Post on 06-Dec-2021
transcript
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,
clesh@tuckhinton.com
• ARCHITECT: TUCK HINTON ARCHITECTURE & DESIGN, CURTIS LESH, 615.254.4100,
clesh@tuckhinton.com
• CIVIL ENGINEER: KIMLEY HORN & ASSOCIATES, INC., MARY MCGOWAN, 615.800.4004,
mary.mcgowan@kimley-horn.com
• 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
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
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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
5'X25' ANCHOREASEMENTPB 5210, PAGE 245
RESERVEDSIGN
RESERVEDSIGN
C1
C2
C3
5'X25' ANCHOREASEMENTPB 5210, PAGE 245
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
5'X25' ANCHOREASEMENTPB 5210, PAGE 245
5'X25' ANCHOREASEMENTPB 5210, PAGE 245
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
5'X25' ANCHOREASEMENTPB 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
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
EXISTING OVERHEADELECTRIC POWER LINE
EXISTINGSANITARYSEWER MAIN
EXISTINGSTORM MAIN
EXISTING SANITARYSEWER MAIN
EXISTINGWATER MAIN
EXISTING STORM OUTFALL
EXISTING BUILDING TOBE DEMOLISHED
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No.
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DESIGNED BY:
CHECKED BY:
DRAWN BY:
KIMLEY-HORN PROJECT NO.
DATE:
SHEET NUMBER
118389000
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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
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___
___
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 EXISTING FIRE HYDRANT
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
EXISTING OVERHEADELECTRIC POWER LINE
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
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500 49
5
500
51051
5
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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
PROP. DOMESTICAND FIRE WATER SERVICE
TAP EXISTINGWATER MAIN
PROP. DOMESTICAND FIRE WATER SERVICE
TAP EXISTINGWATER MAIN
TIE INTO EXISTINGSANITARY SEWER MAIN
PROP. SANITARY SEWER
PROP. DOMESTICAND FIRE WATER SERVICE
TAP EXISTINGWATER MAIN
PROP. DOMESTICAND FIRE WATER SERVICE
TAP EXISTINGWATER MAIN
TIE INTO EXISTINGSANITARY SEWER MAIN
PROP. SANITARY SEWER
TIE INTO EXISTINGSANITARY SEWER MAIN
PROP. SANITARY SEWER
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
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apta
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by K
imle
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DESIGNED BY:
CHECKED BY:
DRAWN BY:
KIMLEY-HORN PROJECT NO.
DATE:
SHEET NUMBER
118389000
214
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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.
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
FRONT OFBUILD-TO ZONE
MIN. UPPERFLOOR(S)OPENINGS25%
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
COVEREDENTRY NOTREQUIRED(OPTIMAL)
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
FRONT OFBUILD-TO ZONE
MIN. UPPERFLOOR(S)OPENINGS25%
MIN.GROUNDFLOOROPENINGS30%
13'-0
"MI
N. GR
OUND
FLR H
EIGHT
5'-0"
MIN.
STOOP
DE
PTH
4'-0"
MAX.
HEIG
HT(18
" MIN.
)
COVEREDENTRY NOTREQUIRED(OPTIMAL)
FRON
T OF B
UILD-
TO ZO
NE
FRONT OFBUILD-TO ZONE
MIN. UPPERFLOOR(S)OPENINGS25%
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.)
COVEREDENTRY NOTREQUIRED(OPTIMAL)
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