specific plan preliminary site plan application north

SEPTEMBER 23, 2021

SPECIFIC PLANPRELIMINARY SITE PLAN APPLICATION

NORTH EDGEHILL COMMONS2021SP-023-001

2021SP-023-001

DEVELOPMENT SUMMARYSUMMARY

• COUNCIL DISTRICT: 19, FREDDIE O’CONNELL

• OWNER(S) OF RECORD: LEE A. BEAMAN, BEAMAN MOTOR COMPANY,

1525 BROADWAY NASHVILLE, TN 37203, 888.423.2626

• SP NAME: NORTH EDGEHILL COMMONS

• SP NUMBER: 2021SP-023-001

• PLAN PREPARATION DATE: 08/ 03/ 2021

• APPLICANT: TUCK HINTON ARCHITECTURE & DESIGN, CURTIS LESH, 615.254.4100,

[email protected]

• ARCHITECT: TUCK HINTON ARCHITECTURE & DESIGN, CURTIS LESH, 615.254.4100,

[email protected]

• CIVIL ENGINEER: KIMLEY HORN & ASSOCIATES, INC., MARY MCGOWAN, 615.800.4004,

[email protected]

• MASTER PLANNING/ DESIGN/ SPATIAL STORY TELLING: STORYLAND STUDIOS

• US FEMA FIRM: 47037C0243H DATED 04/05/2017

• LOT 1 RE-SUB LOTS 1-2-3-4 EDGEHILL ESTATES SEC 117

PURPOSE

North Edgehill Commons is proposed as a sustainable live/work/play district at the northern

edge of the historic Edgehill neighborhood. Based on its strategic gateway and edge location

at the intersection of the central north/south spine of Edgehill (12th Avenue S) and the northern

boundary of the neighborhood (I-40), the site provides a unique opportunity to re-establish a

strong sense of place, identity, edge, and arrival from downtown to this special walkable, urbane

neighborhood. The district is designed to follow the intent of the urban to rural “Transect” model,

by providing a density transition from the high-rise Gulch district to the mid / low-rise Edgehill

neighborhood. This re-imagining of a former suburban scaled automotive services facility, and

surface parking in an Industrial Zone will provide signifi cant contributions to the public realm via

several new community amenities, based on input by existing residents:

CIVIL

• Site layout, utilities, access, and grading will be provided at fi nal site plan. The proposed

development will utilize existing infrastructure surrounding the site. If additional

improvements are required, they will be incorporated at fi nal site plan.

• All existing information shown is provided from readily available GIS information and is not

considered to be accurate or complete.

• Any excavation, fi ll, or disturbance of the existing ground elevation must be done in

accordance with storm water management ordinance NO. 78/840 and approved by the

Metropolitan Development of Water Services.

• The fi nal lot count and details of the plans shall be governed by the appropriate stormwater

regulation at the time of fi nal application.

• Metro Water Services shall be provided suffi cient and unencumbered access in order to

maintain and repair utilities in the site.

• Size driveway culverts per the design criteria set forth by the Metro Stormwater Management

Manual (minimum driveway culvert in Metro Row is 15” CMP)

• The project is located in fl ood zone X “UNSHADED” per FEMA Map 47037C0243H dated

4/5/2017.

• The current layout depicts the use of underground stormwater detention and the use of

proprietary water quality units. The proprietary water quality units will require a low impact

development waiver. If a LID waiver is not obtained, then the proposed development will

provide LID following the stormwater manual. The plan has highlighted potential locations

for bioretention and pervious pavers that are available to the site plan should LID be

required. These locations will be fi nalized at fi nal site plan if LID is required.

THOUGH NOT REQUIRED BY THIS SP THE:

• Owner voluntarily agrees to restrict a minimum of 10% of the residential units within the

SP shall be Workforce Housing as defi ned in chapter 17.04 of the code of metropolitan

government of Nashville and Davidson County as long as it receives a grant or funding from

Payment in Lieu of Tax arrangements, Amazon Equitable Housing Fund, and/or Non-Low

Income Housing Tax Credits Pilot Bill.

• Owner commits to endeavor to employ local women and minority owned businesses and

contractors on the project.

2021SP-023-001

DEVELOPMENT SITE DATA TABLE• ACREAGE: 6.79 ACRES (5.986+.8019)

MIXED USE: 4.2 ACRES

OPEN: 2.5 ACRES (INCLUDING A MIN. OF 0.8 ACRES OF PUBLICLY ACCESSIBLE OPEN SPACE)

ROW DEDICATION: 0.09 ACRES

• DENSITY

DWELLING UNITS: MAXIMUM 730 UNITS AND A MINIMUM OF 400 UNITS

NON - RESIDENTIAL: MAXIMUM OF 400,000 SQUARE FEET INCLUDING:

- COMMERCIAL/ RETAIL: MINIMUM 22,000 SQUARE FEET TOTAL

- OFFICE

• FAR: 3.0 MAX WITH SPECIAL PROVISIONS 17.12.070 A-F AT PUBLIC AND INTERNAL STREETS

• IMPERVIOUS SURFACE RATIO: 0.9 MAX

• PARKING: PROVIDED PARKING SHALL MEET THE REQUIREMENTS OF THE PARKING STANDARDS OF

THE ZONING CODE (17.20) FOR UZO. BICYCLE PARKING SHALL BE PROVIDED PER METRO STANDARDS.

• USES: PER MUG-A ZONING

PROHIBITED: ALTERNATIVE FINANCIAL SERVICES, AUTO REPAIR, AUTO SALES, GAS

STATION, SHORT TERM RENTAL PROPERTY (STRP) - OWNER OCCUPIED AND NOT OWNER

OCCUPIED.

• MAXIMUM HEIGHT

STRUCTURE A : 9 STORIES IN 120’

STRUCTURE B: 9 STORIES IN 120’

STRUCTURE C: 5 STORIES IN 68’ AT THE STREET / 8 STORIES IN 107’ AFTER 30’ STEP BACK

STRUCTURE D: 5 STORIES IN 68’

STRUCTURE E: 5 STORIES IN 68’

• MINIMUM FIRST FLOOR HEIGHT (MEASURED FROM FINISH FLOOR TO FINISH FLOOR) 16’

• 5’ BUILDING STEP BACK ALONG PUBLIC STREETS AFTER THE SECOND FLOOR

• BUILD-TO (PERCENTAGE OF THE FRONT FACADE BUILT TO PUBLIC SIDEWALK OR OPEN SPACE) 80%

WITHIN 5’

• SIDE SETBACK 0’

• REAR SETBACK 20’- ASSUMED AT EAST EDGE OF SITE

• GLAZING (% OF FACADE MEASURED FROM FINISHED FLOORS TO FINISH FLOOR ALONG PUBLIC

STREETS AND OPEN SPACES)

RESIDENTIAL 30% GROUND FLOORS, 25% UPPER FLOORS

COMMERCIAL 50% GROUND FLOORS, 30% UPPER FLOORS

• GROUND FLOOR ACCESS: NON-RESIDENTIAL GROUND FLOOR USES SHALL PROVIDE A PUBLIC

ENTRANCE FROM THE PUBLIC SIDEWALK

• BUILDING FRONTAGE/ORIENTATION: ALL STRUCTURES SHALL PROVIDE A PRIMARY FRONTAGE ON

TO STREETS AND/OR OPEN SPACE AS WELL AS PROVIDE A MINIMUM OF ONE PRINCIPAL ENTRANCE

ON TO PUBLIC RIGHT OF WAY AND/OR OPEN SPACE.

• PARKING GARAGE SCREENING/LINING: PARKING STRUCTURES FRONTING A PUBLIC STREET R.O.W.

OR PUBLIC OPEN SPACE SHALL BE SCREENED AND LINED WITH AN ACTIVE USE ALONG THE GROUND

FLOOR.

• FALL-BACK ZONING MUG-A

• LANDSCAPING AND TREE DENSITY REQUIREMENTS PER METRO REQUIREMENTS.

• FEDERAL COMPLIANCE

ALL DEVELOPMENT WITHIN THE BOUNDARIES OF THIS PLAN WILL MEET THE REQUIREMENTS

OF THE AMERICANS WITH DISABILITIES ACT AND THE FAIR HOUSING ACT

2021SP-023-001

SITE PLAN

MULTI-FAMILY,

RETAIL/ COMMERCIAL

MULTI-FAMILY,

RETAIL/ COMMERCIAL

MULTI-FAMILY,

RETAIL/ COMMERCIAL

MULTI-FAMILY,

RETAIL/ COMMERCIAL

OFFICE,

RETAIL/ COMMERCIAL

2021SP-023-001

VEHICULAR ACCESS PLAN

A

B

CD

E

485

485

485

490

490

490

495

495

495

500

500

505

505

505

510

510

510

510515

515

515

515

520

520

520

520

520

525

525

525

525

490

490

495

495

500

500

500

505

505

510

515

530

535

540

530

535

540

545

48048

5

490

495

480

500495

485490

500 495

490

485

505510

X

X

X

XX

X

X

X

X

X

X

X

XX

X

XXX

XX

XX

XX

XXX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

DYH

DYH

DY

H

DYH

DYH

DYH

FOC

FOC

FOC

W

W

W

W

W

W

W

W

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

14"

12"

12"

18"

14"

12"

E

W W

W

W

W

W

12''S

12''S

12''S

12''S

12''S

12''S

12''S

12''S

12''S

~ASPHALT~

~ASPHALT~

~ASPHALT~~ASPHALT~

~ASPHALT~

CAMERAPOLE

WHEELSTOPSTYP

WHEELSTOPSTYP

CONCRETESIDEWALK

CONCRETESIDEWALK8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''SS

8''SS

8''SS

8''SS

8''SS

8''SS

8''SS

8''SS

8''SS8''SS

8''SS8''SS

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

BILLBOARD

SIGN

12TH

AVE

SOUTH

80' R

/W

CMFSTOPSIGN

140.

6'

165.1'

14.0

'40.4'

28.1

'

19.5'

2.2'

70.5'

25.0

'

20.1'

50.6

'

20.1'

50.0

'

70.5'

28.8

'

59.9'

3.7'

165.1'

AC UNITS

IPS

IPS

IPS

IPS

BLDGH≈18.2' EXISTING

BUILDING

DROP OFFBOX

N 82°14' W 509.75' (R)N 82°11'58" W 510.01' (M)

N 52°50' W 122.37' (R)

N 52°47'58" W 122.37' (M)

N 42

°47'

E 3

1.91

' (R)

N 42

°49'0

2" E

31.

91' (

M)

S 58°58' E 620.26' (R)

S 58°55'58" E 620.26' (M)

S 72°24' E 213.53' (R)

S 72°21'58" E 213.53' (M)

S 07

°43'

18" W

192

.20'

(M)

S 07

°46'

W 1

92.2

0' (R

)

IPS

INTERSTATE 40

R/W VARIES "NO ACCESS TO I-40)

INTERSTATE 40R/W VARIES

WATER UTILITY

4''G

4''G

4''G

4''G

4''G

6''W

8''W

8''W

8''W

8''W

USED OILTANK

SIGN

~CO

NC~

~CONC~

~

1/2" IPF

SEWER LINE AS PER MAPS

5'X25' ANCHOREASEMENTPB 5210, PAGE 245


RESERVEDSIGN

RESERVEDSIGN

C1

C2

C3


35.4

'

162.2'

54.9

'

STEPS

~CONC~

3/4" IPFONLINE 0.69'ONLINE

DU

MPS

TER

WATER LINE AS PER MAPS

LOT 1PB 5210, PG 245

5.99 ACRES±260,788 SF±

S 72°21'55" E 3.73' (M)S 72°23' E 3.73' (R)

S 72°12'58" E 199.42' (M)

S 72°15'00" E 199.42' (R)

S 07

°49'

41" W

156

.99'

(M)

S 07

°46'

42" W

156

.99'

(R)

N 82°14'00" W 200.00' (M)N 82°11'58" W 199.74' (M)

S 72°15'00" E 137.20' (R)

S 72°24'20" E 137.27' (M)

HAWKINS STREET60' R/W

~

~

~

5/8" IPF

IPS

IPS

IPS



3/4" IPF

25' PUBLIC UTILITY &DRAINAGE EASEMENTPB 6900, PAGE 958

CMF0.69' FROMCORNER

LOT 2PB 6900, PG 958

0.80 ACRES±34,902 SF±

20' UTILITY EASEMENTPB 6900, PAGE 958


310.

20' (

C) 3

10.0

0' (R

)

226.

87' (

C) 2

26.7

0' (R

)A=102.37' (C)

A=102.47' (R)

224.55' (C-R)

189.31' (C-R)

A = 19 0 . 11'''''''''''''''''''''''''''''''''''''''''

A=190.11' (C)A=190.01' (R)

109.74' (C) 109.75' (R)

200.00' (C-R)

10.54' (C)10.58' (R)

206.40' (C-R)

200.27' (C) 200.00' (R)

LOT 1 PARK CENTEROWNER: EDGEHILL OWNER, LLCZONING: SP (BL 2019-1534)PARCEL NUMBER: 09313054200

LOT 1 EDGEHILL EST.SEC. 99OWNER: MDHAZONING: RM20PARCEL ID: 09313055000

LOTS 11 & 12 EDGEHILL ESTATESSEC 117OWNER: JOINT COMM. COMMUNICATIONSUNITED METHODIST CHURCHZONING: IWDPARCEL NUMBER: 10501060900

LOT 10 EDGEHILL ESTSEC 117OWNER: HAWKINS NASHVILLE, LLCZONING: IWDPARCEL ID: 10501061100

LOT 9 EDGEHILL ESTSEC 117OWNER: HAWKINS NASHVILLE, LLCZONING: SP (BL2015-1227)PARCEL NUMBER: 10502050800 OWNER: O.I.C. ILLUME CONDOMINIUM

ZONING: MUL-APARCEL NUMBER: 105021Q90000CO

LOT 1 BEAMAAN PROPERTYOWNER: GRAYBAR ELECTRIC CO., INC.ZONING: IWDPARCEL NUMBER: 10502003100

20.0

'

80.0'

89.0'

EXISTING FIRE HYDRANT

EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT




20' SANITARYSEWER EASEMENTEXISTING SANITARY

SEWER MAIN

EXISTINGWATER MAIN

EXISTING LIGHTPOLE (TYP.)

EXISTINGGAS MAIN

EXISTING OVERHEADELECTRIC POWER LINE


EXISTINGSANITARYSEWER MAIN

EXISTINGSTORM MAIN

EXISTING SANITARYSEWER MAIN

EXISTINGWATER MAIN

EXISTING STORM OUTFALL

EXISTING BUILDING TOBE DEMOLISHED

This

doc

umen

t, to

geth

er w

ith th

e co

ncep

ts a

nd d

esig

ns p

rese

nted

her

ein,

as

an in

stru

men

t of s

ervi

ce, i

s in

tend

ed o

nly

for t

he s

peci

fic p

urpo

se a

nd c

lient

for w

hich

it w

as p

repa

red.

Reu

se o

f and

impr

oper

relia

nce

on th

is d

ocum

ent w

ithou

t writ

ten

auth

oriz

atio

n an

d ad

apta

tion

by K

imle

y-H

orn

and

Asso

ciat

es, I

nc. s

hall

be w

ithou

t lia

bilit

y to

Kim

ley-

Hor

n an

d As

soci

ates

, Inc

.

No.

REV

ISIO

NS

BYD

ATE

DESIGNED BY:

CHECKED BY:

DRAWN BY:

KIMLEY-HORN PROJECT NO.

DATE:

SHEET NUMBER

118389000

214

Oce

ansi

de D

rive,

Nas

hville

, TN

372

04M

ain:

615

.564

.270

1 |

ww

w.k

imle

y-ho

rn.c

om©

202

1 K

imle

y-H

orn

and

Asso

ciat

es, I

nc.

HAW

KIN

S ST

REE

T M

IXED

USE

BU

ILD

ING

MAR

QU

ETTE

CO

MPA

NIE

SN

ASH

VILL

E, T

ENN

ESSE

E

Drawing name: K:\NSH_LDEV\118389000 - Marquette Beaman\4-CADD\PlanSheets\C1-00 EXISTING CONDITIONS.dwg C1-00 EXISTING CONDITIONS Aug 02, 2021 11:21am by: Landon.Allison

1 2 3 4 5 6 7 8 9 101 2 3 4 5 6 7 8 9

07/30/2021

LJA

LJA

MMC___

___

___

C1-00

EXISTING CONDITIONS

NORTH

SURVEY NOTES

1. THE INFORMATION SHOWN ON THIS PLAN IS BASED UPON THETENNESSEE STATE PLAN COORDINATE SYSTEM, AND NAD 83 DATUM.

2. BASE INFORMATION WAS TAKEN FROM AN ALTA SURVEY PREPARED BYYOUNG HOBBS. THE INFORMATION PROVIDED SHALL BE FIELD VERIFIEDPRIOR TO CONSTRUCTION. KIMLEY-HORN AND ASSOCIATES SHALL NOTBE HELD RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OFTHE BASE INFORMATION SHOWN.

3. INFORMATION WAS ALSO TAKEN FROM THE CITY OF NASHVILLE GIS ANDAERIAL PHOTOGRAPHS.

4. THE CONSULTANT HAS FOUND NO EVIDENCE OF THE MINERAL RIGHTSOF THIS PROPERTY BEING TRANSFERRED TO ANY PARTY OTHER THANTHE OWNER.

5. THIS PROJECT IS LOCATED IN ZONE "X" AS DESIGNATED ON CURRENTFEDERAL EMERGENCY MANAGEMENT AGENCY MAP NO. 47037C0243HAND 47037C0244H WITH AN EFFECTIVE DATE OF 04-05-2017, WHICH MAKEUP A PART OF THE NATIONAL FLOOD INSURANCE PROGRAM. ZONE "X" ISAN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANGEFLOODPLAIN.

6. BASED ON AVAILABLE INFORMATION FROM THE USDA, THE SOILS ONSITE CONSIST OF MAURY-URBAN LAND COMPLEX (McB). THIS INCLUDESSILT LOAM, SILT CLAY LOAM, AND SILTY CLAY.

7. EXISTING IMPERVIOUS COVER: 5.61 AC

SITE SLOPE TABLE

20% - 24.99%

14% - 19.99%

25% and above

X

X

X

X

X

X

X

DYH

DYH

DYH

DYH

DYH

DYH

FOC

FOC

FOC

W

W

W

W

W

W

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

E

W

W

W

W

12''S

12''S

12''S

12''S

12''S

12''S

12''S

12''S

12''S8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''W

8''SS

8''SS

8''SS

8''SS

8''SS

8''SS

8''SS

8''SS

8''SS8''SS

8''SS8''SS

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

4''G

4''G

4''G

4''G

4''G

6''W

8''W

8''W

8''W

8''W

LOT 1 PARK CENTEROWNER: EDGEHILL OWNER, LLCZONING: SP (BL 2019-1534)PARCEL NUMBER: 09313054200

LOTS 11 & 12 EDGEHILL ESTATESSEC 117OWNER: JOINT COMM. COMMUNICATIONSUNITED METHODIST CHURCHZONING: IWDPARCEL NUMBER: 10501060900

LOT 10 EDGEHILL ESTSEC 117OWNER: HAWKINS NASHVILLE, LLCZONING: IWDPARCEL ID: 10501061100

LOT 9 EDGEHILL ESTSEC 117OWNER: HAWKINS NASHVILLE, LLCZONING: SP (BL2015-1227)PARCEL NUMBER: 10502050800 OWNER: O.I.C. ILLUME CONDOMINIUM

ZONING: MUL-APARCEL NUMBER: 105021Q90000CO

LOT 1 BEAMAAN PROPERTYOWNER: GRAYBAR ELECTRIC CO., INC.ZONING: IWDPARCEL NUMBER: 10502003100

20.0

'

80.0'

89.0'


EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT




20' SANITARYSEWER EASEMENTEXISTING SANITARY

SEWER MAIN

EXISTINGWATER MAIN

EXISTING LIGHTPOLE (TYP.)

EXISTINGGAS MAIN



EXISTINGSANITARYSEWER MAIN

EXISTINGSTORM MAIN

EXISTING SANITARYSEWER MAIN

EXISTINGWATER MAIN

HAWKINS STREET60' R/W

12TH

AVE

SOUTH

80' R

/W

INTERSTATE 40

R/W VARIES "NO ACCESS TO I-40)

485

485

490

490

495

495

495

500

500

505

505

505

510

510

510

510515

515

515

515

520

520

520

520

525

525

525

525

490

490

495

495

500

500

500

505

505

510

505510

515

520

510

515

530

535

540

530

535

540

545

48048

5

490

495

480

500495

485490

500 495

490

485

505510

500 49

5

500

51051

5

515

520

D

WQU

WQU

W

W

W

W

S

S

S

S

S

SS

W

FH

FH

W

W

FH

FH

FFE520.00

FFE525.00

FFE515.00

FFE515.00

FFE505.00

FFE505.00

PROPOSED 18"STORM DRAIN (TYP.)

PROPOSED UNDERGROUND DETENTION

PROPOSED UNDERGROUND DETENTION

TIE INTO EXISTING SANITARYSEWER MAIN IN 12TH AVE SOUTH

PROPOSED STORMDRAIN (TYP.)

PROP. DOMESTICAND FIRE WATER SERVICE

PROPOSED OUTFALL #1

PROPOSED OUTFALL #2

164'

374'

75'

142'

196'

22'

272'

80'

75'

156'

316'

127'

174'

22'

22'

22'

22'

4' PLANTING STRIP, 8'SIDEWALK ON 12TH AVE

SOUTH, 4' FRONTAGE

89' REVISEDDEDICATED ROW

PROP. SANITARY SEWER

TAP EXISTINGWATER MAIN





TIE INTO EXISTINGSANITARY SEWER MAIN











PROP.SANITARY

SEWER

PROPOSED WATERQUALITY UNIT

PROPOSED WATERQUALITY UNIT

PROP. FIRE HYDRANT

PROP. FIRE HYDRANT

PROP. FIRE HYDRANT

PROP. FIRE HYDRANT

4' PLANTING STRIP, 8' SIDEWALK ON HAWKINSSTREET, INCLUDING 2' ROW DEDICATION

SITE LEGEND

PROPOSED SANITARY SEWER PIPE

PROPOSED WATER MAIN

EXISTING SANITARY SEWER PIPE

S

EXISTING WATER MAIN

EXISTING OVERHEAD ELECTRIC

PROPOSED STORM PIPE

EXISTING STORM PIPE

LIMITS OF DISTURBANCE

FIRE HYDRANTFH

UNDERGROUND DETENTIONPROPOSED BIORETENTION AREAS IFLID WAIVER IS NOT GRANTED

S SANITARY SWER MANHOLE

PROPOSED RECLAIMED WATER MAIN

S SS

W

SS

RCWL

W

OHE

LOD

This

doc

umen

t, to

geth

er w

ith th

e co

ncep

ts a

nd d

esig

ns p

rese

nted

her

ein,

as

an in

stru

men

t of s

ervi

ce, i

s in

tend

ed o

nly

for t

he s

peci

fic p

urpo

se a

nd c

lient

for w

hich

it w

as p

repa

red.

Reu

se o

f and

impr

oper

relia

nce

on th

is d

ocum

ent w

ithou

t writ

ten

auth

oriz

atio

n an

d ad

apta

tion

by K

imle

y-H

orn

and

Asso

ciat

es, I

nc. s

hall

be w

ithou

t lia

bilit

y to

Kim

ley-

Hor

n an

d As

soci

ates

, Inc

.

No.

REV

ISIO

NS

BYD

ATE

DESIGNED BY:

CHECKED BY:

DRAWN BY:

KIMLEY-HORN PROJECT NO.

DATE:

SHEET NUMBER

118389000

214

Oce

ansi

de D

rive,

Nas

hville

, TN

372

04M

ain:

615

.564

.270

1 |

ww

w.k

imle

y-ho

rn.c

om©

202

1 K

imle

y-H

orn

and

Asso

ciat

es, I

nc.

HAW

KIN

S ST

REE

T M

IXED

USE

BU

ILD

ING

MAR

QU

ETTE

CO

MPA

NIE

SN

ASH

VILL

E, T

ENN

ESSE

E

Drawing name: K:\NSH_LDEV\118389000 - Marquette Beaman\4-CADD\PlanSheets\C2-00 SITE LAYOUT - OVERALL.dwg C2-00 SITE LAYOUT - OVERALL Aug 31, 2021 11:17am by: Landon.Allison

1 2 3 4 5 6 7 8 9 101 2 3 4 5 6 7 8 9

07/30/2021

LJA

LJA

MMC___

___

___

C2-00

SITE LAYOUT - OVERALL

NORTH

SITE NOTES

1. THE FINAL SITE LAYOUT, UTILITIES, ACCESS, AND GRADING WILL BE PROVIDED ATFINAL SITE PLAN. THE PROPOSED DEVELOPMENT WILL UTILIZE EXISTINGINFRASTRUCTURE SURROUNDING THE SITE. IF ADDITIONAL IMPROVEMENTS AREREQUIRED, THEY WILL BE INCORPORATED AT FINAL SITE PLAN.

2. FIRE HYDRANTS SHALL BE PROVIDED SO THAT ANY PORTION OF A BUILDINGSHALL BE NO FURTHER THAN 500 FEET FROM A FIRE HYDRANT AS MEASURED VIAHARD SURFACE ROAD.

3. ALL EXISTING INFORMATION SHOWN IS PROVIDED FROM READILY AVAILABLE GISINFORMATION AND IS NOT CONSIDERED TO BE ACCURATE OR COMPLETE.

4. ANY EXCAVATION, FILL, OR DISTURBANCE OF THE EXISTING GROUND ELEVATIONMUST BE DONE IN ACCORDANCE WITH STORM WATER MANAGEMENT ORDINANCENO. 78/840 AND APPROVED BY THE METROPOLITAN DEPATRMENT OF WATERSERVICES.

5. THE FINAL LOT COUNT AND DETAILS OF THE PLANS SHALL BE GOVERED BY THEAPPROPRIATE STORMWATER REGULATIOSN AT THE TIME OF FINAL APPLICATION.

6. METRO WATER SERVICES SHALL BE PROVIDED SUFFICIENT AND UNENCUMBEREDACCESS IN ORDER TO MAINTAIN AND REPAIR UTILITIES IN THIS SITE.

7. SIZE DRIVEWAY CULVERTS PER THE DESIGN CRITERIA SET FORTH BY THE METROSTORMWATER MANAGEMENT MANUAL (MINIMUM DRIVEWAY CULVERT IN METROROW IS 15”CMP).

8. THIS PROJECT IS LOCATED IN FLOOD ZONE X “UNSHADED” PER FEMA MAP47037C0243H DATED 4/5/2017.

9. THE CURRENT LAYOUT DEPICTS THE USE OF UNDERGROUND STORMWATERDETENTION AND THE USE OF PROPRIETARY WATER QUALITY UNITS. THEPROPRIETARY WATER QUALITY UNITS WILL REQUIRE A LOW IMPACTDEVELOPMENT WAIVER. IF AN LID WAIVER IS NOT OBTAINED, THEN THEPROPOSED DEVELOPMENT WILL PROVIDED LID FOLLOWING THE STORMWATERMANUAL. THE PLAN HAS HIGHLIGHTED POTENTIAL LOCATIONS FOR BIORETENTIONTHAT ARE AVAILABLE TO THE SITE PLAN SHOULD LID BE REQUIRED. THESELOCATIONS WILL BE FINALIZED AT FINAL SITE PLAN IF LID IS REQUIRED.

2021SP-023-001

VIEW FROM SITE

TERRA ZZO

15 STORIES

915 DIVISON

472 UNITS

909 DIVISION

16 STORIES

342 UNITS

ASPIRE

10 STORIES

CROSSROADS

14 STORIES

GREYSTAR GULCH

16 STORIES

MODERA GULCH

15 STORIES

2021SP-023-001

VIEW FROM SITE

STREETSCAPE AND COMMERCIAL NODE FRONTAGE

Commercial Storefront Frontage

NEIGHBORHOOD CORE FRONTAGE

Commercial Stoop Frontage

FRON

T OF B

UILD-

TO ZO

NE

FRONT OFBUILD-TO ZONE

MIN. UPPERFLOOR(S)OPENINGS25%

MIN. COMM.GROUNDFLOORGLAZING40%

10'-0

"MI

N. GR

OUND

FLR H

EIGHT

20'-0" MAX. COMMERCIAL BAY

5'-0"

MIN.

STOOP

DEPTH

UP

3'-0"

MAX.

HEIG

HT(18

" MIN.

)

8'-0"

MIN.

HEAD

HEIG

HT

AND C

LEARA

NCE

3'-0"

MAX.

COMM

.SIL

L HEIG

HT(N

O MI

N.)

COVEREDENTRY NOTREQUIRED(OPTIMAL)

PROPERTY LINE

PROP

ERTY

LINE

FRON

T OF B

UILD-

TO ZO

NE



MIN.GROUNDFLOORGLAZING40%

10'-0

"MI

N. GR

OUND

FLR H

EIGHT

20'-0"MAX. COMMERCIAL BAY

3'-0"

MAX.

COMM

. SIL

L HEIG

HT(N

O MI

N.)

8'-0"

MIN.

HEAD

HEIG

HT

AND C

LEARA

NCE


16'-0"

16'-0"

50%

30%

50%

30%

15'

STEP BACK

15'

STEP BACK

STREET SCAPE MATERIALS SHALL BE A COMBINATION OF GLAZING AND DURABLE EXTERIOR

MATERIALS SUCH AS BRICK MASONRY, STONE, CAST STONE, AND STEEL.

EIFS, VINYL SIDING, AND UNTREATED WOOD ARE PROHIBITED

SEE SITE PLAN FOR COMMERCIAL NODE LOCATIONS.

IN ORDER TO ENSURE THAT THE ARCHITECTURAL ELEVATIONS MEET NEIGHBORHOOD

APPROPRIATE EXPRESSION, FURTHER DESIGN CONSULTATION WITH PLANNING STAFF

REGARDING THE BUILDING DESIGN IS REQUIRED PRIOR TO FINAL SP APPROVAL.

35'

35'

2021SP-023-001

NEIGHBORHOOD CENTER FRONTAGEResidential Stoop Frontage

Residential Porch Frontage

FRON

T OF B

UILD-

TO ZO

NE



MIN.GROUNDFLOOROPENINGS30%

13'-0

"MI

N. GR

OUND

FLR H

EIGHT

5'-0"

MIN.

STOOP

DE

PTH

4'-0"

MAX.

HEIG

HT(18

" MIN.

)


FRON

T OF B

UILD-

TO ZO

NE



MIN.GROUNDFLOOROPENINGS30%

13'-0

"MI

N. GR

OUND

FLR H

EIGHT

5'-0"

MIN.

PORC

H DE

PTH

4'-0"

MAX.

HEIG

HT(18

"MI

N.)


16'-0"

16'-0"

15'

STEP BACK

15'

STEP BACK

STREET SCAPE MATERIALS SHALL BE A COMBINATION OF GLAZING AND DURABLE

EXTERIOR MATERIALS SUCH AS BRICK MASONRY, STONE, CAST STONE, AND STEEL.

EIFS, VINYL SIDING, AND UNTREATED WOOD ARE PROHIBITED

SEE DEVELOPMENT SITE DATA TABLE

IN ORDER TO ENSURE THAT THE ARCHITECTURAL ELEVATIONS MEET

NEIGHBORHOOD APPROPRIATE EXPRESSION, FURTHER DESIGN CONSULTATION

WITH PLANNING STAFF REGARDING THE BUILDING DESIGN IS REQUIRED PRIOR TO

FINAL SP APPROVAL.

STREETSCAPE FRONTAGE

2021SP-023-001

BIRD’S EYE VIEW

2021SP-023-001

2021SP-023-001

VIEWS OF COMMONS

2021SP-023-001

VIEWS OF 12TH AVENUE AND COMMUNITY OPEN SPACE

WALKABLE/ DIVERSE/ HISTORIC/ PEACEFUL/ NEIGHBORLY


HEALTHY FOOD

2021SP-023-001

PRECEDENTS


specific plan preliminary site plan application north

Documents