NCC216412_Site Plan or Location Map_20211116

JOHN ADAMS EARLY GRADING
Know what's below.
Call before you dig.
GENERAL NOTES:
1. SURVEY INFORMATION OBTAINED BY CAROLINA SURVEYORS, INC.
2. ARCHITECTURAL DIMENSIONS TO BE VERIFIED BY SURVEYOR. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING
DIMENSIONS.
3. SURVEYOR SHALL REPORT ANY ENCROACHMENTS OR DISCREPANCIES GENERATED BY THE SITE PLAN AGAINST ANY
SITE DEVELOPMENT REQUIREMENTS SPECIFIED BY THE SITE PLAN TO THE OWNER, LANDSCAPE ARCHITECT OR CIVIL
ENGINEER PRIOR TO ANY ACTUAL CONSTRUCTION.
4. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
5. ALL ROAD IMPROVEMENTS AT WEST MALLARD CREEK CHURCH ROAD, JOHN ADAMS ROAD, & MALLARD HIGHLANDS
DRIVE ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
6. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9" SIGNS ONLY)
7. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
8. 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 AND BASED ON
FIELD CONDITIONS.
9. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS
WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
10. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
11. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY
THE INSPECTOR.
12. CURB AND GUTTER SHOWN ON PLANS ALONG WEST MALLARD CREEK CHURCH ROAD, JOHN ADAMS ROAD, &
MALLARD HIGHLANDS DRIVE MAY BE ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED
STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
13. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE STORM WATER CONVEYANCE. BUILDINGS
ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM
MAINTENANCE ARE ALSO PROHIBITED.
14. 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.
15. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND
SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER
ACCUMULATIONS.
16. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRICTIONS OF THE (CITY OF
CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION ORDINANCE, SECTION 7.200.8.
17. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO THE RESTRICTIONS
IMPOSED BY THE FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND MECKLENBURG COUNTY.
18. ALL OPENINGS (E.G., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT ON LOT SHOULD BE LOCATED A MINIMUM OF
ONE FOOT ABOVE THE ADJACENT FINISHED GROUND SURFACE (APPLIES TO LOTS WHICH MAY EXPERIENCE
SIGNIFICANT OVERLAND FLOW NOT CONSIDERED IN THE 100+1 FLOOD ANALYSIS.)
19. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION.
20. "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.
21. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE FURNISHED
TO CITY OF CHARLOTTE ENGINEERING FOR APPROVAL.
22. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION SYSTEMS
MUST BE PROVIDED.
23. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED
ACCORDING TO THE GUIDELINES OF THE "OFFSITE R/W ACQUISITION PROCESS". THESE NEEDED R/W AND
CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
24. 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 AND/OR POST CONSTRUCTION CONTROLS EASEMENTS
(PCCES) MUST BE RECORDED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
25. 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
26. DEVELOPER TO CONTACT CDOT (ALFRED OYOYO: 704-336-3939) 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.
27. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS
PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION
(704-336-4025) OR VISIT
HTTP: //WWW.CHARM ECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTEN ANCE/HOME.HTM
28. 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.
29. 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 (704)
336-8348 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.
30. 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.
31. 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. - PRIVATE
DEVELOPMENT UTILITY RELOCATION COORDINATION
32. 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
RTR U I TT@CH AR LOTTEN C. GO V
33. 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
CHARLOTTE, NC
FLOURNOY DEVELOPMENT GROUP
1100 BROOKSTONE CENTRE PARKWAY
COLUMBUS, GA 31904
CONSTRUCTION DOCUMENTS
ENGINEER'S NOTES:
SITE DATA
1.
CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION
TAX MAP NO: 029-651-01 & 029-651-02
ACTIVITIES.
ZONING: MUDD-0
2.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INTERPRETATIONS FOR ANY QUESTIONS REGARDING THESE
REZONING PETITION NO.: 2020-048
DRAWINGS PRIOR TO COMMENCEMENT OF WORK OR ORDERING OF MATERIALS AND SHALL BEAR THE COST OF ALL
REWORK IF NOT PROPERLY COORDINATED.
SITE AREA: ±24.60 ACRES (1,071,808 SF)
SITE AREA AFTER ROW DEDICATION: ±24.30 ACRES (1,058,500 SF)
3.
CONTRACTOR SHALL PROVIDE ENGINEER RECORD DRAWING INFORMATION FROM A REGISTERED LAND SURVEYOR UPON
COMPLETION OF CONSTRUCTION.
PROPOSED USE: MULTIFAMILY APARTMENTS, TOWNHOMES, POTENTIAL
4.
CONTRACTOR SHALL OBTAIN A PERMIT FOR ANY EXCAVATION PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY
1ST FLOOR OFFICE/NON-OFFICE COMMERCIAL
5.
THE ENGINEER OF WORK SHALL NOT BE RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY MEASURES OR
PROPOSED UNITS: 339 MULTIFAMILY APARTMENTS
REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES AND SHALL BE
56 TOWNHOMES
TOTAL DWELLING UNITS = 395
SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY STANDARDS, LAWS AND
REGULATIONS.
9,934 SF OF GENERAL OFFICE WORKSPACE
6.
CONTRACTOR SHALL ADJUST ALL PROPOSED AND EXISTING FACILITIES TO FINAL GRADE.
PROPOSED DENSITY: 16.25 DUA
7.
CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE FIELD DATA AND THE
INFORMATION SHOWN HEREON. ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WORK DONE WITHOUT PROPER
NOTIFICATION AND COORDINATION.
8.
THE ENGINEER PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED
CHANGES TO OR USES OF THESE PLANS. ALL CHANGES MUST BE IN WRITING AND MUST BE APPROVED BY THE
DESIGN ENGINEER PRIOR TO IMPLEMENTATION.
9.
PRIVATE WATER AND SANITARY SEWER SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH N.C.D.E.N.R. REGULATIONS
IN THE PRESENCE OF THE ENGINEER PRIOR TO ACTIVATION OF FACILITIES.
10.
EXISTING SANITARY SEWER AND WATER SYSTEM SHOWN PER PROVIDED SURVEY AND CMUD REFERENCE DRAWINGS.
EXISTING PUBLIC UTILITY INFORMATION IS SHOWN FOR REFERENCE ONLY AND EXISTING SIZES, INVERTS AND
LOCATIONS SHALL BE FIELD VERIFIED.
11.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES, WHETHER SHOWN HEREON
OR NOT, AND PROTECT FROM DAMAGE DURING INSTALLATION. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID
STRUCTURES SHALL BE BORNE BY THE CONTRACTOR.
12.
A LICENSED UTILITY CONTRACTOR WILL INSTALL THE TAPS AND METERS. THE CONTRACTOR IS RESPONSIBLE FOR
INSTALLING THE TAPS AND METERS TO CMUD STANDARDS AND REGULATIONS.
13.
SANITARY YARD HYDRANTS SHALL NOT BE 'STOP AND DRAIN', 'STOP AND WASTE', OR 'WEEP HOLE' TYPE
HYDRANTS.
14.
IF CONTRACTOR OPTS TO INSTALL PRECAST STRUCTURES, CONTRACTOR SHALL BE REQUIRED TO VERIFY RIM
ELEVATIONS AND LAYOUT OF ALL PIPES, INCLUDING SIZE AND INVERTS OF EXISTING FACILITIES, PRIOR TO THE
ORDERING OF MATERIALS.
15.
IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO ADJUST ALL PRECAST STRUCTURES TO FINISHED GRADE IN
ACCORDANCE WITH AGENCY SPECIFICATIONS AND MANUFACTURER RECOMMENDATIONS. NO ADDITIONAL PAYMENT
WILL BE MADE FOR ADJUSTING FACILITIES TO FINISHED GRADE.
16.
FIRE HYDRANTS ARE TO BE 10' CLEAR OF ANY OBSTRUCTIONS.
17.
FDC LOCATIONS SHALL BE IN ACCORDANCE W/ CFD REQUIREMENTS.
18.
FIRE SPRINKLER SIZING AND FDC CONNECTIONS TO BE SIZED AND LOCATED PER THE RECOMMENDATIONS OF THE
FIRE SPRINKLER CONSULTANT. ALL REFERENCES SHOWN HEREON ARE FOR SCHEMATIC PURPOSES ONLY.
19.
CONTRACTOR SHALL FLUSH ALL ONSITE STORM DRAINAGE AND HAUL OFF ALL ACCUMULATED MATERIAL AT
COMPLETION OF CONSTRUCTION. CONTRACTOR SHALL PROTECT DOWN STREAM PROPERTIES AND BMP INSTALLATIONS
FROM EXCESSIVE SEDIMENT ACCUMULATION. UPON COMPLETION OF CLEANING, CONTRACTOR SHALL PROVIDE WRITTEN
CONFIRMATION TO OWNER AND REQUEST INSPECTION OF PROJECT BY ENGINEER FOR FINAL INSPECTION.
CONSULTANTS:
DEVELOPER: FLOURNOY DEVELOPMENT GROUP
1100 BROOKSTONE CENTRE PARKWAY
COLUMBUS, GA 31904
706.243.9403
ARCHITECT: DYNAMIK DESIGN
5901 PEACHTREE DUNWOODY ROAD
BUILDING C, SUITE 250
ATLANTA, GA 30328
678.506.8830
LANDSCAPE ARCH.: DESIGN RESOURCE GROUP, PA
2459 WILKINSON BOULEVARD
SUITE 200
CHARLOTTE, NC 28208
704.343.0608
CIVIL ENGINEER: DESIGN RESOURCE GROUP, PA
2459 WILKINSON BOULEVARD
SUITE 200
CHARLOTTE, NC 28208
704.343.0608
SURVEYOR: CAROLINA SURVEYORS, INC.
P.O. BOX 267
PINEVILLE, NC 28134
704.889.7601
SHEET SCHEDULE
NO.
SHEET TITLE
REV. #
DATE
C0.0
COVER SHEET
C1.01
DEMOLITION PLAN
C3.00
EROSION CONTROL PH 1
C3.01
EROSION CONTROL PH I
C3.02
EROSION CONTROL PH IB
C3.03
EROSION CONTROL PH IB
C3.05
EROSION CONTROL NOTES
C3.04
EROSION CONTROL PH IB
FINAL CONDITION
C3.90
EROSION CONTROL DETAILS
C3.91
EROSION CONTROL DETAILS
C3.92
EROSION CONTROL DETAILS
C4.54
WET POND DETAILS
DESIGN
RESOURCE
FRC)U
LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
TRANSPORTATION PLANNING
2459 Wilkinson Blvd, Ste 200 Charlotte, NC 28208
704.343.0608
www.drgrp.com
ACORPORATE
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COVER SHEET
PROJECT #: 501-003
DRAWN BY: JO
CHECKED BY: NB
JUNE 02, 2021
REVISIONS:
Copyright © 2021 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization I C O . 0