NCC222898_Site Plan or Location Map_20220818

MORTON
ST
GREENLAND
A VE
0
o'
ARTY AVE
SITE OL
WILKINSON BLVD
VICINITY MAP
NOT TO SCALE
8+42 8+00
CHRIST PRESBYTERIAN CHURCH
D.B. 1126, PG. 25
LOTS 2, 3 & 14-16, BLOCK 5,
CHARLOTTE INVESTMENT
COMPANY PROPERTY
M.B. 332, PG. 208
PIN: 067-058-11
ZONING: R-22 MF
7+100
OE -
TRASH
COMPACTOR
AND RECYCLE
CENTER
CITY OF CHARLOTTE REQUIREMENTS
20. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY
SITE NOTES
STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT
1.
COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR.
CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
1.
PLANIMETRIC AND TOPOGRAPHIC INFORMATION SHOWN ARE BASED ON A SURVEY PREPARED BY
http: //www.charmeck.org/Departments/Transportation/Street+Maintenance/hame.htm
R.B. PHAR & ASSOCIATES. P.A. DATED JAN. 29, 2021
2.
ALL ROAD IMPROVEMENTS AT ARTY AVE., BERRYHILL RD. & WIKINSON BLVD. ARE TO
BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO
21. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
2.
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING BENCHMARKS AND OTHER REFERENCE POINTS
CONSTRUCTION.
RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE
THROUGHOUT THE CONSTRUCTION PERIOD.
41
CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF
3.
TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED
3.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL CONSTRUCTION ELEMENTS.
P�
STREETS, CONTACT KRYSTAL BRIGHT AT [phone] OR
ALL DISCREPANCIES IN DIMENSIONING SHALL BE REPORTED TO THE ENGINEER AND OWNER
4.
SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
[e-mail].
IMMEDIATELY.
5.
IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR
22. SIDEWALK WITHIN THE CITY'S R/W THAT REQUIRES REPLACEMENT AS PART OF THE
4.
DIMENSIONS ARE FACE OF CURB AND FACE OF BUILDING UNLESS OTHERWISE SHOWN.
APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE
DEVELOPMENT AND/OR STREET IMPROVEMENTS SHOULD BE PHASED IN SUCH A WAY
REFER TO ARCHITECTURAL
TURAL PLANS FOR BUILDING DIMENSIONS.
REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD
AS TO MINIMIZE THE DURATION OF THE SIDEWALK CLOSURE TO THE EXTENT FEASIBLE.
CONDITIONS.
THE DEVELOPER SHOULD MAKE EVERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND
5.
WHEN DETAILS ARE PROVIDED, CONTRACTOR SHALL CONSTRUCT JOB PER SPECIFIC DETAILS,
REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL.
AND NOT BY SCALING FROM THESE PLANS.
6.
APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION
23. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF A SIDEWALK OR
6.
ALL IMPROVEMENTS AND WORK SHALL BE IN ACCORDANCE WITH THESE PLANS AND
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
TRAVEL LANE MUST BE APPROVED BY CDOT AND WILL REQUIRE A R/W USE PERMIT
SPECIFICATIONS AND ALL APPLICABLE STATE AND LOCAL STANDARDS. IN THE ABSENCE OF
OR R/W LEASE DEPENDING UPON THE PROPOSED DURATION OF CLOSURE. THESE
SPECIFIC PRODUCT SPECIFICATIONS OR CONSTRUCTION PROCEDURE, CONTRACTOR SHALL REFER
7.
IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE
APPROVALS ARE IN ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED
TO THE 2018 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, AND SHALL
CURB FOR PUBLIC AND PRIVATE STREETS.
WITH CDOT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT ERIC
SUBMIT THE DETAIL/SPECIFICATIONS TO THE ENGINEER FOR APPROVAL.
WEIDEMANN AT [phone] OR [e-mail] AT LEAST 5
8.
SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY
BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS.
7,
IF A CONFLICT EXISTS BETWEEN SPECIFICATIONS ON THESE PLANS, SPECIFICATIONS
IF DEEMED NECESSARY BY THE INSPECTOR.
CONTRACTOR SHALL CONTACT CASEY MASHBURN AT [phone] OR
REFERENCED ON THESE PLANS, DETAILS ON THESE PLANS, AND MANUFACTURERS
[e-mail] AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN
RECOMMENDATIONS, THE CONTRACTOR WILL BE HELD TO THE STRICTER SPECIFICATION.
9.
CURB AND GUTTER SHOWN ON PLANS ALONG ARTY AVE. MAY BE ADJUSTED BASED
30 DAYS. EVERY EFFORT SHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH
UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY
MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS.
8.
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SITE IN A MANNER SUCH THAT WORKERS,
-
ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
OWNER REPRESENTATIVES, AND THE GENERAL PUBLIC IS PROTECTED FROM HARM.
24. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE
MAY INSTALL TEMPORARY PERIMETER FENCING AS APPROVED BY OWNER.
10.
THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE)CONTRACTOR
IS TO PROVIDE STORM
AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC CONTROL PLAN.
CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL NECESSARY PERMITS ARE OBTAINED PRIOR
WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY
TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE
TO INSTALLATION OF FENCING.
OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE
DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN REVIEW
ALSO PROHIBITED.
AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE
g.
ROADWAY MARKING, STRIPING, SIGNS AND OTHER TRAFFIC CONTROL DEVICES SHALL BE IN
SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO
ACCORDANCE WITH "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND
11.
HIGH -DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN
START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT AT [phone].
HIGHWAYS" (MUTCD) AND SUBSEQUENT REVISIONS AND ADDENDUMS, AS PUBLISHED BY NCDOT
EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE
AND CDOT.
CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL
25. CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A
MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE
R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT CDOT AT [phone].
10.
UNLESS OTHERWISE INDICATED, ALL PAVEMENT MARKINGS SHALL BE PAINT INSTALLED PER
MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY.
A
NCDOT STD. SPEC. SECTION 1205.
26. PEDESTRIAN -SCALE LIGHTING AND/OR STREET LIGHTING SHALL NOT BE INSTALLED
12.
MAINTAIN EACH STREAM, CREEK, OR BA
WITHIN THE RIGHT-OF-WAY WITHOUT REVIEW AND APPROVAL OF CDOT. DEVELOPER
11.
UNLESS OTHERWISE INDICATED, PARKING STALLS SHALL BE 4" WHITE LINES.
AN UNOBSTRUCTED STATE CHANNEL AND BANKS OF
TO CONTACT CANDACE INGE (704-336-3932 OR [e-mail]) FOR
OGS, TIMBER, JUNK AND OTH
LOCAL STREET LIGHTING CRITERIA WITH RESIDENTIAL SUBDIVISION PROJECTS AND TO
12.
CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND PROVISIONS OF THE PROJECT PERMITS
CONTACT ANTHONY MENDEZ .Mendez@chorlottenc. ov 704-336-3932 OR Anthon
( y g )
AND APPROVALS INCLUDING BUT NOT LIMITED TO DRIVEWAY PERMITS AND "APPROVED AS
13.
"AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING
FOR ALL OTHER PROJECTS LIGHTING REQUIREMENTS. COORDINATE WITH DUKE ENERGY
NOTED" COMMENTS. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN
DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO
AND CDOT AS NECESSARY TO DETERMINE LIGHTING LEVELS, LIGHTING LAYOUT AND
CONDITIONS/PROVISIONS AND CONSTRUCTION DOCUMENTS TO ENGINEER AND OWNER.
THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE
REQUIREMENTS FOR INSTALLATION.
CITY/COUNTY SUBDIVISION ORDINANCE.
13.
THE CONTRACTOR SHALL RESTORE OFF -SITE CONSTRUCTION AREAS TO EQUAL OR BETTER
27. CONTRACTOR SHALL VERIFY THAT ALL REQUIRED ENCROACHMENT PERMITS ARE IN
CONDITION THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION.
PCSO SUMMARY
ORIGINAL PARCEL ID NUMBER
06705802
06705804
06705808
06705810
06705803
06705806
06705809
DEVELOPMENT TYPE:
MULTI -FAMILY
SUBJECT TO PCCO? Y/N
YES
WATERSHED:
CENTRAL CATAWBA
DISTURBED AREA (AC):
5.30 AC
SITE AREA (AC):
4.70 AC
EXISTING BUILT -UPON -AREA (SF):
*125,452 SF
EXISTING BUA TO BE REMOVED (SF):
*125,452 SF
EXISTING BUA TO REMAIN (SF):
0 SF
PROPOSED NEW BUA (SF):
159,540 SF
PROPOSED % BUA
77.9 %
DENSITY (HIGH/LOW)
HIGH
TOTAL POST -PROJECT BUA FOR SITE:
159,540 SF
DEVELOPMENT OR REDEVELOPMENT?
DEVELOPMENT
NATURAL AREA REQUIRED (AC):
N/A
NATURAL AREA PROVIDED (AC):
N/A
TOTAL STREAM BUFFER PROTECTED
N/A
ON -SITE (AC):
0
TRANSIT STATION AREA? Y/N
YES
DISTRESSED BUSINESS DISTRICT? Y/N
YES
MITIGATION TYPE (IF APPLICABLE)
1-YR VOL/10-YR
PEAK
NATURAL AREA MITIGATION? Y/N
NO
BUFFER MITIGATION? Y/N
NO
TOTAL PHOSPHOROUS MITIGATION? Y/N
NO
*125,452 SF OF EXISTING BUA PER 1978 AERIAL PHOTO
14.
PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION
PLACE BEFORE WORKING IN ANY EASEMENTS AND RIGHT-OF-WAYS. CONTRACTOR
ZONING CODE SUMMARY
SYSTEMS MUST BE FURNISHED TO CITY OF CHARLOTTE ENGINEERING FOR APPROVAL.
SHALL ADHERE TO ALL CONDITIONS AND PROVISIONS OF THE ENCROACHMENT
14.
CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING
06705802 06705803
DOCUMENTS. CONTRACTOR SHALL CONTACT BOB STALEY WITH CDOT AT
FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT
06705804 06705806
15.
PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF UNDERGROUND DETENTION
704-432-1562 PRIOR TO CONSTRUCTION TO OBTAIN THE NECESSARY PERMITS FOR
MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT.
PROJECT NAME: MADISON ASHLEY PARK APARTMENTS
06705808 06705809
SYSTEMS MUST BE PROVIDED BY CONTRACTOR.
ANY CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY.
06705810
PROJECT ADDRESS: 2400 WILKINSON BLVD
TAX PARCEL:
15.
CONTRACTOR SHALL INSTALL PVC SLEEVES UNDER PAVED AREAS FOR UTILITY AND IRRIGATION
16.
P -BUILT AND
28. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SQUARE FEET OF IMPERVIOUS AREA
BEING INSTALLED AFTER PAVING OPERATIONS COMMENCE. COORDINATE WITH EACH UTILITY AND
STORM OVI
SINCE SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE DETENTION.
IRRIGATION INSTALLER FOR NUMBER OF SLEEVES, LOCATION, AND SIZE REQUIRED. ALSO REFER
OWNER: MADISON CAPITAL GROUP
PHONE # -
17.
PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE
29. TREES WITHIN THE STREET RIGHT OF WAY ARE PROTECTED BY LAW. A PERMIT IS
TO ELECTRICAL SITE PLAN.
OWNER ADDRESS: 6805 MORRISON BLVD, SUITE 250, CHARLOTTE, NO 28211
REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE R/W
REQUIRED FROM THE CITY ARBORIST AT [phone] PRIOR TO THE REMOVAL OF
16.
LANDSCAPE CONTRACTOR SHALL IS RESPONSIBLE FOR INSTALLING NECESSARY PVC SLEEVES
ACQUISITION PROCESS". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE
ANY RIGHT OF WAY TREES. ALL TREES OVER 8" IN DIAMETER AS MEASURED 4.5'
PLANS PREPARED BY: ORSBORN ENGINEERING GROUP
PHONE # [phone]
CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
ABOVE GROUND AND LOCATED WITHIN THE SETBACK ARE PROTECTED BY LAW.
UNDER PAVED AREAS FOR IRRIGATION BEING INSTALLED AFTER PAVING OPERATIONS COMMENCE.
GC SHALL COORDINATE PAVING SCHEDULE WITH LANDSCAPE CONTRACTOR TO ENSURE
CONTACT LAND DEVELOPMENT AT [phone] FOR REQUIRED PERMITS.
INSTALLATION OF SLEEVES OCCURS PRIOR TO COMMENCEMENT OF PAVING OPPERATIONS.
ZONING: TOD-NC
JURISDICTION:
CHARLOTTE
18.
PER SECTION 18-175(e) OF CITY CODE AND SECTION 10.0 OF THE CITY'S POST
CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL, ALL REQUIRED NATURAL AREAS
30. BEFORE YOU DIG STOP. CALL THE NO ONE -CALL CENTER AT 1-800-632-4949.
17.
CONTRACTOR SHALL INSTALL PVC SLEEVES UNDER PAVED AREAS FOR UTILITIES BEING
PROPOSED USE: MULTI FAMILY RESIDENTIAL
AND/OR POST CONSTRUCTION CONTROLS EASEMENTS (PCCEs) MUST BE RECORDED
IT'S THE LAW.
INSTALLED AFTER PAVING OPPERATIONS COMMENCE. CONTRACTOR SHALL COORDINATE WITH
�j
Al
PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
EACH UTILITY FOR NUMBER OF SLEEVES, LOCATION, AND SIZE REQUIRED. CON TRACTOR SHALL
MAXIMUM BUILDING HEIGHT: 65 FEET PROPOSED BUILDING
HEIGHT: 62.6
FEET
31. PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION - FOR UTILITY
REVIEW COMPLETE SET OF PLANS FOR COORDINATION BETWEEN CIVIL, ARCHITECTURAL,LANDSCAPE
19.
THE DEVELOPER SHALL CONTACT THE IMPLEMENTATION SECTION MANAGER OF THE
COORDINATION RELATED TO BOTH EXISTING UTILITY RELOCATION NEEDS AND
. .
MEPETCPRIOR TO CONSTRUCTION
MAXIMUM BUILDING LENGTH: 500 FEET WITH ECONOMIC MOBILITY BONUS #2
CHARLOTTE DEPARTMENT OF TRANSPORTATION (CDOT) OR THEIR DESIGNEE AT
PROPOSED NEW UTILITY INSTALLATIONS, PLEASE CONTACT RALPH TRUITT, CDOT ROW
, ,
PROPOSED BUILDING LENGTH: 498.6 FEET; AFFORDABLE UNITS TO
BE PROVIDED
704-336-4119 TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT.
UTILITY COORDINATOR AT 704-336-4248 OR [e-mail].
18.
CONTRACTOR SHALL REVIEW COMPLETE SET OF PLANS FOR COORDINATION BETWEEN CIVIL,
60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE
ARCHITECTURAL, LANDSCAPE, MEP, ETC. PRIOR TO CONSTRUCTION.
RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST
32. A JOINT USE MANHOLE (MEET -ME MANHOLE) IS TO BE PROVIDED BY THE DEVELOPER
BUILDING COVERAGE: 113,213 SQ. FT. NUMBER OF UNITS:
253 NUMBER OF BEDROOMS: 320
CAUSED BY THE CONTRACTOR/DEVELOPER.
TO ACCOMMODATE ALL UTILITY TELECOM SERVICE PROVIDERS. THE JOINT USE
19.
ALL WALKS AND OTHER PAVED AREAS SHALL COMPLY WITH ADA CODE FOR LONGITUDINAL
MANHOLE SHALL BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY
SLOPE AND CROSS SLOPE. WALK SLOPES SHALL NOT EXCEED 5%, AND SHALL NOT EXCEED 2%
LOT SIZE: 4.70 SO. FT./ACRES NUMBER OF BUILDINGS:
1
RIGHT-OF-WAY.
CROSS SLOPE UNLESS OTHERWISE NOTED.
YARD REQUIREMENTS: REQUIRED BUFFERS:
/\
1� \\
//
I
SETBACK (WILKINSON):30 FT. FROM FUT. BOO FRONT:
NO / YES
FT.
R/W TO BE DEDICATED
ZONING: R-5
ALONG ARTY AVENUE ZONING: B-1(CD)
ZONING: R-5
SETBACK (BERRYHILL): 16 FT FROM FUT. ROC REAR:
A/ YES
FT.
LP
LP� LP - - - - - - - - - - - - - SETBACK (ARTY): 16 FT FROM PROP. BOC SIDE (L): NO /YES FT.
PROPOSED 26' TYPE I
MODIFIED DRIVEWAY
20' ACCESS
EASEMENT
39 SURFACA PCCE
PARKING
SPACES
10'x10' SIGHT TRIANGLES ZL 28.5' PROP R/W ARTY AVENUE 20' EX R/W Al 20.5' PROPOSED Bgt / SIDE YARD: 0 FT. SIDE (R): (5/ YES FT.
6+00 5+00 4+100 (OTHER SECONDARY) 3,00 } 2+00 1+00 0 00 -0+70 REQUIRED SCREENING: Al
F16' SETBACK FROM PROPOSED BOC T 't'J FUBLIC R/={CDOT) �\ �16' SETBACK FROM PROPOSED BOCK
T T T T FRONT• 0 /YES
��j
�'
■■■^■■■■■■■■■■■■I��■rIF
�IIIIIIIIarm,
■r■r■■��
� I■Illlllilll
IW g
-1�iWMVfAF*4*63W'5
Eli
/
L law
44
II
®
-1
•
PARKING SPACESPARKING
EQUIPMEN-T-;,,
GARAGE
Roo
•
315 SPACES
•
III
v 46'
LOADING AREA
m
A1
LONG TERM BIKE STORAGE
24 SPACES MIN.
a m 0
20' BUILD TO ZONE
i
SRI
AMENITY
COURTYARD
13,609 SF OPEN SPACE
U CooMICAL I - - _ II I LEASE/AMENITY
ILLx ROOM SPACE
25' PARKING TBACK k B
SF _
DOG PARK 16' SETBACK FROM FUTURE BOC
4,548 SF OPEN T T
SPACE
- - - Z2' S/W ESMT -
20' BUILD TO ZONE
LP OE _0
�E
CLOSE EXISTING DRIVEWAYS LP
LP L LP LP 30' SETBACK FROM FUTURE BOO
CLOSE EXISTING DRIVEWAYS -
- - 3 SHORT TERM BIKE
_ _ _ _ X - 52' FUTURE BOO & FUTURE R/W ARKING SPACES f
CLOSE EXISTING DRIVEWAYS WILKINSON BOULEVARD US-74 0 DRIO EWAYS TING-
(6+ LANE BLVD.)
8 100' PUBLIC R/W (NCDOT)
TRANSFORMERS PER DUKE EXISTING MEDIAN
A1 ENERGY STANDARDS
ROM
III■III■
0
O
m
LLJ
o'
LL
0
m
LL
Y
0
Q
m
Ld
co
n
GW
Of
0
REAR: AO / YES
SIDE (L): NO /YES
IJ5'x35' SIDE (R) NO / YES
ARTY AVE.
BERRYHILL RD.
WILKINSON BLVD.
(SECONDARY)
(PRIMARY)
(6+ LANE)
BUILD TO PERCENTAGE
40% REQUIRED
80% REQUIRED
60% REQUIRED
86% PROVIDED
93% PROVIDED
68% PROVIDED
BUILD TO ZONE
0'-20'
0'-20'
0'-20'
SIGHT TRIANGLE
O
PARKING ONLY: NO /YES
OPEN SPACE:
I
IMPERVIOUS COVERAGE: 159,540 CFD / ACRES REQUIRED: 10% = 0.47 AC
INTERIOR LANDSCAPING: PROVIDED: 22,005 SF / 0.51 AC
DOG PARK: 4,548 SF
REQUIRED: 15,954 SO. FT., AMENITY COURTYARD: 13,609 SF
COURTYARD 1: 1,839 SF
PROVIDED: 45,192 SQ. FT. COURTYARD 2: 2,009 SF
1
PARKING DATA:
AUTOMOBILE:
NONE REQUIRED FOR TOD-NC ZONING
352 SPACES PROVIDED (37 SURFACE, 315 IN PARKING GARAGE, INCLUDING 8 ADA SPACES)
MAXIMUM ALLOWED: 1.1 SPACES PER BEDROOM/320 UNITS = 352 SPACES (NOT INCLUDING ADA
SPACES)
BICYCLE:253 DWELLING UNITS/5 OR 30 MAX = 30 SPACES REQUIRED
LONG TERM PARKING = 80% OF REQUIRED SPACES OR 24 MAX = 24 LONG-TERM SPACES
REQUIRED
24+ LONG-TERM SPACES PROVIDED IN PARKING GARAGE
6 SHORT TERM SPACES REQUIRED - 7 SHORT TERM SPACES PROVIDED
LOADING: 1 LOADING SPACE REQUIRED
1 LOADING SPACE PROVIDED
I 30.6' EX R/W
EXISTING SIDEWALK
SOLID WASTE:
DUMPSTER & RECYCLE LOCATIONS SHOWN ON PLANS.
RECYCLING REQUIRED: 253 UNITS = 4 RECYCLING STATIONS
4 STATIONS AT 144 SF EACH = 576 SF TOTAL
RECYCLING PROVIDED: 586 SF TOTAL
31.5' FUTURE
TRASH COMPACTOR REQUIRED: 8 CY TRASH COMPACTOR/90 UNITS
BOC
TRASH COMPACTOR PROVIDED: 24+ CY TRASH COMPACTOR, (253 UNITS/90 UNITS) * 8 CY
39.5' FUTURE
R/W
LP
�35'x35' SIGHT TRIANGLE -
-100=x70' SIGHT TRIANGLE -
f-
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
n
0
2
0
M
a w
(91
oo ;_ � W 00 M U
0 N r
0L W Z N
Z W i
Q ^ O
Vlw O_jr,0
�tD Z`Ca
0z xu
W J
Ln
O
(0
W
2
�
z
Q
0L
0
J
Q
a
Lu
0
0
J
LL
z
J
W
w
\
V)
Q
0
0
Q
z
=
0
U
0
a
O
(V
W
�
N
z0
�00
0
oC
J
U
CD
on
z
-
a
J
Q
z
w
H
Lh
0
oQ
Q
U
2u
00
o-\NCANo
x-
%.
�•• �y\�NAL Cp�,Ao•• :-y �
• o Q -
C-3139 Z;�=
Q.
.�'4
N CAR
.� O�
� ,oFESS/�
SEAL r
c ; 028786 z
C 01?-5
Ln
z
O
V)
V)
U)
�
�
z
z
w
O
O
cr_
cc
w
w
a
d
0
0
w
w
N
N
N
N
Lu
O
M
Q
m
0
LID
00
0
0101010101010
0
0
JOB # 21002
DATE: 01/28/22
SCALE: 1" = 40'
DRAWN BY: JAW
APPROVED BY: JCO
c2.0