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C0.0
COVER SHEET
METRO CASE #: 2021SP-045-001
EXCAVATION PERMIT #: ----------
SWGR PERMIT #: ----------
SEWER PROJECT #: ----------
BUILDING PERMIT #: ----------
PARCEL IDs: ----------
GreshamSmith.com
Draw
n B
y:
Checked B
y:
Approved B
y:
DATE:
PROJECT:
LINE IS 3 INCHES WHEN PRINTED FULL SIZE
FULL SHEET SIZE = 34"X44"
222 2nd Avenue South,
Nashville, TN 37201
615.770.8100
SEAL
PROJECT
CLIENT
CONSULTANT
N
O
T
F
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C
O
N
S
T
R
U
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I
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12/18/2020 1:48:13 PM
BIM
360://44011.00 Circle South R21/44011.01_CS_O
ffice_500K_R21.rvt
20203-2083
08/09/21
Author
Checker
Approver
2416 W
est End
Nashville, D
avidson County, TN
PRELIM
IN
ARY SP
Revision
No. Date Description
METRO
CASE#
2021-SP-045-001
16.29.21 SP Resubmittal
27.08.21 SP Resubmittal
38.05.21 SP Resubmittal
SITE
2416 WEST END AVENUE
PRELIMINARY SP
LOCATION: 821, 823, 825, & 827 19TH AVE S, NASHVILLE, TN
COVER SHEETC0.0
INDEX OF SHEETS
DEVELOPER
FIONA HAULTER
GBT REALTY CORPORATION
9010 OVERLOOK BLVD
BRENTWOOD, TN 37027
(615) 370-0670
CIVIL
BRAD SLAYDEN, PE
RAGAN SMITH & ASSOCIATES, INC.
315 WOODLAND STREET
NASHVILLE, TN 37206
(615) 244-8591
ARCHITECTURE
GRESHAM SMITH & PARTNERS
222 2ND AVE, SUITE 1400
NASHVILLE, TN 37201
(615) 770-8100
SURVEY
YOUNG-HOBBS AND ASSOCIATES
1202 CROSSLAND AVE.
CLARKSVILLE, TN 37040
931-645-2524
CONTACTS
CIVIL PLANS
SHEET DESCRIPTION
PURPOSE NOTE
THE PURPOSE OF THIS SP IS TO REZONE TO PERMIT A MAXIMUM OF 375 RESIDENTIAL
UNITS AND A MAXIMUM OF 70,000 SF OF OTHER USES PERMITTED WITHIN THE MUG-A.
SHORT TERM RENTAL PROPERTY OWNER OCCUPIED AND NOT OWNER OCCUPIED SHALL
BE PERMITTED.
EXISTING PROPERTY INFORMATION
COUNCIL DISTRICT NUMBER: 21
DISTRICT COUNCIL MEMBER: BRANDON TAYLOR
PROPERTY OWNER(1): GTOM WEST END, LLC
9010 OVERLOOK BLVD
BRENTWOOD, TN 37027
PROPERTY OWNER(2): TIDMAN, J. HASKELL JR. ET AL
1155 CRATER HILL DRIVE
NASHVILLE, TN 37215
PROPERTY OWNER(3): BAURLE, ERIC J & EADS,
MATTHEW B & ELLIS, TRUITT ETAL
4421 SHEPPARD PL
NASHVILLE, TN 37205
PARCELS & ACREAGE: (PARCELS 016, 131, 132, 133) TOTAL AREA: 37,897 SF [0.87 AC]
(CS = 0.49 AC; MUG-A = 0.38 AC)
EX. BUILDING SF: 22,197 SF
TAX MAP: 104-03, 92-15
METRO GIS ID: 10403001600, 09215013100,
09215013200, 09215013300
STREET ADDRESS: 2416 WEST END AVE, 2413 ELLISTON PL,
2412 WEST END AVE, 2410 WEST END AVE
NASHVILLE, TN 37203
ZONING: OV-UZO, CS (COMMERCIAL SERVICE)
MUG-A (MIXED USE GENERAL -ALTERNATIVE)
EXISTING LAND USE: PARCEL 016: RESTAURANT/VACANT
PARCEL 131: VACANT
PARCEL 132: RESTAURANT
PARCEL 133: RETAIL
COMMUNITY PLAN: GREEN HILLS-MIDTOWN COMMUNITY PLAN
POLICY AREA: 10-MT-T5-MU-01
(T5 CENTER MIXED USE NEIGHBORHOOD AREA 1)
BUILDING SETBACKS
FRONT 0'-15' Measured from back of sidewalkSIDE 0' Measured from back of sidewalkREAR 20'
MAX HEIGHT: 20 STORIES (AND ABOVE)
BUFFER YARDS: N/A
MAX FAR: CS: 0.6; MUG-A: 3.0
MAX ISR: CS: 0.9; MUG-A: 0.9
EXISTING SIDEWALKS:
ELLISTON PLACE: SIDEWALK WIDTH VARIES 8'-10', NO GRASS STRIP
WEST END AVE: SIDEWALK WIDTH VARIES 8'-10', NO GRASS STRIP
PROPOSED DEVELOPMENT SUMMARY
APPLICATION DATE: 06/09/2021
SP NUMBER: 2021SP-045-001
ZONING: SP
LOTS: LOT 1; TOTAL LOT AREA = 37,897 SF (0.87 AC)
PROPOSED LAND USE: ALL USES ALLOWED UNDER MUG-A ZONING
PROPOSED BUILDING
ABOVE GRADE
GROSS AREA (SF): 556,000 SF GROSS BUILDING AREA
MAX SF OF
NON-RESIDENTIAL: NON-RESIDENTIAL MAX SF IS LIMITED TO 70,000 SF.
ABOVE GRADE NON-RESIDENTIAL USES SHALL BE
LOCATED ON LEVELS 1 AND 2. THE TOTAL SQUARE
FOOTAGE SHALL INCLUDE ANY LEASABLE SPACES ABOVE
OR BELOW GRADE ASSOCIATED WITH THE
NON-RESIDENTIAL USES
MAX RESIDENTIAL UNITS: MAXIMUM RESIDENTIAL UNITS = 375 UNITS
(PROPOSED DEVELOPMENT SUMMARY CONTINUED)
STRP (SHORT TERM RENTAL
PROPERTY) NOTE: NON-OWNER OCCUPIED AND OWNER OCCUPIED STRPs
SHALL BE PERMITTED
BULK REGULATIONS:
MIN BUILDING SETBACKS
FRONT 0' Measured from back of sidewalkSIDE 0' Measured from back of sidewalkREAR 0'
MAX BUILDING HEIGHT: THE BUILDING HEIGHT AT THE TALLEST POINT IS 374'-0"
FROM THE LOBBY, NOT INCLUDING THE PARAPET AS
SHOWN ON THE UPDATED ELEVATION. WHEN
MEASURING THE HIGHEST POINT OF THE BUILDING FROM
THE LOWEST ADJACENT STREET GRADE (THE
NORTHEAST CORNER OF THE PROPERTY), THE TALLEST
POINT OF THE BUILDING IS 380'-0" ABOVE STREET GRADE.
MAX BUILDING STORIES: 27 STORIES ABOVE GRADE (MECHANICAL EQUIPMENT
PENTHOUSES ARE NOT INCLUDED)
BUFFER YARDS: N/A
MAX FAR: 15.0 (THE MAX FAR EXCLUDES ALL BELOW GRADE AREAS).
(16.0 MAX FAR IF INCLUDING ALL LEASABLE SPACE
EXCLUDING GARAGE)
MAX ISR: 1.0
PROPOSED SIDEWALKS (PER MCSP):
ELLISTON PLACE (T5-M-AB3): 4' FURNISHING ZONE (4'X6' TREE WELLS), 10' SIDEWALK
WEST END AVE (T5-M-AB6-IM): 4' FURNISHING ZONE (4'X6' TREE WELLS),
10' SIDEWALK, 4' FRONTAGE ZONE
PARKING SUMMARY
REQ. PARKING STATEMENT: BASED ON METRO REQUIREMENTS FOR USES.
[17.20.030 & 17.20.040)
PARKING ADJUSTMENT PER 17.20.040:
17.20.040.G - WITHIN THE URBAN ZONING OVERLAY,
NO PARKING SHALL BE REQUIRED FOR USES LOCATED ON
MULTIMODAL CORRIDORS, AS DESIGNATED IN THE
MAJOR AND COLLECTOR STREET PLAN (MCSP).
THE MCSP DESIGNATES WEST END AVENUE AS A
MULTIMODAL CORRIDOR.
PROPOSED PARKING: 4.5 STORIES BELOW GRADE
REQ. ADA PARKING SPACES: PER CODE
PROP. ADA PARKING SPACES: PER CODE
LOADING SPACE REQ.: PER 17.20.130
LOADING SPACES PROPOSED: SEE PLANS
REQ. BICYCLE STATEMENT: BASED ON METRO REQUIREMENTS [BL2014-714]
(17.20.135)
PROPOSED BICYCLE SPACES: BASED ON METRO REQUIREMENTS [BL2014-714]
(17.20.135)
THE FINAL SP WILL ALLOCATE BIKE PARKING PER THE
CODE WHICH IS DETERMINED BY THE FINAL RESIDENTIAL
UNIT COUNT AND RETAIL SF.
DEVELOPMENT STANDARDS
1. BUILDINGS SHALL AVOID CONTINUOUS UNINTERRUPTED BLANK FACADES. SEE
ARCHITECTURAL ELEVATIONS AND RENDERINGS FOR ADDITIONAL DETAIL.
2. SIDEWALKS SHALL BE CONSTRUCTED TO THE STANDARD OF THE MAJOR AND
COLLECTOR STREET PLAN OR, IF ON A LOCAL STREET, TO LOCAL STREET STANDARDS.
THE BUILD-TO ZONE FOR ALTERNATIVE ZONING DISTRICTS SHALL BE MEASURED SHAll
BE MEASURED FROM THE STANDARD RIGHT-OF-WAY LINE AS ESTABLISHED BY THE
TABLE ENTITLED “STANDARD STREET RIGHT-OF-WAY WIDTHS” IN THE MAJOR AND
COLLECTOR STREET PLAN.
3. THE POTENTIAL PEDESTRIAN ENTRANCES DISPLAYED ON THE SITE LAYOUT PLAN ARE
SUBJECT TO CHANGE IN THE FINAL SP AND TENANT IMPROVEMENT PLANS SUBMITTAL
TO CODES.
GENERAL NOTES
1. ANY STANDARD NOT SPECIFICALLY ADDRESSED HEREIN SHALL COMPLY WITH THE
MUG-A BASE ZONING REQUIREMENTS AS OF THE APPLICATION DATE OF THIS
PRELIMINARY SP.
2. LOT IS TO BE SERVED WITH PUBLIC WATER AND SANITARY SEWER.
3. SITE, OPEN SPACES, WATER QUALITY & DETENTION FACILITIES TO BE MAINTAINED BY
PROPERTY OWNER OR PROPERTY OWNER'S ASSOCIATION.
4. REFUSE COLLECTION, RECYCLING AND MECHANICAL EQUIPMENT SHALL BE FULLY
SCREENED FROM PUBLIC VIEW BY THE COMBINATION OF FENCES, WALLS OR
LANDSCAPING (SECTION 17.24.060 OF THE METRO ZONING CODE).
5. THE DEVELOPER'S FINAL CONSTRUCTION DRAWINGS SHALL COMPLY WITH THE DESIGN
REGULATIONS ESTABLISHED BY THE DEPARTMENT OF PUBLIC WORKS. FINAL DESIGN
MAY VARY BASED ON FIELD CONDITIONS.
6. ALL WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES A PERMIT FROM THE DEPARTMENT
OF PUBLIC WORKS.
7. STORM WATER WILL BE ROUTED THROUGH A STORMWATER QUALITY MANAGEMENT
SYSTEM, SIZED PER THE DESIGN CRITERIA SET FORTH BY THE METRO STORMWATER
MANAGEMENT MANUAL.
8. APPROVAL OF ANY SPECIFIC PLAN DOES NOT EXEMPT ANY PARCEL SHOWN ON THE
PLAN OR ANY DEVELOPMENT WITHIN THE SP FROM COMPLIANCE WITH ALL PROVISIONS
OF THE METRO ZONING CODE WITH RESPECT TO FLOODPLAIN, STEEP SLOPES,
UNSTABLE SOILS, SINKHOLES, ROCK OUTCROPPINGS, STREAMS, SPRINGS AND
CRITICAL LOTS.
9. IF REQUIRED, A SUBDIVISION PLAT WILL BE SUBMITTED WITH THE FINAL SP
DOCUMENTS.
10. THE FINAL SITE PLAN/ BUILDING PERMIT SITE PLAN 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, IT SHALL BE CONSIDERED FOR EXISTING
VERTICAL OBSTRUCTIONS TO BE RELOCATED OUTSIDE OF THE REQUIRED SIDEWALK.
VERTICAL OBSTRUCTIONS ARE ONLY PERMITTED WITHIN THE REQUIRED GRASS STRIP
OR FRONTAGE ZONE.
11. BILLBOARDS SHALL NOT BE PERMITTED.
12. SIDEWALK CONSTRUCTION TO COMPLY WITH MCSP. SIDEWALKS ARE TO BE LOCATED
WITHIN DEDICATED R.O.W.
13. FEDERAL COMPLIANCE: ALL DEVELOPMENT WITHIN THE BOUNDARIES OF THIS PLAN
SHALL MEET THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT AND THE
FAIR HOUSING ACT.
ADA: HTTP://WWW.ADA.ORG
US JUSTICE DEPT: HTTP://WWW.JUSTICE.GOV/CRT/HOUSE/FAIRHOUSING/ABOUT_
FAIRHOUSINGACT.HTML
14. 78-840 NOTE: ANY EXCAVATION, FILL 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 DEPT. OF WATER
SERVICES.
15. ACCESS NOTE: METRO WATER SERVICES SHALL BE PROVIDED SUFFICIENT &
UNENCUMBERED ACCESS IN ORDER TO MAINTAIN AND REPAIR UTILITIES IN THIS SITE.
16. FIRE DEPT. NOTE: FIRE-FLOW SHALL MEET THE REQUIREMENTS OF THE
INTERNATIONAL FIRE CODE - 2012 EDITION; AS AMENDED.
17. PRELIMINARY PLAN NOTE: MINOR MODIFICATIONS TO THIS PRELIMINARY SP PLAN MAY
BE APPROVED BY THE PLANNING COMMISSION OR ITS DESIGNEE BASED UPON FINAL
ARCHITECTURAL, ENGINEERING OR SITE DESIGN AND ACTUAL SITE CONDITIONS. ALL
MODIFICATIONS SHALL BE CONSISTENT WITH THE PRINCIPLES AND FURTHER THE
OBJECTIVES OF THE APPROVED PLAN. MODIFICATIONS SHALL NOT BE PERMITTED,
EXCEPT THROUGH AN ORDINANCE APPROVED BY METRO COUNCIL THAT INCREASE
THE PERMITTED DENSITY OR FLOOR AREA, ADD USES NOT OTHERWISE PERMITTED,
ELIMINATE SPECIFIC CONDITIONS OR REQUIREMENTS CONTAINED IN THE PLAN AS
ADOPTED THROUGH THIS ENACTING ORDINANCE, OR ADD VEHICULAR ACCESS POINTS
NOT CURRENTLY PRESENT OR APPROVED.
18. STORMWATER PRELIMINARY PLAN NOTE: DRAWING IS FOR ILLUSTRATION PURPOSES
TO INDICATE THE BASIC PREMISE OF THE DEVELOPMENT, AS IT PERTAINS TO
STORMWATER APPROVAL / COMMENTS ONLY. THE FINAL LOT COUNT AND DETAILS OF
THE PLAN SHALL BE GOVERNED BY THE APPROPRIATE STORMWATER REGULATIONS AT
THE TIME OF FINAL APPLICATION.
19. FEMA NOTE: NO PORTION OF THIS PARCEL DESCRIBED HEREON LIES WITHIN FLOOD
HAZARD AREA IN ACCORDANCE WITH "INSURANCE RATE MAP PANEL NO. 47037C0243H",
DATED: APRIL 5, 2017 (PANEL NOT PRINTED).
20. SURVEY NOTE: TOPOGRAPHIC INFORMATION AND BOUNDARY INFORMATION TAKEN
FROM SURVEYS PREPARED BY YOUNG - HOBBS AND ASSOCIATES DECEMBER 20, 2020.
21. BUFFER NOTE: THE BUFFER ALONG WATERWAYS WILL BE AN AREA WHERE THE
SURFACE IS LEFT IN A NATURAL STATE IS NOT DISTURBED BY CONSTRUCTION
ACTIVITY. THIS IS IN ACCORDANCE WITH THE STORMWATER MANAGEMENT MANUAL
VOLUME 1 REGULATIONS.
22. C/D NOTE: SIZE DRIVEWAY CULVERTS PER THE DESIGN CRITERIA SET FORTH BY THE
METRO STORMWATER MANAGEMENT MANUAL (MINIMUM DRIVEWAY CULVERT IN METRO
ROW IS 15" CMP).
23. SITE SOILS: THE HYDROLOGIC SOIL GROUP CLASSIFICATION FOR THIS 0.87 LAND AREA
IS McB (MAURY-URBAN LAND COMPLEX, 2 TO 7 PERCENT SLOPES) WHICH IS GROUP B
RATING
24. BALCONIES ARE TO BE ALLOWED.
GENERAL PLAN CONSISTENCY
LAND USE POLICY
THIS SITE IS LOCATED IN THE T5 MU DISTRICT OF THE GREEN HILLS / MIDTOWN
COMMUNITY PLAN. T5 MU IS INTENDED TO MAINTAIN, ENHANCE, AND CREATE
HIGH-INTENSITY URBAN MIXED USE NEIGHBORHOODS WITH A DEVELOPMENT PATTERN
THAT CONTAINS A DIVERSE MIX OF RESIDENTIAL AND NON-RESIDENTIAL LAND USES. T5
MU AREAS ARE INTENDED TO BE AMONG THE MOST INTENSE AREAS IN DAVIDSON COUNTY.
T5 MU AREAS INCLUDE SOME OF NASHVILLE'S MAJOR EMPLOYMENT CENTERS SUCH AS
MIDTOWN THAT REPRESENT SEVERAL SECTORS OF THE ECONOMY INCLUDING HEALTH
CARE, FINANCE, RETAIL, THE MUSIC INDUSTRY, AND LODGING. T5 MU AREAS ALSO
INCLUDE LOCATIONS THAT ARE PLANNED TO EVOLVE TO A SIMILAR FORM AND FUNCTION.
COMMUNITY PLAN COMPLIANCE
THE PROPOSED DEVELOPMENT WILL PROVIDE COMMERCIAL AND RESIDENTIAL LAND USES
TO THE NEARBY LAND USES. ACCESS WITHIN THE OVERALL DEVELOPMENT IS DESIGNED
TO BE PEDESTRIAN FRIENDLY WITH CROSSWALKS AND SIDEWALKS TO PROVIDE SAFE
INTERACTION BETWEEN PEDESTRIAN AND VEHICULAR TRAFFIC. THE BUILDING IS
ORIENTED TOWARDS THE STREET WITH BUILDING FORMS THAT COMPLIMENT THE
ADJACENT NEIGHBORHOODS. LIGHTING WILL BE PROVIDED THROUGHOUT THE
DEVELOPMENT TO PROVIDE SAFETY AT BUILDINGS AND VEHICULAR AND PEDESTRIAN
AREAS WHILE ENHANCING THE CHARACTER OF THE CENTER.
SITE DATA
EXISTING CONDITIONS
SITE LAYOUT PLAN
TRUCK MOVEMENT PLAN
C0.2
C1.1
C1.2
BUILDING ELEVATION - NORTHA01
ARCHITECTURAL PLANS
BUILDING ELEVATION - SOUTHA02
BUILDING ELEVATION - WEST AND EASTA03
CONCEPTUAL RENDERINGSA04
ROOF PLANA228
UGE
UGE
UG
EU
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UG
E
UGE
UGE
UGE
UGE
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
8''W
8''W
8''W
8''W
G
GG
G
GG
GG
GG
G
GG
G
DYH
DYH
DYH
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
PP
PP
P
PP
PP
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P
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P
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PP
UG
E
UG
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UG
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UG
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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''W 8''W
WEST END AVE93' R/W AS PER MAPS
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
FOC FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
10''S
10''S
10''S
10''S
10''S
ELLISTON PLACE
71' R/W AS PER MAPS
UGE
UGE
UGE
UGE
UGE
UGE
UG
E
UG
E
UGE
UGE
UGEUGE
UGEUGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
S59°34'22"W 100.97'S59°34'22"W 100.97'
S30°45'49"E 174.86'
N30°35'06"W
89.73'
N44°57'00"E 176.81'
N44°49'05"E 104.29'
S30°45'49"E174.86'
N44°49'05"E 104.29'
S62°23'33"W 63.79' S59°34'22"W 61.65'
Δ=86°40'03"R=10.00'L=15.13'T=9.43'CHD=13.72'N74°19'31"W
Δ=2°49'00"R=750.00'
L=36.87'T=18.44'
CHD=36.87'S60°58'54"W
S30°45'49"E174.86'
ELLIS
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METRO CASE #: 2021SP-045-001EXCAVATION PERMIT #: ----------
SWGR PERMIT #: ----------SEWER PROJECT #: ----------BUILDING PERMIT #: ----------
PARCEL IDs: ----------
GreshamSmith.com
Dra
wn
By:
Che
cked
By:
Appr
oved
By:
DATE:PROJECT:
LINE IS 3 INCHES WHEN PRINTED FULL SIZEFULL SHEET SIZE = 34"X44"
222 2nd Avenue South,Nashville, TN 37201
615.770.8100
SEAL
PROJECT
CLIENT
CONSULTANT
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
12/18/2020 1:48:13 PM
BIM
360://44011.00 Circle South R21/44011.01_CS_O
ffice_500K_R21.rvt
20203-2083
06/09/21
Author
Checker
Approver
2416 W
est End
Nashville, D
avidson County, TN
PRELIM
IN
ARY SP
Revision
No. Date Description
METRO
CASE#
2021-SP-045-001
16.29.21 SP Resubmittal
27.08.21 SP Resubmittal
C0.2
EXISTINGCONDITIONS
LEGEND
DY
H
Ü
OWNER: 2400 TNWESTEND AVENUE, LLCADDRESS: 2400 WEST END AVE
PARCEL ID: 09215013700SALE INSTRUMENT: DB-20110103 0000645
OWNER: VANDERBILT UNIVERSITYADDRESS: 2415 VANDERBILT PL
PARCEL ID: 10404000100SALE INSTRUMENT: QC-00006491 0000286
OWNER: DEMETROS, HARRY ET ALADDRESS: 2408 ELLISTON PL
PARCEL ID: 09215005000SALE INSTRUMENT: QC-00007540 0000744
OWNER: H.M. & L.CO., L.P.ADDRESS: 200 25TH AVE NPARCEL ID: 09215004800
SALE INSTRUMENT: QC-00009484 0000261
OWNER: METRO GOV'T P CENTENNIALADDRESS: 2500 WEST END AVE
PARCEL ID: 09214007600SALE INSTRUMENT: DB-00004581 0000964
OWNER: MARSHALL-DONNELLY-COMBSFUNERAL DIRECTOR
ADDRESS: 201 25TH AVE NPARCEL ID: 10403001500
SALE INSTRUMENT: DB-00004596 0000445
UGE
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C
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F
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C
F
O
C
F
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C
8''W
8''W
8''W
8''W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
D
Y
H
D
Y
H
D
Y
H
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
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P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
PP
U
G
E
U
G
E
UG
E
UG
E
UG
E
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''W 8''W
1
2
''W
1
2
''W
1
2
''W
1
2
''W
1
2
''W
1
2
''W
1
2
''W
1
2
''W
1
2
''W
1
2
''W
1
2
''W
1
2
''W
F
O
C
F
O
C
F
O
C
F
O
C
F
O
C
F
O
C
F
O
C
F
O
C
F
O
C
1
0
''S
1
0
''S
1
0
''S
1
0
''S
1
0
''S
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
UG
E
UG
E
UGE
UG
E
UGE
UGE
UGE
UGE
UGE
UGEUGE
UGE
UGE
UGE
UGE
WEST END AVE
93' R/W AS PER MAPS
E
L
L
IS
T
O
N
P
L
A
C
E
7
1
' R
/W
A
S
P
E
R
M
A
P
S
W
W
W
S
S
T
S
T
S
T
S
T
W
RAMP DOWN TO PARKING
SHARED TRUCK BAY
SHARED TRUCK BAY
TRASH
TRASH
ONLY
PROPOSED
BUILDING
4' FRONTAGE ZONE
10' CONCRETE SIDEWALK (TYP.)
METRO DWG. No. ST-310
10' CONCRETE SIDEWALK (TYP.)
METRO DWG. No. ST-310
P
L
A
N
T
IN
G
Z
O
N
E
P
U
B
L
IC
S
ID
E
W
A
L
K
D
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IV
E
L
A
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E
D
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IV
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L
A
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S
P
A
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O
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F
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T
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E
B
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E
L
A
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L
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E
1
0
'
4
'
1
0
'
1
0
'
1
0
'
PLANTING ZONE
PUBLIC SIDEWALK
8
'
10
'4
'1
0.5
'1
0.4
'9
.6
'1
1.1
'9
.5
'1
0.1
'9
.9
'
FRONTAGE ZONE
P
A
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A
L
L
E
L
P
A
R
K
IN
G
D
R
I
V
E
L
A
N
E
D
R
I
V
E
L
A
N
E
P
L
A
N
T
I
N
G
Z
O
N
E
P
U
B
L
I
C
S
I
D
E
W
A
L
K
10' CONCRETE SIDEWALK (TYP.)
METRO DWG. No. ST-310
4'
EX. DRIVE LANE
EX. DRIVE LANE
EX. DRIVE LANE
EX. DRIVE LANE
EX. DRIVE LANE
EX. DRIVE LANE
EX. DRIVE LANE
(LEFT TURN LANE)
PROPOSED ROW
PROPOSED ROW
COMMERCIAL DRIVEWAY
RAMP ENTRANCE (TYP.)
RIGHT IN, RIGHT OUT
COMMERCIAL DRIVEWAY
RAMP ENTRANCE (TYP.)
RIGHT IN, RIGHT OUT
13'
13'
26'
35'
SP BOUNDARY
5.9
'
6.4
'
5.4'
PROPOSED
STORM SEWER
PROPOSED SITE
STORM SEWER CONNECTION
POINT
PROPOSED
SANITARY SEWER
SERVICE
PROPOSED
WATER SERVICE
5
'
5
'
5
.8
'
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
EXISTING LOT LINE
EXISTING LOT LINE
BUILDING
OVERHEAD
(TYP.)
2'
3.6'
BUILDING OVERHEAD
(TYP.)
2.8'
STREET TREE
CANOPY (TYP.)
STREET TREE
CANOPY (TYP.)
STREET TREE
UNDERSTORY (TYP.)
STREET TREE
UNDERSTORY (TYP.)
4
3
'
ELLISTON PLACE
CL (CENTER LINE)
WEST END AVE.
CL (CENTER LINE)
51
'
58.9'
4' PLANTING ZONE (TYP.)
103.3'
ELLISTON PLACE
CL (CENTER LINE)
EXISTING POLE TO REMAIN
IN PLANTING ZONE
EXISTING POLE TO REMAIN
IN PLANTING ZONE
EXISTING POLE MAY BE
RELOCATED IF NEEDED
R.O.W.
DEDICATION
R.O.W.
DEDICATION
R.O.W.
DEDICATION
R.O.W.
DEDICATION
R.O.W.
DEDICATION
R.O.W.
DEDICATION
EXISTING WEGO BUS STOP TO BE
BROUGHT UP TO CURRENT STANDARDS
WITHIN THE PUBLIC ROW OF WEST END.
FINAL DETAILS AND LOCATION TO BE
COORDINATED WITH WEGO AT TIME OF
CONSTRUCTION.
8'
55'
5.5'
BUILDING OVERHEAD
(TYP.)
POTENTIAL PEDESTRIAN ENTRANCES
(TYP)
POTENTIAL PEDESTRIAN ENTRANCES
(TYP)
POTENTIAL PEDESTRIAN ENTRANCES
(TYP)
BICYCLE
CROSSWALK
BICYCLE
CROSSWALK
REVISED CURB
LINE
PEDESTRIAN
CROSSWALK
PEDESTRIAN
CROSSWALK
5
'
1
'
5
'
S
P
A
C
E
F
O
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F
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T
U
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B
IK
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T
U
R
E
B
I
K
E
L
A
N
E
A
N
D
B
U
F
F
E
R
PROPOSED
CURB & GUTTER
U
G
E
U
G
E
U
G
E
UGE
UG
E
UG
E
UGE
UGE
U
G
E
ONLY
D
R
I
V
E
L
A
N
E
BICYCLE
CROSSWALK
REVISED CURB
LINE
PEDESTRIAN
CROSSWALK
ENLARGED
PEDESTRIAN
REFUGE ISLAND
RECONFIGURED
MEDIAN
1
1
'
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8/2
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PD
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B
Y M
DO
BS
ON
O
N: 8
/1
8/2
021
4:5
7 P
M
Know what'sbelow.before you dig.Call
G:\2
02
03
-2
08
3\1
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LA
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B
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ON
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N: 8
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8/2
021
4:5
7 P
M
R
S
A
N
E
W
METRO CASE #: 2021SP-045-001
EXCAVATION PERMIT #: ----------
SWGR PERMIT #: ----------
SEWER PROJECT #: ----------
BUILDING PERMIT #: ----------
PARCEL IDs: ----------
GreshamSmith.com
Draw
n B
y:
Checked B
y:
Approved B
y:
DATE:
PROJECT:
LINE IS 3 INCHES WHEN PRINTED FULL SIZE
FULL SHEET SIZE = 34"X44"
222 2nd Avenue South,
Nashville, TN 37201
615.770.8100
SEAL
PROJECT
CLIENT
CONSULTANT
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
12/18/2020 1:48:13 PM
BIM
360://44011.00 Circle South R21/44011.01_CS_O
ffice_500K_R21.rvt
20203-2083
08/09/21
Author
Checker
Approver
2416 W
est End
Nashville, D
avidson County, TN
PRELIM
IN
ARY SP
Revision
No. Date Description
METRO
CASE#
2021-SP-045-001
16.29.21 SP Resubmittal
27.08.21 SP Resubmittal
38.05.21 SP Resubmittal
LEGEND
PROPOSED BUILDING
CONCRETE (HEAVY DUTY)
CONCRETE
EXISTING ASPHALT
PROPOSED ASPHALT
EXISTING PROPERTY LINE
PROPOSED PROPERTY LINE
C1.1
SITE LAYOUT PLAN
STORMWATER NOTES:
1. IT IS ANTICIPATED THE PROJECT WILL PROPOSE TO UTILIZE LOW IMPACT
DEVELOPMENT (LID) MEASURES WHERE POSSIBLE, INCLUDING THE
CONSIDERATION OF SOME EXTENT OF URBAN BIORETENTION, GREEN
ROOF, ETC. THE SITE IS LOCATED IN THE T5 MU DISTRICT OF THE GREEN
HILLS / MIDTOWN COMMUNITY PLAN, WHICH PER DEVELOPMENTAL
STANDARDS ARE INTENDED TO BE AMONGST THE MOST INTENSE HIGH
DENSITY DEVELOPMENT AREAS IN DAVIDSON COUNTY. THUS THE
MAJORITY OF THE SITE IS PROPOSED TO BE OCCUPIED BY PROPOSED
BUILDING OR GARAGE LEVEL FOOTPRINT. THEREFORE IF DEEMED
INADEQUATE SPACE IS AVAILABLE TO FULLY SATISFY LID REQUIREMENTS,
THE PROJECT MAY CONSIDER APPLYING FOR A PSQPF OR LID WAIVER TO
ACHIEVE FULL COMPLIANCE.
2. NOTE: ANY EXCAVATION, FILL 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 DEPARTMENT OF WATER SERVICES..
3. SIZE DRIVEWAY CULVERTS PER THE DESIGN CRITERIA SET FORTH BY THE
METRO STORMWATER MANAGEMENT MANUAL (MINIMUM DRIVEWAY
CULVERT IN METRO R.O.W. IS 15" CMP)
4. METRO WATER SERVICE SHALL BE PROVIDED SUFFICIENT AND
UNENCUMBERED INGRESS AND EGRESS AT ALL TIMES IN ORDER TO
MAINTAIN, REPAIR, REPLACE AND INSPECT ANT STORMWATER FACILITIES
WITHIN THE PROPERTY.
5. ALL LOTS SHALL HAVE INDIVIDUAL WATER AND SEWER SERVICE.
NOTE
THE FINAL SITE PLAN/BUILDING PERMIT SITE PLAN DEPICTS 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 SIDEWALK. VERTICAL OBSTRUCTIONS ARE ONLY PERMITTED WITHIN THE
REQUIRED GRASS STRIP OR FRONTAGE ZONE. THERE SHALL BE NO VERTICAL
OBSTRUCTION (UTILITY POLES) BLOCKING PUBLIC SIDEWALKS.
METRO PUBLIC WORKS NOTES
1. THE DEVELOPER'S FINAL 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 FINAL
DEVELOPMENT PLAN OR BUILDING PERMIT, AS APPLICABLE. FINAL DESIGN MAY VARY
BASED ON FIELD CONDITIONS.
2. SUBMIT RECORDED COPY OF ROW DEDICATION PRIOR TO BUILDING PERMIT APPROVAL
BY MPW.
AT GRADE AMENITY AREA
(FINAL DESIGNS TO BE ESTABLISHED AT FINAL SP)
LANDSCAPE NOTES:
1. LANDSCAPING AND TREE DENSITY
REQUIREMENTS PER METRO ZONING ORDINANCE.
2. ALL TREES SHALL BE PLANTED A MIN. OF 15' AWAY
FROM ANY UTILITY POLE.
PROPOSED URBAN
BIORETENTION AREA
LANDSCAPE SITE DATA
PROPERTY INFORMATION:
PROJECT NAME: 2416 WEST END PRELIMINARY SP
PARCEL/S ACREAGE: .87± AC [37,897± SF]
STREET ADDRESS: 2416 WEST END
ZONING SP
TREE DENSITY WORKSHEET
ACREAGE (SURVEYED): .79 ± AC.
MINUS BUILDING COVERAGE AREA: .63 ± AC.
EQUALS ADJUSTED ACREAGE: .16 ± AC.
MULTIPLIED BY REQ. TDU/ACRE: x 22
EQUALS REQ. TDU/PROJECT: 3.52
DENSITY UNITS PROVIDED ON ABOVE SCHEDULES
TOTAL TDU FOR PROTECTED TREES: 0
TOTAL TDU FOR NEW TREES: 3.52
TOTAL TDU PROVIDED: 3.55 (STREET TREES)
TOTAL $ TO TREE BANK: N/A
BUFFER REQUIREMENTS
N/A
STREET TREE REQUIREMENTS
WEST END AVE - 236.82 LF OF FRONTAGE
REQUIRED (236.82/40): 6 TREES
PROVIDED: 6 TREES
ELLISTON PLACE - 261.03 LF OF FRONTAGE
REQUIRED (261.03/40): 7 TREES
PROVIDED: 7 TREES
PROPOSED GRASS STRIP
AND TREE WELLS
POTENTIAL PEDESTRIAN
ENTRANCE
MATCH LINE INSERT
SCALE: 1" = 10'
MA
TC
H L
IN
E - S
EE
T
HIS
S
HE
ET
MA
TC
H L
IN
E - S
EE
T
HIS
S
HE
ET
NOTE:
WEST END AVENUE AND 25TH AVENUE INTERSECTION
IMPROVEMENTS DISPLAYED PER TRAFFIC IMPACT STUDY
RECOMMENDATIONS BY KCI TECHNOLOGIES.
WEST END AVE93' R/W AS PER MAPS
ELLISTON PLACE
71' R/W AS PER MAPS
RAMP DOWN TO PARKING
SHARED TRUCK BAY
SHARED TRUCK BAY
TRASH
TRASH
PROPOSEDBUILDING
LOADING AREA
TRASH AREA
WEST END AVE93' R/W AS PER MAPS
ELLISTON PLACE
71' R/W AS PER MAPS
RAMP DOWN TO PARKING
SHARED TRUCK BAY
SHARED TRUCK BAY
TRASH
TRASH
PROPOSEDBUILDING
LOADING AREA
TRASH AREA
G:\2
0203
-208
3\1-
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: 7/8
/202
1 2:
49 P
M
LAST
UPD
ATED
BY
BPAT
TER
SON
ON
: 7/8
/202
1 2:
46 P
M
Know what'sbelow.before you dig.CallG
:\202
03-2
083\
1-C
IVIL
EN
GIN
EER
ING
\3-P
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\208
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RSA
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METRO CASE #: 2021SP-045-001EXCAVATION PERMIT #: ----------
SWGR PERMIT #: ----------SEWER PROJECT #: ----------BUILDING PERMIT #: ----------
PARCEL IDs: ----------
GreshamSmith.com
Dra
wn
By:
Che
cked
By:
Appr
oved
By:
DATE:PROJECT:
LINE IS 3 INCHES WHEN PRINTED FULL SIZEFULL SHEET SIZE = 34"X44"
222 2nd Avenue South,Nashville, TN 37201
615.770.8100
SEAL
PROJECT
CLIENT
CONSULTANT
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
12/18/2020 1:48:13 PM
BIM
360://44011.00 Circle South R21/44011.01_CS_O
ffice_500K_R21.rvt
20203-2083
06/09/21
Author
Checker
Approver
2416 W
est End
Nashville, D
avidson County, TN
PRELIM
IN
ARY SP
Revision
No. Date Description
METRO
CASE#
2021-SP-045-001
16.29.21 SP Resubmittal
27.08.21 SP Resubmittal
PROPOSED TRUCKWHEEL PATH (TYP.)
PROPOSED TRUCKBUMPER OVERHANG (TYP.)
PROPOSED TRUCKWHEEL PATH (TYP.)
PROPOSED TRUCKBUMPER OVERHANG (TYP.)
LEGEND
PROPOSED BUILDING
CONCRETE (HEAVY DUTY)
CONCRETEEXISTING ASPHALT
PROPOSED ASPHALT
EXISTING PROPERTY LINEPROPOSED PROPERTY LINE PROPOSED URBAN
BIORETENTION AREA
C1.2
TRUCK MOVMENTPLAN
30
4 20
SU-30 - Single Unit TruckOverall Length 30.000ftOverall Width 8.000ftOverall Body Height 13.500ftMin Body Ground Clearance 1.367ftTrack Width 8.000ftLock-to-lock time 5.00sMax Steering Angle (Virtual) 31.80°
30
4 20
SU-30 - Single Unit TruckOverall Length 30.000ftOverall Width 8.000ftOverall Body Height 13.500ftMin Body Ground Clearance 1.367ftTrack Width 8.000ftLock-to-lock time 5.00sMax Steering Angle (Virtual) 31.80°
AT GRADE AMENITY AREA(FINAL DESIGNS TO BE ESTABLISHED AT FINAL SP)
TOP OF ROOF 374'-0"*
*HEIGHT DOES NOT INCLUDE PARAPET
MASONRY OR EQUIVALENT
GLASS WINDOW WALL, OR EQUIVALENT
CLEAR GLAZING STOREFRONT, OR EQUIVALENT
MASONRY OR EQUIVALENT
METAL PANEL, OR EQUIVALENT
LVL 27
LVL 17
LVL 16
LVL 15
LVL 14
LVL 13
LVL 12
LVL 11
LVL 10
LVL 09
10
' -
6"
10
' -
6"
10
' -
6"
10
' -
6"
10
' -
6"
10
' -
6"
10
' -
6"
10
' -
6"
12
' -
0"
7' -
6"
7' -
6"
7' -
6"
7' -
6"
7' -
6"
7' -
6"
7' -
6"
7' -
6"
PEDESTRIAN ENTRANCES ARE SUBJECT TO CHANGE IN FINAL SP
GreshamSmith.com
Dra
wn B
y:
Checked B
y:
Appro
ved B
y:
222 Second Avenue SouthSuite 1400
Nashville, TN 37201
615.770.8100
This Line is 3 Inches When Printed Full Size
7/8
/20
21
10
:02:1
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IM 3
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://4
490
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/44
90
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210
52
8_G
BT
_W
est_
En
d_
op2
_2
.rvt
ELEVATION
A0144904.00
07.07.2021
Auth
or
Checker
Appro
ver
2416 W
est E
nd A
ve., N
ashvill
e,
Tennessee 3
7203
Revision
No. Date Description
0' 10' 40'20' 60'1" = 20'-0"1
BUILDING ELEVATION - NORTH
MASONRY OR EQUIVALENT
GLASS WINDOW WALL, OR EQUIVALENT
CLEAR GLAZING STOREFRONT, OR EQUIVALENT
METAL AWNING OR EQUIVALENT
TOP OF ROOF 374'-0"*
*HEIGHT DOES NOT INCLUDE PARAPET
LVL 27
12
' -
0"
7' -
6"
7' -
6"
7' -
6"
7' -
6"
7' -
6"
7' -
6"
7' -
6"
7' -
6"
PEDESTRIAN ENTRANCES ARE SUBJECT TO CHANGE IN FINAL SP
GreshamSmith.com
Dra
wn B
y:
Checked B
y:
Appro
ved B
y:
222 Second Avenue SouthSuite 1400
Nashville, TN 37201
615.770.8100
This Line is 3 Inches When Printed Full Size
7/8
/20
21
10
:02:3
3 P
MB
IM 3
60
://4
490
4.0
0 G
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nd R
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/44
90
4_
210
52
8_G
BT
_W
est_
En
d_
op2
_2
.rvt
ELEVATION
A0244904.00
07.07.2021
Auth
or
Checker
Appro
ver
2416 W
est E
nd A
ve., N
ashvill
e,
Tennessee 3
7203
Revision
No. Date Description
0' 10' 40'20' 60'1" = 20'-0"1
BUILDING ELEVATION - SOUTH
MASONRY OR EQUIVALENT
MASONRY OR EQUIVALENT
MASONRY OR EQUIVALENT
GLASS WINDOW WALL,OR EQUIVALENT
TOP OF ROOF 374'-0"*
*HEIGHT DOES NOT INCLUDE PARAPET
EXTRUDED METAL MULLION
EXTRUDED METAL MULLION
METAL PANEL,OR EQUIVALENT
GLASS WINDOW WALL,OR EQUIVALENT
TOP OF ROOF 374'-0"*
*HEIGHT DOES NOT INCLUDE PARAPET
PEDESTRIAN ENTRANCES ARE SUBJECT TO CHANGE IN FINAL SP
GreshamSmith.com
Dra
wn B
y:
Checked B
y:
Appro
ved B
y:
222 Second Avenue SouthSuite 1400
Nashville, TN 37201
615.770.8100
This Line is 3 Inches When Printed Full Size
7/8
/20
21
10
:02:5
4 P
MB
IM 3
60
://4
490
4.0
0 G
BT
We
st E
nd R
21
/44
90
4_
210
52
8_G
BT
_W
est_
En
d_
op2
_2
.rvt
ELEVATION
A0344904.00
07.07.2021
Auth
or
Checker
Appro
ver
2416 W
est E
nd A
ve., N
ashvill
e,
Tennessee 3
7203
Revision
No. Date Description
1" = 20'-0"1
BUILDING ELEVATION - EAST1" = 20'-0"
2BUILDING ELEVATION - WEST
GreshamSmith.com
Dra
wn
By:
Che
cked
By:
Appr
oved
By:
222 Second Avenue SouthSuite 1400
Nashville, TN 37201
615.770.8100
This Line is 3 Inches When Printed Full Size
6/29
/202
1 11
:52:
49 A
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M 3
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4490
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Wes
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R21
/449
04_2
1052
8_G
BT_W
est_
End_
op2_
2.rv
t
RENDERINGS
A0444904.00
06.03.2021
Auth
or
Che
cker
Appr
over
2416
Wes
t End
Ave
., N
ashv
ille,
Tenn
esse
e 37
203
RevisionNo. Date Description
VIEW FROM WEST END LOOKING NORTHWEST
VIEW FROM WEST END LOOKING EAST
VIEW FROM ELLISTON PLACE LOOKING EAST
ST
EP
BA
CK
30' - 4
31/3
2"
ST
EP
BA
CK
6' - 1
0"
LVL 09 LVL 10
ST
EP
BA
CK
18' -
4"
ST
EP
BA
CK
12' -
10"
ST
EP
BA
CK
8' -
0"
LVL 11 LVL 12 LVL 13 LVL 14 LVL 15 LVL 16 LVL 17
LVL 27
LVL 03
ELLISTON PLACE
WEST END AVE
GreshamSmith.com
Dra
wn B
y:
Checked B
y:
Appro
ved B
y:
222 Second Avenue SouthSuite 1400
Nashville, TN 37201
615.770.8100
This Line is 3 Inches When Printed Full Size
7/8
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21
10
:02:5
6 P
MB
IM 3
60
://4
490
4.0
0 G
BT
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st E
nd R
21
/44
90
4_
210
52
8_G
BT
_W
est_
En
d_
op2
_2
.rvt
ROOF PLAN
A22844904.00
07.07.2021
Auth
or
Checker
Appro
ver
2416 W
est E
nd A
ve., N
ashvill
e,
Tennessee 3
7203
06.0
3.20
21
Revision
No. Date Description
0' 12'8'4'2'1/16" = 1'-0"1
LEVEL ROOF