NCC223719_Site Plan or Location Map_20221102

o�
J�
SITE "AIR
ANTS
D
Q
w HUCKS R
J
J
w
Q
VICINITY MAP a
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF
THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL (CLDSM) AND
THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION (NCDOT) STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES UNLESS OTHERWISE SPECIFIED IN THE
CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS MANUAL.
2. ALL PUBLIC STREETS WITHIN THE DEVELOPMENT WILL BE CONSTRUCTED
TO THE CITY OF CHARLOTTE STANDARDS IN ORDER TO BE DEDICATED
PUBLIC RIGHT OF WAYS.
01
CONTACT INFORMATION
OWNER:
MVP EQUITIES CORPORATION
CONTACT: KEVIN PALKA
ADDRESS: 1775 TYSONS BLVD, FLOOR 6
MCLEAN, VA 22102
PHONE: [phone]
CIVIL ENGINEER & LANDSCAPE ARCHITECT:
URBAN DESIGN PARTNERS PLLC
CONTACT: ALEX R. SPENCE, PE
ADDRESS: 1213 W. MOREHEAD ST, SUITE 450
CHARLOTTE, NC 28208
PHONE: [phone]
ARCHITECT:
Eastf ield Station
6106 Hucks Rd, Charlotte, NC 28269
PID#:027-181-24
JOY & JAMES WALKER I I
LOT 55, BLOCK 1 SPRING PARK, I \
PHASE 1, MAP 2 M.27-B. 31, PG. I \
657 PARCEL 0164-60 I \ \ I
I \ R- G.
ZONING: -FA
USE: SINGLE-FAMILY
FRANK S. BARBEE
\ I D.B. 4288, PG. 557 / LOT 16, BLOCK 1 SPRING \ PARCEL 027-164-01
GEORGIANNA & DARYL PUDNEY I LOT 5MARK BLOCK�DSPR�NG PARK, I \ I / LOT 39RB�OCKERT �LENNAN SPRING PAR\ �OT 17, BLOCK 1 SPRING PARK PHASE
PARCEL
ZONING:R-4
ERIC & CHERICE BLAKE \I USE: SINGLE-FAMILY
LOT 40, BLOCK 1 SPRING PARK, PARK, PHASE 1, MAP 1 M.B. Y
LOT 66, BLOCK 1 SPRING PARK, NELSON & ERIN VAZQUE I 027-764-21 1
PHASE 1, MAP 2 M.B. 31, PG. PHASE 1, MAP 2 M.B. 31, PG. 32, PG. 571 PARCEL
PHASE 2, MAP 4 M.B. 37, PG. OT 56, BLOCK 1 SPRING PARA, PHASE 1, MAP 2 M.B. 31, PG. ZONING: R-4
657 PARCEL 027-164-62 657 PARCEL 027-164-44 027-164-22
887 PARCEL 027-164-71 I PHASE 1, MAP 2 M.B. 31, PG. \ 657 PARCEL 027-764-45 USE: SINGLE-FAMILY I
PHASE ZONING: R-4 ZONING: -FA
ZONING:R-4 657 PARCEL 027-164-61 ZONING. USE: SINGLE-FAMILY
USE: SINGLE-FAMILY USE: SINGLE-FAMILY
USE: SINGLE-FAMILY � � � � ZONING:
USE: SINGLE-FAMILY
\ / USE: SINGLE-FAMILY
\ EXIST. DUKE POWER EASEMENT
I?
3. ALL CURBS SHALL HAVE A 5'-0" RADIUS AT THE FACE OF CURB
UNLESS OTHERWISE NOTED. ALL R/W SHALL HAVE A 20' RADIUS UNLESS
OTHERWISE NOTED.-
4. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM #50.05A OR
#50.05B. SIGNS SHOULD BE LOCATED PER CLDSM #50.06. MACOR CAROLINA ^ - - - - - -
CORPOO RA TION \/ WE7LAN0 / VICTOR CT
- 5. LAND DEVELOPMENT ENGINEER SHALL BE GIVEN 48 HOURS NOTICE PRIOR D.B. 37041, PG. 547 I �:
TO CONSTRUCTION. PARCZONING?MX�81-03 \ 1
USE: SF TOWNHOMES
6. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. FURTHER
REQUIREMENTS MAY BE MADE BY THE CITY OF CHARLOTTE DEPARTMENT \ \ I
OF TRANSPORTATION (COOT).
7. ANY BUILDING WITHIN THE 100+1 BUILDING RESTRICTION FLOODLINE IS \
SUBJECT TO THE RESTRICTIONS OF THE CITY OF CHARLOTTE SUBDIVISION
ORDINANCE, SECTION 7.200.8. I
8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF I \ 1
3600 P.S.I. AT 28 DAYS AND SHALL COMPLY WITH SECTION 1000 OF THE
NCDOT STANDARD SPECIFICATIONS. SIDEWALKS SHALL BE CONSTRUCTED
OF NOT LESS THAN 3600 PSI CONCRETE AND SHALL BE FOUR (4)
INCHES THICK, CONSTRUCTED ON AN ADEQUATELY GRADED BASE,
EXCEPT WHERE A SIDEWALK CROSSES A DRIVEWAY IT SHALL BE SIX (6) I
INCHES THICK.-
�
9. ALL CONCRETE SHALL BE CURED WITH 100% RESIN BASE, WHITE I �" CERRIS DR
PIGMENTED CURING COMPOUND WHICH MEETS A.S.T.M. SPECIFICATIONS (USDG: U-02 MEDIUM)
JG
C-309, TYPE 1, APPLIED AT ONE GALLON TO 400 SF WITHIN 24 HOURS I
OF PLACEMENT OF CONCRETE.
30. THE PURPOSE OF THE STORM DRAINAGE EASEMENT SIDE IS TO PROVIDE
'I
10. ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY (SIDE)
THE INSPECTOR 48 HOURS AFTER CONSTRUCTION TO PREVENT EROSION. STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO
STORM WATER FLOW IS PROHIBITED.
11. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS,
VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL, OR OTHER 31. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND CONSTRUCTION EASEMENTS WE7ZAND
OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE I
COMPACTED BY MECHANICAL MEANS AND THE MATERIAL SHALL HAVE NO '
OFFSITE R/W ACQUISITION PROCESS". THESE NEEDED R/W AND • � .' ' I \ � � , • . , • ,�
TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT ?` 3 1 _(2 9)-
TAMPING BLOWS OR PROOF ROLLING. PLAN.
12. ALL TRENCHES IN THE STREET RIGHT OF WAY SHALL BE BACKFILLED 32. SECTION 18-175(e) OF CITY CODE AND SECTION 10.0 OF THE CITY'S POST
WITH SUITABLE MATERIAL IMMEDIATELY AFTER THE PIPE IS LAID. CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL, ALL REQUIRED NATURAL
13. ALL SUBGRADE FOR ROADS SHALL BE COMPACTED TO 100% OF THE AREAS AND/OR POST CONSTRUCTION CONTROLS EASEMENTS (PCCEs) MUST
BE RECORDED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER TEST. -
33. HIGH DENSITY POLYETHYLENE (HOPE) STORM DRAINAGE PIPE INSTALLED
14. ALL TESTS SHALL BE PERFORMED BY THE DEVELOPER AT NO COST TO
THE CITY. WITHIN EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE
APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED.
15. CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES WHEN BACKFILL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO I \ \
WORKING WITHIN EXISTING STREETS. THE CONTRACTOR SHALL PLACE AND PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY.
MAINTAIN SIGNS, DANGER LIGHTS, BARRICADES, AND FURNISH WATCHMEN 34. ALL ROAD IMPROVEMENTS ON HUCKS RD AND OLD STATESVILLE RD ARE TO I -
OR FLAGMEN TO DIRECT TRAFFIC IN ACCORDANCE WITH THE WORK AREA \
BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT x ,'.
TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.). PRIOR TO CONSTRUCTION.
16. SUBGRADE FOR SIDEWALKS SHALL BE COMPACTED TO 95% OF THE 35. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. I C
MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER TEST. THE A: ail:' CD ;
ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER
SURFACE OF THE SIDEWALK SHALL BE STEEL TROWEL AND LIGHT BROOM I .; 0
THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE \ .:
FINISHED AND CURED WITH AN ACCEPTABLE CURING COMPOUND. TOOLED
JOINTS SHALL BE PROVIDED AT AN INTERVAL NOT LESS THAN FIVE (5) APPLICANT. 0�*
MA CORPORATTAMYRONINA ': C
TIg
FEET AND EXPANSION JOINTS AT INTERVALS NOT MORE THAN 45 FEET. I D.B. J7041, PG. 547
36. ALL DEVELOPMENT CREATING A TOTAL 20,000 SQUARE FEET OF IMPERVIOUS <.PARCEL: D27-181-03 '
THE SIDEWALK SHALL HAVE A LATERAL SLOPE OF 1 /4' PER FOOT. AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE DETENTION. ZONING:MX-3 �
' USE SF TOWNHOMES 0
m�
17. THE ELEVATION OF THE SIDEWALK SHALL BE RELATED TO THE ELEVATION 37. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
OF THE CROWN OF THE ADJACENT ROADWAY. THE SIDEWALK SHALL BE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH..: I C
NO LESS THAN SIX (6) INCHES OR MORE THAN 18 INCHES ABOVE THE THE CHARLOTTE DEPARTMENT OF TRANSPORTATION NORTH CAROLINA
/ 'I PP El
ROADWAY CROWN, EXCEPT THAT THE CROSSWALK ELEVATIONS SHALL BE DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF
PROPERLY RELATED TO THE EXISTING OR PROPOSED ROADWAY CURB. CHARLOTTE MAINTAINED STREETS, CONTACT KRYSTAL BRIGHT ATVA
18. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE 704-336-3888 OR KRYSTAL.BRIGHT®CHARLOTTENC.GOV.
AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR
INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE 38. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF A SIDEWALK INSPECTORBASEDBASED ON FIELD CONDITIONS. OR TRAVEL LANE MUST BE APPROVED BY CDOT AND WILL REQUIRE A R/W -
USE PERMIT OR R/W LEASE DEPENDING UPON THE PROPOSED DURATION OF ;
19. UTILITY INSTALLATIONS MAY ONLY CROSS BUFFER AREAS AT INTERIOR CLOSURE. THESE APPROVALS ARE IN ADDITION TO SITE APPROVALS AND -
ANGLES MEASURED AT PROPERTY LINES WHICH ARE NOT LESS THAN 75 SHOULD BE COORDINATED WITH CDOT PRIOR TO CONSTRUCTION. CONTRACTOR
DEGREES AND, TO THE EXTENT POSSIBLE, PATHS CLEARED FOR SUCH SHALL CONTACT ERIC WEIDEMANN AT [phone] OR T \
UTILITY LINES SHALL BE REPLANTED WITH PLANT MATERIALS FROM THE ERIC.WEIDEMANNOCHARLOTTENC.GOV AT LEAST 5 BUSINESS DAYS PRIOR TO
ORDINANCES APPROVED PLANT LIST. BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS. CONTRACTOR SHALL
CONTACT CASEY MASHBURN AT [phone] OR b
20. NO BUILDINGS, PARKING SPACES OR MANEUVERING AREAS MAY BE CASEY.MASHBURN®CHARLOTTENC.GOV AS SOON AS POSSIBLE FOR IMPACTS
LOCATED WITHIN ANY BUFFER AREAS. GREATER THAN 30 DAYS. EVERY EFFORT SHALL BE MADE TO CONSTRUCT LM t•; ''`
�.
- a
21. THE DEVELOPER SHALL MAKE A DILIGENT EFFORT TO PRESERVE AREAS IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS.
URBAN ARCHITECTURAL GROUP
CONTACT:
JOHN URBAN
ADDRESS:
1242 MANN DRIVE, SUITE 200
MATTHEWS, NC 28105
PHONE:
704-841-1899
G4 ARCHITECTURAL SERVICES, LLC
CONTACT:
JOEY RIVERA
ADDRESS:
1520 PRUDENTIAL DRIVE
JACKSONVILLE, FL, 33207
PHONE:
904-353-5900 (MAIN)
904-309-9079 (DIRECT)
OF REQUIRED BUFFERS WHERE SIGNIFICANT VEGETATION EXISTS. THESE
AREAS SHALL REMAIN UNDISTURBED EXCEPT TO THE EXTENT NECESSARY
39.
THE DEVELOPER SHALL CONTACT THE IMPLEMENTATION SECTION MANAGER OF
TO ACCOMMODATE THE ABOVE ITEMS OF THIS SECTION.
THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (COOT) OR THEIR
DESIGNEE AT 704-336-4119 TO IDENTIFY ANY CONFLICTS WITH TRAFFIC
22. UNDER DRAINAGE SHALL BE PROVIDED AS DIRECTED BY GEO-TECHNICAL
SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE
ENGINEER. DETERMINATION SHALL BE MADE IN THE FIELD. DRAINS TO
RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED
BE INSTALLED PER CMLD STD #30.05.
RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE
SILAS DAVIS (NOW OR FORMERLY)
CONTRACTOR DEVELOPER.
/
PARCEL 027-182-17 NO DEED -
23. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET
REFERENCE FOUND
ZONING: MX-3
RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
USE: RIGHT-OF-WAY/VACANT
40.
PEDESTRIAN -SCALE LIGHTING AND/OR STREET LIGHTING SHALL NOT BE
24. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM,
INSTALLED WITHIN THE RIGHT-OF-WAY WITHOUT REVIEW AND APPROVAL OF
INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO
CDOT. DEVELOPER TO CONTACT CANDACE INGE (704-336-3932 OR
SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING
CANDACE.INGEOCHARLOTTENC.GOV) FOR LOCAL STREET LIGHTING CRITERIA
DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY SUBDIVISION
WITH RESIDENTIAL SUBDIVISION PROJECTS AND TO CONTACT ANTHONY MENDEZ
ORDINANCE.
(704-962-7173 OR ANTHONY.MENDEZOCHARLOTTENC.GOV) FOR ALL OTHER
PROJECTS LIGHTING REQUIREMENTS. COORDINATE WITH DUKE ENERGY AND
25. CURB AND GUTTER ON THE PLANS MAY BE ADJUSTED BASED ON FIELD
CDOT AS NECESSARY TO DETERMINE LIGHTING LEVELS, LIGHTING LAYOUT AND
STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY
REQUIREMENTS FOR INSTALLATION.
ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
26. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH
41.
PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION - FOR UTILITY
INSPECTOR.
COORDINATION RELATED TO BOTH EXISTING UTILITY RELOCATION NEEDS AND
PROPOSED NEW UTILITY INSTALLATIONS, PLEASE CONTACT RALPH TRUITT,
27. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5%
CDOT ROW UTILITY COORDINATOR AT 704-336-4248 OR
SLOPE ON THE CURB.
RTRUITTOCHARLOTTENC.GOV.
28. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED
42.
A JOINT USE MANHOLE (MEET -ME MANHOLE) IS TO BE PROVIDED BY THE
TO CITY ENGINEER PRIOR TO CONSTRUCTION.
DEVELOPER TO ACCOMMODATE ALL UTILITY TELECOM SERVICE PROVIDERS. THE
JOINT USE MANHOLE SHALL BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF
29. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF ALL WATER
THE CITY RIGHT-OF-WAY.
QUALITY BMP'S AND DETENTION SYSTEMS MUST BE PROVIDED.
ROSE K. DAVIS �I
PARCEL 027-182-05 NO DEED REFERENCE FOUND
ZONING: MX-3/1-1 EXIST ZONING BDRY
USE: RIGHT-OF-WAY/VACANT
EXIST. RAILROAD R/W
I I I
I I 1
I I 1
1 I 1
' 1
I
I 1
3
■
THE SITE IS CURRENTLY LOCATED WITHIN THE ETJ (EXTRA
TERRITORIAL JURISDICTION). THE SITE SHALL BE ANNEXED
INTO THE CITY OF CHARLOTTE PRIOR TO PLAN APPROVAL.
SEE FULL SHEET INEDEX ON
SHEET C1.1 AND C1.2
I
I
I
1
1
I �
1 ,
1
I
n I I
I pa
ILu
L0
Q
1 I o�ace)
I m�
Lu
MASON CT `' _ coo 0 IL
U �
:I I
�I
I�
I I SILVERPARK DR
(USDG: U-03 WIDE)
oa i
I YW C
JC�
Va O 1
2�J1
'
o I
/
1
/ 1
I
/ I
/ 1
/
ROBERT 0. ANDREWS
D.B. 6594, PG. 761
PARCEL 027-181-76 - - - -
ZONING: l-1
. _USE.- RIGHT-OF-WAY/VACANT ..
ARTH U R DAVIS ROAD I
UNPAVED 60' PUBLIC RAN
I � I
I I
i II I
0 50 100
S1AJESvJ pUB C-
O�ADHW.�
0
GRAPHIC SCALE
200
( IN FEET )
1 inch = 100 ft.
URBAN
DESIGN
PARTNERS
1213 w morehead st ste 450
charlotte, nc 28208
P 704.334.3303
u rbandesign partne rs.com
nc firm no: P-0418 sc coa no: C-03044
\\\\\IIIIIIIIII////
DiRos
No.
....PP.EE.Nx'*,
06/08/2022
Q
O
U
cn
o
O
U-
_0
o
:3
CZm
N
W
o>
.>
~
\�
5/
rl-L0
T
GJ
C
C:
O
U)
N
CD
N
z
�
n�'
O
i
(W,
Cz
)
-6
�+
V
W
U
u
/
_
w
O(.0
U
(0
T
N
4t
J
m
U)
0
J
a
N
N
O
N
ri
O
O
(h
4t
J
m
U)
0
J
a
N
N
O
N
00
0
0
0
N
O
Project No: 21-CLT-079
Date: 01.24.2022
Designed By: UDP
Checked By: UDP
400 Sheet No:
C-1
0
■