buena vista regulatory sp - nashville, tennessee · 2019-01-31 · pike ave. dr. river cliff dr....

14
MPC# 2018SP-068-001 |October 2, 2018 M PC# 2018SP-068-001 |October 2, 2018 BUENA VISTA Preliminary Specic Plan Residential District at Buena Vista Pike and Cliff Drive

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M P C # 2 0 1 8 S P - 0 6 8 - 0 0 1 | O c t o b e r 2 , 2 0 1 8M P C # 2 0 1 8 S P - 0 6 8 - 0 0 1 | O c t o b e r 2 , 2 0 1 8

BUENA VISTAPreliminary Specifi c Plan

Residential District at Buena Vista Pike and Cliff Drive

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Parcel ID: 07009013100Address: 0 Buena Vista Pike Nashville, TN 37218Owner(s): Tree Mendus Development JVCouncil District: (02) DeCosta Hastings

Parcel ID: 07009013200Address: 2210 Buena Vista Pike Nashville, TN 37218Owner(s): UP Development, LLCCouncil District: (02) DeCosta Hastings

Parcel ID: 07009013300Address: 2216 Buena Vista Pike Nashville, TN 37218Owner(s): Silmar Holdings, LLCCouncil District: (02) DeCosta Hastings

Developer:Paragon Group408 Taylor St., Suite 202Nashville, TN 37208ATTN: Jenn [email protected]

Applicant / Land Planner:Smith Gee Studio209 10th Avenue S., Suite 425Nashville, TN 37203ATTN: Scott [email protected]

Civil Engineer:Dale & Asociates516 Heather PlNashville, TN 37204ATTN: Michael [email protected]

02CONTEXT MAP

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Existing Connections

Sight Drainage

MTA Bus Stop (RTE 22)

MTA Existing Connection

MTA Proposed Connection*

Linear Riverfront Park*

Future Street Connection*

Potential Alley Connection*

Proposed Trinity Ln Protected Bikeway

*According to Bordeaux Whites Creek Community area plan and Haynes Trinity Special Area Plan

03EXISTING CONDITIONS

CLIFF DRIVE

CLIFF DRIVE

+540’+540’

+530’

+520’+520’

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2222 BUENA VISTA PIKE(07009016600)

Lot 3Resubdivision of Lot Nos 2 & 3

Tom Resha PropertyPlat Book 8250, Page 19

MUHAMMAD M. AKMAL20080702-0068535

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S58°35'33"E162.04'

S58°35'33"E 99.27'

S32°

16'04

"W 2

31.16

'

S52°46'37"E22.48'

S34°4

3'00"W

174

.00'

N53°17'36"W 289.58'

C1

S32°

34'35

"W 2

19.64

'

S52°01'50"E 100.94'

N51°11'08"W 182.99'

18"

36"

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CURB INLET(TYPICAL)

18"

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CONC. STAIRS

WATER METER(TYPICAL)

3008 CLIFF DR(07013009900)

ANTONIO C. TURNER20150616-0057287

34.00'

19.88

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2220 BUENA VISTA PIKE(07009016600)

Lot 2Resubdivision of Lot Nos 2 & 3

Tom Resha PropertyPlat Book 8250, Page 19

KADEN JOHN ANTHONYCHILDREY

20130903-0092772

2218 BUENA VISTA PIKE(07009013400)

Lot 1Resubdivision of Lot Nos 2 & 3

Tom Resha PropertyPlat Book 8250, Page 19

FED DEVELOPMENT, LLC20150924-0097300

CCCC

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C3CCCCC

36" RCPIE=536.30

36" RCP INVIE=529.68

X

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CM(O) MDPWN: 679423.00

E: 1724087.43

CM(O) MDPW DISTURBEDN: 679379.53E: 1724144.85

IR(O) 5/8" TNN: 679432.77E: 1724215.79

IR(O) 1/2" GAM TNN: 679593.22E: 1724307.02

CM(O) NO DISKN: 679774.20E: 1724450.75

IR(O) 5/8" TNN: 679260.80E: 1724443.25

IR(O) 1/2" GAM TNN: 679259.80E: 1724447.87

IR(O) 5/8" BENTN: 679663.69

E: 1724567.67

IR(O) 1/2" LEANINGN: 679611.73E: 1724652.48

IR(O) 1"N: 679402.68E: 1724547.02

IR(O) 5/8" BENTN: 679628.67E: 1724663.19

IR(O) 1/2" SMITH 2012N: 679567.73

E: 1724767.69

IR(O) 1/2" DELLE RLSN: 679550.93

E: 1724760.86

IR(O) 5/8"N: 679478.33

E: 1724449.62

IR(O) 5/8" TNN: 679479.90

E: 1724449.36

IR(O) 1/2" GAM TNN: 679677.53E: 1724544.94

IR(O) 1/2" DELLE RLSN: 679673.46

E: 1724545.06

IR(O) 1/2" GAM TNN: 679747.94

E: 1724429.45

1" AXELN: 679416.24

E: 1724529.08

Parcel No.SITE DATA

Parcel ID(131) 07009013100

OwnerTree Mendus Development JV

Deed Reference20150417-0034219

Address0 Buena Vista Pike

Parcel Area55,091 ± sq. ft. or 1.265 acres more or less

(132) 07009013200 Up Development, LLC 20150318-0023292 2210 Buena Vista Pike 35,914 ± sq. ft. or 0.825 acres more or less(133) 07009013300 Silmar Holdings, LLC 20171115-0117354 2216 Buena Vista Pike 22,509 ± sq. ft. or 0.517 acres more or less

Zoning"CL""R8""R8"

CLARKSVILLE

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NTSVICINITY MAP

SITE

0’ 30’ 60’ 120’

04PROPERTY SURVEY

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Current Zoning: Commercial Limited (CL), Medium Density Residential (R8)

Current Land Use Policy: The property is located within the Bordeaux-Whites Creek Community Plan and the Haynes Trinity small area plan. The current land use policy for the property is T4NC (Urban Neighborhood Center) and T4NE (Urban Neighborhood Evolving).

T4 Urban Neighborhood Center: generally located at the intersections of urban streets with intensity placed with-in the edges and consist of commercial, mixed use, residential and institutional land uses and services to meet the needs of the larger surrounding urban area within a fi ve to ten minute walk. The massing of mixed use build-ings results in a footprint with moderate to high lot coverage with regularly spaced buildings built to the back edge of the sidewalk with parking provided on street, beside or behind the buildings. The building and entrances are oriented towards the higher-order street and the front facade of a building is built to the back edge of the sidewalk and to engage the public realm and create a pedestrian friendly environment. The public realm and streetscape feature the consistent use of lighting and generally formal landscaping. T4 Urban Community Centers are served by highly connected street networks, sidewalks, and existing or planned mass transit leading to surrounding neigh-borhoods and open space. The edges of T4 Urban Neighborhood Centers compliment the adjacent neighborhoods that the center serves and the infrastructure to which it has access.

T4 Urban Neighborhood Evolving: generally located in areas where the primary land use is residential. These ar-eas will have higher densities and a more integrated mixture of housing types and high levels of connectivity with complete streets networks, sidewalks, bikeways and existing or planned mass transit. Building massing results in a footprint with moderate to high lot coverage and buildings oriented to the street or an open space. Buildings are regularly spaced with shallow setbacks and minimal spacing between buildings. Within this setback, stoops and porches are common for some interaction between the public and private realm to create a pedestrian friendly environment. Buildings are generally one to three stories in height. Buildings up to four, possibly fi ve, stories may be supported in appropriate locations such as abutting or adjacent to a major corridor and to support affordable and workforce housing. Parking is accessed by alley and is provided on street or on surface or structured parking. Parking is located behind or beside the building and is screened from view. Landscaping is generally formal with consistent use of lighting and open spaces, such as rain gardens that serve as storm water management as well as site amenities.

T4-NET4-NE

T4-NCT4-NC

CNCN

CNCN

CLCL

CLCLCLCL

R10R10

R16R16R8R8

R8R8

R8R8

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05SITE OVERVIEW

Land Use Policy Map

SITESITE

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The purpose of this Regulatory SP appli-cation is to permit a mixed-use develop-ment. The area will be regulated in four subdistricts in order to best respond to the intensity planned for on Buena Vista Pike while respecting the residential zon-ing adjacent to the property.

The property lies within the Bordeaux- Whites Creek community plan and the regulatory plan best supports the Haynes Trinity small area plan by creating a de-sign that takes into account a planned alley through the center of the property and provides opportunity for connections to a future local street to the South of the property. The regulations will remain consistent with the T4 Urban Neighbor-hood Evolving (T4-NE) policy and T4 Ur-ban Neighborhood Center (T4-NC) policy areas on the property as described in the Nashville Next Community Character Manual.

06REGULATORY PLAN

+540’+540’

+530’+530’

(R8)

(R8)

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Mixed UseMixed Use(1.21 acres)(1.21 acres)

ResidentialResidential(1.27 acres)(1.27 acres)

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DISTRICT 1REGULATIONS

ARCHITECTURAL STANDARDS1. Non-residential uses shall orient to a public street. All residential

units shall orient to a public street. Residential units shall orient to a centralized open space if a public street is not available.; the front facade must be built between 0 - 15 feet from the back of the pro-posed sidewalk.

2. Heights of buildings or portions thereof located within the “Transition Zone” shall step down in height and/or massing to adjacent proper-ties. Metro Planning Staff shall make approporiate determination of proper transition upon submittal of fi nal site plan.

3. Buildings shall provide a functional entry onto the street/sidewalk network or other public space at frequent intervals to promote ac-tivity at the street level. Where feasible, due to site elevations and ground fl oor conditions, residential units fronting a public street or green space shall provide a connection/entrance to public sidewalk.

4. For building facades fronting streets and public open space, the width of any blank facade (without glazing) shall not exceed 30 feet. Pilasters, building wall recesses or projections, and/or variations in materials and color may be used to achieve this massing standard.

5. Vinyl siding, EIFS and untreated wood shall not be permitted;6. Refuse collection, recycling, and mechanical equipment shall be fully

screened from public view by the combination of fences, walls, or landscaping.

7. Windows shall be vertically oriented at a ratio 1.5:1 or greater; plan-ning staff may allow modifi cations to this standard for dormers, dec-orative windows, clerestory windows, egress windows, storefront win-dows, curtain walls and other special conditions.

8. If provided, porches shall have a minimum depth of 6 feet.

ACCESS & PARKING9. Surface Parking shall be located towards the interior of the site. 10. Site Access shall be from Cliff Drive. 11. Bicycle parking will be provided per the Metro Zoning Code. Bicycle

parking locations to be identifi ed in Final SP.12. All parking regulations to meet UZO parking requirements and stan-

dards.

LANDSCAPE STANDARDS13. The developer of this project shall comply with the requirements of

the SP and adopted tree ordinance 2008-328 (Metro Code Chapter 17.24).

14. Street trees shall be provided, irrigated and maintained by Owner along all street frontages at a minimum spacing average of 50 lin-ear feet. All street trees placed within ROW shall count toward tree density unit credit outlined in Metro Zoning Code 17.24.

15. A TYPE (A) buffer shall be provided per the Metro Zoning Ordinance along all adjacent private residential property boundaries. No other buffer requirements of 17.24 shall apply.

PROHIBITED USES

Cash Advance

Check Cashing

Title Loan

Auction House

Pawnshop

Radio/TV/satellite tower

Satellite dish

Waste Water Treatment

Water Treatment Plant

Medical Waste

Recycling Collection Center

Country Club

Cemetery

Power/gas substation

Reservoir/water tank

Water/Sewer Pump station

Wind Energy Facility

Driving Range

Golf Course

+540’+540’

+530’+530’

(R8)

(R8)

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Mixed UseMixed Use(1.21 acres)(1.21 acres)

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6’ S

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“District 1” UsesPer MUN-A Base Zoning, Live/Work,

Offi ce (no MUN-A SF limit)

FAR1 0.60

Active Use Req.2

A min. 40 ft. deep active use shall be provided along a minimum of 50% of the Buena Vista street frontage within District 1. The proposed Active Use must address Cliff Dr. at intersection corner.

ISR 0.80Maximum Building Height Fronting Buena Vista Pike

4 stories within 70 feet

General Maximum Building Height

3 stories within 45 feet

Transition Zone Maximum Building Height

3 stories within 42 feet

Build-to-zone 0 to 15 feet

Side / Rear Setback 5 feetParking Requirements

Per UZO Parking Requirements

Glazing4 Residential 20% min.

Commercial50% Ground Floor

30% Upper Floor

Raised Foundations5Residential 18 in. Min. to 36 in.

Max.

Commercial 36 in. Max

1

2

3

4

5

No Maximum FAR applies to residential uses.

Active use shall be defi ned as a space occupied by retail, live/work, offi ce, institutional, entertainment or recreational uses.

Overall building height in feet shall be measured from fi nished grade to the highest point of the roof; modicfi cations may be approved for unique architectural features, rooftop mechani-cal equipment, stair bulkheads, rooftop amenities and internal parking structures; Mezzanines shall not be considered a story for the purposes of calculating overall # of stories. An additional “basement” level may be provided internally to the development where topography allows for additional sub-surface development including parking and conditioned residential.

Minimum glazing requirements shall be required on building fa-cades facing public streets The fi rst fl oor transparent glazing area calculation shall be measured from the fi nished grade at the setback to the fi nished fl oor elevation of the second fl oor, or to a height of sixteen feet, whichever is less. Upper fl oor glazing calculations shall be measured from fl oor to fl oor.

With the exception of accessible units, visitable units, and topo-graphically challenged units; challenging site topography may re-sult in raised/lowered foundations at strategic locations. Screen-ing is required when raised foundations exceed 36” along public streets and open spaces.

15’ BUILD TO ZONE15’ BUILD TO ZONE

TRANSITION ZONETRANSITION ZONE

07REGULATIONS

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DISTRICT 2REGULATIONS

ARCHITECTURAL STANDARDS1. Non-residential uses shall orient to a public street. All residential

units shall orient to a public street. Residential units shall orient to a centralized open space if a public street is not available; the front facade must be built between 0 - 15 feet from the back of the pro-posed sidewalk.

2. Heights of buildings or portions thereof located within the “Transition Zone” shall step down in height and/or massing to adjacent proper-ties. Metro Planning Staff shall make approporiate determination of proper transition upon submittal of fi nal site plan.

3. For building facades fronting streets and public open space, the width of any blank facade (without glazing) shall not exceed 30 feet. Pilasters, building wall recesses or projections, and/or variations in materials and color may be used to achieve this massing standard.

4. Vinyl siding, EIFS and untreated wood shall not be permitted; 5. Refuse collection, recycling, and mechanical equipment shall be fully

screened from public view by the combination of fences, walls, or landscaping.

6. Windows shall be vertically oriented at a ratio 1.5:1 or greater; plan-ning staff may allow modifi cations to this standard for dormers, dec-orative windows, clerestory windows, egress windows, storefront win-dows, curtain walls and other special conditions.

7. If provided, porches shall have a minimum depth of 6 feet.

ACCESS & PARKING 8. Surface Parking shall be located towards the interior of the site. 9. Bicycle parking will be provided per the Metro Zoning Code. Bicycle

parking locations to be identifi ed in Final SP.10. All parking regulations to meet UZO parking requirements and stan-

dards.

LANDSCAPE STANDARDS11. The developer of this project shall comply with the requirements of

the SP and adopted tree ordinance 2008-328 (Metro Code Chapter 17.24).

12. Street trees shall be provided, irrigated and maintained by Owner along all street frontages at a minimum spacing average of 50 lin-ear feet. All street trees placed within ROW shall count toward tree density unit credit outlined in Metro Zoning Code 17.24.

13. A TYPE (A) buffer shall be provided per the Metro Zoning Ordinance along all adjacent private residential property boundaries. No other buffer requirements of 17.24 shall apply.

PROHIBITED USES

Short Term Rental Property (STRP)

+540’+540’

+530’+530’

(R8)

(R8)

15’ BUILD TO ZONE15’ BUILD TO ZONE

Potential Connection

Potential Connection

C l i f f D r i v e

C l i f f D r i v e “TYPE A

-3”

5’ L

ANDSCAPE BUFF

ER

“TYPE A

-3”

5’ L

ANDSCAPE BUFF

ER

2

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. W. P

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M. C

. S. P

. ST

AN

DA

RD

S

Residential(1.27 acres)

8’ P

lant

ing

Strip

8’ P

lant

ing

Strip

6’ S

idew

alk

6’ S

idew

alk

5’ Sidewalk

5’ Sidewalk

4’ Planting Strip

4’ Planting Strip

“District 2” Uses Per RM20-A Base Zoning

Max. Residential Density

20 Dwelling units/acre

ISR 0.80

Maximum Building Height Fronting Buena Vista Pike

4 stories within 70 feet

General Maximum Building Height3 3 stories within 45 feet

Transition Zone Maximum Building Height

3 stories within 42 feet

Build-to-zone 0 to 15 feet

Side / Rear Setback 5 feet

Parking Require-ments

Per UZO Parking Requirements

Glazing2

Residential 20% min.

Raised Foundations3 Residential 18 in. Min. to 36 in. Max.

1

2

3

Overall building height in feet shall be measured from fi nished grade to the highest point of the roof; modicfi cations may be approved for unique architectural features, rooftop mechani-cal equipment, stair bulkheads, rooftop amenities and internal parking structures; Mezzanines shall not be considered a story for the purposes of calculating overall # of stories. An additional “basement” level may be provided internally to the development where topography allows for additional sub-surface development including parking and conditioned residential.

Minimum glazing requirements shall be required on building fa-cades facing public streets The fi rst fl oor transparent glazing area calculation shall be measured from the fi nished grade at the setback to the fi nished fl oor elevation of the second fl oor, or to a height of sixteen feet, whichever is less. Upper fl oor glazing calculations shall be measured from fl oor to fl oor.

With the exception of accessible units, visitable units, and topo-graphically challenged units; challenging site topography may re-sult in raised/lowered foundations at strategic locations. Screen-ing is required when raised foundations exceed 36” along public streets and open spaces.

TRANSITION ZONETRANSITION ZONE

2ResidentiaResidential

(1.27 acres)(1.27 acres)

08REGULATIONS

Transitio

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20'-2

"11

'-2"

2ND FLOOR

4TH FLOOR

18'-1

"

Cei

ling

Hei

ght

10'-2

"12

'-11 2"

4:12 SLOPE

ATTIC

RIDGELINE

ROOF EAVE9'

-1"

Cei

ling

Hei

ght

9'-1

"

Cei

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Hei

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11'-2

"

64'-9

"

OV

ER

ALL

HE

IGH

T

3RD FLOOR

COMMERCIAL

RESIDENTIALRESIDENTIAL

RESIDENTIALRESIDENTIAL

RESIDENTIALRESIDENTIAL

9'-1

"

Cei

ling

Hei

ght

20'-2

"11

'-2"

2ND FLOOR

4TH FLOOR

18'-1

"

Cei

ling

Hei

ght

12'-6

"

9'-1

"

Cei

ling

Hei

ght

4'-0

"

ROOF DECK

9'-1

"

Cei

ling

Hei

ght

9'-1

"

Cei

ling

Hei

ght

11'-2

"

59'-0

"

OV

ER

ALL

HE

IGH

T

3RD FLOOR

ROOF SLOPE

COMMERCIAL

RESIDENTIALRESIDENTIAL

RESIDENTIALRESIDENTIAL

RESIDENTIALRESIDENTIAL

TOP OF PARAPET

2'-0

"

STR

UC

TUR

E

SLOPED ROOF EXAMPLESLOPED ROOF EXAMPLE

• • 18 foot Ground Floor Retail18 foot Ground Floor Retail• • Standard 9 ft. Residential CeilingsStandard 9 ft. Residential Ceilings• • Moderate 4:12 Roof PitchModerate 4:12 Roof Pitch• • No Raised FoundationNo Raised Foundation

• • 18 foot Ground Floor Retail 18 foot Ground Floor Retail • • Standard 9 ft. Residential CeilingsStandard 9 ft. Residential Ceilings• • Standard Parapet RoofStandard Parapet Roof• • No Raised FoundationNo Raised Foundation

FLAT ROOF EXAMPLEFLAT ROOF EXAMPLE

TYPICAL 4 STORY MIXED USE BUILDINGTYPICAL 4 STORY MIXED USE BUILDING

59'-0

"64'-9

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3'-0

"12

'-2"

11'-2

"10

'-2"

12'-0

34"

48'-7

"

OV

ER

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HE

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T

4:12 SLOPE

ATTIC

FFE

2ND FLOOR

3RD FLOOR

RIDGELINE

ROOF EAVE10

'-1"

Cei

ling

Hei

ght

9'-1

"

Cei

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Hei

ght

9'-1

"

Cei

ling

Hei

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2'-0

"

STR

UC

TUR

E

10'-1

"

Cei

ling

Hei

ght

9'-1

"

Cei

ling

Hei

ght

9'-1

"

Cei

ling

Hei

ght

3'-0

"12

'-2"

11'-2

"12

'-6"

4'-0

"

42'-1

0"

OV

ER

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HE

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T

FFE

2ND FLOOR

3RD FLOOR

ROOF DECK

TOP OF PARAPET

ROOF SLOPE

2'-0

"

STR

UC

TUR

E

SLOPED ROOF EXAMPLESLOPED ROOF EXAMPLE

• • 10 ft. Ceilings on Ground Floor10 ft. Ceilings on Ground Floor• • Standard 9 ft. Upper Floors CeilingsStandard 9 ft. Upper Floors Ceilings• • Moderate 4:12 Roof PitchModerate 4:12 Roof Pitch• • 3 foot Raised Foundation3 foot Raised Foundation

• • 10 ft. Ceilings on Ground Floor10 ft. Ceilings on Ground Floor• • Standard 9 ft. Upper Floors CeilingsStandard 9 ft. Upper Floors Ceilings• • Standard Parapet RoofStandard Parapet Roof• • 3 foot Raised Foundation3 foot Raised Foundation

FLAT ROOF EXAMPLEFLAT ROOF EXAMPLE

TYPICAL 3 STORY STACKED FLATTYPICAL 3 STORY STACKED FLAT

42'-1

0"

48'-7

"

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11'-6

"10

'-6"

10'-2

"3'

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9'-8

"

44'-1

0"

OV

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ALL

HE

IGH

T

6:12 SLOPE

ATTIC

ROOF EAVE

3RD FLOOR

2ND FLOOR

FFE

RIDGELINE

10'-1

"

Cei

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Hei

ght

9'-1

"

Cei

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Hei

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9'-1

"

Cei

ling

Hei

ght

1'-5

"

STR

UC

TUR

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11'-6

"10

'-6"

11'-4

"3'

-0"

4'-0

"

40'-3

"

OV

ER

ALL

HE

IGH

T

3RD FLOOR

2ND FLOOR

FFE

ROOF DECK

TOP OF PARAPET

10'-1

"

Cei

ling

Hei

ght

9'-1

"

Cei

ling

Hei

ght

9'-1

"

Cei

ling

Hei

ght

ROOF SLOPE

1'-5

"

STR

UC

TUR

E

SLOPED ROOF EXAMPLESLOPED ROOF EXAMPLE

• • 10 ft. Ceilings on Ground Floor10 ft. Ceilings on Ground Floor• • Standard 9 ft. Upper Floors CeilingsStandard 9 ft. Upper Floors Ceilings• • Moderate 6:12 Roof PitchModerate 6:12 Roof Pitch• • 3 foot Raised Foundation3 foot Raised Foundation

• • 10 ft. Ceilings on Ground Floor10 ft. Ceilings on Ground Floor• • Standard 9 ft. Upper Floors CeilingsStandard 9 ft. Upper Floors Ceilings• • Standard Parapet RoofStandard Parapet Roof• • 3 foot Raised Foundation3 foot Raised Foundation

FLAT ROOF EXAMPLEFLAT ROOF EXAMPLE

TYPICAL 3 STORY TOWNHOMETYPICAL 3 STORY TOWNHOME

40'-3

"

VE

RA

LLH

EIG

H

44'-1

0"

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Standard SP Notes: 1. The purpose of this SP is to receive prelim-

inary approval to permit the development of a 2.6 acre mixed-used development as shown.

2. For any development standards, regula-tions and requirements not specifi cally shown on the SP plan and/or included as a condition of Council approval, the prop-erty shall be subject to the standards, reg-ulations, and requirements of the following base zoning designations as of the date of the application request or application.

Zone 1 MUN-A Zone 2 RM20-A

3. Minor modifi cations to the preliminary SP plan may be approved by the Planning Com-mission or its designee based upon fi nal architectural, engineering, or site design and actual site conditions. All modifi cations shall be consistent with the principles and further the objectives of the approved plan. Modifi cations shall not be permitted, except through an ordinance approved by the Met-ro Council that increase the permitted den-sity or fl oor area, add uses not otherwise permitted, eliminate specifi c conditions or requirements contained in the plan as ad-opted through this enacting ordinance.

4. All development is currently planned to be constructed in one phase and will begin the planning and design stages for Final SP after the approval of the preliminary SP by Metro Planning Commission.

tionally recognized standards.

25. A fi re hydrant shall be provided within 100 ft. of the fi re department connection.

26. Fire hydrants shall be in-service before any combustible material is brought on site.

NES Notes: 27. Where feasible, this development will

be served with underground power and pad-mounted transformers.

28. New facilities will not be allowed to sit in or to pass through retention areas, including rain gardens, bioretention areas, bioswales, and the like. This includes primary duct between pad-mounted transformers equipment, as well as service duct to a meter.

Stormwater Notes: 29. Any excavation, fi ll, or disturbance of the

existing ground elevation must be done in accordance with Stormwater Management Ordinance No. 78-840 and approved by the Metropolitan Department of Water Services.

30. Metro Water Services shall be provided suffi -cient and unencumbered ingress and egress at all times in order to maintain, repair, re-place, and inspect any stormwater facilities within the property.

31. Size driveway culverts per the design criteria set forth by the Metro Stormwater Manage-ment Manual. (Minimum driveway culvert in Metro ROW is 15” CMP.)

32. Project intent is to be redeveloped per the requirements of Volume 5 (LID) of the Storm-water Manual. Detention will be provided or post developed runoff will be less than pre-developed runoff due to LID implementation.

Federal Compliance: 33. All development within the boundaries of this

plan will meet the requirements of the Amer-icans with Disabilities Act and the Fair Hous-ing Act.

12ADDITIONAL REGULATIONS + NOTES

FEMA Note:5. This property lies in an area designated as

an area of minimal fl ood hazard according to Federal Emergency Management Agency Flood Insurance Rate Map Panel Number 47037C0229H, dated April 5, 2017.

Metro Public Works Notes: 6. The fi nal site plan/building permit shall

depict the required public sidewalks, any required grass strip or frontage zone, and the location of all existing and proposed vertical obstructions within the required sidewalk and grass strip or frontage zone. Prior to the issuance of Use and Occupancy Permits, existing vertical obstructions shall be relocated outside of the required side-walk. Where feasible, vertical obstructions are only permitted within the required grass strip or frontage zone.

7. Roadway Improvements that are a direct result of this specifi c project or as deter-mined by an approved Traffi c Impact Study and the Department of Public Works shall be constructed.

8. Any required right-of-way within the project site that is identifi ed as necessary to meet the adopted roadway plans shall be dedi-cated.

9. Developer will ensure bike lanes are contin-uous through intersections.

10. The developer’s fi nal construction drawings

shall comply with the design regulations established by the Department of Public Works, in effect at the time of the approval of the preliminary development plan or fi nal

development plan or building permit, as applica-ble. Final design may vary based on fi eld condi-tions.

11. All construction within the right of way shall com-ply with ADA and Metro Public Works Standards and Specifi cations.

12. There shall be no vertical obstructions (signs, power poles, fi re hydrants, etc.) within the pro-posed sidewalks. Where feasible, vertical ob-structions shall be relocated out of the proposed sidewalks, where applicable.

13. If sidewalks are required then they should be shown on the plans per MCSP and MPW stan-dards and specs.

14. Submit copy of ROW dedications prior to bldg. permit sign off.

15. ‘Districts 1 and 2’ are to have access via the re-corded shared access and Cliff Dr. No additional access onto Buena Vista will be approved.

16. Each ‘District’ is to have a dumpster and recy-cling container(s), serviced by a private hauler.

Fire Marshal Notes: 17. New commercial developments shall be protect-

ed by a fi re hydrant that complies with the 2006 edition of NFPA 1 Table H. To see Table H go to:( http://www.nashfi re.org/prev/tableH51.htm )

18. No part of any building shall be more than 500 ft. from a fi re hydrant via a hard surface road. Metro Ordinance 095-1541 Sec. 1568.020 B

19. All fi re department access roads shall be 20 feet minimum width and shall have an unobstructed vertical clearance of 13.5 feet.

20. All dead-end roads over 150 ft. in length require a 100-ft. diameter turnaround, this includes temporary turnarounds.

21. Temporary T-type turnarounds that last no more than one year shall be approved by the Fire Mar-shal’s Offi ce.

22. If more than three stories above grade, Class I standpipe system shall be installed.

23. If more than one story below grade, Class I stand-pipe system shall be installed.

24. When a bridge is required to be used as part of a fi re department access road, it shall be con-structed and maintained in accordance with na-

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2222 BUENA VISTA PIKE(07009016600)

Lot 3Resubdivision of Lot Nos 2 & 3

Tom Resha PropertyPlat Book 8250, Page 19

MUHAMMAD M. AKMAL20080702-0068535

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3008 CLIFF DR(07013009900)

ANTONIO C. TURNER20150616-0057287

34.00'

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2220 BUENA VISTA PIKE(07009016600)

Lot 2Resubdivision of Lot Nos 2 & 3

Tom Resha PropertyPlat Book 8250, Page 19

KADEN JOHN ANTHONYCHILDREY

20130903-0092772

2218 BUENA VISTA PIKE(07009013400)

p yPlat Book 8250, Page 19

FED DEVELOPMENT, LLC20150924-0097300

36" RCPIE=536.30

X

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CM(O) MDPW DISTURBEDN: 679379.53E: 1724144.85

E: 1724450.75

IR(O) 5/8" TNN: 679260.80E: 1724443.25

IR(O) 1/2" GAM TNN: 679259.80E: 1724447.87

IR(O) 5/8"N: 679215.21

E: 1724415.73

IR(O) 5/8"N: 679245.61

E: 1724374.45

IR(O) 1/2" LEANINGN: 679611.73E: 1724652.48

IR(O) 1"N: 679402.68E: 1724547.02

IR(O) 5/8" BENTN: 679628.67E: 1724663.19

IR(

IR(O) 1/2" GAM TNN: 679677.53E: 1724544.94

IR(O) 1/2" GAM TNN: 679747.94

E: 1724429.45

6" WATER SERVICES/FIREPROTECTION/METER.

NOTE: RPBP & DDCV TO BE LOCATEDWITHIN INTERIOR SPRINKLER ROOM

(VARIANCE REQUIRED)

STORM OUTFALL POINT #2

NOTE: BIORETENTION & PERVIOUS PAVERS TOBE DESIGNED THROUGHOUT DEVELOPMENT

STORM OUTFALL POINT #18" PUBLIC SEWER & MANHOLE

4" MASTER METER WITH REDUCEDPRESSURE BACKFLOW PREVENTER UTILITY NOTES

1) WATER AND SEWER SERVICE TO BE PROVIDED BY METRO WATER SERVICES.2) WATER AND SEWER SERVICES ARE STICALLY SHOWN. FINAL WATER AND SEWER SERVICELOCATIONS WILL BE PROVIDED DURING FINCHEMAAL SP PROCESS.3) WATER SERVICE SHALL BE PROVIDED BY AN 8" PUBLIC WATER LINE EXTENSION. INDIVIDUALWATER METERS SHALL BE PROVIDED FOR EACH UNIT4) SEWER SERVICE SHALL BE PROVIDED BY AN 8" PUBLIC SEWER EXTENSION. INDIVIDUALSERVICES TO BE PROVIDED FOR EACH UNIT.

1) THE SOIL TYPE FOR THIS SITE IS MIMOSA-URBAN LAND COMPLEX, 2 TO 15 PERCENT SLOPESWHICH FALLS WITHIN THE "C" HYDROLOGICAL SOIL GROUP.2) THIS SITE IS RESPONSIBLE FOR WATER QUALITY AND WATER QUANTITY.FINAL SP SHALL DEPICT COMPLIANCE WITH VOLUME 5 OF THE STORM WATER MANAGEMENT (LIDMANUAL).3) STORM SEWER SYSTEM ON THIS PLAN IS SHOWN SCHEMATICALLY. FINAL DESIGN WILL BEPROVIDED DURING THE FINAL SP PROCESS AND WILL MEET THE REQUIREMENTS OF THESTORMWATER MANAGEMENT MANUAL.

STORMWATER NOTES

EROSION CONTROL & GRADING NOTES1) EXPOSE AS SMALL AN AREA OF SOIL AS POSSIBLE ON THE SITE FOR NO MORE THAN 15DAYS. KEEP DUST WITHING TOLERABLE LIMITS BY SPRINKLING OR OTHER ACCEPTABLEMEANS.

2) ALL CUT/FILL AREAS TO HAVE A MINIMUM OF 6" OF TOPSOIL COVER. AREAS DRESSED WITHTOPSOIL SHALL RECEIVE 12POUNDS PER 1000 SQUARE FEET OF 6-12-12 FERTILIZER (UNLESSOTHER WISE SPECIFIED IN WRITTEN SPECIFICATIONS), 5 POUNDS OR MORE OF KENTUCKY 31FESCUE SEED PER 1000 SQUARE FEET, AND A STRAW MULCH COVER OF 70%-80% COVERAGE(APPROXIMATELY 125 POUNDS PER 1000 SQUARE FEET), UNLESS OTHERWISE NOTED WITHINWRITTEN SPECIFICATIONS.

3) EROSION CONTROL BARRIER IS CALLED OUT ON PLANS AND IS TO COMPLY WITH THEMETROPOLITAN STORMWATER MANAGEMENT MANUAL, VOLUME FOUR, SECTION TCP-14.

4) DISTURBED AREAS ARE TO BE GRADED TO DRAIN AS INDICATED IN THE PLAN TO SEDIMENTBARRIERS DURING AND UPON THE COMPLETION OF CONSTRUCTION.

5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND THE LOCATION OFANY EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO AVOIDDAMAGE TO ALL EXISTING UTILITIES DURING CONSTRUCTION. IF DAMAGE DOES OCCUR TOANY SUCH INSTALLLATION, FULL REPAIR WILL BE ACCOMPLISHED AS PER THE CURRENTSPECIFICATION GOVERNING SUCH WORK.

6) ANY ACCESS ROUTES TO THE SITE SHALL BE BASED WITH CRUSHED STONE, ASTM #1STONE, 100 FEET LONG AND AT LEAST 6" THICK.

7) THE PLACING AND SPREADING OF ANY FILL MATERIAL IS TO BE STARTED AT THE LOWESTPOINT AND BROUGHT UP IN HORIZONTAL LAYERS OF 8" THICKNESS (OR AS DIRECTED BY THESOILS INVESTIGATIVE REPORT). SAID FILL MATERIAL IS TO BE FREE OF SOD, ROOTS, FROZENSOILS, OR ANY OTHER DECOMPOSABLE MATERIAL. SAID FILL IS TO BE COMPACTED TO AMINIMUM OF 95% STANDARD PROCTOR, OR AS OTHERWISE SPECIFIED BY THE SOILS REPORTOR WRITTEN SPECIFICATIONS.

8) THE CONTRACTOR SHALL NOTIFY THE METRO DAVIDSON COUNTY DEPARTMENT OF PUBLICWORKS CONSTRUCTION COMPLIANCE DIVISION, THREE DAYS PRIOR TO BEGINNING THE WORK.

9) THE CONTRACTOR SHALL LOCATE AND STAKE THE LAYOUT OF THE SITE IN THE FIELD FORINSEPCTION BY THE ENGINEER. THE CONTRACTOR SHALL CHECK THE GRADES AND FINALDIMENSIONS ON THE GROUND, AND REPORT ANY DISCREPANCIES TO THE ENGINEERIMMEDIATELY FOR A DECISION.

10) SURPLUS EXCAVATION OF TOPSOIL SHALL BE PLACED ON THE SITE AS APPROVED BY THEOWNER FOR THE PURPOSE OF FUTURE LANDSCAPE USE.

11) THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY TEMPORARY WORKSFOR THE PROTECTION OF THE PUBLIC AND EMPLOYEES, INCLUDING WARNING SIGNS ANDLIGHTS.

12) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE PREMISES ORADJACENT PREMISES OR INJURIES TO THE PUBLIC DURING THE CONTRUCTION CAUSED BYHIMSELF, HIS SUB-CONTRACTORS, OR THE CARELESSNESS OF ANY OF HIS EMPLOYEES.

13) ALL WORK IS TO BE COMPLETED WITH COMPLIANCE TO THE RULES AND REGULATIONS SETFORTH BY METRO WATER SERVICES. THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICE,OBTAIN ALL PERMITS, AND PAY FEES REQUIRED FOR THE COMPLETION OF HIS PORTION OFTHE WORK. HE SHALL ALSO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS ANDORDINANCE OR REGULATIONS RELATING TO PORTIONS OF WORK WHICH HE IS TO PERFORM.

14) ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL SITE IS STABILIZED &CONSTRUCTION IS COMPLETE.

15) CONTRACTOR SHALL PROVIDE AN AREA FOR CONCRETE WASH DOWN AND EQUIPMENTFUELING IN ACCORDANCE WITH METRO CP-10 & CP-13. LOCATION TO BE COORDINATED WITHTHE NPDES DEPARTMENT DURING THE PRE-CONSTRUCTION MEETING.

WATER & SEWER NOTES1) ALL WATER AND SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITHSPECIFICATIONS AND STANDARD DETAILS OF THE METRO WATER SERVICES.

2) THE CONTRACTOR IS RESPONSIBLE FOR REIMBURSING THE METRO WATERSERVICES THE COST OF INSPECTION.

3) THE CONTRACTOR IS TO PROVIDE AND MAINTAIN THE CONSTRUCTIONIDENTIFICATION SIGN FOR PRIVATE DEVELOPMENT APPROVED.

4) ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE BY CORING AND RESILIENTCONNECTOR METHOD.

5) REDUCED PRESSURE BACKFLOW PREVENTION DEVICES (RPBP) OR DUAL CHECKVALVE WILL BE REQUIRED ON ALL TEST AND FILL LINES (JUMPER) NEEDED FOR WATERMAIN CONSTRUCTION AND MUST BE APPROVED BY THE METRO WATER SERVICES.

6) ALL WATER METERS SHALL BE A MINIMUM OF 24" NOT TO EXCEED A MAXIMUM OF 28"BELOW FINISHED GRADE.

7) PRESSURE REGULATING DEVICES WILL BE REQUIRED ON THE CUSTOMER SIDE OFTHE METER WHEN PRESSURES EXCEED 100 PSI.

8) PRESSURE REGULATING DEVICES WILL BE REQUIRED ON THE STREET SIDE OF THEMETER WHEN PRESSURES EXCEED 150 PSI.

14PROPOSED UTILITY AND GRADING PLAN