Joshua Winkler West End... · The FCC West End Stadium PD is situated in the City of Cincinnati, Hamilton County, and located on properties generally

1

Greg Otis

From: Joshua Winkler

Sent: Thursday, November 22, 2018 5:50 PM

To: Utt, Daniel P.

Cc: Tullis, Barrett P.; Tepe, Thomas M., Jr.; Greg Otis; Patrick Winkler

Subject: Re: FC Cincinnati West End Stadium Planned Development [IWOV-

IMANAGE.FID1564649]

Attachments: 118112114232400473.jpg; 118112114232400673.png

Dan,

I have discussed this matter with Pastor Patrick and you have our approval to move forward.

Thanks,

Josh Winkler, Chairman of the Board

Cell 859-757-8597

Thanks,

Josh Winkler

Cell 859-757-8597

On Nov 21, 2018, at 2:23 PM, Utt, Daniel P. wrote:

Patrick,

Happy Thanksgiving to you and your family.

Im writing to you to obtain your consent and approval of a rezoning application

that will be filed with the City of Cincinnati. In order construct the new soccer

stadium (and other ancillary uses and buildings), West End Ventures, LLC needs to

change the zoning of its property and Lighthouse Worship Centers (formerly

known as the Lighthouse Ministries Worship Center, Inc.) property to Planned

Development. Because Lighthouse still owns property located within the limits of

the future Planned Development District, the City requires that we obtain

Lighthouses consent to the filing of this Zone Change Application. If this is

acceptable, kindly reply to this e-mail noting Lighthouse Worship Centers

consent. This will start the zoning proves for FC and does not change any of the

contractual commitments of West End Ventures, LLC to you and Lighthouse

Ministries.

Should you have any questions, please do not hesitate to contact me.

2

Thank you for providing your email confirmation of approval so we can provide

this to the City in connection with the Application we are planning to file Monday.

Dan

Daniel P. Utt Partner

Keating Muething & Klekamp PLL One East 4th Street

Suite 1400

Cincinnati, OH 45202 Tel: (513) 579-6564

Fax: (513) 579-6457 Email: [email protected] Website: www.kmklaw.com

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FCC West End Stadium CONCEPT PLANNED DEVELOPMENT

SUBMISSION

November 26, 2018

TABLE OF CONTENTS

1. General Summary 2

2. Metes & Bounds 3

a. Site Survey Attachment A

b. Property Acquisition and Legal Descriptions Attachment B

c. PD ROW Vacation Attachment C

d. Site Demolition Attachment D

3. Proposed Structures & Systems 3

a. Stadium Concept Design Attachment E

b. Vehicular/Pedestrian Management Attachment F

c. Urban Design Attachment G

d. Emergency Management Attachment H

e. Parking & Traffic Management Attachment J

f. Geotechnical Report Attachment M

g. Public Site Utilities Attachment N

h. Foundations Attachment O

4. Proposed PD Uses 5

a. Proposed Uses - Stadium

b. Proposed Uses - Future Development

c. Proposed Events

d. Operating Hours

5. Building Limits 6

a. Building Square Footage

b. Building Height

c. Building Setback

d. Signage

e. Sound & Light Controls

6. Project Schedules 8

a. Project Construction Schedule Attachment K

b. Project Zoning Approval Schedule Attachment L

Schedule of Attachments:

Attachment A Site Survey

Attachment B Property Acquisition and Legal Description

Attachment C PD ROW Vacation

Attachment D Site Demolition

Attachment E Stadium Concept Design

Attachment F Vehicle/Pedestrian Management

Attachment G Urban Design

Attachment H Emergency Management

Attachment J Parking & Traffic Management

Attachment K Construction Schedule

Attachment L Zoning Approval Schedule

Attachment M Geotechnical Report

Attachment N Public Site Utilities

Attachment O Foundations

2

FCC West End Stadium

Concept Planned Development (PD) Submission

November 26, 2018

1. General Summary:

A Planned Development (PD) is requested to guide the development of a sports

stadium with seating capacity not to exceed 26,500 organized around a playing

surface sized for professional soccer competition. The stadiums seating bowl is

open-air with a canopy structure over a portion of the seating areas to provide

solar and weather protection. The stadium will be developed to provide a home

venue compliant with league standards for Cincinnatis new Major League Soccer

club, FC Cincinnati. The stadium will be used for league play and exhibition

matches, as well as concerts, rallies, and community events.

Vehicular access to the PD will be via the regional highway system and local urban

connector arteries of Central Parkway, Liberty Street, and Ezzard Charles

Boulevard. A portion of parking will be accommodated within the PD via John

Street, Wade Street and Central Parkway. The majority of parking is planned to be

located outside the PD, satisfied by a combination of public and private parking

facilities. There is sufficient parking inventory within the urban core to support

event day parking.

A surface parking lot and service yards will be accessed via John Street. The

parking lot will be used by stadium operations personnel, club employees, and

officials on game-day, as well as be used by Robert A. Taft High School staff during

school operating hours. Service yards are located on the west side of the stadium,

accessed via sliding security gates within the stadium grounds.

Pedestrian access to the stadium will be via security gates located around the

perimeter of the stadium, but primarily via an elevated entrance plaza on the east side

of the stadium. The entrance plaza will accommodate gatherings for a variety of

pre and post-event programming and is otherwise open to the public year-round.

The stadium operation and support facilities total approximately 400,000 gross

square feet, excluding the seating bowl and playing surface. Private events will be

hosted in the stadium throughout the year on non-game days.

The PD site provides space for future development on frontage along Wade Street

and Central Parkway. The future development pads are built above an on-site

parking garage, which will be used by stadium patrons on event days.

The future development pads are sized to accommodate a variety of market-rate

commercial building uses described later in this application. These sites will be

developed independent of the stadium on a yet undetermined timeline, but are

meant to complement the overall PD, the surrounding streetscape, as well as the

game-day experience at the stadium.

3



November 26, 2018

2. Metes & Bounds:

a. The FCC West End Stadium PD is situated in the City of Cincinnati,

Hamilton County, and located on properties generally bound by Central

Parkway to the east, property lines north of City of Cincinnati Police

Department District 1 and Cincinnati Public Schools Robert A. Taft High

School to the south, John Street to the west, and a combination of

property lines and Wade Street to the north.

b. As individual parcels are acquired and public Rights-of-Way within the

PD are conveyed to the stadium developer, all parcels will be

consolidated. Once consolidated, air or land rights will be established

for the stadium, on-site parking garage, and future development sites.

Please see Attachments A, B, C, & D for details regarding existing

conditions, parcel and Rights-of-Way acquisition, site preparation, and

legal description of the Planned Development boundary.

c. The stadium developer will retain control of the entire PD site and

establish operating agreements for the on-going care and maintenance

of the development with building management entities for the

stadium, parking structure, and public plaza. Future development sites

will be developed and managed via lease of the established air rights

and the joint use agreements therein.

d. Shared use and cross-access easements will be established between

the stadium developer and developers of the future development sites

for purposes of managing on-going maintenance and event-day and

non-event-day use of the public plaza, as well as allowing for

emergency management access.

3. Proposed Structures & Systems:

a. See Architectural Plans, Elevations, and Sections (Attachment E) for

distribution of stadium program on six (6) above-grade levels,

parking, and locations for future development.

b. Vehicular/Pedestrian Management: The safety of all occupants of

facilities in the PD is paramount. Event day security measures are put in

place for safe access and security screening of both vehicles and

pedestrians prior to entrance to on-site facilities (See Attachment F).

c. Urban Design: It is the intent of the stadium developer to implement an

attractive and complementary project which adds to the vibrancy and

vitality of the surrounding neighborhoods. Design standards for buffer,

fence, signage, and lighting design consistent with those set forth in the

City of Cincinnati Zoning Code will be submitted with the Final PD

application (see Attachment G for preliminary design intent).

4



November 26, 2018

d. Emergency Management:

i. The perimeter of the stadium within the PD will be secured by

combination of continuous building or fence-line. Stadium guests

will be subject to security screening and ticketing prior to entering

the stadium.

ii. Private enterprises located within the future development sites will

generally be accessible to the public year-round, however subject

to event-day operation protocols.

iii. Access to the site for emergency response vehicles and personnel

will be provided via public roadways directly to the PD site (see

Attachment H).

iv. Shared use and cross-access easements will be established

between the stadium developer and developers of the future

development sites for emergency management purposes.

e. Parking & Traffic Management: A Traffic Impact Study for the FCC West

End Stadium PD was previously submitted and outlined the

comprehensive traffic access system supporting the PD. See the Parking

Inventory Memorandum (Attachment J) that illustrates sufficient

capacity to support both daily uses in the PD and event day operations.

An updated Traffic Impact Study based on the principles presented

within the original Traffic Impact Study and coordinated with the

current PD submission, including Attachment J, will be submitted with

the Final PD application.

f. Geotechnical Report: See the completed Geotechnical Engineering Report

(Attachment M) for subsurface conditions.

g. Public Site Utilities: See attached composite Public Utility Site Plan

(Attachment N) for proposed location of connection to existing

Greater Cincinnati Water Works (GCWW) and Metropolitan Sewer

District of Greater Cincinnati (MSD) service.

The PD site generally slopes from its high point in the northeast to its low

point in the southwest. GCWW service will be accessed via new redundant

meter pits set near the northern and southern extent of the PD site. On-

site storm water detention will be established in the southwestern corner

of the PD.

h. Foundations: See preliminary Foundation Plan and associated details

(Attachment O) for locations and arrangement of piers, grade beams and

site walls.

5



November 26, 2018

4. Proposed PD Uses

a. Stadium Uses: Uses within the PD to support the host club and stadium

operation are listed below. See Stadium Concept Design (Attachment E)

for general distribution of uses by level:

i. Outdoor or Large-Scale Recreation & Entertainment

ii. Outdoor Entertainment

iii. Indoor or Small-Scale Recreation & Entertainment

iv. Parking Facilities/Garage

v. Loading Facilities

vi. Building Services

vii. Eating & Drinking Establishments

viii. Outdoor Eating/Drinking Area

ix. Food Preparation

x. Commercial Meeting Facilities

xi. Club and Lodge

xii. Medical Service & Clinic

xiii. Office

xiv. Communication Facilities/Related Equipment

xv. Retail Sales

b. Future Development: The future development sites will be developed

on an independent timeline than that of the stadium. Its footprints are

established to accommodate a variety of uses, as follows:

i. Mixed-Use Commercial/Multi-Family Dwellings

ii. Retail Sales

iii. Hotel

iv. Eating & Drinking Establishments

v. Outdoor Eating/Drinking Area

vi. Office

vii. Bank & Financial Institution/ATM

viii. Community Learning Center

ix. Daycare Center

x. Convenience/Food Market

xi. Cultural Institution

c. Proposed Events: The estimated number of soccer matches and

other events using the stadium seating are as follows:

i. Host club matches as directed by Major League Soccer (MLS): 2021

Opening Season Schedule: Approximately 25 home matches

including pre-season and potential post-season matches

ii. Six to eight additional exhibition sporting events

iii. Three to four ticketed musical concerts or rallies

iv. Three to four field-based community events

6



November 26, 2018

d. Operating Hours: The stadium will operate year-round with 24-hour, on-

site security personnel. Anticipated normal daily stadium operations will be

as follows:

i. Non-Game Day: 7:00AM to 10:00PM Monday Friday

7:00AM to 3:00PM Saturdays

ii. Event Day: 7:00AM to 1:00AM

iii. Match Duration: Soccer match starting times may vary throughout

the season. Match duration is generally 150 minutes. Event start

times typically range, as follows:

1. Night Games 5:00Pm to 8:00PM

2. Day Games 1:00PM to 4:00PM

iv. Concert/Rally Duration: Concerts and rallies will vary in duration and

start times. Due to the unique nature of these events, the stadium

operator will apply for qualifying special event permit on an event-

by-event basis as required by the City of Cincinnati.

5. Building Limits:

a. Building Square Footage:

i. Stadium: The stadium operation and support facilities total

approximately 400,000 gross square feet, excluding the seating

bowl and playing surface.

ii. Wade Street Future Development: The development site at the

corner of Wade Street and Central Parkway is designed to

accommodate 62,500 GSF. Units are described as maximum per use,

or in any combination to a maximum of 62,500 GSF:

1. Multi-Family: 90 units

2. Retail Sales: 13,300 Square Feet (SF)

3. Hotel: 130 Rooms

4. Eating & Drinking: 13,300 SF

5. Office: 62,500 SF

6. Bank & Finance: 13,300 SF

7. Community Learning: 62,500 SF

8. Daycare: 25,600 SF

9. Convenient/Food Market: 13,300 SF

10. Cultural Institution: 62,500 SF

7



November 26, 2018

iii. Central Parkway Future Development: The development site

fronting on Central Parkway is designed to accommodate 100,000

GSF. Units are described as maximum per use, or in any combination

to a maximum of 100,000 GSF:

1. Multi-Family: 120 units

2. Retail Sales: 32,400 Square Feet (SF)

3. Hotel: 175 Rooms

4. Eating & Drinking: 32,400 SF

5. Office: 100,000 SF

6. Bank & Finance: 32,400 SF

7. Community Learning: 100,000 SF

8. Daycare: 32,400 SF

9. Convenient/Food Market: 32,400 SF

10. Cultural Institution: 100,000 SF

b. Building Height:

i. Stadium: The canopy structure is open air and covers a portion of

stadium seats. The canopy structure will not exceed 110 above

the average elevation of the playing field.


corner of Wade Street and Central Parkway is designed to

accommodate a six (6) story structure above street level not to

exceed ninety (90) feet in height.


fronting on Central Parkway is designed to accommodate a six (6)

story structure above street level not to exceed ninety (90) feet in

height.

c. Building Setback:

i. Stadium: The PD site is of irregular configuration (see Attachment B).

The minimum setback at any point around the stadium perimeter, as

established by the furthest horizontal extent of the canopy or faade

structure, will be ten (10) feet from adjacent parcels, and zero (0)

feet from any public right-of-way.


corner of Wade Street and Central Parkway has a minimum

setback of zero (0) feet from any parcel or public right-of-way.


fronting on Central Parkway has a minimum setback of zero (0) feet

from any parcel or public right-of-way.

8



November 26, 2018

d. Signage:

i. Stadium: Primary building identification signage will be located on all

four cardinal facades of the stadium. There will be branded ground

mounted wayfinding signs located around the stadium perimeter.

Final signage design standards will accompany the Final PD

submission.


corner of Wade Street and Central Parkway will have building

identification signage and separate tenant signage. Final signage

design standards will accompany the Final PD submission.


fronting on Central Parkway will have building identification signage

and separate tenant signage. Final signage design standards will

accompany the Final PD submission.

e. Sound & Light Controls: Consideration shall be given to protect the

neighborhoods surrounding the PD site with regard to sound and light

generated from uses in the stadium. A full sound and light control study

will be submitted with the Final PD application.

7. Project Schedule

a. See the FCC West End Stadium Construction Schedule (Attachment K) for

proposed project-based milestones and phase completion goals.

Consistent with the inclusion goals established within the Community

Benefits Agreement, the Design and Construction team have endeavored

to meet the goals, as follows:

25% MBE Participation by qualified businesses

7% WBE Participation by qualified businesses

30% SBE Participation by qualified businesses

Actual participation results will be reported as required in the Agreement.

b. See the FCC West End Stadium Zoning Approval Schedule (Attachment L)

for proposed submission, review, advertisement, and approval

coordination. Consistent with the Community Benefits Agreement, a

Community Design Committee and Community Coalition have been

established. Representatives of the stadium development team have met

regularly with these committees, the West End Community Council, and

have attended a public forum in the Over-the-Rhine neighborhood.

By vote, the West End Community Council Board have given unanimous

support for this zone change.

* * * * *

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INV = 523.23

MH

TOP = 534.19

INV (N & S) = 522.65

INV (SW) = 526.47

INV (NW) = 527.26

INV (NW) = 527.16

MH

TOP = 533.15

INV (N & S) = 521.99

INV (E) = 524.75

INV (W) = 523.35

MH

TOP = 532.65

INV (N) = 521.45

INV (E) = 521.35

INV (S) = 521.40

INV (W) = 526.15

MH

TOP = 532.42

INV (NE) = 525.82

INV (W) = 521.97

MH

TOP = 532.32

INV (N) = 520.42

INV (NE) = 519.14

INV (S) = 518.99

MH

TOP = 530.63

INV = 517.39

MH

TOP = 528.47

INV = 511.65

MH

TOP = 528.74

INV = 521.40

MH

TOP = 528.18

INV (NE) = 523.33

INV (S) = 520.76

INV (NW) = 524.09

INV (NW) = 520.63

MH

TOP = 526.68

INV = 513.74

MH

TOP = 525.83

INV (NE) = 512.43

INV (SE) = 508.23

INV (SW) = 508.29

MH

TOP = 528.07

INV (NE) = 509.59

INV (NW) = 509.52

MH

TOP = 527.50

INV = 513.36

MH

TOP = 529.31

INV = 516.66

MH

TOP = 528.76

INV (NE & SE) = 514.46

INV (NW & SE) = 513.81

MH

TOP = 528.88

INV (N & SW) = 515.33

INV (W) = 521.03

MH

TOP = 529.89

INV (NE) = 522.30

INV (SW) = 520.63

INV (NW) = 521.22

MH

TOP = 528.74

INV (N & S) = 515.96

INV (E) = 520.39

INV (W) = 523.36

MH

TOP = 532.93

INV (N & S) = 519.11

INV (W) = 520.48

MH

TOP = 532.23

INV (N & S) = 520.65

INV (NE) = 524.83

INV (NW) = 525.13

MH

TOP = 531.98

FILLED WITH DIRT

MH

TOP = 532.58

INV (N & S) = 521.06

INV (SW) = 522.14

MH

TOP = 533.55

INV = 522.30

MH

TOP = 538.02

INV (N) = 526.54

INV (W & E) = 526.04

MH

TOP = 534.21

INV (N & S) = 522.60

INV (NE) = 527.49

INV (E) = 523.21

INV (SE) = 528.14

INV (W) = 522.56

INV (NW) = 526.99

MH

TOP = 533.77

INV (N) = 529.25

INV (SE) (12" CONC) = 528.61

MH

TOP = 534.18

INV (NW) = 529.78

INV (SE) = 529.89

INV (SW) = 529.15

MH

TOP = 544.51

INV (E) = 535.66

INV (S) = 533.96

INV (NW) = 535.61

MH

TOP = 544.86

INV (N) = 532.69

INV (E) = 537.60

INV (SW) (12" VCP) = 538.56

INV (W) = 532.61

MH

TOP = 544.38

INV (N) = 534.73

INV (E) = 535.65

INV (SE) = 536.73

INV (S) = 534.46

INV (W) = 539.57

INV (NW) = 537.83

MH

TOP = 544.01

INV (N & S) = 536.61

INV (W) = 539.15

MH

TOP = 535.14

INV (N & S) = 523.69

INV (SE) (6" CLAY) = 524.72

MH

TOP = 535.91

INV (N) = 524.46

INV (E) = 531.91

INV (SE) = 529.41

INV (S) = 524.45

MH

TOP = 536.40

INV = 525.24

MH

TOP = 536.83

INV (N & S) = 525.58

INV (NE) (12" CLAY) = 528.71

MH

TOP = 543.85

INV (N) = 538.99

INV (E) = 538.85

INV (S) = 538.53

INV (W) = 538.36

INV (NW) (12" RCP) = 539.40

MH

TOP = 537.70

INV (N) = 535.40

INV (E) = 531.62

INV (SE) = 534.04

INV (SW) = 532.32

MH

TOP = 537.54

INV (NE) = 526.74

INV (SE) = 530.68

INV (S) = 525.82

MH

TOP = 539.52

INV (N) = 535.32

INV (NW) = 535.37

CB

TOP = 533.00

INV = 529.05

CB

TOP = 533.58

INV (12" CLAY) = 530.60

INLET

GRATE = 533.58

INV (12" CLAY) = 531.28

CB

TOP = 531.67

INV (12" DIP) = 528.87

CB

TOP = 531.93

INV (12" RCP) = 529.18

INLET

GRATE = 531.66

INV = 528.91

CB

TOP = 531.99

INV (12" RCP) = 529.14

CB

TOP = 531.68

INV (12" RCP) = 526.43

C

B

TOP = 526.81

INV (12" RCP) = 521.31

CB

TOP = 522.74

INV (12" RCP) = 519.04

INLET

GRATE = 522.67

INV = 520.17

CB

TOP = 529.00

FULL OF DEBRIS

CB

TOP = 528.60

INV = 526.04

CB

TOP = 528.56

INV (N) = 524.99

INV (S) = 524.95

CB

TOP = 528.39

INV (N) = 524.16

INV (S) = 524.23

CB

TOP = 528.39

INV (N) = 523.21

INV (S) = 523.35

CB

TOP = 526.76

INV (N) = 519.85

INV (E) = 514.68

CB

TOP = 527.39

INV = 524.31

CB

TOP = 529.15

INV = 523.59

MH

TOP = 529.28

INV = 527.80

CB

TOP = 528.47

INV = 525.56

CB

TOP = 528.23

INV (NE) = 524.77

INV (W) = 524.77

CB

TOP = 526.96

INV (NE) = 524.46

INV (SW) = 525.46

CB

TOP = 528.09

INV = 516.44

CB

TOP = 527.06

INV (SE) = 524.06

INV (W) = 524.04

MH

TOP = 527.46

INV (E) (15" CPP) = 515.52

INV (W) = 515.41

BOTTOM = 507.06

CB

TOP = 527.57

INV = 515.79

BOTTOM = 515.69

MH

TOP = 527.55

BOTTOM = 515.69

MH

TOP = 527.73

BOTTOM = 516.68

CB

TOP = 527.26

INV = 522.99

BOTTOM = 516.99

CB

TOP = 526.70

INV (N) (12" CPP) = 524.22

INV (E & W) (12" CPP) = 525.10

INV (S) = 523.97

CB

TOP = 526.91

INV (S) = 523.37

BOTTOM = 516.67

CB

TOP = 528.04

INV = 516.46

CB

TOP = 526.64

BOTTOM = 516.24

CB

TOP = 526.53

INV (NE) (12" CPP) = 523.81

INV (S) = 523.93

CB

TOP = 526.76

INV = 524.36

CB

TOP = 528.26

INV (12" CLAY) = 524.41

INLET

GRATE = 528.32

INV = 524.22

CB

TOP = 528.29

INV = 516.45

CB

TOP = 528.47

INV (NE) = 523.15

INV (NE) = 523.02

INV (SE) = 522.98

INV (SW) = 523.09

YD

TOP = 529.03

YD

TOP = 528.82

CB

TOP = 528.81

INV (SE) = 525.91

INV (SW) = 526.01

CB

TOP = 533.77

INV = 530.62

CB

TOP =528.53

INV (N) = 525.13

INV (S) = 525.08

CB

TOP = 528.52

INV (N) = 524.62

INV (S) = 524.52

CB

TOP = 528.36

INV (N) = 524.13

INV (SW) = 523.89

YD

TOP = 532.01

INV = 523.77

4" TRENCH DRAIN

GRATE = 529.15

TRENCH DRAIN

GRATE = 529.16

TRENCH DRAIN

GRATE = 529.17

TRENCH DRAIN

GRATE = 529.21

TRENCH DRAIN

GRATE = 529.16

TRENCH DRAIN

GRATE = 526.20

TRENCH DRAIN

GRATE = 527.00

TRENCH DRAIN

GRATE = 526.76

CB

TOP = 532.18

INV = 527.58

CB

TOP = 534.05

INV (12" CLAY) = 531.60

CB

TOP = 533.83

INV (12" PVC) = 529.88

CB

TOP = 532.77

INV (12" CLAY) = 530.07

CB

TOP = 532.60

INV = 531.00

MH

TOP = 532.96

INV (N) = 529.16

INV (SE) = 527.86

INV (SW) = 527.25

CB

TOP = 532.55

INV (N) (12" CLAY) = 530.70

INV (NW) (12" RCP) = 530.65

CB

TOP = 532.16

INV (12" CLAY) = 529.27

CB

TOP = 532.13

INV (12" CLAY) = 526.63

CB

TOP = 531.49

INV (12" RCP) = 528.19

MH

TOP = 531.91

INV (NE) = 528.11

INV (SW & E) = 519.77

INV (SE) = 526.21

CB

TOP = 530.70

INV (N) = 526.75

INV (E) = 525.90

INV (S) = 525.80

CB

TOP = 528.42

INV = 524.82

CB

TOP = 528.93

INV (N) = 523.65

INV (E) = 527.13

INV (S) = 523.68

INLET

GRATE = 529.17

INV = 527.62

MH

TOP = 529.38

INV (NE) = 525.86

INV (SW) (12" VCP) = 524.54

INLET

GRATE = 528.92

MH

TOP = 529.04

INV (N) = 523.84

INV (NE) = 516.58

INV (NW & E) = 514.42

INV (SW) (12" CONC) = 526.09

CB

TOP = 528.95

INV (12" CLAY) = 526.67

INLET

GRATE = 531.82

INV (14" CONC) = 527.30

CB

TOP = 532.19

INV (14" CONC) = 526.28

CB

TOP = 531.73

INV (N) = 527.97

INV (NE) = 529.29

INV (SE) = 529.31

INV (SW) = 527.88

CB

TOP = 533.06

INV (N) = 530.84

INV (SE) = 529.45

CB

TOP = 533.57

BOTTOM = 529.87

CB

TOP = 534.72

INV (12" CONC) = 529.87

CB

TOP = 543.96

INV = 540.96

CB

TOP = 534.01

BOTTOM = 530.36

CB

TOP = 534.62

INV (12" CONC) = 532.24

CB

TOP = 533.61

INV (12" CONC) = 531.38

CB

TOP = 533.83

INV (12" CONC) = 531.35

CB

TOP = 534.12

INV (12" CLAY) = 532.24

MH

TOP = 534.40

INV (N & S) = 523.20

INV (NE) = 528.26

INV (E) = 523.58

INV (SE) = 529.88

INV (NW) = 525.14

CB

TOP = 534.17

INV (12" CONC) = 530.59

INLET

GRATE = 533.79

MH

TOP = 534.43

INV (12" CLAY) = 531.33

CB

TOP = 544.55

INV = 541.47

CB

TOP = 534.92

FULL OF DEBRIS

CB

TOP = 543.45

INV = 541.00

BOTTOM = 540.47

CB

TOP = 544.01

INV (12" CLAY) = 540.93

CB

TOP = 545.95

INV = 544.28

CB

TOP = 546.99

INV = 545.35

TRENCH DRAIN

GRATE = 544.60

TRENCH DRAIN

GRATE = 544.48

CB

TOP = 547.02

INV = 545.39

CB

TOP = 546.95

INV = 545.83

CB

TOP = 543.32

INV = 540.47

CB

TOP = 537.64

INV (12" CLAY) = 533.49

CB

TOP = 539.20

INV (NE) = 536.90

INV (E) = 537.03

INV (S) (12" PVC) = 536.60

CB

TOP = 538.26

INV (12" PVC) = 534.96

INV (4" PVC) = 542.35

INV (4" PVC) = 542.28

INV (4" PVC) = 542.32

TRENCH DRAIN

GRATE = 542.84

TRENCH DRAIN

GRATE = 542.23

INV = 541.58

6" P

VC

48" CPP

4

8

" C

P

P

48" C

PP

4

8

"

C

P

P

12" V

CP

12

" D

IP

1

2

"

P

V

C

1

2

"

R

C

P

12" DIP

1

2

"

D

I

P

12

" S

QU

AR

E

8" PVC

8" CLAY

12" R

CP

CB

TOP = 526.47

INV = 522.47

15" CPP

1

5

"

C

P

P

48" CPP

48" CPP

48

" C

PP

15" PVC (P

ER RECOR

DS)

24" CPP (PER RECORDS)

6" PVC (PER RECO

RDS)

6" P

VC

(P

ER

R

EC

OR

DS

)

6" P

VC

(P

ER

R

EC

OR

DS

)

8" V

CP

1

2

" V

C

P

18

" C

PP

1

2

"

S

T

M

1

8

"

U

N

D

E

R

D

R

A

I

N

C

O

L

L

E

C

T

O

R

(

P

E

R

R

E

C

O

R

D

S

)

18

" U

ND

ER

DR

AIN

C

OL

LE

CT

OR

(P

ER

R

EC

OR

DS

)

15

" U

ND

ER

DR

AIN

C

OL

LE

CT

OR

(P

ER

R

EC

OR

DS

)

1

2

"

S

T

M

1

5

"

C

P

P

15

" C

PP

15

" C

PP

15" C

PP

12

" R

CP

1

2

"

R

C

P

12" CPP

1

2

"

C

P

P

1

8

"

C

P

P

CB

TOP = 528.52

INV (N) = 525.72

INV (S) = 525.52

1

2

"

C

P

P

1

8

"

C

P

P

15

" C

PP

15

" C

PP

15" C

PP

6

"

P

V

C

8" CPP

18" CPP

12" C

PP

4

8

"

C

P

P

4

8

" C

P

P

24

" R

CP

2

4

"

R

C

P

18" R

CP

1

2

" R

C

P

18

" R

CP

18

" C

LA

Y

12

" C

LA

Y

1

5

"

V

C

P

12

" C

LA

Y

12" RCP

12" ST

M

12

" C

LA

Y

1

2

"

R

C

P

1

2

"

V

C

P

1

2

" V

C

P

12

" C

LA

Y

48" BRICK

6" CPP

12

" R

CP

12" CPP

6" C

PP

12

" C

PP

6

"

C

P

P

6" C

PP

6" C

PP

12

" C

LA

Y1

2" C

LA

Y

12" C

LA

Y

8" CLAY

12

" C

LA

Y

1

5

" V

C

P

12" R

CP

12" R

CP

12

" R

CP

CB

TOP = 531.34

INV (12" RCP) = 528.06

12" RC

P

12" R

CP

8

"

C

L

A

Y

8" VCP

12

" D

IP

12

" D

IP

12" D

IP

12" DIP

15

" D

IP

12

" D

IP

12" DIP

1

2

" V

C

P

1

2

" V

C

P

1

2

" V

C

P

8" PVC

1

0

"

P

V

C

6" C

LA

Y

12" C

O

N

C

1

2

" C

O

N

C

12

" C

ON

C

12

" C

ON

C

12

" C

ON

C

5

2

9

8" P

VC

8" P

VC

8" CLAY

12" CLAY

12

" C

LA

Y

10" CLAY

12" C

LA

Y

12

" C

LA

Y

1

2

" V

C

P

12" CLAY

6" C

I

1

0

"

P

V

C

12

" R

CP

12

" R

CP

12" R

CP

24" CONC

24" CON

C

12

" C

LA

Y

24" CONC

18

" C

ON

C

12

" C

LA

Y

12

" C

LA

Y

8

" C

L

A

Y

6

"

C

L

A

Y

8" P

VC

8" PVC

12" BOX

12" VCP

8

"

V

C

P

12" VCP

12

" V

CP

1

2

"

V

C

P

12" R

CP

6" C

P

P

MH

TOP = 533.66

INV = 516.34

48" BRICK

MH

TOP = 540.70

INV = 518.00

96" CMP

96" CMP

12" C

PP

24

" C

MP

MH

TOP = 523.81

INV (N) = 508.18

INV (SE) = 808.16

MH

TOP = 526.97

INV (N) = 519.17

INV (NE) = 515.62

INV (E) = 520.07

INV (S) = 515.67

INV (NW) = 521.83

8" SAN

UN

DE

RG

RO

UN

D T

RA

NS

MIS

SIO

N

UN

DE

RG

RO

UN

D T

RA

NS

MIS

SIO

N

UN

DE

RG

RO

UN

D T

RA

NS

MIS

SIO

N

UN

DE

RG

RO

UN

D T

RA

NS

MIS

SIO

N

2X

U

ND

ER

GR

OU

ND

E

LE

CT

RIC

2X

U

ND

ER

GR

OU

ND

E

LE

CT

RIC

2X

U

ND

ER

GR

OU

ND

E

LE

CT

RIC

2X

U

ND

ER

GR

OU

ND

E

LE

CT

RIC

2X

U

ND

ER

GR

OU

ND

E

LE

CT

RIC

2X UNDERGROUND ELE

CTRIC

12

" D

I (P

ER

R

EC

OR

DS

)1

2" D

I (P

ER

R

EC

OR

DS

)

12

" D

I (P

ER

R

EC

OR

DS

)

12

" D

I (P

ER

R

EC

OR

DS

)

12" D

I (P

ER

R

EC

OR

DS

)

1

2

" D

I (P

E

R

R

E

C

O

R

D

S

)

1

2

" D

I (P

E

R

R

E

C

O

R

D

S

)

12

" C

I (P

ER

R

EC

OR

DS

)

12

" C

I (P

ER

R

EC

OR

DS

)

12

" C

I (P

ER

R

EC

OR

DS

)

12

" C

I (P

ER

R

EC

OR

DS

)1

2" C

I (P

ER

R

EC

OR

DS

)

4

2

" R

C

(P

E

R

R

E

C

O

R

D

S

)

4

2

"

L

C

(P

E

R

R

E

C

O

R

D

S

)

8" CI (PER RECORDS)

6" CI (PER RECO

RDS)

12

" C

I (P

ER

R

EC

OR

DS

)

12

" C

I (P

ER

R

EC

OR

DS

)

12" C

I (P

ER

R

EC

OR

DS

)

12" C

I (P

ER

R

EC

OR

DS

)

48" LC

P (P

ER

R

EC

OR

DS

)

48

" L

CP

(P

ER

R

EC

OR

DS

)

48

" L

CP

(P

ER

R

EC

OR

DS

)

6" C

I (P

ER

R

EC

OR

DS

)6

" C

I (P

ER

R

EC

OR

DS

)6

" C

I (P

ER

R

EC

OR

DS

)6

" C

I (P

ER

R

EC

OR

DS

)

6" C

I (P

ER

R

EC

OR

DS

)

6" CI (PER RECO

RDS)

6" CI (PER RECORDS)

42" LCP (PER RECORDS)

42" LCP (PER RECORDS)

6" CI (PER RECORDS)

6" CI (PER RECORDS)

S

IG

N

S

I

G

N

Z Z

Z Z

Z Z

Z Z

Z Z

Z ZZ Z

ZZ

ZZ

ZZ

ZZ

Z

Z

Z

Z

Z Z

Z Z

Z

Z

Z

Z Z

Z

ZZZ

Z Z

CD

F

W

WW

W

E

PBW

WPB

CD

F

TR

PB

TRP

TRP

TRP

TRP

TRP

TRP

W

T

E

W

PB

E

WS

PB

PB

PB

PB

8"

4"

PB

4"

E

PB

GG

E

W

PB

G

G

E

TRP

TRP

TRP

PB

4"

W

WW

W

4"4"

4"

ICIC

6" PB 6"4"

PB

PB

PB

TR

PB

PB

PB

W PB

PB

E

G

PB

PB

W

E

T

E

W

PB

T

PB

PB

PB

GS

PB

T

G

W

GS

PB

PB

TRP

TRP

TRP

TRP

TRP

PB

TR

W

PB10"

PB

W

G

E

W

G

G

G

PB

G

PB

PB

PB

6"

12"

6"W

PB 12"

TRP

TRP

TRP

W

TR

PBPB

G

6"

8"

6"

W

W

PB

24"

W

PB

PB

36"

15"

6"

6"

PB

6"

8"

10"

PB

10"

W

W

FF

=

535.9

FF

=

5

36

.5

GA

RA

GE

GRATE

GRATE

G

W

S

S

S

S

S

CO

CO

S

S

DS

D

S

S

S

S

D

S

S

S

D

SD

S

S

S

S

S

S

S

S

S

D

S

DD

S

S

S

S

D

S

S

D

S

S

D

D

D

S

COCO CO

CO CO

COCO

CO

CO

CO

CO

S

D

COCO

S

S

S

D

S

CO

CO

CO

CO

CO

D

CO

YD

CO

CO

COCO

CO

D

CO

D

CO

COCO

S

YDYD

S

S

S

D

D

S

S

S

S

S

S

S

CO

S

S

SS

S

S

S

S

D

D

D

D

S

S

D

SS

S

S

S S

D

S

S

5

2

5

5

2

1

5

2

2

5

2

3

5

2

4

5

2

5

5

2

6

5

2

7

5

2

8

5

2

9

5

3

0

5

3

1

5

3

3

532

531

5

3

0

5

3

1

5

3

3

5

3

4

5

3

4

535

536

538

537

5

3

3

5

3

4

5

3

5

5

3

6

5

3

7

5

3

8

5

3

9

5

4

0

5

4

1

539

540

541

5

3

9

5

4

0

5

4

3

543

5

4

2

5

3

5

5

3

6

5

3

7

5

3

8

5

3

9

5

4

0

541

5

2

4

5

2

3

523

5

2

4

5

2

5

5

2

6

5

2

7

BENCHMARK # 1 = 534.71

BOX CUT ON WATER PIT

BENCHMARK # 2 = 525.82

CROSS NOTCH ON CONCRETE

12" C

I (P

ER

R

EC

OR

DS

)

12" C

I (P

ER

R

EC

OR

DS

)

48

" R

C (P

ER

R

EC

OR

DS

)

6" CI (PER RECORDS)

12

" D

I (P

ER

R

EC

OR

DS

)

6" CI (PER RECORDS)

6" CI (PER RECORDS)

12

" C

I (P

ER

R

EC

OR

DS

)

6

" C

I (P

E

R

R

E

C

O

R

D

S

)

8

" D

I (P

E

R

R

E

C

O

R

D

S

)

1

2

" D

I (P

E

R

R

E

C

O

R

D

S

)

1

8

" V

C

P

EX

. S

AN

2

1

" V

C

P

MH

TOP = 523.21

INV (E) = 510.70

INV (SE) = 510.99

INV (W) = 510.56

INLET

GRATE = 524.39

INV = 519.44

CB

TOP = 524.87

INV = 522.22

C

B

TOP = 520.88

INV = 517.03

12" V

CP

12" VCP

INLET

GRATE = 520.98

INV = 518.93

MH

TOP = 523.78

INV = 512.18

8" PVC

12" RCP

MH

TOP = 524.07

INV = 517.77

24

" R

CP

24

" R

CP

1

2

"

R

C

P

MH

TOP = 530.79

INV (N & S) = 517.34

INV (NE) = 523.42

12

" V

CP

1

2

"

V

C

P

12" VCP

1

2

"

V

C

P

1

2

" V

C

P

MH

TOP = 524.89

INV (NE) = 512.65

INV (E) = 517.64

INV (SE) = 517.72

INV (S) = 511.92

INV (SW) = 517.82

INV (W) = 511.84

MH

TOP = 525.26

INV (N) = 512.56

INV (NE) = 512.82

INV (S) = 512.77

12" VCP

12" V

CP

12" VCP

12" VCP

1

0

"

P

V

C

1

0

"

P

V

C

MH

TOP = 527.52

INV (N) = 516.12

INV (SW) = 515.72

MH

TOP = 526.43

INV (NE) = 521.06

INV (S) = 520.96

MH

TOP = 528.76

INV (NE) = 524.56

INV (E) = 524.31

INV (SE) = 524.60

INV (SW) = 524.29

MH

TOP = 524.87

INV = 520.67

CB

TOP = 524.60

INV = 521.12

MH

TOP = 523.87

INV = 519.83

CB

TOP = 528.52

INV = 526.33

CB

TOP = 530.22

INV = 527.36

CB

TOP = 527.97

INV = 525.02

1

2

"

R

C

P

6

"

V

C

P

1

2

"

V

C

P

1

2

"

R

C

P

1

2

"

V

C

P

1

2

"

V

C

P

1

2

"

R

C

P

1

0

"

V

C

P

INLET

GRATE = 533.45

INV = 531.15

INLET

GRATE = 533.52

INV = 530.32

INLET

GRATE = 532.20

INV = 528.60

MH

TOP = 533.59

INV (NE) = 526.85

INV (NE) = 526.89

INV (SE) = 526.59

INV (SW) = 526.39

MH

TOP = 541.78

INV (N) = 521.03

INV (E & W) = 518.48

INV (SE) = 531.08

INV (SW) = 533.33

INV (NW) = 533.50

48" BRICK

48" B

RICK

12

" V

CP

1

2

"

S

A

N

1

2

"

V

C

P

1

2

"

V

C

P

CB

TOP = 541.11

INV = 537.45

CB

TOP = 541.06

INV = 537.13

18

" V

CP

18" VCP

18" S

AN

12" VCP

12" VCP

MH

TOP = 542.18

INV = 531.68

MH

TOP = 542.49

INV (N) = 528.23

INV (E) = 528.68

INV (S) = 528.54

INV (W) = 534.29

1

2

"

V

C

P

1

2

"

R

C

P

1

2

"

S

T

M

EZ

ZA

R

D

C

H

AR

LE

S

(R

/W

V

A

R

IE

S

)

JO

HN

S

TR

EE

T

(5

0' R

/W

)

JO

HN

S

TR

EE

T

(5

0' R

/W

)

D

E

R

R

IC

K

T

U

R

N

B

O

W

A

V

E

N

U

E

(6

0

' R

/W

)

D

E

R

R

IC

K

T

U

R

N

B

O

W

A

V

E

N

U

E

(6

0

' R

/W

)

W

A

D

E

S

T

R

E

E

T(4

0

' R

/W

)

WADE STREET

(40' R/W)

CENTRAL PARKWAY

(150' R/W)

CENTRAL PARKWAY

(150' R/W)

CENTRAL PARKWAY

(150' R/W)

CENTRAL PARKW

AY

(150' R/W)

CE

NT

RA

L A

VE

NU

E

(6

0' R

/W

)

CE

NT

RA

L A

VE

NU

E

(6

0' R

/W

)

CE

NT

RA

L A

VE

NU

E

(6

0' R

/W

)

CE

NT

RA

L A

VE

NU

E

(6

0' R

/W

)

JO

HN

S

TR

EE

T

(R

/W

V

AR

IE

S)

14TH STREET

(40' R/W)

14TH STREET

(40' R/W)

PR

OV

ID

EN

CE

S

TR

EE

T

(2

5' R

/W

)

PR

OV

ID

EN

CE

S

TR

EE

T

(2

5' R

/W

)

FUGATE ALLEY

(10' R/W)

FUGATE ALLEY

(10' R/W)

15TH STREET

(40' R/W)

UN

NA

ME

D A

LL

EY

(10' R

/W

)

GALENA ALLEY

(10' R/W)

Z

Z

Z

Z

Z

Z

134-0003-0269

LOT 3

CITY OF CINCINNATI

SHIELD VS CALDWELL SUBDIVISION

OF BLOCK 5

D.B. 276 PG. 69

O.C. BETTS SUBDIVISION OF BLOCK 5

WM. BETTS HEIRS SUBDIVISION

D.B. 81 PG. 39

134-0003-0064

CITY OF CINCINNATI

LOT 26

LOT 27

LOT 28

LOT 29

LOT 30

LOT 31

LOT 32

134-0003-0247

CITY OF CINCIN

NATI

134-0003-0486

THE BOARD OF EDUCATION OF THE CITY

SCHOOL DISTRICT OF THE CITY OF CINCINNATI

P.B. 467 PG. 80

5.670 ACRES

E

X

. S

T

M

(P

E

R

R

E

C

O

R

D

S

)

LATERAL (PER RECORDS)

A

R

M

O

R

Y

A

V

E

N

U

E

(5

0

' R

/W

)

S

E

C

. 2

4

, T

O

W

N

4

, F

R

A

C

. R

A

N

G

E

1

S

E

C

. 1

8

, T

O

W

N

4

, F

R

A

C

. R

A

N

G

E

1

S

E

C

. 2

4

, T

O

W

N

4

, F

R

A

C

. R

A

N

G

E

1

S

E

C

. 1

8

, T

O

W

N

4

, F

R

A

C

. R

A

N

G

E

1

S

E

C

. 2

4

, T

O

W

N

4

, F

R

A

C

. R

A

N

G

E

1

S

E

C

. 1

8

, T

O

W

N

4

, F

R

A

C

. R

A

N

G

E

1

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

88

89

90

91

92

93

94

95

87

86

85

84

83

82

81

80

79

59

102

103

104

105

106

101

100

99

98

97

96

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

D

. E

. W

A

D

E

'S

S

U

B

D

IV

IS

IO

N

D

.B

. 1

1

7

P

G

. 1

1

6

D. E. WADE'S SUBDIVISION

D.B. 117 PG. 116


D.B. 117 PG. 116


D.B. 117 PG. 116


D.B. 117 PG. 116


D.B. 117 PG. 116


D.B. 117 PG. 116

PLAT B D. E. WADE'S SUBDIVISION

D.B. 117 PG. 116

PLAT B D. E. WADE'S SUBDIVISION

D.B. 117 PG. 116


D.B. 117 PG. 116


D.B. 117 PG. 116

081-0002-0143

LOT 19

081-0002-0142

LOT 20

081-0002-0141

LOT 21

08

1-0

00

2-0

37

9

081-0002-0140

LOT 18

081-0002-0139

LOT 17

FORBES ALLEY

(10' R/W)

081-0002-0138

LOT 22

SNM PROPERTIES, LLC

O.R. 13573 PG. 1678

081-0002-0137

LOT 23

SNM PROPERTIES, LLC

O.R. 13573 PG. 1678

081-0002-0136

LOT 24

SNM PROPERTIES, LLC

O.R. 13573 PG. 1678

081-0002-0135

LOT 25

SNM PROPERTIES, LLC

O.R. 13573 PG. 1678

081-0002-0134

LOT 26

WALNUT STREET PARKING, INC.

O.R. 12888 PG. 1745

081-0002-0133

LOT 27


O.R. 12888 PG. 1745

081-0002-0132

LOT 28


O.R. 12888 PG. 1745

081-0002-0131

LOT 29


O.R. 12888 PG. 1745

081-0002-0130

PT. LOT 30

CINCINNATI SMSA TOWER HOLDINGS, LLC

O.R. 9869 PG. 1748

081-0002-0129

PT. LOT 31

CINCINNATI SMSA TOWER

HOLDINGS, LLC

O.R. 9869 PG. 1748

081-0002-0128

PT. LOT 32

CINCINNATI SMSA TOWER

HOLDINGS, LLC

O.R. 9869 PG. 1748

081-0002-0128

PT. LOTS 30 - 32

CINCINNATI SMSA

TOWER HOLDINGS, LLC

O.R. 9869 PG. 1748

132

133

134

135

137

136

138

139

141

140

143

142

144145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

081-0002-0098

LOT 56

WEST END VENTURES, LLC

O.R. 13684 PG. 1727 - PARCEL 3

081-0002-0097

LOT 55


O.R. 13684 PG. 1727 - PARCEL 2

081-0002-0096

LOT 54


O.R. 13684 PG. 1727 - PARCEL1

081-0002-0093

LOT 2


O.R. 13627 PG. 2287 - PARCEL II TRACT 1

081-0002-0090

PT. LOT 3



081-0002-0092

PT. LOT 3



081-0002-0089

PT. LOTS 3 & 4



081-0002-0091

PT. LOT 4



081-0002-0088

LOT 5



081-0002-0087

LOT 6



081-0002-0086

LOT 7



081-0002-0085

LOT 8



081-0002-0084

LOT 9



081-0002-0077

LOT 1

THE LIGHTHOUSE MINISTRIES

D.B. 6189 PG. 493

081-0002-0074

PT. LOT 17

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 3

081-0002-0071

PT. LOT 18

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0072

PT. LOTS 17 & 18

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0070

PT. LOT 18

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0069

LOT 19

PNC BANK, NA TRUSTEE

O.R. 11313 PG. 321

081-0002-0068

LOT 20

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0067

LOT 21

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0066

LOT 22

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0065

LOT 23

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0064

LOT 24

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0063

LOT 25

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0062

LOT 26

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0061

LOT 27

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0060

PT. LOT 28

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0059

PT. LOT 28

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0058

LOT 29

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0078

LOT 15

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0079

LOT 14

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0080

LOT 13

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0081

LOT 12

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0082

LOT 11

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

081-0002-0083

LOT 10

THE PROVIDENT BANK

O.R. 9794 PG. 522 - PARCEL 2

COMMITMENT # OH-FAM-16-001091

PROJECT PARCEL 5 - ITEM # 14

10' CINCINNATI BELL EASEMENT

D.B. 4326 PG. 413





RIGHT OF ENTRY EASEMENT

O.R. 7247 PG. 1420


PROJECT PARCEL 14 - ITEM # 14, 15

WATER MAIN EASEMENT

P.B. 385 PG. 9

P.B. 392 PG. 58

C

O

M

M

IT

M

E

N

T

#

O

H

-F

A

M

-1

6

-0

0

1

1

2

8

P

R

O

J

E

C

T

P

A

R

C

E

L

1

4

- IT

E

M

#

2

5

D

E

D

IC

A

T

E

D

R

IG

H

T

O

F

W

A

Y

P

.B

. 3

9

2

P

G

. 5

8

C

O

M

M

IT

M

E

N

T

#

O

H

-F

A

M

-1

6

-0

0

1

1

3

2

P

R

O

J

E

C

T

P

A

R

C

E

L

1

- IT

E

M

#

1

2

, 2

3

W

A

T

E

R

M

A

IN

E

A

S

E

M

E

N

T

D

.B

. 4

3

7

0

P

G

. 1

5

5

1

C

O

M

M

IT

M

E

N

T

#

O

H

-F

A

M

-1

6

-0

0

1

1

3

2

P

R

O

J

E

C

T

P

A

R

C

E

L

1

- IT

E

M

#

1

2

, 2

3

W

A

T

E

R

M

A

IN

E

A

S

E

M

E

N

T

D

.B

. 4

3

7

0

P

G

. 1

5

5

1


PROJECT PARCEL 1 -

ITEM # 13, 33 - RETAINING WALL EASEMENT

D.B. 4275 PG. 164

ITEM # 14, 34 - UTILITY EASEMENT

D.B. 4305 PG. 1791



10' CG&E INGRESS / EGRESS EASEMENT

D.B. 4258 PG. 226

C

O

M

M

I

T

M

E

N

T

#

O

H

-

F

A

M

-

1

6

-

0

0

1

1

3

2

P

R

O

J

E

C

T

P

A

R

C

E

L

1

-

I

T

E

M

#

2

2

2

4

'

C

G

&

E

R

I

G

H

T

O

F

W

A

Y

E

A

S

E

M

E

N

T

D

.

B

.

4

3

7

0

P

G

.

1

3

5

1



COMBINATION SEWER EASEMENT

P.B. 419 PG. 81

20

'

20.32'



APPROXIMATE LOCATION

15' UTILITY EASEMENT

O.R. 11246 PG. 713



PRIVATE STORM

DRAINAGE LIMITS EASEMENT

P.B. 320 PG. 23

134-0003-0007

CITY OF CINCINNATI

134-0003-0008

CITY OF CINCINNATI

D.B. 2600 PG. 506

VACATED BARD ALLEY

134-0003-0009

CITY OF CINCINNATI

D.B. 2701 PG. 21

134-0003-0486


SCHOOL DISTRICT OF THE CITY OF

CINCINNATI

P.B. 467 PG. 80

5.670 ACRES

UNDERGROUND DETENTION

(PER RECORDS)

CB

TOP = 528.13

INV = 516.98

SB

SB

SB

SB

SB

POTHOLE

D = 6'-10"

POTHOLE

D = 5'-1"

POTHOLE

D = 4'-7"

POTHOLE

D = 5'-6"

POTHOLE

D = 4'-10"

POTHOLE

D = 5'-2"

POTHOLE

D = 5'-2"

POTHOLE

D = 5'-2"

POTHOLE

D = 4'-2"

POTHOLE

D = 7'-3"

1

134-0003-0008

CITY OF CINCINNATI

D.B. 2600 PG. 506

VACATED BARD ALLEY

2

134-0003-0007

CITY OF CINCINNATI

3

134-0003-0061

PT. LOT 12



D.B. 2470 PG. 49

4

134-0003-0276



D.B. 2418 PG. 521

5

134-0003-0277



D.B. 2418 PG. 521

6

134-0003-0298

PT. LOT 8



D.B. 2461 PG. 405

7

134-0003-0299



D.B. 2419 PG. 537

8

134-0003-0300



D.B. 2429 PG. 203

9

134-0003-0301



D.B. 2429 PG. 203

10

134-0003-0302



D.B. 2473 PG. 447

11

134-0003-0303



D.B. 2459 PG. 528

12

134-0003-0295

LOT 19



D.B. 2463 PG. 596

13

134-0003-0294

LOT 18



D.B. 2470 PG. 49

14

134-0003-0293

LOT 17



D.B. 2511 PG. 195

15

134-0003-0292

LOT 16



D.B. 2511 PG. 195

16

134-0003-0291

LOT 15



D.B. 2441 PG. 623

17

134-0003-0290

LOT 14



D.B. 2392 PG. 363

18

134-0003-0286

LOT 10



D.B. 2383 PG. 613

19

134-0003-0287

LOT 11



D.B. 2383 PG. 613

20

134-0003-0288

LOT 12



D.B. 2401 PG. 358

21

134-0003-0289

LOT 13



D.B. 2394 PG. 32

22

134-0003-0304



D.B. 2482 PG. 398

23

134-0003-0268



D.B. 2379 PG. 131

24

134-0003-0267



D.B. 2405 PG. 67

25

134-0003-0258



D.B. 2383 PG. 486

26

134-0003-0257



D.B. 2396 PG. 195

27

134-0003-0256



D.B. 2469 PG. 534

28

134-0003-0255



D.B. 2383 PG. 91

29

134-0003-0254



D.B. 2453 PG. 262

30

134-0003-0253



D.B. 2403 PG. 435

31

134-0003-0079



D.B. 2468 PG. 623

32

134-0003-0252



D.B. 2459 PG. 83

33

134-0003-0248



D.B. 2483 PG. 521

34

134-0003-0246



D.B. 2452 PG. 202

35

134-0003-0009

CITY OF CINCINNATI

D.B. 2701 PG. 21

36

134-0003-0245



D.B. 2444 PG. 349

37

134-0003-0244



D.B. 2473 PG. 624

38

134-0003-0243



D.B. 2475 PG. 245

39

134-0003-0242



D.B. 2466 PG. 300

40

134-0003-0241



D.B. 2456 PG. 484

41

134-0003-0065



D.B. 2464 PG. 407

42

134-0003-0082



D.B. 2467 PG. 215 - PARCEL 29

43

134-0003-0240



D.B. 2467 PG. 215 - PARCEL 28

44

134-0003-0239



D.B. 2506 PG. 522

45

134-0003-0096



D.B. 2506 PG. 522

46

134-0003-0095



D.B. 2470 PG. 176

47

134-0003-0094



D.B. 2513 PG. 154

48

134-0003-0066



D.B. 2419 PG. 492

49

134-0003-0093



D.B. 2394 PG. 408

50

134-0003-0092



D.B. 2482 PG. 577

51

134-0003-0091



D.B. 2382 PG. 215

52

134-0003-0090



D.B. 2385 PG. 143

53

134-0003-0089



D.B. 2385 PG. 143

54

134-0003-0003



D.B. 2451 PG. 467

55

134-0003-0088



R.L. CERT # 74765

56

134-0003-0087



D.B. 2456 PG. 568

57

134-0003-0086



D.B. 2507 PG. 14

58

134-0003-0085



D.B. 2483 PG. 603

59

134-0003-0084



D.B. 2506 PG. 620

SOUTH STARGEL STADIUM SITE

(SOUTH OF ARMORY)

60

134-0001-0312

PT. LOT 1

61

134-0001-0311

PT. LOT 1

62

134-0001-0310

LOT 2

63

134-0001-0309

LOT 3

64

134-0001-0308

LOT 4

65

134-0001-0307

LOT 5

66

134-0001-0306

LOT 6

67

KUHFERS ALLEY

(10' R/W)

68

134-0001-0305

PT. LOT 28

69

134-0001-0323

PT. LOT 28

70

134-0001-0304

PT. LOT 27

71

134-0001-0322

PT. LOT 27

72

134-0001-0303

LOT 26

73

134-0001-0302

LOT 25

74

134-0001-0301

LOT 24

75

134-0001-0300

LOT 23

76

134-0001-0299

LOT 22

77

134-0001-0298

PT. LOT 21

78

134-0001-0297

PT. LOT 21

79

134-0001-0296

LOT 7

80

134-0001-0295

LOT 8

81

134-0001-0294

LOT 9

82

134-0001-0293

LOT 10

83

134-0001-0292

LOT 11

84

134-0001-0291

LOT 12

85

134-0001-0290

LOT 13

86

134-0001-0289

PT. LOT 14

87

134-0001-0288

PT. LOT 14

88

BARD ALLEY

(10.5' R/W)

89

134-0001-0287

LOT 20

NORTH STARGEL STADIUM SITE

(NORTH OF ARMORY)

90

134-0001-0286

LOT 19

91

134-0001-0285

LOT 91

92

134-0001-0284

LOT 18

93

134-0001-0283

LOT 17

94

134-0001-0282

LOT 16

95

134-0001-0281

LOT 15

96

134-0001-0347

PT LOTS 118 - 123

97

134-0001-0272

LOT 124

98

134-0001-0273

LOT 125

99

134-0001-0274

LOT 126

100

134-0001-0275

PT. LOT 127

101

134-0001-0314

PT. LOT 127

102

134-0001-0280

LOT 128

103

134-0001-0279

LOT 129

104

134-0001-0278

LOT 130

ALL CONVEYED TO (UNLESS NOTED OTHERWISE)

THE BOARD OF EDUCATION OF THE CITY SCHOOL DISTRICT OF

THE CITY OF CINCINNATI

D.B. 4370 PG. 1547

D.B. 4376 PG. 1856

105

134-0001-0277

LOT 131

106

134-0001-0276

LOT 132

107

134-0001-0264

LOT 117

108

134-0001-0271

PT. LOT 123

109

134-0001-0318

PT. LOT 122

110

134-0001-0270

PT. LOT 122

111

134-0001-0269

PT. LOT 121

112

134-0001-0268

PT. LOT 120

113

134-0001-0267

PT. LOT 119

114

134-0001-0266

PT. LOT 118

115

134-0001-0265

LOT 116

116

134-0001-0251

PT. LOT 115

117

134-0001-0250

PT. LOTS 114 & 115

118

134-0001-0249

PT. LOTS 113 & 114

119

134-0001-0248

PT. LOT 113

120

134-0001-0252

PT. LOTS 113 - 115

121

134-0001-0253

PT. LOT 142

122

134-0001-0254

PT. LOT 142

123

134-0001-0255

LOT 141

129

134-0001-0261

LOT 135

130

134-0001-0262

LOT 134

131

134-0001-0263

LOT 133

JEHOVAHS WITNESS SITE

ALL CONVEYED TO (UNLESS NOTED OTHERWISE)

MIDTOWN CONGREGATION OF JEHOVAH'S WITNESSES

(F/K/A CENTRAL CONGREGATION OF JEHOVAH'S WITNESSES)

D.B. 6583 PG. 1393

O.R. 13553 PG. 1743

124

134-0001-0256

RJCPII, LLC

O.R. 12936 PG. 879

125

134-0001-0257

HISTORIC LIMITED LIABILITY COMPANY, LLC

O.R. 11172 PG. 539

126

134-0001-0258

CF URBAN, LLC

O.R. 13428 PG. 362

127

134-0001-0259

CINCINNATI METROPOLITAN HOUSING AUTHORITY

O.R. 13658 PG. 2299

128

134-0001-0260

CINCINNATI METROPOLITAN HOUSING AUTHORITY

O.R. 13658 PG. 2299

132

081-0002-0120

LOT 1

CITY OF CINCINNATI

D.B. 3134 PG. 537

133

081-0002-0119

LOT 2

CITY OF CINCINNATI

D.B. 3134 PG. 537

134

081-0002-0118

PT. LOT 3

CITY OF CINCINNATI

D.B. 3147 PG. 89

135

081-0002-0117

PT. LOTS 3 & 4

CITY OF CINCINNATI

D.B. 3147 PG. 89

136

081-0002-0116

PT. LOT 4

CITY OF CINCINNATI

D.B. 3147 PG. 89

137

081-0002-0115

PT. LOT 4

CITY OF CINCINNATI

D.B. 3135 PG. 43

138

081-0002-0114

PT. LOT 5

CITY OF CINCINNATI

D.B. 3147 PG. 89

139

081-0002-0113

PT. LOT 5

CITY OF CINCINNATI

D.B. 3129 PG. 572

140

081-0002-0112

PT. LOTS 5 & 6

CITY OF CINCINNATI

D.B. 3105 PG. 637

141

081-0002-0111

PT. LOT 6

CITY OF CINCINNATI

D.B. 3129 PG. 572

142

081-0002-0110

PT. LOT 7

CITY OF CINCINNATI

D.B. 3105 PG. 637

143

081-0002-0109

PT. LOT 7

CITY OF CINCINNATI

D.B. 3134 PG. 537

144

081-0002-0108

PT. LOTS 7 & 8

CITY OF CINCINNATI

D.B. 3117 PG. 122

145

081-0002-0107

PT. LOTS 7 & 8

CITY OF CINCINNATI

D.B. 3128 PG. 663

146

081-0002-0388

VACATED TRUNK ALLEY

CITY OF CINCINNATI

D.B. 3168 PG. 196

147

081-0002-0106

LOT 9

CITY OF CINCINNATI

D.B. 3067 PG. 241

148

081-0002-0105

LOT 10

CITY OF CINCINNATI

D.B. 3070 PG. 356

149

081-0002-0104

LOT 11

CITY OF CINCINNATI

D.B. 3048 PG. 47

150

081-0002-00378

PT. LOT 12

CITY OF CINCINNATI

D.B. 3089 PG. 353

151

081-0002-0103

PT. LOT 12

CITY OF CINCINNATI

D.B. 3085 PG. 524 - PARCEL 2

152

081-0002-0102

LOT 13

CITY OF CINCINNATI

D.B. 3085 PG. 524 - PARCEL 2

153

081-0002-0101

LOT 14

CITY OF CINCINNATI

D.B. 3054 PG. 530

154

081-0002-0100

LOT 15

CITY OF CINCINNATI

D.B. 3067 PG. 253

155

081-0002-0099

LOT 16

CITY OF CINCINNATI

D.B. 3095 PG. 381

CINCINNATI POLICE

PARKING LOT SITE

156

081-0002-0126

PT. LOTS 33 & 34


O.R. 13651 PG. 1280

157

081-0002-0125

PT. LOTS 33 & 34


O.R. 13627 PG. 2287

PARCEL III - TRACT 1

158

081-0002-0124

PT. LOTS 33 & 34


O.R. 13627 PG. 2287


159

081-0002-0123

PT. LOTS 33 & 34


O.R. 13627 PG. 2287


160

081-0002-0122

PT. LOTS 33 & 34


O.R. 13627 PG. 2287


161

081-0002-0121

PT. LOTS 33 & 34


O.R. 13627 PG. 2287


162

081-0002-0094

LOT 58


O.R. 13627 PG. 2287

PARCEL I - TRACT 2

163

081-0002-0095

LOT 57


O.R. 13627 PG. 2287

PARCEL I - TRACT 1

164

081-0002-0393

VACATED NOME ALLEY


O.R. 13684 PG. 1727

PARCEL 4

165

081-0002-0075

PT. LOT 16


O.R. 13637 PG. 2066

PARCEL 1

166

081-00

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Joshua Winkler West End... · The FCC West End Stadium PD is situated in the City of Cincinnati, Hamilton County, and located on properties generally