NCC223359_Site Plan or Location Map_20220930

M
SITE
^ Yorkrid9 e Apartments
13015 Yorkridge Drive
Charlotte, NC 28273
VICINITY MAP a PID: 201-401-05 & 201-401-42
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 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. NON-STANDARD ITEMS (I.E.: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT OF WAY REQUIRE ENCROACHMENT AGREEMENT WITH
THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL ENCROACHMENT AGREEMENTS. FOR CITY OF CHARLOTTE
MAINTAINED STREETS, CONTACT CDOT AT [phone].
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 (SIDE) 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. 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.
29. ALL DEVELOPMENT CREATING A TOTAL 20,000 SQUARE FEET OF IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM
DRAINAGE DETENTION.
30. 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 KRYSTAL BRIGHT AT
704-336-3888 OR [e-mail].
31. 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 ERIC WEIDEMANN AT [phone] OR ERIC.WEIDEMANNOCHARLOTTENC.GOV AT LEAST 5 BUSINESS DAYS PRIOR TO
BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS. CONTRACTOR SHALL CONTACT CASEY MASHBURN AT [phone] OR
[e-mail] 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.
32. THE DEVELOPER SHALL CONTACT THE IMPLEMENTATION SECTION MANAGER OF THE CHARLOTTE DEPARTMENT OF TRANSPORTATION
(CDOT) OR THEIR DESIGNEE AT 704-336-4119 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.
33. PEDESTRIAN -SCALE LIGHTING AND/OR STREET LIGHTING SHALL NOT BE INSTALLED WITHIN THE RIGHT-OF-WAY WITHOUT REVIEW
AND APPROVAL OF CDOT. DEVELOPER TO CONTACT CANDACE INGE (704-336-3932 OR CAN [e-mail]) FOR
LOCAL STREET LIGHTING CRITERIA WITH RESIDENTIAL SUBDIVISION PROJECTS AND TO CONTACT ANTHONY MENDEZ (704-962-7173
OR ANTHONY.MENDEZOCHARLOTTENC.GOV) FOR ALL OTHER PROJECTS LIGHTING REQUIREMENTS. COORDINATE WITH DUKE ENERGY
AND CDOT AS NECESSARY TO DETERMINE LIGHTING LEVELS, LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION.
34. 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 RTRUITTOCHARLOTTENC.GOV.
35. 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.
NOW OR FORMERLY
GLENN 0. LITAKER
DB 21765 PG 917
PID # 20120107
ZONED: l-7
USE: DAY CARE CENTER
LOT 5&6
NOW OR FORMERLY
PRICE ROAD COMMERCIAL PARK
JAMES EARL TERRY, SR.
DB 10856 PG 108
PID J 20120106
ZONED: l- I (CD)
USE: INDUSTRIAL
LOT 5
NOW OR FORMERLY
CHRISTOPHER POINDEXTER
JAOUELINE SMALL
THE CAROLINA SOUTH SHORE
REVOKABLE TRUST
DB 37404 PG 199
PID # 20720705
ZONED: l-I(CD)
USE: INDUSTRIAL
T_ J
7-
ROJEOROUGH PHAS
MAP SITES 24, 25, ,
COMMON ELEMEN
MB 29 PG 267
PID # 20120298
ZONED: R-9MF (C
USE: MULTI-FAMIL
LOT 4
NOW OR FORMERLY
MECKLENBURG PAINT COMPANY, INC
DB 8332 PG 680
PID # 20120139
ZONED: l-1
USE: INDUSTRIAL
NOW OR FORMERLY
AGM STONE POINT, LLC
CIO MCDOWELL PROPERTIES
PID J 20140101
ZONED: R-17MF _ _
U 7771=mIL� V
\ NOW OR FORMERLY
\ LOT 7
YORK ROAD DEVELOPMENT
PMT PARTNERS V, LLC
DB 73008 PG 547
MB 22 PG 665
MB 23 PG 585
PID J
104
ZONED: B' (CD)
j ..
USE: COMMERCIAL
\
LOT 2A \
PID: 201-401-42
7
\
7
\
_ \ NOW OR FORMERLY
LOT 7
YORK ROAD DEVELOPMENT
PMT
PARTNERS
C
13008PG 547 DB
/ MB 22 PG 665
MB 23 PG 585
PID J
0104
.• ZONED. BBS(CD)
USE: COMMERCIAL
MOSS ROAD SR #1122
PUBLIC R/W VARIES
CDOT MAINTAINED
30 MPH SPEED LIMIT
CONTACT INFORMATION
OWNER:
WE YORK RIDGE SPE OWNER, LLC
CONTACT: JEFFEREY WEISKOPF
ADDRESS: 12 COLLEGE ROAD
MONSEY, NY 10952
PHONE: [phone]
CIVIL ENGINEER & LANDSCAPE ARCHITECT:
URBAN DESIGN PARTNERS PLLC
CONTACT: BRIAN D. SMITH, PE
ADDRESS: 1213 WEST MOREHEAD ST. SUITE 450
CHARLOTTE, NC 28205
PHONE: [phone]
ARCHITECT:
ROLAND ARCHITECTURE
CONTACT: JOHN ABISCH
PHONE: [phone]
SHEET INDEX
Sheet Number
C-1.0
C-1.1
C-2.0
C-2.1
C-2.2
C-3.0
C-3.1
C-3.2
C-3.3
C-4.0
C-4.1
C-4.2
C-5.0
C-5.1
C-5.2
C-5.3
C-5.4
C-5.5
C-5.6
C-6.0
C-6.1
C-6.2
C-6.3
C-6.4
C-7.0
C-7.1
C-7.2
C-8.0
C-8.1
C-8.2
C-8.3
C-8.4
C-8.5
C-9.0
LS-1.0
LS-1.1
LS-1.2
LS-2.0
Sheet Title
Cover Sheet
Submittal Table
Existing Conditions
Existing Conditions (Removed)
Demolition Plan
Overall Site Plan
Site Plan A
Site Plan B
Open Space Plan
Overall Grading Plan
Grading Plan A
Grading Plan B
Overall Storm Drainage Plan
Storm Drainage Plan A
Storm Drainage Plan B
BMP Plan & Details
BMP Details
Storm Drainage Area Plan
BMP Drainage Area Plan
Overall Utility Plan
Utility Plan A
Utility Plan B
Sanitary Sewer Profiles
Sanitary Sewer Profiles
Erosion Control - Phase 1
Erosion Control - Phase 2
Erosion Control - Phase 3
Site Specifications & Details
Site Specifications & Details
Site Specifications & Details
Site Specifications & Details
Erosion Control Details
Erosion Control Details
Turning Movement
Overall Landscape Plan
Landscape Plan A
Landscape Plan B
Landscape Details
GRAPHIC SCALE
100 0 50 100 200
INCH = 100 FEET
U R B A N
DESIGN
PARTNERS
1213 w morehead st ste 450
charlotte, nc 28208
P 704.334.3303
u rbandesi gn partners. com
nc firm no: P-0418 sc coa no: C-03044
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09/14/2022
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Project No: 21-CLT-103
Date: 02.25.2022
Designed By: UDP
Checked By: BDS
Sheet No:
C-1 00