NCC222796_Site Plan or Location Map_20220812

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GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL
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ass
Cars
10209 Albemarle Road
Charlotte, NC 28227
PI D: 111-164-01. 111-164-047
111-164-057 111-164-06
(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
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MANUAL.
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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.
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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
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UNLESS OTHERWISE NOTED.
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4.
DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM #50.05A OR #50.05B. SIGNS SHOULD BE LOCATED PER CLDSM #50.06.
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5.
LAND DEVELOPMENT ENGINEER SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTION.
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6.
SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. FURTHER REQUIREMENTS MAY BE MADE BY THE CITY OF CHARLOTTE
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DEPARTMENT OF TRANSPORTATION (CDOT).
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7.
NON-STANDARD ITEMS (I.E.: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT OF WAY REQUIRE ENCROACHMENT AGREEMENT WITH
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THE CHARLOTTE DEPARTMENT OF TRANSPORTATION NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
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JOANNE A CRAFT & T R CRAFT
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N/F
TZEGGAI YOHANNES & /
LETEHAWARIAT TECLEMARIAM /
N/F PIN 11116211
FOURTOUNIS & I DE 30796 PG 767 /
M FOURTOUNIS ZONE. R-MH
USE: SINGLE FAMILY RESIDENTIAL
17116210
33201 PG 19
NE: R-MH
FAMILY RESIDENTIAL
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CONTACT INFORMATION
OWNER:
FURRST CLASS CARS
CONTACT: BRANDON FURR
ADDRESS: 10321 ALBEMARLE ROAD
CHARLOTTE, NC 28227
PHONE: [phone]
CIVIL ENGINEER & LANDSCAPE ARCHITECT:
URBAN DESIGN PARTNERS
CONTACT: BRIAN D. SMITH, PE
ADDRESS: 1213 W. MOREHEAD STREET, STE 450
CHARLOTTE, NC 28208
PHONE: [phone]
ARCHITECT:
PEADON FINEIN ARCHITECTURE
CONTACT: TIM FINEIN
ADDRESS: 826 HAWTHORNE LANE
CHARLOTTE, NC 28204
PHONE: [phone]
PH SPE
25 PUBLIC
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MATERIAL SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING. _ _ -
13. ALL TRENCHES IN THE STREET RIGHT OF WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER THE PIPE IS00
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14. ALL SUBGRADE FOR ROADS SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER cY)--------_
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15. ALL TESTS SHALL BE PERFORMED BY THE DEVELOPER AT NO COST TO THE CITY.
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16. CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING STREETS. THE CONTRACTOR SHALL
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PLACE AND MAINTAIN SIGNS, DANGER LIGHTS, BARRICADES, AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN
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ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.).
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17. SUBGRADE FOR SIDEWALKS SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER
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TEST. THE SURFACE OF THE SIDEWALK SHALL BE STEEL TROWEL AND LIGHT BROOM FINISHED AND CURED WITH AN ACCEPTABLE
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CURING COMPOUND. TOOLED JOINTS SHALL BE PROVIDED AT AN INTERVAL NOT LESS THAN FIVE (5) FEET AND EXPANSION JOINTS
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AT INTERVALS NOT MORE THAN 45 FEET. THE SIDEWALK SHALL HAVE A LATERAL SLOPE OF 1/4' PER FOOT.
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18. THE ELEVATION OF THE SIDEWALK SHALL BE RELATED TO THE ELEVATION OF THE CROWN OF THE ADJACENT ROADWAY. THE
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SIDEWALK SHALL BE NO LESS THAN SIX (6) INCHES OR MORE THAN 18 INCHES ABOVE THE ROADWAY CROWN, EXCEPT THAT THE
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CROSSWALK ELEVATIONS SHALL BE PROPERLY RELATED TO THE EXISTING OR PROPOSED ROADWAY CURB.
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19. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR
�,,000 SOF
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INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS.
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20. 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
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20 wP ESMT
PLANT MATERIALS FROM THE ORDINANCES APPROVED PLANT LIST.
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21. NO BUILDINGS, PARKING SPACES OR MANEUVERING AREAS MAY BE LOCATED WITHIN ANY BUFFER AREAS.
- -
22. 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
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THIS SECTION.
23. 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.
24. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
25. "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. ALBEMARLE ROAD/ NC HWY 24/27
26. CURB AND GUTTER ON THE PLANS MAY BE ADJUSTED BASED ON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM (NCDOT MAINTAINED)
45 MPH SPEED LIMIT
DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
100' WIDE PUBLIC R/W
27. 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.
28. 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.
29. ALL ROAD IMPROVEMENTS ON ALBEMARLE ROAD, GUICE CROSSING LANE, AND PARKTON ROAD ARE TO BE COORDINATED WITH THE
CITY OF CHARLOTTE ENGINEERING DEPARTMENT AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PRIOR TO CONSTRUCTION.
30. 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.
31. ALL DEVELOPMENT CREATING A TOTAL 20,000 SQUARE FEET OF IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM
DRAINAGE DETENTION.
32. 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
KRYSTAL.BRIGHTOCHARLOTTENC.GOV.
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
CASEY.MASHBURNOCHARLOTTENC.GOV 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 CANDACE.INGEOCHARLOTTENC.GOV) 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.
CMU 20' WL ESMT
OB 23928 PG 590
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N/F
TERRY J WILSON
PIN 11716407
DB 19405 PG 837
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USE: INDUSTRIAL
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CMU 20 WPG 797
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BEFORE YOU D101
CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
heet List Table
Sheet Number Sheet Title
C-1.0 Cover Sheet
C-1.1 Submittal Table
C-2.0 Existing Conditions
C-3.0 Site Plan
C-4.0 Grading & Storm Drainage Plan
C-5.0 Drainage Area Plan
C-5.1 BMP Plan & Details
C-6.0 Utility Plan
C-7.0 Erosion Control - Phase 1
C-7.1 Erosion Control - Phase 2
C-8.0 Site Specifications & Details
C-8.1 Site Specifications & Details
C-8.2 Site Specifications & Details
C-8.3 Erosion Control Details
C-9.0 Intersection Sight Distance
C-9.1 Intersection Sight Distance
C-9.2 Turning Movement Plan
RD-1.0 Guice Crossing Road Sections
RD-1.1 Guice Crossing Road Sections
LS-1.0 Landscape Plan
LS-2.0 Landscape Details
ML
GRAPHIC SCALE
40 0 20 40 80
1 INCH = 40 FEET
URBAN
DESIGN
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
05/19/2022
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Project No: 19-CLT-088
Date: 10.14.2019
Designed By: UDP
Checked By: UDP
Sheet No:
C-1 00