NORTH EDGEHILL COMMONS - SPECIFIC PLAN PRELIMINARY SITE PLAN APPLICATION - SEPTEMBER 23, 2021 - NashvilleMaps | Nashville.gov
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SPECIFIC PLAN
PRELIMINARY SITE PLAN APPLICATION
NORTH EDGEHILL COMMONS
2021SP-023-001
SEP TEMBER 23, 2021
2021SP-023-001
DEVELOPMENT SUMMARY
CIVIL THOUGH NOT R EQ UIRED BY THIS SP THE:
SUMM ARY
• COUNCIL DISTRICT: 19, FREDDIE O’CONNELL
• Site layout, utilities, access, and grading will be provided at final site plan. The proposed • Owner voluntarily agrees to restrict a minimum of 10% of the residential units within the
• OWNER(S) OF RECORD: LEE A. BEAMAN, BEAMAN MOTOR COMPANY,
development will utilize existing infrastructure surrounding the site. If additional SP shall be Workforce Housing as defined in chapter 17.04 of the code of metropolitan
1525 BROADWAY NASHVILLE, TN 37203, 888.423.2626
improvements are required, they will be incorporated at final site plan. government of Nashville and Davidson County as long as it receives a grant or funding from
• SP NAME: NORTH EDGEHILL COMMONS
• All existing information shown is provided from readily available GIS information and is not Payment in Lieu of Tax arrangements, Amazon Equitable Housing Fund, and/or Non-Low
• SP NUMBER: 2021SP-023-001
considered to be accurate or complete. Income Housing Tax Credits Pilot Bill.
• PLAN PREPARATION DATE: 08/ 03/ 2021
• Any excavation, fill, or disturbance of the existing ground elevation must be done in • Owner commits to endeavor to employ local women and minority owned businesses and
• APPLICANT: TUCK HINTON ARCHITECTURE & DESIGN, CURTIS LESH, 615.254.4100,
accordance with storm water management ordinance NO. 78/840 and approved by the contractors on the project.
clesh@tuckhinton.com
Metropolitan Development of Water Services.
• ARCHITECT: TUCK HINTON ARCHITECTURE & DESIGN, CURTIS LESH, 615.254.4100,
• The final lot count and details of the plans shall be governed by the appropriate stormwater
clesh@tuckhinton.com
regulation at the time of final application.
• CIVIL ENGINEER: KIMLEY HORN & ASSOCIATES, INC., MARY MCGOWAN, 615.800.4004,
• Metro Water Services shall be provided sufficient and unencumbered access in order to
mary.mcgowan@kimley-horn.com
maintain and repair utilities in the site.
• MASTER PLANNING/ DESIGN/ SPATIAL STORY TELLING: STORYLAND STUDIOS
• Size driveway culverts per the design criteria set forth by the Metro Stormwater Management
• US FEMA FIRM: 47037C0243H DATED 04/05/2017
Manual (minimum driveway culvert in Metro Row is 15” CMP)
• LOT 1 RE-SUB LOTS 1-2-3-4 EDGEHILL ESTATES SEC 117
• The project is located in flood 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
PURPOSE
provide LID following the stormwater manual. The plan has highlighted potential locations
North Edgehill Commons is proposed as a sustainable live/work/play district at the northern
for bioretention and pervious pavers that are available to the site plan should LID be
edge of the historic Edgehill neighborhood. Based on its strategic gateway and edge location
required. These locations will be finalized at final site plan if LID is required.
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 significant contributions to the public realm via
several new community amenities, based on input by existing residents:
2021SP-023-001
• ACREAGE: 6.79 ACRES (5.986+.8019)
DEVELOPMENT SITE DATA TABLE 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
OFFICE,
RETAIL/ COMMERCIAL
MULTI-FAMILY,
RETAIL/ COMMERCIAL
2021SP-023-001
VEHICULAR ACCESS PLAN
A
B
E
D C
495
550050
0
49
485
SURVEY NOTES
480
1. THE INFORMATION SHOWN ON THIS PLAN IS BASED UPON THE
TENNESSEE STATE PLAN COORDINATE SYSTEM, AND NAD 83 DATUM.
2. BASE INFORMATION WAS TAKEN FROM AN ALTA SURVEY PREPARED BY
510
Main: 615.564.2701 | www.kimley-horn.com
EXISTING OVERHEAD
214 Oceanside Drive, Nashville, TN 37204
48 YOUNG HOBBS. THE INFORMATION PROVIDED SHALL BE FIELD VERIFIED
ELECTRIC POWER LINE 5
PRIOR TO CONSTRUCTION. KIMLEY-HORN AND ASSOCIATES SHALL NOT
BE HELD RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF
449900
515 THE BASE INFORMATION SHOWN.
49555
49
000
49
3. INFORMATION WAS ALSO TAKEN FROM THE CITY OF NASHVILLE GIS AND
© 2021 Kimley-Horn and Associates, Inc.
550
50 AERIAL PHOTOGRAPHS.
5 4. THE CONSULTANT HAS FOUND NO EVIDENCE OF THE MINERAL RIGHTS
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
OF THIS PROPERTY BEING TRANSFERRED TO ANY PARTY OTHER THAN
515 THE OWNER.
510
5. THIS PROJECT IS LOCATED IN ZONE "X" AS DESIGNATED ON CURRENT
FEDERAL EMERGENCY MANAGEMENT AGENCY MAP NO. 47037C0243H
Y D
AND 47037C0244H WITH AN EFFECTIVE DATE OF 04-05-2017, WHICH MAKE
H
52 UP A PART OF THE NATIONAL FLOOD INSURANCE PROGRAM. ZONE "X" IS
O
0 EXISTING FIRE HYDRANT AN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANGE
H OH
W W
FLOODPLAIN.
520 EXISTING LIGHT 6. BASED ON AVAILABLE INFORMATION FROM THE USDA, THE SOILS ON
POLE (TYP.) IPS SITE CONSIST OF MAURY-URBAN LAND COMPLEX (McB). THIS INCLUDES
SILT LOAM, SILT CLAY LOAM, AND SILTY CLAY.
7. EXISTING IMPERVIOUS COVER: 5.61 AC
LOT 1 PARK CENTER
'G
OWNER: EDGEHILL OWNER, LLC
4'
ZONING: SP (BL 2019-1534)
SITE SLOPE TABLE
W
PARCEL NUMBER: 09313054200
8''
X
OX
FOC
H
12224W
''S .55
OH ' (C 14% - 19.99%
W -R
)
51
X
5
80.
SS
EXISTING 0'
50 20% - 24.99%
8''
'G
X
GAS MAIN 5
4'
89.
0' OH
W
BILLBOARD
12 O W
R/ IN 485
VA TE
W
OH
W ''SH X
ES RS
W
W RI
480
8''
"N TA 25% and above
AC TE
O
EXISTING SE 5
W 1E0
CE 4
SS 0
R X TO
C
WATER MAIN LIN I-4
FO
X
EA 0
SP )
ER 12 S EXISTING OVERHEAD
520 MA ''S S 5 58°
'G
SS
PS
8°5 58' ELECTRIC POWER LINE
4'
X 5'58 E 6
8''
C3 " E 20.
18 OH 62 26' (
9.3 W 0.2 R)
H
W
1' 6'
UT
(M
8''
X
(C
-R X )
SO
)
HAWKINS STREET MIXED
12
''S
80 E
/W
48
W 505
AV
'R
5
50
0
TH
49
X
OH 5
G
490
4''
12
W
20' SANITARY 48
SS
MARQUETTE COMPANIES
5
X
EXISTING SANITARY ~CO E
SEWER EASEMENT
8''
NC~
SEWER MAIN 51120''
X
S
X ~
W
.0'
USE BUILDING
8''
20
EXISTING FIRE HYDRANT ~ASPHALT~
20X
NASHVILLE, TENNESSEE
EXISTING STORM OUTFALL
X
52 12 6.40
)
.91 )
' (M
31 ' (R
5 W
''S ' (
G
C-
S
IP
USED OIL R)
4''
X 2" E 31.91
WHEEL
5'X25' ANCHOR TANK
STOPS X
SS
EASEMENT
TYP
8''
PB 5210, PAGE 245
9'0 ' E
D
H
Y
.0'
SIGN X
42 2°47
IPS ~ASPHALT~ 18"
25
20 70
.1' EXISTING
C
W W SIGN .5'
FO
OH
4
°4
C2 12 X SANITARY
N
STEPS ''S
40 SEWER MAIN
.6'
STOP
N
.4' 48
'
50
.1
14"
'
CMF SIGN
2.2
'
490
.0
5
28
19 1/2" IPF
W
14
W .5'
LOT 1
OH
IPS
W
20
.1' PB 5210, PG 245 490
6''
X X S7
N N 52 12" 5.99 ACRES± S 72 2°24' E
500
51
)
49
52 °5
310.00' (R
10.5
5
RESERVED 0 °21
LOT 1 EDGEHILL EST. 21
5
50
°4 0' 260,788 SF± 4
SEC. 99 7'5 W SIGN
16
10.5 ' (C)
8' (R 12''S
X '58" E 2 3.53' (R)
8" 5.1 13.5
OWNER: MDHA W 122 ' ) 3' (M
.0'
12 .37' ) S 72°21'55" E 3.73' (M)
50
ZONING: RM20 X CAMERA 12" AC UNITS X
2. (R ~CO
POLE
)
37 ) NC~ S 72°23' E 3.73' (R)
310.20' (C
PARCEL ID: 09313055000 ' (M BLDG
'
54.9
D
Y
H
) H≈18.2' EXISTING 12''S X
CONCRETE
SIDEWALK BUILDING
8''
W 5/8" IPF INTE
~
X X R
S
53
X R/W TATE
~
IPS 70 CMF
.5' S 72
0
° 40
5'X25' ANCHOR 0.69' FROM
S 72 12'58" VAR
'
59
.8
12" IES
.9' 162.2' CORNER X °15'00 E 199
28
EASEMENT
X "E .42' 49
(R)
A= PB 5210, PAGE 245 199 ( 0
52 A= 102 .42' M)
X
5
X 14"
10 .37 51 X (R)
) 226.70'
2.4 ' (C 5 20' UTILITY EASEMENT
510
'
52 X
3.7
7' EXISTING BUILDING TO 495 PB 6900, PAGE 958
EXISTING FIRE HYDRANT (R ) 0 RESERVED
8'' ) SIGN BE DEMOLISHED XX
W S 72
226.87' (C
A= °
X 19 0 X S 72 15'00"
EXISTING FIRE HYDRANT E
'
°24'2
0.6
.1 1' ~ASPHALT~ IPS 0" E 137.20
14
C~
137 '(
.27' R)
~ASPHALT~
ON
500
X 16 (M)
X
~C
C1
X 5.1
'
X 5'X25' ANCHOR
WHEEL EASEMENT 3/4" IPF
8''W A=1 STOPS PB 5210, PAGE 245
535 9
A=1 0.11' (C TYP
W 192.2 ' (M)
90.0 ) CONCRETE
X
5
~ASPHALT~
0' (R)
1' (R
50
) SIDEWALK LOT 2 25' PUBLIC UTILITY & 49
5
2.20
D
Y
H
5'X25' ANCHOR DRAINAGE EASEMENT
IPS 109.74' (C EASEMENT PB 6900, PG 958 PB 6900, PAGE 958
53 8''W
8" W 19
X DROP OFF
S 07°46'4 W 156.99' (M)
0 ) 109.75' 0.80 ACRES±
6.99' (R)
PB 5210, PAGE 245
(R)
X
X BOX
5'X25' ANCHOR 34,902 SF±
~
W
X
ST X EASEMENT
35.4'
X PB 5210, PAGE 245
S 07°46'
200.00' (C
S 07°43'1
535 8''W ST -R) 515 X
2" W 15
W X
X
520
8''W ST WATER UTILITY X LOT 1 BEAMAAN PROPERTY
STER
52 OWNER: GRAYBAR ELECTRIC CO., INC.
1"
54 5 8''SS WATER ST
W W 200.27' (C
X
8''W N 82°14
S 07°49'4
0
0 L INE AS ) 200.00' ZONING: IWD
DUMP
' W 509.7
54
PER MA (R)
X
PS N 82°11'5 5' (R)
8''W 8" W 51 ST X PARCEL NUMBER: 10502003100
8''SS 0.01' (M)
X
HAWKIN N 82°14'0 X
S STREE 8''W ST 0"
T N 82°11'5 W 200.00' (M)
W
545
X
60' R/W X
8''SS 8" W 19
8''W ST 9.74' (M)
5'X25' ANCHOR
3/4" IPF
8''SS
BY
525 ST EASEMENT
EXISTING 8''W W
ONLINE 0.69' W PB 6900, PAGE 958
WATER MAIN ONLINE
8''SS W Y D 8''W ST IPS
H
8''SS ST
8''W
DATE
LOTS 11 & 12 EDGEHILL ESTATES 8''SS
EXISTING SANITARY
SEC 117 8''W
SEWER MAIN 8''SS
OWNER: JOINT COMM. COMMUNICATIONS
UNITED METHODIST CHURCH
ZONING: IWD
W
PARCEL NUMBER: 10501060900 H
D
Y
EXISTING
STORM MAIN
EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT
REVISIONS
LOT 10 EDGEHILL EST
SEC 117
LOT 9 EDGEHILL EST
OWNER: HAWKINS NASHVILLE, LLC
SEC 117
ZONING: IWD
OWNER: HAWKINS NASHVILLE, LLC
PARCEL ID: 10501061100
ZONING: SP (BL2015-1227)
PARCEL NUMBER: 10502050800 OWNER: O.I.C. ILLUME CONDOMINIUM
ZONING: MUL-A
PARCEL NUMBER: 105021Q90000CO
No.
10
1
2
3
4
5
6
7
8
9
DESIGNED BY: LJA
___
DRAWN BY: ___
LJA
CHECKED BY: MMC
___
DATE: 07/30/2021
KIMLEY-HORN PROJECT NO.
118389000
EXISTING CONDITIONS
NORTH SHEET NUMBER
C1-00
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
495
SITE NOTES
550050
0
49
1. THE FINAL SITE LAYOUT, UTILITIES, ACCESS, AND GRADING WILL BE PROVIDED AT
485
FINAL SITE PLAN. THE PROPOSED DEVELOPMENT WILL UTILIZE EXISTING
480
INFRASTRUCTURE SURROUNDING THE SITE. IF ADDITIONAL IMPROVEMENTS ARE
REQUIRED, THEY WILL BE INCORPORATED AT FINAL SITE PLAN.
2. FIRE HYDRANTS SHALL BE PROVIDED SO THAT ANY PORTION OF A BUILDING
Main: 615.564.2701 | www.kimley-horn.com
SHALL BE NO FURTHER THAN 500 FEET FROM A FIRE HYDRANT AS MEASURED VIA
214 Oceanside Drive, Nashville, TN 37204
510
EXISTING OVERHEAD
48 HARD SURFACE ROAD.
ELECTRIC POWER LINE 5
3. ALL EXISTING INFORMATION SHOWN IS PROVIDED FROM READILY AVAILABLE GIS
449900
INFORMATION AND IS NOT CONSIDERED TO BE ACCURATE OR COMPLETE.
515
49555
© 2021 Kimley-Horn and Associates, Inc.
49
000
49
4. ANY EXCAVATION, FILL, OR DISTURBANCE OF THE EXISTING GROUND ELEVATION
550
50 MUST BE DONE IN ACCORDANCE WITH STORM WATER MANAGEMENT ORDINANCE
5
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
NO. 78/840 AND APPROVED BY THE METROPOLITAN DEPATRMENT OF WATER
SERVICES.
510
5. THE FINAL LOT COUNT AND DETAILS OF THE PLANS SHALL BE GOVERED BY THE
APPROPRIATE STORMWATER REGULATIOSN AT THE TIME OF FINAL APPLICATION.
D
Y
H
6. METRO WATER SERVICES SHALL BE PROVIDED SUFFICIENT AND UNENCUMBERED
52 ACCESS IN ORDER TO MAINTAIN AND REPAIR UTILITIES IN THIS SITE.
O
0 EXISTING FIRE HYDRANT
H OH
W W
7. SIZE DRIVEWAY CULVERTS PER THE DESIGN CRITERIA SET FORTH BY THE METRO
EXISTING LIGHT STORMWATER MANAGEMENT MANUAL (MINIMUM DRIVEWAY CULVERT IN METRO
POLE (TYP.) ROW IS 15”CMP).
TAP EXISTING 8. THIS PROJECT IS LOCATED IN FLOOD ZONE X “UNSHADED” PER FEMA MAP
LOT 1 PARK CENTER WATER MAIN 47037C0243H DATED 4/5/2017.
51
'G
5
OWNER: EDGEHILL OWNER, LLC 9. THE CURRENT LAYOUT DEPICTS THE USE OF UNDERGROUND STORMWATER
4'
ZONING: SP (BL 2019-1534) PROP. DOMESTIC DETENTION AND THE USE OF PROPRIETARY WATER QUALITY UNITS. THE
W
PARCEL NUMBER: 09313054200 AND FIRE WATER SERVICE
8''
TIE INTO EXISTING PROPRIETARY WATER QUALITY UNITS WILL REQUIRE A LOW IMPACT
OH SANITARY SEWER MAIN
FOC
DEVELOPMENT WAIVER. IF AN LID WAIVER IS NOT OBTAINED, THEN THE
12 W PROPOSED DEVELOPMENT WILL PROVIDED LID FOLLOWING THE STORMWATER
''S
89' REVISED OH PROP.
W MANUAL. THE PLAN HAS HIGHLIGHTED POTENTIAL LOCATIONS FOR BIORETENTION
DEDICATED ROW SANITARY
51
THAT ARE AVAILABLE TO THE SITE PLAN SHOULD LID BE REQUIRED. THESE
5
80. SEWER
SS
EXISTING 0' LOCATIONS WILL BE FINALIZED AT FINAL SITE PLAN IF LID IS REQUIRED.
50
8''
GAS MAIN 'G 5
4' 89.
0' OH
W
4' PLANTING STRIP, 8' 12 O W
R/ IN
W T
OH
RI ER
W ''SH VA PROPOSED OUTFALL #1
W
SIDEWALK ON 12TH AVE W ES S 480
SOUTH, 4' FRONTAGE 8'' "N TA
AC TE
O
EXISTING 51 CE 4
SS 0 SITE LEGEND
'6
0
15
TO
C
WATER MAIN I-4 PROPOSED UNDERGROUND DETENTION
FO
0 )
12 EXISTING OVERHEAD S S PROPOSED SANITARY SEWER PIPE
520
SS
''S
'G
SS
S ELECTRIC POWER LINE
4'
PROPOSED WATER MAIN
8''
W
FFE
OH PROPOSED STORM PIPE
520.00
H
W
W
UT
8''
EXISTING SANITARY SEWER PIPE
HAWKINS STREET MIXED
SS
SO
TIE INTO EXISTING SANITARY 12
FH
PROP. FIRE HYDRANT ''S 50 RCWL PROPOSED RECLAIMED WATER MAIN
SEWER MAIN IN 12TH AVE SOUTH 5
E
/W
48
505
AV
'R
5
31 51 50
80
0
'
6' EXISTING WATER MAIN
22
W
PROP. SANITARY SEWER 0
TH
49
OH 5
G
51 490
4''
12
W EXISTING OVERHEAD ELECTRIC
MARQUETTE COMPANIES
OHE
5 20' SANITARY 48
SS
EXISTING SANITARY E 5
SEWER EASEMENT
8''
EXISTING STORM PIPE
SEWER MAIN 51120''
S
USE BUILDING
S
W
LOD LIMITS OF DISTURBANCE
.0'
8''
20
EXISTING FIRE HYDRANT FIRE HYDRANT
FH
NASHVILLE, TENNESSEE
S SANITARY SWER MANHOLE
TIE INTO EXISTING
52 12 SANITARY SEWER MAIN UNDERGROUND DETENTION
5 W
PROPOSED WATER ''S
G
4''
QUALITY UNIT PROPOSED BIORETENTION AREAS IF
520
27 PROP. SANITARY SEWER
SS
2' LID WAIVER IS NOT GRANTED
8''
D
H
Y
PROP. FIRE HYDRANT S EXISTING
C
W W
FO
7'
OH 12 SANITARY
12
WQU
17 PROP. FIRE HYDRANT ''S PROPOSED OUTFALL #2
4' FFE SEWER MAIN
22' 48
PROPOSED 18" D 515.00 5
W
W
STORM DRAIN (TYP.)
OH
FFE
W
490
6''
525.00
FH
500
51
49
5
0
5
'
50
75
22'
12''S PROPOSED UNDERGROUND DETENTION
FH
80'
H
W TIE INTO EXISTING
D
Y
FFE 12''S SANITARY SEWER MAIN
8''
W 505.00 PROP. SANITARY SEWER
53
W
S X
0
PROPOSED WATER
QUALITY UNIT
520
W X 49
52 0
X
5 51
5
510
22 52 495 X
' 0 WQU
510
EXISTING FIRE HYDRANT 8''
W X
4'
FH
16
495
EXISTING FIRE HYDRANT
0
PROPOSED STORM
50
4' PLANTING STRIP, 8' SIDEWALK ON HAWKINS
515 DRAIN (TYP.)
500
STREET, INCLUDING 2' ROW DEDICATION W
374' W
PROP. DOMESTIC 8''W
535 PROP. FIRE HYDRANT
AND FIRE WATER SERVICE FFE
5
515.00
50
TAP EXISTING 49
5
D
Y
H
WATER MAIN FFE
53 8''W 505.00
0
W
75'
142'
W
X
ST
W
535 515 196'
8''W
515
ST
520
510
8''W ST LOT 1 BEAMAAN PROPERTY
PROP. DOMESTIC
52 8''SS 22' OWNER: GRAYBAR ELECTRIC CO., INC.
54 5 8''W ST AND FIRE WATER SERVICE
0
0 ZONING: IWD
54
HAWKIN
8''W S STREE ST TAP EXISTING PARCEL NUMBER: 10502003100
60' R/W T WATER MAIN
500
8''SS
X
8''W ST W
545
8''SS ST
SS
8''W
BY
525 8''SS ST
EXISTING 8''W W W
WATER MAIN 8''SS ST
8''W
D
W
H
Y
DATE
S 8''SS ST
PROP. DOMESTIC 8''W
LOTS 11 & 12 EDGEHILL ESTATES 8''SS
EXISTING SANITARY AND FIRE WATER SERVICE
SEC 117 8''W
SEWER MAIN 8''SS
OWNER: JOINT COMM. COMMUNICATIONS PROP. DOMESTIC
UNITED METHODIST CHURCH AND FIRE WATER SERVICE
ZONING: IWD TAP EXISTING
PROP. SANITARY SEWER
PARCEL NUMBER: 10501060900 WATER MAIN TAP EXISTING
W
D
Y
H
WATER MAIN
TIE INTO EXISTING EXISTING
SANITARY SEWER MAIN STORM MAIN
EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT
REVISIONS
LOT 10 EDGEHILL EST
SEC 117
LOT 9 EDGEHILL EST
OWNER: HAWKINS NASHVILLE, LLC
SEC 117
ZONING: IWD
OWNER: HAWKINS NASHVILLE, LLC
PARCEL ID: 10501061100
ZONING: SP (BL2015-1227)
PARCEL NUMBER: 10502050800 OWNER: O.I.C. ILLUME CONDOMINIUM
ZONING: MUL-A
PARCEL NUMBER: 105021Q90000CO
No.
10
1
2
3
4
5
6
7
8
9
DESIGNED BY: LJA
___
DRAWN BY: ___
LJA
CHECKED BY: MMC
___
DATE: 07/30/2021
KIMLEY-HORN PROJECT NO.
118389000
SITE LAYOUT - OVERALL
NORTH SHEET NUMBER
C2-00
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
2021SP-023-001 VIEW FROM SITE
2021SP-023-001
VIEW FROM SITE
TER R A Z ZO 915 DIVISON 909 D IVISION GRE YSTAR GULCH A SPIR E MOD ER A GULC H CROS S RO ADS
15 STORIES 472 UNITS 16 STORIES 16 STORIES 10 STORIES 15 STORI ES 14 S TOR IES
342 UNITS
2021SP-023-001
NEIGHBORHOOD
STREETSCAPE CORE FRONTAGE
AND COMMERCIAL NODE FRONTAGE
FRONT OF BUILD-TO ZONE
Commercial Stoop Frontage
PROPERTY LINE
FRONT OF BUILD-TO ZONE
Commercial Storefront Frontage
15' 15'
STEP BACK STEP BACK
MIN. UPPER MIN. UPPER
FLOOR(S) FLOOR(S)
OPENINGS OPENINGS
30%
25% 30%
25%
COVERED
MIN. GROUND FLR HEIGHT
MIN. GROUND FLR HEIGHT
COVERED ENTRY NOT
ENTRY NOT REQUIRED
REQUIRED (OPTIMAL)
MIN. (OPTIMAL) MIN.
16'-0"
16'-0"
COMM.
10'-0"
GROUND
10'-0"
MIN. HEAD HEIGHT
MIN. HEAD HEIGHT
AND CLEARANCE
AND CLEARANCE
GROUND FLOOR
FLOOR GLAZING
GLAZING
8'-0"
8'-0"
50%
40%
50%
40%
MAX. COMM.
MAX. COMM.
SILL HEIGHT
SILL HEIGHT
(NO MIN.)
(NO MIN.)
3'-0"
3'-0"
(18" MIN.)
HEIGHT
MAX.
3'-0"
35'
20'-0"
MAX. COMMERCIAL BAY
35'
20'-0"
MAX. COMMERCIAL BAY
FRONT OF
BUILD-TO ZONE
MIN. STOOP DEPTH
5'-0"
UP
PROPERTY LINE
STREET SCAPE MATERIALS SHALL BE A COMBINATION OF GLAZING AND DURABLE EXTERIOR
FRONT OF MATERIALS SUCH AS BRICK MASONRY, STONE, CAST STONE, AND STEEL.
BUILD-TO ZONE
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.2021SP-023-001
NEIGHBORHOOD
STREETSCAPE CENTER FRONTAGE
FRONTAGE
FRONT OF BUILD-TO ZONE
Residential Porch Frontage
FRONT OF BUILD-TO ZONE
15' 15'
Residential Stoop Frontage
STEP BACK STEP BACK
MIN. UPPER MIN. UPPER
FLOOR(S) FLOOR(S)
OPENINGS OPENINGS
25% 25%
COVERED COVERED
ENTRY NOT ENTRY NOT
MIN. GROUND FLR HEIGHT
MIN. GROUND FLR HEIGHT
REQUIRED REQUIRED
(OPTIMAL) (OPTIMAL)
16'-0"
13'-0"
13'-0"
16'-0"
MIN. MIN.
GROUND GROUND
FLOOR FLOOR
OPENINGS OPENINGS
30%
30%
HEIGHT
MAX.
MIN.)
4'-0"
(18" MIN.)
(18"
HEIGHT
MAX.
4'-0"
MIN. PORCH
DEPTH
5'-0"
MIN. STOOP
DEPTH
5'-0"
FRONT OF
BUILD-TO ZONE
FRONT OF STREET SCAPE MATERIALS SHALL BE A COMBINATION OF GLAZING AND DURABLE
BUILD-TO ZONE 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.2021SP-023-001 BIRD’S EYE VIEW
2021SP-023-001 VIEWS OF COMMONS
2021SP-023-001 VIEWS OF 12TH AVENUE AND COMMUNITY OPEN SPACE
2021SP-023-001 PRECEDENTS WALKABLE/ DIVERSE/ HISTORIC/ PEACEFUL/ NEIGHBORLY WALKABLE/ DIVERSE/ HISTORIC/ PEACEFUL/ NEIGHBORLY WALKABLE/ DIVERSE/ HISTORIC/ PEACEFUL/ NEIGHBORLY HEALTHY FOOD
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