NCC216267_Site Plan or Location Map_20211112

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PA ICWOOD A U R B A N
SITE
_ DESIGN
VICINITY MAP a
GENERAL NOTES:
NOTE:
A TOTAL OF THREE (3) AFFORDABLE MULTI -FAMILY RESIDENTIAL UNITS SHALL BE
LOCATED ON THE SITE. TERMS OF THIS RESTRICTIVE COVENANT SHALL BE
INCORPORATED INTO THE DEED OF SALE FOR EACH AFFORDABLE UNIT.
A. TWO (2) RESIDENTIAL UNITS SHALL BE DEED RESTRICTED TO BUYERS AT OR
BELOW 80% CHARLOTTE AREA MEDIAN INCOME (AMI) FOR A PERIOD OF 15 YEARS.
B. ONE (1) RESIDENTIAL UNIT SHALL BE DEED RESTRICTED TO BUYERS AT OR BELOW
50% CHARLOTTE AREA MEDIAN INCOME (AMI)
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.
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.
5. LAND DEVELOPMENT ENGINEER SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTION.
6. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. FURTHER REQUIREMENTS MAY BE MADE BY THE CITY OF CHARLOTTE
DEPARTMENT OF TRANSPORTATION (CDOT).
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.
8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 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) INCHES THICK.
9. ALL CONCRETE SHALL BE CURED WITH 100% RESIN BASE, WHITE PIGMENTED CURING COMPOUND WHICH MEETS A.S.T.M.
SPECIFICATIONS C-309, TYPE 1, APPLIED AT ONE GALLON TO 400 SF WITHIN 24 HOURS OF PLACEMENT OF CONCRETE.
10. ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR 48 HOURS AFTER CONSTRUCTION TO
PREVENT EROSION.
11. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL, OR
OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE
MATERIAL SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
12. ALL TRENCHES IN THE STREET RIGHT OF WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER THE PIPE IS
LAID.
13. ALL SUBGRADE FOR ROADS SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER
TEST.
14. ALL TESTS SHALL BE PERFORMED BY THE DEVELOPER AT NO COST TO THE CITY.
15. CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING STREETS. THE CONTRACTOR SHALL
PLACE AND MAINTAIN SIGNS, DANGER LIGHTS, BARRICADES, AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN
ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.).
16. SUBGRADE FOR SIDEWALKS SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER
TEST. THE SURFACE OF THE SIDEWALK SHALL BE STEEL TROWEL AND LIGHT BROOM FINISHED AND CURED WITH AN ACCEPTABLE
CURING COMPOUND. TOOLED JOINTS SHALL BE PROVIDED AT AN INTERVAL NOT LESS THAN FIVE (5) FEET AND EXPANSION JOINTS
AT INTERVALS NOT MORE THAN 45 FEET. THE SIDEWALK SHALL HAVE A LATERAL SLOPE OF 1/4" PER FOOT.
17. THE ELEVATION OF THE SIDEWALK SHALL BE RELATED TO THE ELEVATION OF THE CROWN OF THE ADJACENT ROADWAY. THE
SIDEWALK SHALL BE NO LESS THAN SIX (6) INCHES OR MORE THAN 18 INCHES ABOVE THE ROADWAY CROWN, EXCEPT THAT THE
CROSSWALK ELEVATIONS SHALL BE PROPERLY RELATED TO THE EXISTING OR PROPOSED ROADWAY CURB.
18. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR
INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS.
19. UTILITY INSTALLATIONS MAY ONLY CROSS BUFFER AREAS AT INTERIOR ANGLES MEASURED AT PROPERTY LINES WHICH ARE NOT
LESS THAN 75 DEGREES AND, TO THE EXTENT POSSIBLE, PATHS CLEARED FOR SUCH UTILITY LINES SHALL BE REPLANTED WITH
PLANT MATERIALS FROM THE ORDINANCES APPROVED PLANT LIST.
20. NO BUILDINGS, PARKING SPACES OR MANEUVERING AREAS MAY BE LOCATED WITHIN ANY BUFFER AREAS.
21. THE DEVELOPER SHALL MAKE A DILIGENT EFFORT TO PRESERVE AREAS OF REQUIRED BUFFERS WHERE SIGNIFICANT VEGETATION
EXISTS. THESE AREAS SHALL REMAIN UNDISTURBED EXCEPT TO THE EXTENT NECESSARY TO ACCOMMODATE THE ABOVE ITEMS OF
THIS SECTION.
22. UNDER DRAINAGE SHALL BE PROVIDED AS DIRECTED BY GEO-TECHNICAL ENGINEER. DETERMINATION SHALL BE MADE IN THE FIELD.
DRAINS TO BE INSTALLED PER CMLD STD #30.05.
23. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
24. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO
SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY
SUBDIVISION ORDINANCE.
25. CURB AND GUTTER ON THE PLANS MAY BE ADJUSTED BASED ON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM
DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
26. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES
AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED.
27. HIGH -DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET
RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST
BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY.
28. ALL ROAD IMPROVEMENTS ON PARKWOOD AVE. AND ALLEN ST. ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE
ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
29. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT.
30. ALL DEVELOPMENT CREATING A TOTAL 20,000 SQUARE FEET OF IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM
DRAINAGE DETENTION.
31. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT
AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE
INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT 704-336-3888.
32. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF A SIDEWALK 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 CLOSURE. THESE APPROVALS
ARE IN ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED WITH CDOT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL
CONTACT CDOT AT [phone] AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS.
CONTRACTOR SHALL CONTACT CDOT AT [phone] AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS. EVERY
EFFORT SHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS.
33. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY
CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER
SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
34. DEVELOPER TO CONTACT CDOT (ANTHONY MENDEZ: 704-336-4971) DURING SITE PLAN PREPARATION TO DISCUSS STREET LIGHTING
REQUIREMENTS, IF ANY, FOR THIS PROJECT. COORDINATE WITH DUKE ENERGY AND CDOT AS NECESSARY TO DETERMINE LIGHTING
LEVELS, LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION.
35. PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION - FOR UTILITY COORDINATION RELATED TO BOTH EXISTING UTILITY
RELOCATION NEEDS AND PROPOSED NEW UTILITY INSTALLATIONS, PLEASE CONTACT RALPH TRUITT, CDOT ROW UTILITY COORDINATOR
AT 704-336-4248 OR RTRUITT®CHARLOTTENC.GOV.
36. A JOINT USE MANHOLE (MEET -ME MANHOLE) IS TO BE PROVIDED BY THE DEVELOPER TO ACCOMMODATE ALL UTILITY TELECOM
SERVICE PROVIDERS. THE JOINT USE MANHOLE SHALL BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY.
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Charlotte, NC 28205
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JOYCE D CHAMBERS
D.B. 13348, PG. 361
' LOT 4, BLOCK 6
M.B. 173, PG. 582
ALICE CUTHBERTSON I PIN: 081-147-05
D.B. 3199, PG. 370 PARCEL ID: 08114705
LOT 11, BLOCK 6 ZONING: R-5
M.B. 773, PG. 582 I I USE: SINGLE FAMILY RESIDENTIAL
PIN.: 081-147-16
PARCEL ID: 08114716
ZONING.: R-5
USE: SINGLE FAMILY RESIDENTIAL
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706
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3 (CD)
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CONTACT INFORMATION
VERDE HOMES LLC
CONTACT: RON STALEY, JR.
ADDRESS: 7427 MATTHEWS MINT HILL, STE 105-215
CHARLOTTE. NC 28227
PHONE: [phone] FAX:[phone]
CIVIL ENGINEER & LANDSCAPE ARCHITECT:
URBAN DESIGN PARTNERS PLLC
CONTACT: BRIAN D. SMITH, PE
ADDRESS: 1213 W. MOREHEAD ST., STE. 450
CHARLOTTE, NC 28208
PHONE: [phone] FAX:[phone]
ARCHITECT:
STUDIO FUSION
CONTACT: ED HICKMAN
ADDRESS: 3800 ARCO CORPORATE DR., STE 125
CHARLOTTE, NC 28273
PHONE: [phone]
Sheet List Table
Sheet Number
C-1.0
C-1.1
C-2.0
C-3.0
-----
C-4.0
C-5.0
C-5.1
C-5.2
TY DEVELOPMENT
'A
�j-5.3
TION
i, PG. 58
B
8114
08114708
C-6.0
4-3 (CD)
7 FAMILY
C-7.0
C-7.1
C-8.0
C-8.1
- C82
C-8.3
FOUST C-8.4
668
6 C-8.5
i82 82
07
1'°' C-8.6
5
SIDENTIAL
C-9.0
LS-1.0
LS-2.0
RZ-1.0
6
Sheet Title
Cover Sheet
Submittal Table
Existing Conditions
Site Plan
Grading Plan
Storm Drainage Plan
Storm Drainage Area Plan
BMP Plan & Details
BMP Drainage Area Plan
Utility Plan
Erosion Control - Phase 1
Erosion Control - Phase 2
Site Specifications & Details
Site Specifications & Details
Site Specifications & Details
Site Specifications & Details
Site Specifications & Details
Site Specifications & Details
Erosion Control Details
Intersection Sight Distance
SU-30 Turning Movement
Landscape Plan
Landscape Details
Rezoning Plan
PROJECT SCHEDULE:
PROJECT COMMENCEMENT: AUGUST 2021
PROJECT COMPLETION: FEBRUARY 2022
PARTNERS
1213 w morehead st ste 450
charlotte, nc 28208
P 704.334.3303
urbandesignpartners.com
nc firm no: P-0418 sc coa no: C-03044
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Project No: 20-CLT-084
Date: 12.14.2020
Designed By: UDP
Checked By: UDP
Sheet No:
GRAPHIC SCALE
20 0 10 20 40
C-1
0
1 INCH = 20 FEET ■