lake Apopka

Progress En MCI/AT&T

Utility Easem

N

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Figure 11 Existing Site Utilities

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Existing Utility Locations

Existing Site Infrastructure Existing Sanitary System Existing 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.

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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.

S to

Health Central Property Boundary

08

R4

Key

Watermain Gravity Sewer Sanitary Force Main Lift Station

LS

Bright House Lake Apopka Gas Progress Energy MCI/AT&T Utility Easement

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Ocoee replaced the of original 12-inch diameter pressure trunkline along SR50 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 Water A 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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Progress Energy - Electrical Power There 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.

Background Understanding

AT&T - Communications, Telephone AT&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, CATV Bright 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.

Health Central Campus Master Plan

Comcast Cable - Communications, CATV Comcast 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.

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Verizon Business / MCI - Communications, Telephone Verizon 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 Gas Lake 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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Background Understanding

Existing Facilitie

Blackwood Avenue

West Colonial Drive / SR 50

West Pond

East Pond

EAST BASIN

WEST BASIN

BASIN 1

Pond 1

LS

BASIN 3

Pond 3

BASIN 2 EAST BASIN

Pond 2

oS st

mp

Ra 08 R4

Old W

inter

Key

Gard

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ad / S

Health Centr

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Drainage Ba Stormwater Stormwater LS

Stormwater

N

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Figure 12 Existing Site Drainage Basins

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Existing Stormwater Facilities

Site Drainage

s mp Ra S to 08

R4 Key

Health Central Property Boundary Drainage Basin Boundary Stormwater Gravity Main Stormwater Force Main LS

Stormwater Lift Station

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Existing Stormwater Treatment Ponds The 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.

Existing Storm Sewers The 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.

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 Permits The site currently has multiple St. John’s River Water Management District (SJRWMD) Environmental Resource Permits (ERP) that regulate the existing developed areas.

02 Organizational Concept The “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

Health Central Campus Master Plan

Intent

Drivers of the Campus Plan

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.

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

29

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

Tower Tower

Retail Retail Hospital Functional Diagram Level Five

Parking Parking Parking Parking Garage Garage Garage Garage

Hospital Hospital Four BlackwoodLevel Avenue

MOB MOB

Level Two Level Three

MOB MOB

PostPostAcute Acute

Level Two

Retail Retail

MOB MOB

B B

garking rking e arage arage AWING NO.

Pk

Retail Retail 30 Frameworks + Capacities

Level Three

Retail Retail

Key

Pkg Pkg Level One

MOB Admin

Level One

D+T

CEP

Admin

Vertical Circulation

Materials

N.T.S.

MOB

MOB

Vertical Circulation

Connected (Medical Village) Connected (Medical Village) SK 007

Proximate (Support) Proximate (Support) Figure 14 Existing Campus Functional

REVISION

DATE OF ISSUE 2012-01-16

0

Pkg Pkg Garden Bed Bed Level TowerTower RetailRetail N.T.S.

SK 007

Hospital Hospital REVISION

MOB MOB TE OF ISSUE 2012-01-16

0

Bed Bed TowerTower

RetailRetail

Parking Parking Parking Parking Garage Garage Garage Garage

Figure 15 Conceptual Integrated (Hospital Core) Functional

Organization

Pkg Pkg

Health Central Campus Master Plan MOB Pkg Pkg

MOB

Orlando, Florida www.aecom.com

RetailRetail

Hospital Hospital

MOB MOB

Organization

RetailRetail

Parking Parking Garage Garage

RetailRetail MOB MOB

Pkg Pkg

MOB MOB

MOBMOB Pkg Pkg

MOB

PostAcute Pkg

Health Central Campus Master Plan Figure 13 Exploded Hospital Functional Diagram DRAWING NO.

Parking Parking Garage Garage

MOB MOB

CEP Garden Level

B To

Retail

Resi ResiHospital

MOB Pkg Pkg MOB

MOB

Materials

Connec

Pkg

Bed Tower

MOB MOB

Nursing

D+T

Pkg Pkg

Cancer Cancer

Key

Nursing

Integrated (Hospital Core)

Cancer Post-Post- RetailRetailCancer AcuteAcute MOB Pkg Pkg

MOBMOB MOBMOB

MOB

Figure 16 Conceptual Connected (Health Village) Functional Organization

MOB MOB

Pkg Pkg

Cancer Post-Post- RetailRetailCancer AcuteAcute MOB Pkg Pkg

MOBMOB

Resi Resi

MOB

Figure 17 Conceptual Proximate (Support) Functional Organization N.T.S. N.T.S.

Health Central Campus Master Plan

31

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.

Parking Parking Garage Garage

Hospital

Retail

MOB

MOB MOB

Pkg

MOB

MOB

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.

PostAcute

Cancer

Retail

Pkg

Connected (Medical Village)

Pkg

Bed Tower

Hospital

Parking Parking Garage Garage MOB

Bed Tower

Retail

Hospital

Parking Parking Garage Garage

MOB

Proximate (Support)

Pkg

Figure 18 Conceptual Overall Campus Functional Organization Retail

Resi MOB

Pkg

Integrated (Hospital Core)

MOB MOB

Retail Retail

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.

Bed Tower

Pkg

Bed Tower

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.

C C

Pkg Retail

Retail

Retail

Hospital

MOB

Pkg

MOB

Parking Garage

MOB

Retail

Pkg

32

Organizational Concept

Lan

P

P

H

H Integrated (Hospital Core)

Connected (Medical Village)

Proximate (Support) Key

H

P

Figure 19 Conceptual Land Planning Diagram

N.T.S.

Four BlackwoodLevel Avenue

Health Central Campus Master Plan

33

Level Three

Land Planning Concept Projected Hospital Growth Paths

The Land Plan

Figure 20 Projected Hospital Growth Paths

Key Orlando, Florida

www.aecom.com Hospital Core

H

Hospital Expansion Areas Visual Corridors Externally-Oriented Sites Health Village Green Spine Support Sites

P

Potential Central Parking Locations Street Network

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.

Level Two

Key

N

D

M

A

Level One

M

C

V

Garden Level N.T.S.

DRAWING NO.

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REVISION 0

Heal

03 Frameworks + Capacities The 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

Health Central Campus Master 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 multimodal 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 Scenarios The 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.

36

Frameworks + Capacities

Block Fr

Development B Description Block A Block B Block C Block D Block E Block F Block G Block H Block I Block J Subtotal

West Colonial Drive / SR 50

OS-F

ST-B

D ST-

Blackwood Avenue

ST-C

A

B

C

Open Space Description OS-A OS-B OS-C OS-D OS-E OS-F

ST-E

ST-C

D

ST-D

L

ST-A

OS-E

Subtotal

ST-Iw

OS-B

OS-A

J

OS-C

OS-D

Street Rights-o Subtotal

ST-Ie ST-J

Total Property

K

STB

F

ST-D

I

mp

Ra

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H G Old W

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08 R4

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oS st

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ST-G

Gard

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en Ro

Key

ad / S

X

Developmen

OS-x

Open Space

R 439

Street RightStormwater

Heath Centra

Hospital Cor

Health Centr

N

0

Figure 21 Proposed Block Plan

Orlando, Florida www.aecom.com

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37

Block Framework Plan Development Blocks Description Land Area Block A 173,983 SF Block B 32,133 SF Block C 143,895 SF Block D 136,113 SF Block E 464,456 SF Block F 192,659 SF Block G 243,490 SF Block H 76,545 SF Block I 147,089 SF Block J 575,756 SF Subtotal 2,418,986 SF

Acreage 3.99 ac.

0.74 ac.

3.30 ac.

3.12 ac.

10.66 ac.

4.42 ac.

5.59 ac.

1.76 ac.

3.38 ac.

13.22 ac.

55.52 ac.

Open Space Description OS-A OS-B OS-C OS-D OS-E OS-F

Land Area 16,779 SF 27,024 SF 59,924 SF 480,693 SF 186,692 SF 232,867 SF

Acreage 0.39 ac.

0.62 ac.

1.38 ac.

11.04 ac.

4.29 ac.

5.35 ac.

Subtotal

1,003,979 SF

23.07 ac.

Street Rights-of-Way Subtotal Total Property

598,339 SF

13.74 ac.

3,940,808 SF

90.5 ac.

Organization The 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.

s mp Ra

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

S to 08

R4 Key X

Development Block Open Space Block

OS-x

Street Right-of-Way Stormwater Treatment (may be wet or dry) Heath Central Hospital Hospital Core Growth Path Health Central Campus Boundary

N

0

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Block Framework

300

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Earthwork and Grading The 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.

38

Frameworks + Capacities

Street F

West Colonial Drive / SR 50

ST-C

D ST-

Blackwood Avenue

ST-B

ST-E

ST-C

ST-D

ST-A

ST-Iw

ST-Ie ST-J ST-D

STB

mp

Ra

ST-F

Old W

inter

Gard

en Ro

08 R4

ST-E

oS st

ST-H

ST-G

ad / S

Key

R 439

New Street A Streetscape

Existing Stre

Health Centr

N

0

Figure 22 Proposed Street Plan

Orlando, Florida www.aecom.com

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39

Street Framework Plan

Street Framework

s mp Ra

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 energyintensive: // Non-motorized means (walking and cycling); // Lightweight motorized means (scooter); // Transit; // Carpooling; and // Single-occupant vehicles.

S to 08

R4

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

Key New Street Alignment with Streetscape Streetscape on Existing Street Alignment Existing Street Alignment Unchanged Health Central Campus Boundary

N

0

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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.

40

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 Construction Two 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.

Frameworks + Capacities

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)

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

FURNITURE/LANDSCAPE ZONE

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.

WALKING ZONE

The width of zone providing interface between traveled way and 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 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

Health Central Campus Master Plan

41

Illustrative Thoroughfare Elements Illustrative Thoroughfare Elements Streetscapes The 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.

Il E

Ke

Tra

Key

Str

Traveled Way Through Lane Bike Lane Key

On-Street Parking

Traveled Way

Streetside Zones

Through Lane

Curbside Zone

Bike Lane

Furnishing / Landscape Zone

On-Street Parking

Walking Zone Frontage Zone

Streetside Zones

Figure 22 Illustrative Organization of Streetscape Elements Curbside Zone

Furnishing / Landscape Zone Orlando, Florida

Walking www.aecom.com Zone Frontage Zone

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Sa

42

Frameworks + Capacities

Typical Street Sections Primary Pedestrian Corridors

between Streets E+H) Entries (Street A)

n of Street I) Entries (Street D)

Key

Block Development Area Traveled Way Through Lane

Drives (Street E)

Bike Lake On-Street Parking Median Streetside Zones Curbside Zone Furnishing/Landscape Zone Walking Zone Frontage Zone

Health Central Campus Master Plan

43

Typical Street Sectio Primary Pedestrian Corridors

et D between Streets E+H) Drives (Street B)

nsion of Street I)

Secondary Pedestrian Street (Streets D+E south of Street H) DRAWING NO.

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DATE OF ISSUE 2012-01-16

Key

Block Development Area Traveled Way Through Lane

Secondary Pedestrian Street (Street C)

Bike Lake On-Street Parking Median Streetside Zones Curbside Zone Furnishing/Landscape Zone Walking Zone Frontage Zone

44

Frameworks + Capacities

Typical Street Sections Primary Pedestrian Corridors

Pedestrian Street (Street D between Streets E+H) betweenPrimary Streets E+H)

Connective Plaza (Western extension of Street I) n of Street I)

Key

Block Development Area Traveled Way Through Lane

Park Boulevard (Street I)

Bike Lake On-Street Parking Median Streetside Zones Curbside Zone Furnishing/Landscape Zone Walking Zone Frontage Zone

Health Central Campus Master Plan

45

Typical Street Sectio Primary Pedestrian Corridors

et D between Streets E+H) Secondary Pedestrian Street (Street C)

nsion of Street I) Service Street (Streets F+H)

Key

Block Development Area Traveled Way

Primary Service Street (Street J)

Through Lane Bike Lake On-Street Parking Median Streetside Zones Curbside Zone Furnishing/Landscape Zone Walking Zone Frontage Zone

46

Frameworks + Capacities

Public R Framew West Colonial Drive / SR 50

OS-F

ST-B

D ST-

Blackwood Avenue

ST-C

A

B

C

ST-E

ST-C

D

ST-D

L

ST-A

OS-E

ST-Iw

OS-B

OS-A

J

OS-C

OS-D

ST-Ie ST-J

K

STB

F

ST-D

I

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Key

Gard

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Developmen

OS-x

Open Space

Primary Build

ad / S

R 439

Multi-Use Pa

Additional Ac

Future Trans

Potential Fut

Health Centr

N

0

Figure 23 Proposed Public Realm Plan

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Public Realm Framework Plan

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.

s mp Ra S to 08

R4 Key Development Block

X OS-x

Open Space Block Primary Building Frontage (Facade located at back of sidewalk) Multi-Use Path Additional Access Future Transit Corridor Reservation Potential Future Transit Station Location Health Central Campus Boundary

N

0

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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

48

Frameworks + Capacities

Concept

Key

Basin Bound

Storm Sewe Pond Area Lot Line

N

0

Figure 24 Proposed Site Drainage Plan

Orlando, Florida www.aecom.com

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Conceptual Drainage Map

Site Drainage Stormwater Treatment Ponds The 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

Key

Basin Boundary Storm Sewer Pond Area Lot Line

N

0

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

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

Proposed Pond Outfalls The 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.

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

Storm Sewers Most 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

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.

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.

50

Frameworks + Capacities

Concept Sewer S

Key

Sanitary Sew

Sanitary For

Sanitary Str Lot Line

N

0

Figure 25 Proposed Sanitary Sewer System Plan

Orlando, Florida www.aecom.com

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Conceptual Sanitary Sewer System Map

Sanitary Sewer System Sanitary Sewers The 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 10feet 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.

Key

Sanitary Sewer Sanitary Force Main Sanitary Structure Lot Line

N

0

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1:3600 @ 11x17

REVISION

300

600 ft

Lift Stations The 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 wetwell. 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 STJ, 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 Main The 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.

52

Frameworks + Capacities

Concept System

Key

Water Main

Fire Hydrant

Point-of-Con Lot Line

N

0

Figure 26 Proposed Fire and Domestic Water System Plan

Orlando, Florida www.aecom.com

150

1:3600 @ 11x17

DRAWING NO.

SK 020

DATE OF ISSUE 2012-01-16

REVISION 0

Health Cen

Health Central Campus Master Plan

53

Conceptual Water Main System Map

Fire and Domestic Water System 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.

Key

Sanitary Permitting The 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.

Water Main Fire Hydrants Point-of-Connection Lot Line

N

0

150

1:3600 @ 11x17

REVISION

300

600 ft

Proposed Water Main The 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 Mains Is 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 Permitting The 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.

54

Frameworks + Capacities

Concept Utilities

Key

Electrical Po Gas Telephone / Lot Line

N

0

Figure 27 Proposed General Utilities System Plan

Orlando, Florida www.aecom.com

150

1:3600 @ 11x17

DRAWING NO.

SK 021

DATE OF ISSUE 2012-01-16

REVISION 0

Health Cen

Health Central Campus Master Plan

55

Conceptual General Utilities Map

General Utilities Services Central Energy Plant The 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 hospitalrelated 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.,

Key

Electrical Power Gas Telephone / CATV Lot Line

N

0

150

1:3600 @ 11x17

REVISION

300

600 ft

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 postacute or nursing facility (90KSF), for a total area served by the new CEP of 753KSF.

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

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

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.

Electrical Power All 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.

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.

Frameworks + Capacities

56

Block A

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.

OS-D

Block Framework Plan

Illustrative Buildout

oS st

mp

Ra West Colonial Drive / SR 50

Key

OS-F X

ST-B

A

Development Block

OS-x

Open Space Block

D ST-

Blackwood Avenue

FOOD / RETAIL 3500.00 GFA

B

C

STST STTC

A

ST-C

E

08

R4

A1

OS-F OS -F F

STST T-B T-

OS-E

Primary Building Frontage (Facade located at back of sidewalk) Multi-Use Path Additional Access

A2

Future Transit Corridor Reservation

ST-C

Potential Future Transit Station Location

ST-E

BED TOWER AND ED EXPANSION FOOD / RETAIL 5000.00 GFA

Health Central Campus Boundary

D

ST-D

L

N

ST-A

CENT ENG PLANT 20000 GFA (2 LEVELS)

STST T-A T 279 Total Hospital Beds

CEP FUTURE EXPANSION

MOB 98000 GFA FOOD / RETAIL 5000.00 GFA

MOB 17000 GFA

ST-Iw

J

OS-A

OS-B

0

150

300

1:3600 @ 11x17

O

O -A OS A

ST-Ie

K

ST-

S

OS-D J

POST ACUTE CARE 90000 GFA (5 LEVELS)

F

I

PARKING GARAGE (6 LEVELS)

S

ST J ST-

ST-J

I

OS-C

600 ft

Health Central Campus Master Plan

57

Required Infrastructure Improvements (Block A) Supporting Infrastructure Elements

Total Order of Magnitude Cost (000)

Costs Shared With Block . . .

A

B

C

D

E

F

G

H

I

J

K

Earthwork + Grading (Proposed Finish Floor Elevations) Retail (A2) = 131’ (+/- 11,000 CUYD)

$143

X

$78

X

Revised West Pond (A2) (+/- 7,000 CUYD)

$77

X

Revised East Pond (A1) (+/- 14,500 CUYD)

$160

X

Sewer lines ST-C at ST-B

$17

X

ST-B outfall into West Pond

$61

X

Lateral connection to Blackwood ROW (A2)

$8

X

Sanitary sewer line ST-C at ST-B (A1)

$8

X

6” water main + hydrant (+/- 220LF) (A2)

$15

X

6” water main + hydrant (+/- 110LF) (A1)

$7

X

Service laterals to Blackwood Ave. ROW (A2)

Excluded

X

Services to connect at intersection of ST-C + ST-J (+/- 350LF) (A1)

Excluded

X

ST-C connection to Colonial Drive (right-in/right-out) (A2)

$350

X

Streetscape road Segment ST-B from ST-A to ST-C

$560

X

Food/Retail (A1) = 128’ (+/- 6,000 CUYD) Stormwater Treatment Prerequisite

X

X

X

Storm Sewer Prerequisite

Sanitary Sewer Prerequisite

Domestic + Fire Water Prerequisite

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

Roadway Improvements

Total

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

$1,484

X

L

Frameworks + Capacities

58

Block B

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.

OS-D

Block Framework Plan

Illustrative Buildout

West Colonial Drive / SR 50

08

R4

oS st

mp

Ra

Public Real Framework

OS-x

C

A

MOB 13000 GFA

MOB 13000 GFA

OS-F OS -F F

STST T-B T-

D ST-

D ST-

B

Open Space Block

STST STTC

ST-C

Development Block

X

OS-F

ST-B

FOOD / RETAIL 3500.00 GFA

Key

E

B

Primary Building Frontage (Facade located at back of sidewalk)

OS-E

C

Multi-Use Path

Additional Access

ST-E

ST-C

MOB 13000 GFA

MOB 22500 GFA

Future Transit Corridor Reservation Potential Future Transit Station Location

ST STS T T-E

ST STTC T-

BED TOWER AND ED EXPANSION

FOOD / RETAIL Health Central Campus Boundary 5000.00 GFA

MOB 10000 GFA

D

279 Total Hospital Beds

OS-B

OS-A

0

OS-C150

300

600 ft

1:3600 @ 11x17

OS-D J

POST ACUTE CARE 90000 GFA (5 LEVELS)

MOB 7500 GFA

OS-C OS C STS TT IIe e

MOB 100000 GFA (5 LEVELS)

ST J ST-

ST-J

MOB 13000 GFA

K

S

S

I

PARKING GARAGE (6 LEVELS)

MOB 7500 GFA

STST STT Iw w

OS-B

O -A OS A

ST-Ie

K

D MOB 40000 GFA (3 LEVELS)

MOB 6500 GFA

FOOD / RETAIL 15000 GFA

MOB 17000 GFA

ST-Iw

PARKING GARAGE (6 LEVELS)

CEP FUTURE EXPANSION

MOB 98000 GFA FOOD / RETAIL 5000.00 GFA

J

L

CENT ENG PLANT 20000 GFA (2 LEVELS)

STST T-A T

CANCER CTR 35000 GFA (2 LEVELS)

ST-D STST

ST-D

L

N

MOB 30000 GFA (2 LEVELS)

MOB 12000 GFA

Health Central Campus Master Plan

59

Required Infrastructure Improvements (Block B) 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) North MOB = 124’ (+/- 2,600 CUYD)

$34

X

South MOB = 128’ (+/- 5,100 CUYD)

$66

X

Stormwater Treatment Prerequisite Revised East Pond (+/- 14,500 CUYD)

$160

X

X

Storm Sewer Prerequisite Outfall to East Pond from parking lot (+/- 100LF)

$11

X

Sanitary sewer lift station. (14’ dia x 14’ deep, pump, tank, enclosure)

$350

X

X

X

X

X

X

X

X

X

X

8” Sanitary FM, 650’ from station to exist FM at intersection ST-C + J

X

X

X

X

X

X

X

X

Sanitary Sewer Prerequisite $232

X

X

8” sewer ST-D from SR-50 to ST-E (+/- 600LF)

$45

X

X

16” sewer ST-E from ST-D to station (+/- 800LF)

$80

X

X

8” water main and hydrant ST-C from ST-J to ST-D (+/- 400LF)

$26

X

8” water main and hydrant ST-D from ST-C to SR-50 (+/- 400LF)

$26

X

Excluded

X

$160

X

X

$50

X

X

$225

X

X

X

X

X

Domestic + Fire Water Prerequisite

X X

General Utilities (Electrical, Telephone, TV, and Gas) Prerequisite Service connections available at intersection of ST-C with ST-J Roadway Improvements Streetscape road segment ST-D from SR-50 to ST-C (+/- 400LF) Intersection realignment of ST-C with ST-D Signalization for intersection ST-D with SR-50

Total

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

$1,465

X

X

60

Block C

Frameworks + Capacities

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.

OS-D

Block Framework Plan

Illustrative Buildout

oS st

mp

Ra

Public Realm Framework Plan

West Colonial Drive / SR 50

08

R4

A

MOB 13000 GFA

Primary Building Frontage (Facade located at back of sidewalk)

D ST-

D ST-

Open Space Block

OS-E

MOB 13000 GFA

OS-F OS -F F

Development Block STST T-B T-

X OS-x

C

STST STTC

Key

E B

FOOD / RETAIL 3500.00 GFA

B

C

OS-E OS -E -E

Multi-Use Path Additional Access

ST-E

ST-C

D

Health Central Campus Boundary

MOB 10000 GFA

N

STST T-A T

OS-C

O -A OS A

600 ft

S

MOB 7500 GFA

STST STT Iw w

OS-B

OS-C OS C

K

OS OS

STS TT IIe e MOB 13000 GFA

ST STS T

I

PARKING GARAGE (6 LEVELS)

MOB 10000 GFA MOB 7500 GFA

MOB 100000 GFA (5 LEVELS)

ST J ST-

ST-

F

300

1:3600 @ 11x17

ST-Ie

K

OS-D J 150

0

D MOB 40000 GFA (3 LEVELS)

MOB 6500 GFA

FOOD / RETAIL 15000 GFA

MOB 17000 GFA

ST-Iw POST ACUTE CARE 90000 GFA (5 LEVELS)

PARKING GARAGE (6 LEVELS)

CEP FUTURE EXPANSION

MOB 98000 GFA FOOD / RETAIL 5000.00 GFA

OS-B

L

CENT ENG PLANT 20000 GFA (2 LEVELS)

279 Total Hospital Beds

CANCER CTR 35000 GFA (2 LEVELS)

ST-D STST

ST-D

L

ST STS T T-E

ST STTC T-

BED TOWER AND ED

EXPANSION Potential Future Transit Station Location FOOD / RETAIL 5000.00 GFA

MOB 13000 GFA

MOB 22500 GFA

Future Transit Corridor Reservation

MOB 30000 GFA (2 LEVELS)

MOB 12000 GFA

MOB 12000 GFA MOB 14000 GFA

F

Health Central Campus Master Plan

61

Required Infrastructure Improvements (Block C) 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) North MOB (C1) = 118’ (+/- 8,900 CUYD)

$116

X

South MOB (C2) = 125’ (+/- 4,400 CUYD)

$57

X

$22

X

$154

X

Outfall to Pond-1 (+/- 200LF) (C1)

$22

X

Sewer ST-E from east of ST-D to west of ST-I (+/- 650LF)

$72

X

X

Stormwater Treatment Prerequisite Revised Pond 1 (C1) (+/- 2,000 CUYD) South Pond (C2) (+/- 14,000 CUYD)

X

X

X

X

X

X

X

X

Storm Sewer Prerequisite

Sanitary Sewer Prerequisite Sanitary sewer lift station. (14’ dia x 14’ deep, pump, tank, enclosure)

$350

X

X

X

X

X

X

X

X

X

X

8” Sanitary FM, 650’ from station to exist FM at intersection ST-C + J

$232

X

X

X

X

X

X

X

X

X

X

8” sewer ST-D from SR-50 to ST-E (+/- 600LF)

$45

X

X

16” sewer ST-E from ST-D to station (+/- 800LF)

$80

X

X

X

X

X

X

X

Domestic + Fire Water Prerequisite 8” water main and hydrant ST-C from ST-J to ST-D (+/- 400LF)

$26

8” water main and hydrant ST-D from ST-C to SR-50 (+/- 400LF)

$26

X

X

General Utilities (Electrical, Telephone, TV, and Gas) Prerequisite Utility Loop ST-H to ST-E to ST-C connect to exist’g services along ST-J

X

Excluded

X

X

X

X

X

Roadway Improvements Streetscape road segment ST-D from SR-50 to ST-C (+/- 400LF) Intersection realignment of ST-C with ST-D Signalization for intersection ST-D with SR-50

Total

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

$160

X

X

$50

X

X

$225

X

X

$1,637

X

X

Frameworks + Capacities

62

Block D

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).

Public Realm Framework Plan OS-D West Colonial Drive / SR 50

Block Framework Plan

Illustrative Buildout

Ra

OS-E

D ST-

C

MOB 13000 GFA

OS-F OS -F F

oS st

D ST-

B

MOB 13000 GFA

STST T-B T-

mp

A

STST STTC

FOOD / RETAIL 3500.00 GFA

B

C

OS-E OS -E -E

08

R4

E

ST-C

Key

ST-E

Development Block

X OS-x

MOB 10000 GFA

Open Space Block Primary Building Frontage (Facade located at back of sidewalk)

STST T-A T

279 Total Hospital Beds

CEP FUTURE EXPANSION

Additional Access

FOOD / RETAIL 5000.00 GFA

POST ACUTE CARE 90000 GFA (5 LEVELS)

ST-Ie

K MOB 17000 GFA

300

600 ST STT--Fft T

MOB 12000 GFA

MOB 12000 GFA MOB 14000 GFA

F

H

ST--H ST ST-

A 30 UNITS

COMM 12000 GFA

08

B 24 UNITS

ST STTE

COMM 18000 GFA (2 LEVELS)

R4

ST-E

ST G ST ST-

oS st

150

1:3600 @ 11x17

mp

0

MOB 30000 GFA (2 LEVELS)

Ra

MOB 100000 GFA (5 LEVELS)

OS--D OS-D OS D

STS TT IIe e MOB 13000 GFA

STB

ST-H

OS-C OS C

ST STS TD

I

ST J ST-

ST-D

F

PARKING GARAGE (6 LEVELS)

MOB 7500 GFA

STST STT Iw w

MOB 100000 GFA (5 LEVELS)

N

MOB 10000 GFA MOB 7500 GFA

OS-B

Potential Future Transit Station Location

O -A A OS-D JHealth Central CampusOS Boundary

OS-C

D MOB 40000 GFA (3 LEVELS)

MOB 6500 GFA

FOOD / RETAIL 15000 GFA

MOB

17000 GFA Future Transit Corridor Reservation

ST-Iw

K

PARKING GARAGE (6 LEVELS)

Multi-Use Path

MOB 98000 GFA

S-B

CANCER CTR 35000 GFA (2 LEVELS)

L

CENT ENG PLANT 20000 GFA (2 LEVELS)

ST-D STST

ST-D

D

ST STS T T-E

ST STTC T-

BED TOWER AND ED EXPANSION FOOD / RETAIL 5000.00 GFA

L

MOB 13000 GFA

MOB 22500 GFA

B 24 UNITS

Health Central Campus Master Plan

63

Required Infrastructure Improvements (Block D) 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) Medical Office Buildings = Avg pad elevation 118’ (+/- 11,000 CUYD)

X

$143

Stormwater Treatment Prerequisite South Pond (+/- 14,000 CUYD)

$154

X

X

Sewer ST-E from east of ST-D to west of ST-I (+/- 650LF)

$72

X

X

Sewer ST-I from ST-D to ST-E (+/- 600LF)

$66

X

Sewer ST-D from ST-E to ST-I (+/- 450LF)

$50

X

Sewer ST-I with ST-E outfall to South Pond (+/- 400LF)

$44

X

X

X

X

X

X

X

Storm Sewer Prerequisite

X

X

X X X

Sanitary Sewer Prerequisite Sanitary sewer lift station. (14’ dia x 14’ deep, pump, tank, enclosure)

$350

X

X

X

X

X

X

X

X

X

X

8” Sanitary FM, 650’ from station to exist FM at intersection ST-C + J

$232

X

X

X

X

X

X

X

X

X

X

X

X

X

8” sewer ST-D from ST-I to ST-E (+/- 600LF)

$45

16” sewer ST-E from ST-D to station (+/- 800LF)

$80

X

X X

X

Domestic + Fire Water Prerequisite 8” water main and hydrant ST-E from ST-D to ST-I (+/- 700LF)

$46

X

8” water main and hydrant ST-D from ST-I to ST-E (+/- 650LF)

$43

X

6” internal block loop connecting to ST-E (+/- 800LF)

$52

X

X

General Utilities (Electrical, Telephone, TV, and Gas) Prerequisite Utility Loop ST-H to ST-E to ST-C connect to exist’g services along ST-J

Excluded

X

X

X

X

X

X

X

X X

X

X

X

X

Roadway Improvements Road segment ST-I from ST-D to ST-E (+/- 650LF)

$650

Road segment ST-E from ST-D to ST-I (+/- 700LF)

$700

Road segment ST-D from ST-I to ST-E (+/- 650LF)

$650

Intersection realignment of ST-C with ST-D Stormwater median treatment

Total

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

$50 $500

$3,927

X

X

X

X

X

Framework Plan

rive / SR 50

Frameworks + Capacities

64

Block E A

Development Notes

STST STTC

FOOD / RETAIL 3500.00 GFA

MOB 13000 GFA

OS-F OS -F F

STST T-B T-

MOB 13000 GFA

D ST-

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 B conjunction with Block G. CThis block shouldOS in the Phase II development of the campus.

Oparticipate S-E -E -E

OS-E

MOB 13000 GFA

MOB 22500 GFA

ST STS T T-E

ST STTC T-

BED TOWER AND ED EXPANSION FOOD / RETAIL 5000.00 GFA

MOB 10000 GFA

OS-D

279 Total Hospital Beds

Block Framework Plan

MOB 7500 GFA

Illustrative Buildout

STST STT Iw w

OS-C OS C

OS--D OS-D OS D

STS TT IIe e

MOB 100000 GFA (5 LEVELS)

ST J ST-

MOB 13000 GFA

MOB 17000 GFA

MOB 12000 GFA

MOB 12000 GFA MOB 14000 GFA

MOB 30000 GFA (2 LEVELS)

ST STS TD

K

oS st

F

08

mp

Ra

R4

MOB 100000 GFA (5 LEVELS)

mp

STB

Ra

PARKING GARAGE (6 LEVELS)

MOB 10000 GFA MOB 7500 GFA

OS-B

O -A OS A

OS-D J

Key

H

X

COMM 12000 GFA

Development Block

OS-x

B 24 UNITS

Open Space Block

ST STTE

COMM 18000 GFA (2 LEVELS)

B 24 UNITS

A 30 UNITS

08 R4

ST-E

ST G ST ST-

B 24 UNITS

ST--H ST ST-

oS st

ST STT--F T

E

MOB 40000 GFA (3 LEVELS)

MOB 6500 GFA

FOOD / RETAIL 15000 GFA

MOB 17000 GFA

POST ACUTE CARE 90000 GFA (5 LEVELS)

I

PARKING GARAGE (6 LEVELS)

CEP FUTURE EXPANSION

MOB 98000 GFA FOOD / RETAIL 5000.00 GFA

C

D

ST-D STST

L

CENT ENG PLANT 20000 GFA (2 LEVELS)

STST T-A T

CANCER CTR 35000 GFA (2 LEVELS)

B 24 UNITS

G

Primary Building Frontage (Facade located at back of sidewalk) COMM Key

E

8400 GFA

Multi-Use Path

B 24 UNITS

Development Block

X

Additional Access

E

A 30 UNITS

B 24 UNITS

B 24 UNITS

OS-x

B Open Space Block 24 UNITS Future Transit Corridor Reservation Primary Building Frontage (Facade located at back of sidewalk) Potential Future Transit Station Location Multi-Use Path Health Central Campus Boundary Additional Access

ad / S

R 439 N

Future Transit Corridor Reservation Potential Future Transit Station Location Health Central Campus Boundary

N

0

150

300

600 ft

1:3600 @ 11x17

0

150

300

600 ft

A 30 UNITS

A 30 UNITS

Health Central Campus Master Plan

65

Required Infrastructure Improvements (Block E) 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) Residential building site grades set to near existing

0

X

Stormwater Treatment Prerequisite South Pond (+/- 14,000 CUYD)

X

$154

X

X

X

X

X

X

X

X

Storm Sewer Prerequisite Sewer ST-H with ST-E outfall to South Pond (+/- 100LF)

$11

X

Sewer ST-E from Old Winter Garden Road to ST-H (+/- 250LF)

$28

X

Sanitary Sewer Prerequisite Sanitary sewer lift station (14’ dia x 14’ deep, pump, tank, enclosure)

$350

X

X

X

X

X

X

X

X

X

X

8” Sanitary FM, 650’ from station to exist FM at intersection ST-C + J

$232

X

X

X

X

X

X

X

X

X

X

$75

X

X

X

X

X

8” water main and hydrant ST-H from ST-J to ST-E (+/- 1,000LF)

$65

X

X

X

X

X

8” water main and hydrant ST-E from OWGR to ST-H (+/- 100LF)

$13

X

8” sewer ST-E from ST-H to station (+/- 1,000LF) Domestic + Fire Water Prerequisite

X

General Utilities (Electrical, Telephone, TV, and Gas) Prerequisite Utility Loop ST-H to ST-E to ST-C connect to exist’g services along ST-J

Excluded

X

X

X

X

X

Roadway Improvements Streetscape road segment ST-E from OWGR to ST-H (+/- 500LF)

Total

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

$200

$1,128

X

X

X

66

Block F

Public Realm Framework Plan

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.

West Colonial Drive / SR 50

A

MOB 13000 GFA

MOB 13000 GFA

OS-F OS -F F

STST T-B T-

D ST-

D ST-

C

STST STTC

FOOD / RETAIL 3500.00 GFA

B

Frameworks + Capacities

B

OS-E

OS-D

C MOB 13000 GFA

MOB 22500 GFA

ST-C

Block Framework Plan

ST-E

ST STS T T-E

ST STTC T-

BED TOWER AND ED EXPANSION

Illustrative Buildout

FOOD / RETAIL 5000.00 GFA

OS-E OS -E -E

MOB 10000 GFA

Ra

mp

279 Total Hospital Beds

oS st

OS-B

08

ST-Ie

ST J ST-

K

Development Block

X

STB OS-x

Open Space Block

MOB 17000 GFA

H

Health Central Campus Boundary

G

E

N

ST--H ST ST-

B 24 UNITS

COMM 8400 GFA

Key X

Old W

inter

OS-x

Gard

en Ro

A 30 UNITS

COMM 12000 GFA

08 R4

Potential Future Transit Station Location

COMM 18000 GFA (2 LEVELS)

ST STTE

Future Transit Corridor Reservation

ST-E

H

ST STT--F T

ST G ST ST-

F

S to

Additional Access

MOB 12000 GFA MOB 14000 GFA

s mp

Multi-Use Path

ST-H

MOB 12000 GFA

MOB 30000 GFA (2 LEVELS)

Ra

Primary Building Frontage (Facade located at back of sidewalk)

OS--D OS-D OS D

STS TT IIe e MOB 13000 GFA

MOB 100000 GFA (5 LEVELS)

ST-F

OS-C OS C

ST STS TD

I

F

ST-D

K

PARKING GARAGE (6 LEVELS)

MOB 7500 GFA

STST STT Iw w

MOB 100000 GFA (5 LEVELS)

Key

E

MOB 10000 GFA MOB 7500 GFA

OS-B

O -A OS A

OS-D J

POST ACUTE CARE 90000 GFA (5 LEVELS)

D MOB 40000 GFA (3 LEVELS)

MOB 6500 GFA

FOOD / RETAIL 15000 GFA

MOB 17000 GFA

R4

OS-C

PARKING GARAGE (6 LEVELS)

CEP FUTURE EXPANSION

MOB 98000 GFA

FOOD / RETAIL 5000.00 GFA

ST-Iw

L

CENT ENG PLANT 20000 GFA (2 LEVELS)

STST T-A T

ST-D STST

D

ST-D

L

CANCER CTR 35000 GFA (2 LEVELS)

B 24 UNITS

G B

Development24 UNITS Block

B 24 UNITS

Open Space Block

B 24 UNITS

Primary Building Frontage (Facade located at back of sidewalk)

ad / S

R 439

Multi-Use Path

0

150

1:3600 @ 11x17

300

600 ft

Additional Access Future Transit Corridor Reservation Potential Future Transit Station Location Health Central Campus Boundary

Health Central Campus Master Plan

67

Required Infrastructure Improvements (Block F) 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) Medical Office Buildings = Avg pad elevation 127’ (+/- 12,000 CUYD)

$156

X

Stormwater Treatment Prerequisite South Pond (+/- 14,000 CUYD)

X

$154

X

X

X

X X

X

X

X

X

Storm Sewer Prerequisite Sewer ST-H from east of ST-D to west of ST-E (+/- 800LF)

$88

X

Sewer ST-E from ST-H to ST-I (+/- 300LF)

$33

X

Sewer ST-I from ST-D to ST-E (+/- 600LF)

$66

Sewer ST-D from ST-H to ST-I (+/- 300LF)

$33

X

Sewer ST-I with ST-E outfall to South Pond (+/- 200LF)

$22

X

X

X

X

X

X

X

X X

Sanitary Sewer Prerequisite Sanitary sewer lift station. (14’ dia x 14’ deep, pump, tank, enclosure)

$350

X

X

X

X

X

X

X

X

X

X

8” Sanitary FM, 650’ from station to exist FM at intersection ST-C + J

$232

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

8” sewer ST-H from ST-D to ST-E (+/- 800LF)

$45

8” sewer ST-E from ST-H to station (+/- 800LF)

$80

X

Domestic + Fire Water Prerequisite 8” water main and hydrant ST-H from ST-J to ST-E (+/- 300LF)

$20

X

8” water main and hydrant ST-E from ST-H to ST-I (+/- 300LF)

$20

X

6” internal block loop connecting to ST-H (+/- 800LF)

$52

X

General Utilities (Electrical, Telephone, TV, and Gas) Prerequisite Utility Loop ST-H to ST-E to ST-C connect to exist’g services along ST-J

Excluded

X

X

X

X

X

X

Roadway Improvements Streetscape road segment ST-D from ST-H to ST-I (+/- 300LF)

$150

Road segment ST-I from ST-D to ST-E (+/- 650LF)

$650

Road segment ST-E from ST-I to ST-H (+/- 300LF)

$300

Stormwater median treatment

$500

Streetscape road segment ST-H from ST-D to ST-E (+/- 1,100LF)

$440

Total

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

$3,391

X X

X

X X

X

X X

X

Framework Plan 68

West Colonial Drive / SR 50

Block G

Development Notes

MOB 13000 GFA

MOB 13000 GFA

This block should participate in the Phase II development of the campus. This block also has the potential STST T-B TOS-F OS -F F 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 B C OS-E OS -E to this -E culvert to connect the pad development to the modified pond is anticipated. Utilities and access western building pad are also available with minor modifications.

D ST-

D ST-

C

STST STTC

FOOD / RETAIL 3500.00 GFA

A B

Frameworks + Capacities

OS-E

MOB 13000 GFA

MOB 22500 GFA

This block including the western-most pad will require additional fill to SSTproperly transition the grades from ST T T-E ST STTC Tthe 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.

ST-E

ST-C

BED TOWER AND ED EXPANSION

FOOD / RETAIL 5000.00 GFA

MOB 10000 GFA

279 Total Hospital Beds

Block Framework Plan

MOB 17000 GFA

H

Primary Building Frontage (Facade located at back of sidewalk)

G

Multi-Use Path

E

inter

en Ro

ad / S

R 439

B 24 UNITS

B

Development24 UNITS Block

OS-x

B 24 UNITS

Open Space Block

B 24 UNITS

Potential Future Transit Station Location

Primary Building Frontage (Facade located at back of sidewalk)

Health Central Campus Boundary

Multi-Use Path Additional Access

N

Future Transit Corridor Reservation Potential Future Transit Station Location Health Central Campus Boundary

0

B 24 UNITS

G

Key X

Future Transit Corridor Reservation

Gard

A 30 UNITS

COMM 12000 GFA

COMM 8400 GFA

Additional Access

Old W

ST--H ST STST STTE

Open Space Block

COMM 18000 GFA (2 LEVELS)

08 R4

OS-x

F

oS st

Development Block

MOB 12000 GFA MOB 14000 GFA

mp

ST-E

ST G ST ST-

X

MOB 12000 GFA

MOB 30000 GFA (2 LEVELS)

Ra ST STT--F T

Key

H

K

MOB 100000 GFA (5 LEVELS)

OS--D OS-D OS D

STS TT IIe e MOB 13000 GFA

STB

08

R4

ST-H

E

STST STT Iw w

OS-C OS C

ST STS TD

oS st

PARKING GARAGE (6 LEVELS)

MOB 7500 GFA

OS-B ST J ST-

mp

ST-F

MOB 7500 GFA

MOB 100000 GFA (5 LEVELS)

I

F

ST-D

K

Ra

ST-Ie

MOB 10000 GFA

Illustrative Buildout

O -A OS A

OS-D J

POST ACUTE CARE 90000 GFA (5 LEVELS)

D MOB 40000 GFA (3 LEVELS)

MOB 6500 GFA

FOOD / RETAIL 15000 GFA

MOB 17000 GFA

ST-Iw

OS-C

PARKING GARAGE (6 LEVELS)

CEP FUTURE EXPANSION

MOB 98000 GFA FOOD / RETAIL 5000.00 GFA

OS-B

L

CENT ENG PLANT 20000 GFA (2 LEVELS)

STST T-A T

ST-D STST

D

ST-D

L OS-D

CANCER CTR 35000 GFA (2 LEVELS)

150

1:3600 @ 11x17

300

600 ft

N

Health Central Campus Master Plan

69

Required Infrastructure Improvements (Block G) 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) Commercial Site = 132’ (+/- 8,500 CUYD)

$111

X

Medical Office Buildings = Avg pad elevation 133’ (+/- 9,000 CUYD)

$117

X

Stormwater Treatment Prerequisite South Pond (+/- 14,000 CUYD)

X

$154

X

X

X

X

X

X

X

X

Storm Sewer Prerequisite Sewer ST-H from east of ST-D to west of ST-E (+/- 800LF)

$88

X

X

Sewer ST-E from ST-H to ST-I (+/- 300LF)

$33

X

X

Sewer ST-E just south of ST-H (+/- 200LF)

$22

Sewer ST-D from ST-H to ST-I (+/- 300LF)

$33

X

X

Sewer ST-I with ST-E outfall to South Pond (+/- 200LF)

$22

X

X

X

X

X

X

X

Sanitary Sewer Prerequisite Sanitary sewer lift station. (14’ dia x 14’ deep, pump, tank, enclosure)

$350

X

X

X

X

X

X

X

X

X

X

8” Sanitary FM, 650’ from station to exist FM at intersection ST-C + J

$232

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

8” sewer ST-H from ST-D to ST-E (+/- 800LF)

$45

8” sewer ST-E from ST-H to station (+/- 800LF)

$90

8” sewer ST-E just south of ST-H (+/- 300LF)

$23

X

X

Domestic + Fire Water Prerequisite 8” water main and hydrant ST-H from ST-J to ST-E (+/- 300LF)

X

$20

8” water main and hydrant ST-E just south of ST-H (+/- 200LF)

$13

6” internal block loop connecting to ST-H (+/- 700LF)

$46

X

X X X

General Utilities (Electrical, Telephone, TV, and Gas) Prerequisite Utility Loop ST-H to ST-E to ST-C connect to exist’g services along ST-J

Excluded

X

X

X

X

X

X

Roadway Improvements Streetscape road segment ST-D from ST-H to OWGR (+/- 300LF)

$150

Streetscape road segment ST-E from OWGR to ST-H (+/- 500LF)

$200

Streetscape road segment ST-H from ST-D to ST-E (+/- 1,100LF)

$440

Total

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

$2,189

X X

X X

X

X

Framew 70

Frameworks + Capacities

West Colonial Drive / SR 50

ST-C

Development Notes

MOB 13000 GFA

D ST-

D ST-

B

MOB 13000 GFA

This block is considered for Phase I development of the campus. Stormwater treatment for this block may STST T-B TOS-F OS -F F A 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 isBpreferred that C OS-Ebe concurrent with the proposed storm sewers that will eventually convey to development on this block the South Pond. This will prevent the need to modify or replace the improvements noted above as Phase II construction is implemented.

OS-F

ST-B

FOOD / RETAIL 3500.00 GFA

STST STTC

Block H

C MOB 13000 GFA

MOB 22500 GFA

ST-E

ST-C

ST STS T T-E

ST STTC T-

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

BED TOWER AND ED EXPANSION

FOOD / RETAIL 5000.00 GFA MOB 10000 GFA

FOOD / RETAIL 5000.00 GFA

OS-B

OS-A

OS-C

Illustrative Buildout

K

STB

MOB 17000 GFA

Primary Building Frontage (Facade located at back of sidewalk)

E

Additional Access

inter

Future Transit Corridor Reservation

ST--H ST ST-

COMM 12000 GFA

08 R4

H

G Multi-Use Path Old W

COMM 18000 GFA (2 LEVELS)

oS st

Open Space Block

F

mp

OS-x

ST G ST ST-

ST-E

Development Block

X

MOB 12000 GFA

MOB 30000 GFA (2 LEVELS)

Ra

08

ST STT--F T

KeyST-H

H

STS TT IIe e MOB 13000 GFA

MOB 100000 GFA (5 LEVELS)

ST-F

OS OS

ST STS TD

I

ST J ST-

PARKING GARAGE (6 LEVELS)

R4

ST-D

oS st

mp

E

STST STT Iw w

MOB 100000 GFA (5 LEVELS)

F

ST-G

MOB 7500 GFA

OS-B

O -A OS A

OS-D J

POST ACUTE CARE 90000 GFA (5 LEVELS)

D

MOB 40000 GFA (3 LEVELS)

MOB 6500 GFA

FOOD / RETAIL 15000 GFA

ST-Ie

Ra

ST-J

K

STB

PARKING GARAGE (6 LEVELS)

CEP FUTURE EXPANSION

MOB 17000 GFA

ST-Iw

ST-D STST

279 Total Hospital Beds

MOB 98000 GFA

Block Framework Plan J

CANCER CTR 35000 GFA (2 LEVELS)

CENT ENG PLANT 20000 GFA (2 LEVELS)

ST-D

L

OS-D

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

COMM 8400 GFA

G

Key X

Development2

OS-x

Open Space B

Potential Future Transit Station Location Gard en Ro adCampus Health Central / SRBoundary 439

Primary Build

Multi-Use Pa

Additional Ac

N

Future Transi

Potential Fut

Health Centr

0

150

1:3600 @ 11x17

300

600 ft

N

Health Central Campus Master Plan

71

Required Infrastructure Improvements (Block H) 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) Commercial Site = 133’ (+/- 5,000 CUYD)

$65

X

Stormwater Treatment Prerequisite South Pond (+/- 14,000 CUYD)

X

$154

X

X

X

X

X

X

X

X

Storm Sewer Prerequisite Sewer ST-D from ST-F to ST-I (+/- 400LF)

$44

X

Sewer ST-I with ST-E outfall to South Pond (+/- 200LF)

$22

X

X

X

X

X

X

X

Sanitary Sewer Prerequisite Sanitary sewer lift station. (14’ dia x 14’ deep, pump, tank, enclosure)

$350

X

X

X

X

X

X

X

X

X

X

8” Sanitary FM, 650’ from station to exist FM at intersection ST-C + J

$232

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

8” sewer ST-H from ST-D to ST-E (+/- 800LF)

$45

8” sewer ST-E from ST-H to station (+/- 800LF)

$90

X

Domestic + Fire Water Prerequisite 8” water main and hydrant ST-F from ST-J to ST-D (+/- 550LF)

$36

General Utilities (Electrical, Telephone, TV, and Gas) Prerequisite Services available adjacent to site at ST-J with ST-F

Excluded

Roadway Improvements Streetscape road segment ST-D from ST-H to OWGR (+/- 300LF)

$150

Streetscape road segment ST-F from ST-G to ST-D (+/- 700LF)

$280

Total

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

$1,468

X

X X

X

X

72

Block I

Frameworks + Capacities

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 West Colonial Drive / SR 50 that is necessary to provide for stormwater treatment. The proposed development will connect to existing storm sewers that currently convey to the pond.

OS-F

ST-B

A D ST-

Blackwood Avenue

A

B

C

STST STTC

ST-C

FOOD / RETAIL 3500.00 GFA

OS-F OS -F F

STST T-B T-

OS-E

OS-D ST-E

ST-C

Block Framework Plan

Illustrative Buildout

BED TOWER AND ED EXPANSION

FOOD / RETAIL 5000.00 GFA

mp

279 Total Hospital Beds

R4

OS-B

08

OS-C

OS

O -A OS A

OS-D J

POST ACUTE CARE 90000 GFA (5 LEVELS)

ST-Ie

MO 10000 (5 L

Open Space Block

I

F

ST-D

K

OS-x

PARKING GARAGE (6 LEVELS)

ST J ST-

ST-J

Development Block

X

STB

R

MOB 17000 GFA

ST-Iw

Key

I

CEP FUTURE EXPANSION

FOOD / RETAIL 5000.00 GFA

OS-A

E

CENT ENG PLANT 20000 GFA (2 LEVELS)

STST T-A T MOB 98000 GFA

oS st

J

D

ST-D

L

Ra

ST-A

K

STB

Primary Building Frontage (Facade located at back of sidewalk)

MOB 100000 GFA (5 LEVELS)

Multi-Use Path

ST-F Additional Access ST-G

ST STT--F T

ST-H ST G ST ST-

ST-E

Future Transit Corridor Reservation

HPotential Future Transit Station Location

H

Health Central Campus Boundary

G

N

Old W

inter

0

150

1:3600 @ 11x17

300

600 ft

Gard

E

en Ro

ad / S

R 439

Health Central Campus Master Plan

73

Required Infrastructure Improvements (Block I) Supporting Infrastructure Elements

Total Order of Magnitude Cost (000)

Costs Shared With Block . . .

A

B

C

D

E

F

G

H

I

J

K

Earthwork + Grading (Proposed Finish Floor Elevations) Commercial Site = 133’ (+/- 5,500 CUYD)

X

$72

Stormwater Treatment Prerequisite Revised West Pond

$77

X

X

Storm Sewer Prerequisite Connect to existing and adjacent 24” sewers (+/- 100LF)

$11

X

$75

X

$7

X

Excluded

X

0

X

Sanitary Sewer Prerequisite Connect to existing 8” sewers (+/- 100LF) Domestic + Fire Water Prerequisite 6” water main and hydrant ext from exist’g 8” water main (+/- 100LF) General Utilities (Electrical, Telephone, TV, and Gas) Prerequisite Services available adjacent to site at Blackwood Avenue Roadway Improvements No major road improvements required

Total

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

$242

X

L

Frameworks + Capacities

74

Block J

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. existing West Colonial DriveThe / SR 50 sanitary sewer and lift station should suffice the new building loads with both sewer line and pump station improvements.

OS-D

OS-F

ST-B

FOOD / RETAIL 3500.00 GFA

A D ST-

C

MOB 13000 GFA

OS-F OS -F F

STST T-B T-

B

OS-E

oS st

mp

B

STST STTC

A

Ra

MOB 22500 GFA

08

R4

Blackwood Avenue

Illustrative Buildout

ST-C

Block Framework Plan

ST-E

ST-C Key

E

FOOD / RETAIL 5000.00 GFA

Development Block

X

L

Open Space Block

ST-D

OS-x

ST-A

D

Potential Future Transit Station Location

STB

OS-B

O -A OS A

OS-D J

POST ACUTE CARE 90000 GFA (5 LEVELS)

ST-Ie

F

ST-D

I

KN

OS-C

MOB 100000 GFA (5 LEVELS)

PARKING GARAGE (6 LEVELS)

I

ST J ST-

ST-J

Health Central Campus Boundary

FOOD / RETAIL 15000 GFA

MOB 17000 GFA

ST-Iw

OS-BFuture Transit Corridor Reservation

K

STB

MOB 17000 GFA

H

ST STT--F T

ST-H

150

300

600 ft

1:3600 @ 11x17

G

ST G ST ST-

ST-E

0

COMM 18000 GFA (2 LEVELS)

H E

m

ST-F

Ra

MOB 100000 GFA (5 LEVELS)

ST-G

PARKING GARAGE (6 LEVELS)

CEP FUTURE EXPANSION

FOOD / RETAIL 5000.00 GFA

Additional Access

OS-A

279 Total Hospital Beds MOB 98000 GFA

Multi-Use Path

L

CENT ENG PLANT 20000 GFA (2 LEVELS)

STST T-A T

Primary Building Frontage (Facade located at back of sidewalk)

J

ST STTC T-

BED TOWER AND ED EXPANSION

Health Central Campus Master Plan

75

Required Infrastructure Improvements (Block J) 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) Hospital Expansion = 134’ (+/- 8,400 CUYD)

$110

X

Post-Acute = 135’ (+/- 2,000 CUYD)

$26

X

Parking Garage = 136’ (+/- 4,500 CUYD)

$59

X

Stormwater Treatment Prerequisite Revised West Pond (+/- 7,000 CUYD) (North half of block) South Pond (+/- 14,000 CUYD) (South half of block)

$77

X

X X

$154

X

X

X

X

X

X X

X

X

X

X

Storm Sewer Prerequisite Sewer ST-J from ST-F to OS-A (+/- 250LF)

$28

X

X

Sewer OS-A west of ST-J (+/- 300LF)

$33

X

X

Sewer OS-B from ST-J to ST-D (+/- 250LF)

$22

Sewer ST-I with ST-E outfall to South Pond (+/- 200LF)

$22

Hospital expansion to modified on-site storm sewers (+/- 500LF)

$55

X X

X

X

X X

Sanitary Sewer Prerequisite Sanitary sewer lift station. (14’ dia x 14’ deep, pump, tank, enclosure)

$350

X

X

X

X

X

X

X

X

X

X

8” Sanitary FM, 650’ from station to exist FM at intersection ST-C + J

$232

X

X

X

X

X

X

X

X

X

X

12” sewer OS-A to ST-J (+/- 300LF)

$23

X

X

12” sewer ST-J from OS-A to ST-C (+/- 450LF)

$34

X

X

16” sewer ST-C + ST-E from ST-J to station (+/- 800LF)

$60

X

X

X

X

Option: Post-Acute and Parking Garage may connect to the existing sewer along ST-J with modifications to the existing sanitary lift station only Domestic + Fire Water Prerequisite 8” water main relocation along ST-F from ST-A to ST-J (+/- 900LF)

$59

X

Excluded

X

General Utilities (Electrical, Telephone, TV, and Gas) Prerequisite Services available adjacent to site at ST-J with ST-F Roadway Improvements Streetscape road segment ST-B from ST-A to ST-J (+/- 900LF)

$360

Park segment OS-A (+/- 2,500 SQYD)

$188

Total

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

$1,892

X

X X

X

76

Frameworks + Capacities

Public Realm Framework P This block is a candidate for Phase I construction. This block is readily accessible to existing support

Block K

Development Notes

infrastructure without any major modifications.

West Colonial Drive / SR 50

OS-F

ST-B

A C

MOB 13000 GFA

OS-F OS -F F

STST T-B T-

B

OS-E

Block Framework Plan

Illustrative Buildout ST-E

ST-C

MOB 13000 GFA

D ST-

D ST-

B

OS-D

STST STTC

ST-C

FOOD / RETAIL 3500.00 GFA

C MOB 13000 GFA

MOB 22500 GFA

ST STS T T-E

ST STTC T-

BED TOWER AND ED EXPANSION

O

FOOD / RETAIL 5000.00 GFA

Ra

MOB 10000 GFA

08

R4

OS-B

OS-A E

J

D

279 Total Hospital Beds

ST-Iw

ST-Ie

Development Block PARKING GARAGE (6 LEVELS)

K

STB

MOB 17000 GFA

H

N

G

E

ST--H ST ST-

COMM 12000 GFA

08 R4

ST-E

COMM 18000 GFA (2 LEVELS)

oS st

ST G ST ST-

Health Central Campus Boundary

H

COMM 8400 GFA

Key X

Old W

inter

OS-x

Gard 0 300 en Ro 150 1:3600 a @d 11x17 / SR 439

600 ft

MOB 12000 GFA

F

mp

ST STT--F T

Potential Future Transit Station Location

ST-G

MOB 12000 GFA

MOB 30000 GFA (2 LEVELS)

Ra

MOB 100000 GFA (5 LEVELS)

Future Transit Corridor Reservation

ST-H

STS TT IIe e

ST STS TD

I

Multi-Use Path Additional Access

ST-F

OS-C OS C MOB 13000 GFA

Primary Building Frontage (Facade located at back of sidewalk)

F

ST-D

K

Open Space Block

MOB 7500 GFA

STST STT Iw w

MOB 100000 GFA (5 LEVELS)

ST J ST-

ST-J

OS-x

MOB 7500 GFA

OS-B

O -A OS A

OS-D J

POST ACUTE CARE 90000 GFA (5 LEVELS)

D MOB 40000 GFA (3 LEVELS)

MOB 6500 GFA

FOOD / RETAIL 15000 GFA

MOB 17000 GFA

Key OS-C

PARKING GARAGE (6 LEVELS)

CEP FUTURE EXPANSION

MOB 98000 GFA FOOD / RETAIL 5000.00 GFA

X

L

CENT ENG PLANT 20000 GFA (2 LEVELS)

STST T-A T

ST-D STST

oS st mpST-D

L

CANCER CTR 35000 GFA (2 LEVELS)

G B

Development24 UNITS Block Open Space Block Primary Building Frontage Multi-Use Path Additional Access

Future Transit Corridor Res

Health Central Campus Master Plan

77

Required Infrastructure Improvements (Block K) 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) North MOB (K1) = 132’ (+/- 5,500 CUYD)

$72

X

South MOB (K2) = 133’ (+/- 6,500 CUYD)

$85

X

Stormwater Treatment Prerequisite South Pond (+/- 14,000 CUYD)

X

$154

X

X

X

X

X

X

X

X

Storm Sewer Prerequisite Sewer ST-D from east of ST-F to ST-I (+/- 200LF)

$22

X

Sewer ST-I with ST-E outfall to South Pond (+/- 200LF)

$22

X

X

X

X

X

X

X

Sanitary Sewer Prerequisite Sanitary sewer lift station. (14’ dia x 14’ deep, pump, tank, enclosure)

$350

X

X

X

X

X

X

X

X

X

X

8” Sanitary FM, 650’ from station to exist FM at intersection ST-C + J

$232

X

X

X

X

X

X

X

X

X

X

8” sewer ST-H from ST-D to ST-E (+/- 600LF)

$45

X

X

X

X

X

8” sewer ST-E from ST- to station (+/- 800LF)

$80

X

X

X

X

X

North MOB (K-1) connects to sewer at ST-J (+/- 100LF)

$8

X

$8

X

Excluded

X

Domestic + Fire Water Prerequisite Connects to existing 12” water main along ST-J (+/- 100LF) General Utilities (Electrical, Telephone, TV, and Gas) Prerequisite Services available adjacent to block at ST-J with ST-F Roadway Improvements Streetscape road segment ST-D from ST-I to ST-H (+/- 850LF)

$340

Park segment OS-B (+/- 3,000 SQYD)

$225

Total

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

$1,643

X

X X

X

78

Block L

Frameworks + Capacities

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.

Public Realm Framework Pla OS-D West Colonial Drive / SR 50

Block Framework Plan

Illustrative Buildout

C

MOB 13000 GFA

MOB 13000 GFA

OS-F OS -F F

STST T-B T-

D ST-

oS st

D ST-

B

A

mp

OS-F

STST STTC

Ra

ST-C

FOOD / RETAIL 3500.00 GFA

B

OS-E

C

OS-OS

08

R4

E

Key

ST-E

ST-C

MOB 13000 GFA

MOB 22500 GFA

ST STS T T-E

ST STTC T-

BED TOWER AND ED EXPANSION

Development Block

X

FOOD / RETAIL 5000.00 GFA

OS-x

D

MOB 10000 GFA

Primary Building Frontage (Facade located at back of sidewalk)

279 Total Hospital Beds

Additional Access Future Transit Corridor Reservation

OS-B

OS-A

J

OS-C ST-Ie

N PARKING GARAGE (6 LEVELS)

K

STB

MOB 17000 GFA

300

600 ft ST G ST ST-

COMM 18000 GFA (2 LEVELS)

COMM 12000 GFA

R4

H

oS st

ST STT--F T

mp

150

1:3600 @ 11x17

MOB 30000 GFA (2 LEVELS)

MOB 12000 GFA

F

Ra

H

0

ST-E

ST-G

ST-H

STS TT IIe e MOB 13000 GFA

MOB 100000 GFA (5 LEVELS)

ST-F

OS-C OS C

ST STS TD

ST-D

I

F

MOB 7500 GFA

STST STT Iw w

MOB 100000 GFA (5 LEVELS)

ST J ST-

ST-J

K

Health Central Campus Boundary

MO 10000 G MOB 7500 GFA

OS-B

O -A OS A

OS-D J

POST ACUTE CARE 90000 GFA (5 LEVELS)

D MOB 40000 GFA (3 LEVELS)

MOB 6500 GFA

FOOD / RETAIL 15000 GFA

MOB 17000 GFA

Potential Future Transit Station Location

PARKING GARAGE (6 LEVELS)

CEP FUTURE EXPANSION

MOB 98000 GFA

FOOD / RETAIL 5000.00 GFA

ST-Iw

L

CENT ENG PLANT 20000 GFA (2 LEVELS)

STST T-A T

Multi-Use Path

CANCER CTR 35000 GFA (2 LEVELS)

ST-D STST

ST-D

L

Open Space Block

ST--H ST ST-

MOB 12000 GFA

08

Health Central Campus Master Plan

79

Required Infrastructure Improvements (Block L) 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) MOB + Retail = 130’ (+/- 11,000 CUYD)

$143

Parking Garage + CEP = 130’ (+/- 10,000 CUYD)

$130

Stormwater Treatment Prerequisite South Pond (+/- 14,000 CUYD)

X

$154

X

X

X

X

X

X

X

X

X

X

X

X

X

X

Storm Sewer Prerequisite Sewer ST-D from ST-C to ST-I (+/- 300LF)

$33

Sewer ST-I with ST-E outfall to South Pond (+/- 200LF)

$22

Sanitary Sewer Prerequisite Sanitary sewer lift station. (14’ dia x 14’ deep, pump, tank, enclosure)

$350

X

X

X

X

X

X

X

X

X

X

8” Sanitary FM, 650’ from station to exist FM at intersection ST-C + J

X

X

X

X

X

X

X

X

$232

X

X

8” sewer ST-D from ST-C to ST-I (+/- 600LF)

$45

X

X

16” sewer ST-E from ST-J to station (+/- 800LF)

$80

X

X

X

X

X

Option: CEP and Parking Garage may connect to the existing sewer along ST-J with modifications to the existing sanitary lift station only Domestic + Fire Water Prerequisite 8” water main and hydrant ST-C from ST-J to ST-D (+/- 400LF)

$20

8” water main and hydrant along OS-B from ST-J to ST-D (+/- 400LF)

$26

X

X X

Option: CEP and Parking Garage may connect to the existing 12” water main along ST-J General Utilities (Electrical, Telephone, TV, and Gas) Prerequisite Utility Loop ST-H to ST-E to ST-C connect to exist’g services along ST-J

X

Excluded

X

X

X

X

X

Option: CEP and Parking Garage may connect to services adjacent to site at ST-J with ST-C Roadway Improvements Streetscape road segment ST-C from ST-D to ST-J (+/- 900LF)

$360

Road segment ST-D from ST-I to ST-E (+/- 850LF)

$850

Intersection realignment of ST-C with ST-D Park segment OS-B (+/- 3,000 SQYD)

Total Note: Central Energy Plant included in this block (cost estimated at $20M)

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

$50 $225

$2,447

X X

X X

X

X

X

X X

X

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

Health Central Campus Master Plan

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

81

82

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

Indicative Build-Out Examples

Health Central Campus Master Plan

Figure 30 Illustrative View of Campus Buildout Looking West

83

84

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

Indicative Build-Out Examples

Health Central Campus Master Plan

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

85

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