SW3210402_2021-04-14 - Cuthbertson Townhomes - 1st Submittal_20210426

CLIENT
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-CS1.dwg, 4/14/2021 3:23:23 PM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CONTACT
PROJECT DIRECTORY
REVISIONS
N0.DATE
CONSTRUCTION
DRAWINGS FOR:
CUTHBERTSON TOWNHOMES
UNION COUNTY
NORTH CAROLINA, 28173
PROJECT NUMBER: DWH-19010
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
SITE
VICINITY MAP
NTS
16
CUTHBERTSON RDGRAY B
Y
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U
M
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D
PINE OAK

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D
SKI TR
AI
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N
MI
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P
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D

D
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MARC VAN DINE
[e-mail]
PHONE: [phone]
CUTHBERTSON ROAD
UNION COUNTY, NORTH CAROLINA, 28173
CONSTRUCTION DRAWINGS
PROJECT NUMBER: DWH-19010
DATE: APRIL 14, 2021
CUTHBERTSON TOWNHOMES
SHEET INDEX SEALED DATE REVISION #
C COVER SHEET 04. 14. 2021
C0.00 PROJECT NOTES 04. 14. 2021
C1.00 TOPOGRAPHIC SURVEY (BY OTHERS)03. 09. 2021
C1.01 TREE SURVEY (BY OTHERS)03. 09. 2021
C1.02 TREE SURVEY (BY OTHERS)03. 09. 2021
C1.03 FINAL PLAT (BY OTHERS)02. 18. 2021
C1.04 FINAL PLAT (BY OTHERS)02. 18. 2021
C1.05 FINAL PLAT (BY OTHERS)02. 18. 2021
C2.00 OVERALL SITE PLAN 04. 14. 2021
C3.00 OVERALL GRADING & STORM DRAINAGE PLAN 04. 14. 2021
C3.01 GRADING & STORM DRAINAGE PLAN - S 04. 14. 2021
C3.02 GRADING & STORM DRAINAGE PLAN - N 04. 14. 2021
C3.03 STORM DRAINAGE SCHEDULE 04. 14. 2021
C5.00 PLAN AND PROFILE - ENCORE LANE STA. 10+00 THRU STA. 12+08.51 04. 14. 2021
C5.01 PLAN AND PROFILE - STREET 'A' STA. 10+00 THRU STA. 19+93.33 04. 14. 2021
C5.02 PLAN AND PROFILE - STREET 'B' STA. 10+00 THRU STA. 17+50 04. 14. 2021
C5.03 PLAN AND PROFILE - STREET 'B' STA. 17+50 THRU STA. 25+40.96 04. 14. 2021
C5.04 PLAN AND PROFILE - STREET 'C' STA. 10+00 THRU STA. 15+98.93 04. 14. 2021
C5.05 PLAN AND PROFILE - LINE OF SIGHT INTERSECTION OF ENCORE LANE AND CUTHBERTSON RD 04. 14. 2021
C5.06 PLAN AND PROFILE - LINE OF SIGHT INTERSECTION OF STREET 'A' AND CUTHBERTSON RD 04. 14. 2021
C5.07 PLAN AND PROFILE - LINE OF SIGHT INTERSECTION OF ENCORE LANE AND STREET 'A'04. 14. 2021
C5.08 PLAN AND PROFILE - LINE OF SIGHT INTERSECTION OF STREET 'B' AND STREET 'A'04. 14. 2021
C5.09 PLAN AND PROFILE - LINE OF SIGHT INTERSECTION OF STREET 'C' AND STREET 'A'04. 14. 2021
C5.10 PLAN AND PROFILE - LINE OF SIGHT INTERSECTION OF STREET 'C' AND STREET 'B'04. 14. 2021
C6.00 OVERALL EROSION & SEDIMENT CONTROL PLAN - STAGE I 04. 14. 2021
C6.01 EROSION & SEDIMENT CONTROL PLAN - STAGE I - S 04. 14. 2021
C6.02 EROSION & SEDIMENT CONTROL PLAN - STAGE I - N 04. 14. 2021
C6.03 OVERALL EROSION & SEDIMENT CONTROL PLAN - STAGE II 04. 14. 2021
C6.04 EROSION & SEDIMENT CONTROL PLAN - STAGE II - S 04. 14. 2021
C6.05 EROSION & SEDIMENT CONTROL PLAN - STAGE II - N 04. 14. 2021
C6.06 OVERALL EROSION & SEDIMENT CONTROL PLAN - STAGE III 04. 14. 2021
C6.07 EROSION & SEDIMENT CONTROL PLAN - STAGE III - S 04. 14. 2021
C6.08 EROSION & SEDIMENT CONTROL PLAN - STAGE III - N 04. 14. 2021
C6.09 EROSION & SEDIMENT CONTROL DETAILS 04. 14. 2021
C6.10 EROSION & SEDIMENT CONTROL DETAILS 04. 14. 2021
C6.11 EROSION & SEDIMENT CONTROL DETAILS 04. 14. 2021
C8.00 SITE DETAILS 04. 14. 2021
C8.01 STORM DRAINAGE DETAILS 04. 14. 2021
C8.02 STORM DRAINAGE DETAILS 04. 14. 2021
C9.00 STORMWATER CONTROL MEASURE "A" PLAN VIEW 04. 14. 2021
C9.01 STORMWATER CONTROL MEASURE "A" DETAILS 04. 14. 2021
C9.02 STORMWATER CONTROL MEASURE "A" DETAILS 04. 14. 2021
C9.03 STORMWATER CONTROL MEASURE "A" LANDSCAPE PLAN 04. 14. 2021
C9.100 STORMWATER CONTROL MEASURE "B" PLAN VIEW 04. 14. 2021
C9.101 STORMWATER CONTROL MEASURE "B" DETAILS 04. 14. 2021
C9.102 STORMWATER CONTROL MEASURE "B" DETAILS 04. 14. 2021
C9.103 STORMWATER CONTROL MEASURE "B" DETAILS 04. 14. 2021
LS2.00 LANDSCAPE PLAN OVERALL 04. 12. 2021
LS2.01 LANDSCAPE PLAN - S 04. 12. 2021
LS2.02 LANDSCAPE PLAN - N 04. 12. 2021
LS2.03 LANDSCAPE NOTES AND DETAILS 04. 12. 2021
C0.00
N / A
PROJECT NOTES
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-N1.dwg, 4/14/2021 10:33:49 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-N1
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
GENERAL NOTES:
1.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING
WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID
TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE
PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
2.MEASUREMENTS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. CONTRACTOR TO VERIFY ALL
DIMENSIONS AND GRADES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE
CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO
DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
3.THERE ARE WETLANDS WITHIN THIS SITE. IT IS THE OWNER'S RESPONSIBILITY FOR WETLANDS JURISDICTION
AND PERMIT DISTURBANCE PRIOR TO ANY GRADING ACTIVITY.
4.FLOOD NOTE: PORTIONS OF THIS PROPERTY ARE LOCATED IN SPECIAL FLOOD HAZARD ZONE "AE" AS DEFINED
BY FEMA F.I.R.M. MAP NOS. 3710447400J, DATED OCTOBER 16, 2008.
5.WITHIN THE SIGHT DISTANCE TRIANGLES SHOWN, NO OBSTRUCTION BETWEEN 30" AND 72" IN HEIGHT ABOVE
THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR IN PART. OBSTRUCTIONS INCLUDE BUT ARE NOT
LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE.
6.ALL CONSTRUCTION SHALL CONFORM TO THE LATEST UNION COUNTY, UNION COUNTY PUBLIC WORKS, AND
NCDOT STANDARDS AND SPECIFICATIONS.
7.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE
29CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. EXCAVATION
EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED
PROFESSIONAL ENGINEER, PROVIDED BY CONTRACTOR RESPONSIBLE FOR EXCAVATION.
8.EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED APPROVAL HAS BEEN
OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION. THE CONTRACTOR SHALL
WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE EQUIPMENT.
9.CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL
PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE
PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
10.EXISTING IMPROVEMENTS SLATED TO REMAIN THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE
REPLACED/RESTORED TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF THE OWNER BY THE
CONTRACTOR RESPONSIBLE FOR THE DAMAGE.
11.SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE COMPACTED TO STANDARD PROCTOR MAXIMUM DRY
DENSITY OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
12.THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, TRANSITION, FITTING,
ETC. THAT MAY BE REQUIRED. THE CONTRACTOR SHALL INSTALL SUCH STANDARD APPURTENANCES AS
REQUIRED TO CLOSELY FOLLOW THE GRADES AND ALIGNMENTS DEPICTED ON THE PLANS.
13.CONTRACTOR SHALL NOTIFY "NORTH CAROLINA 811" (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO
BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO
CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH
CAROLINA ONE CALL". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
14.CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE UTILITY
COMPANIES FOR ANY REQUIRED RELOCATION (I.E. POWER POLES, TELEPHONE PEDESTALS, WATER METERS,
ETC.).
15.EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AVAILABLE RECORD DRAWINGS. THE
CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES BETWEEN
ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
16.PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION
CONFERENCE.
17.PAVEMENT SECTIONS SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO BEGINNING
CONSTRUCTION.
TOTAL DISTURBED
AREA = 16.50 AC.
RETAINING WALL NOTES
1.THE RETAINING WALL ALIGNMENT SHOWN ON THESE PLANS DEPICTS THE LOCATION OF THE FRONT FACE OF
THE RETAINING WALL AT THE TOP OF THE WALL. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING
RETAINING WALLS ARE NOT LOCATED IN ANY STREAM BUFFERS, AND THEIR CONSTRUCTION DOES NOT
ENCROACH INTO ANY ADJACENT PROPERTIES DUE TO ANY BATTER INCORPORATED IN THE DESIGN OF THE
WALLS.
2.RETAINING WALLS ARE TO BE DESIGN-BUILD PROJECTS BY THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO OBTAIN FINAL CONSTRUCTION DRAWINGS FROM A REGISTERED ENGINEER AND GAIN ALL
REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE RETAINING WALLS.
3.RETAINING WALLS SHALL BE ASSUMED TO BE BACKFILLED WITH OFF-SITE BORROW MATERIAL OR PROCESSED
FILL, UNLESS THE CONTRACTOR CAN PROVIDE TO THE OWNER WITH CONFIRMATION FROM THE
GEOTECHNICAL ENGINEER AND THE RETAINING WALL DESIGNER, THAT READILY AVAILABLE ON-SITE SOILS CAN
BE USED.
4.THE TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY FINISHED GRADE
ELEVATIONS ONLY. THE EXTENT THAT THE RETAINING WALL WILL BE EXTENDED BELOW GRADE TO THE
FOOTING OR ABOVE GRADE TO THE TOP OF THE CAP BLOCK COURSE SHALL BE IDENTIFIED ON THE RETAINING
WALL CONSTRUCTION DRAWINGS.
5.ALL RETAINING WALLS OVER 30" HIGH SHALL HAVE A SAFETY FENCE (DESIGN BY OTHERS).
6.ANY PART OF ANY RETAINING WALL THAT EXTENDS INTO THE RIGHT-OF-WAY WILL REQUIRE AN
ENCROACHMENT AGREEMENT. ENCROACHMENT AGREEMENTS FOR RETAINING WALLS SHALL BE APPROVED
PRIOR TO CONSTRUCTION DRAWING APPROVAL.
7.ANY TIEBACK SYSTEMS FOR THE RETAINING WALLS SHALL NOT BE ALLOWED WITHIN PUBLIC RIGHT-OF-WAY.
8.STORMWATER RUN-OFF SHALL BE DIRECTED AWAY FROM RETAINING WALLS. ANY RUN-OFF FLOWING TO AND
OVER A RETAINING WALL SHALL BE KEPT TO AN ABSOLUTE MINIMUM AND BROUGHT TO THE ATTENTION OF
THE WALL DESIGNER PRIOR TO THEIR DESIGN.
GROUND STABILIZATION
SITE AREA DESCRIPTION STABILIZATION
TIME FRAME
STABILIZATION TIME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES AND
SLOPES
7 DAYS NONE
HIGH QUALITY WATER
(HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN
3:1 7 DAYS
IF SLOPES ARE 10' OR LESS
IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14
DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER 14 DAYS
7-DAYS FOR SLOPES
GREATER THAN 50 FEET IN
LENGTH
ALL OTHER AREAS WITH
SLOPES FLATTER THAN
4:1
14 DAYS
NONE (EXCEPT FOR
PERIMETERS AND HQW
ZONES)
DEMOLITION NOTES:
1.THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION.
2.THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS
DIRECTED BY THE OWNER.
3.IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES REQUIRED FOR
DEMOLITION AND HAUL-OFF FROM THE APPROPRIATE AUTHORITIES. THESE FEES ARE TO BE INCLUDED WITH
THE BID.
4.THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS REQUIRED PRIOR
TO THE COMMENCEMENT OF DEMOLITION.
5.THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY WORK. IT IS NOT INTENDED
TO IDENTIFY EACH ELEMENT OF DEMOLITION OF RELOCATION. CONTRACTOR SHALL COORDINATE WITH THE
OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK.
6.CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A LAWFUL MANNER EXISTING
BUILDINGS, INCLUDING FOUNDATIONS AND ALL APPURTENANCES LOCATED ON AND AROUND THE PROPERTY
INCLUDING BUT NOT LIMITED TO CURBS, SIDEWALKS, TREES AND SHRUBS.
7.ALL MATERIAL TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT A PERMITTED SITE
IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL LAWS.
8.REMOVE AND DISPOSE OF ANY SIDEWALK, FENCES, STAIRS, WALLS, FOUNDATIONS, CONDUITS, LIGHT POLE
BASES, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED LANDFILL.
9.REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS, ELECTRIC, AND
TELEPHONE AS SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING EACH UTILITY COMPANY TO
COORDINATE REMOVAL OF ALL UTILITIES AND FOR DETERMINING HORIZONTAL AND VERTICAL LOCATIONS OF
UTILITIES PRIOR TO COMMENCING WORK.
11. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY TO CUT AND
PLUG ALL SERVICE PIPING AT THE STREET LINE OR MAIN, AS REQUIRED, OR AS OTHERWISE NOTED. ALL
SERVICES MAY NOT BE SHOWN ON THE PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO
BIDDING TO DETERMINE THE EXTEND OF SERVICE PIPING TO BE REMOVED, CUT OR PLUGGED.
10.CONTRACTOR SHALL COORDINATE WITH UTILITY DEPARTMENT IN THE REMOVAL/RELOCATION OF EXISTING
POWER POLES AND OVERHEAD POWER LINES.
11.THE CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES, VALVE BOXES AND REMOVAL AND/OR
RELOCATION OF OVERHEAD UTILITIES AND POLES WITH THE APPROPRIATE UTILITY COMPANY.
12.INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO BEGINNING
DEMOLITION WORK.
13.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE.
14.THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY TREES THAT ARE DAMAGED DURING CONSTRUCTION THAT
ARE TO BE PROTECTED AS SHOWN ON THE PLANS.
15.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING ROAD
SURFACE.
16.FINISH SURFACE TO BE REMOVED OR DEMOLISHED SHALL BE CUT ALONG LINES OF JOINTS WHICH WILL PERMIT
A NEAT SURFACE WHEN RESTORED.
17.SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAWCUT EXISTING PAVEMENT AT THE R/W.
18.ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ITS
ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR.
19.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO THE ADJOINING PROPERTIES DURING THE
DEMOLITION PROCESS.
20.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS
DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE
OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE
TEMPORARY SERVICE HAS BEEN PROVIDED.
21.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE UNCOVERED
DURING EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER
WITH WORK IN THE IS AREA.
22.ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS
MATERIAL CONTRACTOR.
23.IN ACCORDANCE WITH 40 CFR, PART 61, SUBPART M, A THOROUGH INSPECTION SHALL BE CONDUCTED FOR
ASBESTOS-CONTAINING MATERIALS, PRIOR TO CONDUCTING A RENOVATION OR DEMOLITION ACTIVITY OF AN
EXISTING STRUCTURE. THE ASBESTOS INSPECTION MUST BE CONDUCTED BY A NORTH CAROLINA ACCREDITED
ASBESTOS INSPECTOR. ALL REGULATED AND/OR FRIABLE ASBESTOS-CONTAINING MATERIALS IDENTIFIED
DURING THE SURVEY, WHICH WILL BE DISTURBED, MUST BE PROPERLY REMOVED BY ACCREDITED INDIVIDUALS
BEFORE BEGINNING THE RENOVATION OR DEMOLITION ACTIVITY. IF REGULATED AND/OR FRIABLE ASBESTOS
CONTAINING MATERIALS TO BE REMOVED EXCEED 160 SQUARE FEET, 260 LINEAR FEET OR 35 CUBIC FEET, A
PERMIT SHALL BE APPLIED FOR THROUGH THE NORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN
SERVICES.
24.UTILITY APPURTENANCES TO BE REMOVED INCLUDE BUT ARE NOT LIMITED TO HYDRANTS, FIRE DEPARTMENT
CONNECTIONS, VALVES/VALVE BOXES, STORM DRAIN AND/OR SANITARY SEWER CLEANOUTS, STORM DRAIN
INLETS.
STORM DRAINAGE NOTES:
1.ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE UNION COUNTY, UNION COUNTY
PUBLIC WORKS DETAILS AND SPECIFICATIONS, AND NCDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE
SPECIFIED IN THIS MANUAL.
2.ALL STORM DRAINAGE PIPES SHOWN SHALL BE REINFORCED CONCRETE (RCP) (MINIMUM CLASS III)
UNLESS NOTED OTHERWISE. CONTRACTOR TO COORDINATE WITH THE GEOTECH TO VERIFY TYPE OF
BEDDING REQUIRED BASED ON SOIL CONDITIONS. CONTRACTOR TO SELECT REQUIRED CLASS OF PIPE
BASED ON DEPTH OF PIPE AND BEDDING PROVIDED PER THE AMERICAN CONCRETE PIPE ASSOCIATION
GUIDELINES.
3.ONLY REINFORCED CONCRETE PIPE IS ALLOWED WITHIN THE PUBLIC ROW AND FOR PUBLIC STORM PIPE.
4.ALL PRIVATE STORM DRAINAGE PIPE SHALL BE REINFORCED CONCRETE PIPE, CONTECH CORRUGATED METAL
PIPE, CORRUGATED METAL PIPE, OR HIGH DENSITY POLYETHYLENE (HDPE) PIPE, AS APPROVED BY THE CEC. NO
OTHER TYPE OF PIPE SHALL BE USED WITHOUT PRIOR APPROVAL FROM THE CEC. ALL PIPES SHALL BE LAID
WITH THE BELL OR GROOVE UPGRADE AND THE JOINT ENTIRELY INTERLOCKING.
5.ALL CONCRETE SHALL BE 3600 PSI COMPRESSIVE STRENGTH. IN ORDER TO USE PRE-CAST STORM DRAINAGE
STRUCTURES IN ANY STREET RIGHTS-OF-WAY, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY/COUNTY
ENGINEER.
6.ALL HIGH-DENSITY POLYETHYLENE PIPE SHALL BE CORRUGATED EXTERIOR/SMOOTH INTERIOR, CONFORM TO
THE REQUIREMENTS OF AASHTO SPECIFICATION M294 FOR CORRUGATED POLYETHYLENE PIPE AND SHALL
REQUIRE COUPLING BANDS AND FITTINGS.
7.CONCRETE PIPE USED WITHIN THE STREET RIGHT-OF-WAY SHALL BE A MINIMUM OF CLASS III REINFORCED
CONCRETE PIPE, WITH A MINIMUM DIAMETER OF FIFTEEN (15) INCHES (EIGHTEEN (18) INCHES MINIMUM ON
CROSS DRAIN CULVERTS WITHIN THE COUNTY).
8.THE MINIMUM COVER FOR ALL PIPE IS TWO (2) FEET. SPECIAL APPLICATIONS FOR LESS THAN TWO (2) FEET OF
COVER WILL BE REVIEWED INDIVIDUALLY.
9.CONCRETE MORTAR JOINTS SHALL BE USED FOR JOINING ALL CONCRETE PIPES. THE PIPE SHALL BE CLEAN AND
MOIST WHEN MORTAR IS APPLIED. THE LOWER PORTIONS OF THE BELL OR GROOVE SHALL BE FILLED WITH
MORTAR SUFFICIENT TO BRING THE INNER SURFACE FLUSH AND EVEN WHEN THE NEXT JOINT IS FITTED INTO
PLACE. THE REMAINDER OF THE JOINT SHALL THEN BE FILLED WITH MORTAR AND A BEAD OR RING OF
MORTAR FORMED AROUND THE OUTSIDE OF THE JOINT. THE APPLICATION OF INTERIOR MORTAR MAY BE
DELAYED UNTIL BACKFILL IS COMPLETED WHEN THE PIPE IS LARGER THAN THIRTY (30) INCHES.
10.PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE
PLASTIC GASKETS, MAY BE USED IN LIEU OF THE MORTAR JOINING METHOD.
11.COUPLING BANDS AND FITTINGS SHALL BE USED FOR JOINING ALL HDPE PIPE. COUPLING BANDS SHALL COVER
AT LEAST ONE FULL CORRUGATION ON EACH SECTION OF PIPE. GASKET COUPLING BANDS ARE REQUIRED
BETWEEN ALL PIPE JOINTS. THE GASKET SHALL BE MADE OF CLOSED-CELL SYNTHETIC EXPANDED RUBBER
MEETING THE REQUIREMENTS OF ASTM D1056, TYPE 2. THE PIPE MANUFACTURER SHALL INSTALL GASKETS ON
THE COUPLING BAND. ALL COUPLING BANDS SHALL MEET OR EXCEED THE SOIL-TIGHTNESS REQUIREMENT OF
AASHTO STANDARD SPECIFICATION FOR HIGHWAY BRIDGES, SECTION 23, PARAGRAPH 23.1.5.4(E).
PIPEFITTINGS SHALL CONFORM TO AASHTO M252 OR AASHTO M294.
12.THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN
ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS.
13.ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
14.ANY STORM DRAIN STRUCTURES OVER THREE (3) FEET AND SIX (6) INCHES IN HEIGHT MUST HAVE STEPS IN
ACCORDANCE WITH STANDARD DETAILS.
15.ALL FRAMES, GRATES, RINGS, COVERS, ETC., MUST CONFORM TO THE STANDARDS.
16.ALL GRADED CREEK BANKS AND SLOPES SHALL BE AT A MAXIMUM OF TWO (2) FEET HORIZONTAL TO ONE (1)
FOOT VERTICAL (2:1) AND NOT TO EXCEED 10' WITHOUT SLOPE STABILIZATION.
17.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 SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC
MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
18.MATERIALS DEEMED BY THE GEOTECH OR ENGINEER AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE
REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL.
19.BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND
THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED EIGHT (8) INCHES, EACH LAYER SHALL BE THOROUGHLY
COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST (A
DENSITY OF 100% STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT (8) INCHES).
20.COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION METHODS.
EACH LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED IN PLACE.
21.UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE
HAS BEEN PLACED.
22.IF THE USE OF WAFFLE BOXES ARE ALLOWED AT THIS SITE, ALL PENETRATIONS FOR STORM DRAINAGE
PIPES MUST BE MADE WITHIN THE KNOCK-OUT PORTION OF THE BOX AND NOT AT THE CORNERS WHERE
THE STRUCTURAL INTEGRITY MAY BE COMPROMISED.
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-OAS1.dwg, 4/14/2021 2:09:24 PM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-OAS1
C2.00
1"=60'
OVERALL SITE PLAN
GRAPHIC SCALE
0 30 60 120
1 inch = 60 ft.
EXISTING
CUTHBERTSON ROAD
(PUBLIC R/W)
ENCORE LANE
(50' PUBLIC R/W)
STREET 'A'
(50' PUBLIC R/W)
ST
R
E
E
T

'
B
'
(5
0
'

P
U
B
L
I
C

R
/
W
)
S
T
R
E
E
T

'
C
'
(
5
0
'

P
U
B
L
I
C

R
/W
)
STORMWATER CONTROL
MEASURE "A"
STORMWATER
CONTROL
MEASURE "B"
10987654321
15
46
88
25
11 12 13 14
26
27
45 44 4387
86
89
16
17 18
19
20
28
29
30
31
32
33
34
35
53
81
82
83
84
85
80
79
78
77
76
75
74
73
72
71
70
69
68
67
66
65
64
63
58
59
62
60
61
54
55
56
57
21
22
23
24
42 41 40 39
38
37
36
474850515249
90
91
92
93
SITE LEGEND
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
SITE
VICINITY MAP
NTS
16
CUTHBERTSON RDGRAY B
Y
R
U
M
R
D
PINE OAK

R
D
SKI TR
AI
L
L
N
MI
L
L

P
O
N
D

D
R
ENVIRONMENTAL HEALTH LAND USE NOTE:
·ANY WELLS AND/OR ON-SITE WASTEWATER DISPOSAL SYSTEMS
DISCOVERED DURING THE SITE DEVELOPMENT PROCESS WILL BE
ABANDONED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA
LAWS AND RULES.
·NO ON-SITE WASTEWATER DISPOSAL SYSTEMS OR WELLS WERE
LOCATED.
PROPOSED USE:
SITE AREA:
UNIT COUNT:
LOT DENSITY:
TOWNHOMES
±43.547 AC
93
2.14 UNITS/AC
SITE DATA
PID:
EXISTING ZONING:
061-35-002
R-4(CZ)
MINIMUM SETBACKS
FRONT:
SIDE:
REAR:
CORNER:
20'
5' (APPLIES TO END UNITS ONLY)
25'
10'
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD, SUITE
275
CHARLOTTE, NC 28277
ATTN: SHANNON BOLING
[e-mail]
704. 972. 4205
WALTER ROBERT PFISTER & CHRISTINE L. PFISTER
ATTN: SHANNON BOLING
[e-mail]
704. 972. 4205
THE JOHN R. MCADAMS COMPANY
3430 TORINGDON WAY, SUITE 110
CHARLOTTE, NC 28277 704.527.0800
ATTN: MARC VAN DINE
[e-mail]
DEVELOPER/APPLICANT:
PROPERTY OWNER:
ENGINEER OF RECORD:
TREE-SAVE AREA PROVIDED:
OPEN SPACE:
AREA OF SITE IN 100-YR FLOODPLAIN:
ANTICIPATED START DATE:
ANTICIPATED FINISH DATE:
±6.18 AC
±31.3 AC
±22.84 AC
SEPTEMBER 2021
APRIL 2023
·THOUGH IT MAY NOT BE ILLUSTRATED, SHOWN, LISTED, DENOTED,
OR EXPRESSED: THIS PLAN SHALL COMPLY WITH ALL PROVISIONS OF
THE UNION COUNTY DEVELOPMENT ORDINANCE AT TIME OF REVIEW
AND APPROVAL
·ALL TOWNHOMES ARE TO BE SERVED BY COUNTY WATER AND
SEWER
SEE SHEET C0.00 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE
AND UTILITY NOTES
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-OAG1.dwg, 4/14/2021 10:34:40 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-OAG1
C3.00
1"=60'
OVERALL GRADING &
GRAPHIC SCALE
0 30 60 120
1 inch = 60 ft.
EXISTING
CUTHBERTSON ROAD
(PUBLIC R/W)ENCORE LANE(50' PUBLIC R/W)STREET 'A
'
(50' PUB
L
I
C

R
/
W
)
ST
R
E
E
T

'
B
'
(5
0
'

P
U
B
L
I
C

R
/
W
)
S
T
R
E
E
T

'
C
'
(
5
0
'

PU
B
L
I
C

R
/W
)
STORMWATER CONTROL
MEASURE "B"
(SEE C9.00 SHEETS)
10987654321
15
46
88
25
11 12 13 14
26
27
45 44 4387
86
89
16
17 18
19
20
28
29
30
31
32
33
34
35
81
82
83
84
85
80
79
78
77
76
75
74
73
72
71
70
69
68
67
66
65
64
63
58
59
62
60
61
54
21
22
23
24
42 41 40 39
38
37
36
474850515249
90
91
92
93
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
GRADING LEGEND
53
55
56
57
STORMWATER CONTROL
MEASURE "A"
(SEE C9.00 SHEETS)
STORM DRAINAGE PLAN
TREE PROTECTION NOTES:
·PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING TREES SHOWN ON
APPROVED PLANS AS BEING RETAINED TO MEET THE REQUIREMENTS OF THIS ARTICLE ARE
PROTECTED DURING THE CONSTRUCTION PROCESS FROM REMOVAL, DESTRUCTION, OR
INJURY. BEFORE ANY EXCAVATION TAKES PLACE ON THE SUBJECT SITE, A BARRIER MUST BE
ERECTED AROUND THE DRIP LINE OF ALL SUCH TREES SUFFICIENT TO PUT ON NOTICE ALL
CONSTRUCTION PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE DRIPLINE OF
SUCH TREES IS PROHIBITED, EXCEPT AS EXPRESSLY APPROVED BY THE ADMINISTRATOR.
REQUIRED TREE BARRIERS MUST BE SHOWN ON CONSTRUCTION PLANS
·FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE TIME THAT THE ROOT
PROTECTION ZONES ARE ESTABLISHED (PRIOR TO ROUGH GRADING) AND SHALL CONTINUE
INDEFINITELY. FOR PLANTED MATERIALS, MAINTENANCE SHALL BEGIN AT THE TIME OF
PLANTING AND SHALL CONTINUE INDEFINITELY
SITE LEGEND
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD, SUITE 275
CHARLOTTE, NC 28277
ATTN: SHANNON BOLING
[e-mail]
704. 972. 4205
WALTER ROBERT PFISTER & CHRISTINE L. PFISTER
ATTN: SHANNON BOLING
[e-mail]
704. 972. 4205
THE JOHN R. MCADAMS COMPANY
3430 TORINGDON WAY, SUITE 110
CHARLOTTE, NC 28277 704.527.0800
ATTN:MARC VAN DINE
[e-mail]
704.537.0800
DEVELOPER/APPLICANT:
PROPERTY OWNER:
ENGINEER OF RECORD:
ENVIRONMENTAL HEALTH LAND USE NOTE:
·ANY WELLS AND/OR ON-SITE WASTEWATER DISPOSAL SYSTEMS
DISCOVERED DURING THE SITE DEVELOPMENT PROCESS WILL BE
ABANDONED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA
LAWS AND RULES.
·NO ON-SITE WASTEWATER DISPOSAL SYSTEMS OR WELLS WERE
LOCATED.
SITE
VICINITY MAP
16
CUTHBERTSON RDGRAY B
Y
R
U
M
R
D
PINE OAK

R
D
SKI TR
AI
L
L
N
MI
L
L

P
O
N
D

D
R
NTS
10
CB-221
CB-222
CB-248
CB-220
CB-223
CB-224
JB-225
CB-246
CB-247
DI-249
CB-245
CB-219
CB-218
DI-226
CB-234
CB-233
CB-235
CB-214
CB-215
CB-244
CB-236
DI-231
DI-217
JB-216
CB-213
CB-237
DI-230
CB-238
DCB-239
CB-232
DI-240
CB-211
CB-212
CB-228
CB-229
CB-210
CB-227
CB-209
DI-203
CB-207
CB-208
DI-202
CB-206
EW-20030" RCP15" RCP
1
5
"

R
C
P24" RCP
2
4
"

R
C
P
24" RCP2
4
"

R
C
P
24" RC
P
24" RCP24" RCP18" RCP18" RCP18" RCP
18" RCP18" RCP
18" RCP
15" RC
P
15"

R
C
P
15" RCP
15" R
C
P
15" RCP 15" RCP
15
"

R
C
P
15" RCP1
5
"

R
C
P
15" RCP
1
5
"

R
C
P
15
"

R
C
P
1
5
"

R
C
P15" RCP15"
RCP
1
5
"

R
C
P
15" RCP15" RCP
15" RCP15" RCP 15" RCP15" RCP15" RCP15" RC
P
15" RCP15" RCP15" RCP15" RCPPAD:567.60
11
PAD:567.60
12
PAD:569.10
13
PAD:569.10
14
PAD:569.10
15
PAD:569.50
16
PAD:569.50
17
PAD:569.50
18
PAD:569.50
19
PAD:569.50
20
PAD:567.70
21
PAD:567.70
22
PAD:567.70
23
PAD:566.99
24
PAD:566.80
1
PAD:555.50
2
PAD:555.50
3
PAD:557.00
4
PAD:557.00
5
PAD:559.40
6
PAD:560.90
7
PAD:560.90
8
PAD:562.40
9
PAD:562.40
89
PAD:555.50
90
PAD:555.50
91
PAD:556.50
92
PAD:556.50
93
PAD:556.50
80
PAD:547.00
81
PAD:547.00
82
PAD:548.50
83
PAD:550.00
84
PAD:550.00
85
PAD:555.80
86
PAD:555.80
87
PAD:557.80
88
PAD:557.80
46
PAD:562.90
45
PAD:562.90
44
PAD:564.40
43
PAD:564.40
42
PAD:567.30
41
PAD:567.30
40
PAD:568.80
39
PAD:568.80
38
PAD:569.30
37
PAD:569.30
36
PAD:569.30
25
PAD:565.60
26
PAD:565.60
27
PAD:564.60
28
PAD:564.60
29
PAD:563.10
30
PAD:563.10
31
PAD:561.10
32
PAD:561.10
33
PAD:560.10
34
PAD:560.10
35
PAD:560.10
47
PAD:557.70
48
PAD:557.70
49
PAD:556.70
50
PAD:556.70
51
PAD:554.70
52
PAD:554.70
79
PAD:543.00
78
PAD:543.00
77
PAD:541.50
76
PAD:541.50
75
PAD:540.00
74
PAD:540.00
73
PAD:538.00
72
PAD:538.00
71
PAD:537.00
70
PAD:537.00
69
PAD:536.00
PAD:538.50
54
PAD:539.50
53
PAD:539.50
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-G1.dwg, 4/14/2021 10:35:11 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-G1
C3.01
1"=40'
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
ENCORE LANE
(50' PUBLIC R/W)
STREET '
A'
(50' PU
B
L
I
C
R
/
W
)
ST
R
E
E
T

'
B
'
(5
0
'

P
U
B
L
I
C

R
/
W
)
S
T
R
E
E
T

'
C
'
(
5
0
'

PU
B
L
I
C

R
/W
)
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
TREE PROTECTION NOTES:
·PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING TREES SHOWN ON APPROVED PLANS
AS BEING RETAINED TO MEET THE REQUIREMENTS OF THIS ARTICLE ARE PROTECTED DURING THE
CONSTRUCTION PROCESS FROM REMOVAL, DESTRUCTION, OR INJURY. BEFORE ANY EXCAVATION TAKES PLACE
ON THE SUBJECT SITE, A BARRIER MUST BE ERECTED AROUND THE DRIP LINE OF ALL SUCH TREES SUFFICIENT TO
PUT ON NOTICE ALL CONSTRUCTION PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE DRIPLINE OF
SUCH TREES IS PROHIBITED, EXCEPT AS EXPRESSLY APPROVED BY THE ADMINISTRATOR. REQUIRED TREE
BARRIERS MUST BE SHOWN ON CONSTRUCTION PLANS
·FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE TIME THAT THE ROOT PROTECTION ZONES
ARE ESTABLISHED (PRIOR TO ROUGH GRADING) AND SHALL CONTINUE INDEFINITELY. FOR PLANTED MATERIALS,
MAINTENANCE SHALL BEGIN AT THE TIME OF PLANTING AND SHALL CONTINUE INDEFINITELY
SITE
VICINITY MAP
16
CUTHBERTSON RDGRAY B
Y
R
U
M
R
D
PINE OAK

R
D
SKI TR
AI
L
L
N
MI
L
L

P
O
N
D

D
R
NTS
EXISTING
CUTHBERTSON ROAD
(PUBLIC R/W)SEE SHEET 3.02SEE SHEET C3.02
GRADING & STORM
DRAINAGE PLAN - SOUTH
GRADING LEGEND
SITE LEGEND
CB-213CB-211
CB-212
CB-228
CB-210
CB-227
CB-209
DI-203
CB-207
CB-208
DI-202
CB-206
CB-204
CB-205
DI-201
EW-20030" RCP15"
RCP
1
5
"

R
C
P
30" RCP
24" RCP
2
4
"

R
C
P
24" RCP2
4
"

R
C
P
24" RC
P
24"
RCP24" RCP15" RCP
15" R
C
P
15" RCP 15" RCP
15" RCP
80
PAD:547.00
81
PAD:547.00
82
PAD:548.50
83
48
PAD:557.70
49
PAD:556.70
50
PAD:556.70
51
PAD:554.70
52
DI-106
CB-103
JB-105
JB-104
CB-102 CB-101
EW-100
15" O-RING RCP
15" O-RING RCP
15" RCP15" RCP
15" RCP
15" R
C
P
DI-303
JB-302
JB-301
EW-30015" RCP15" RCP 15"
R
C
P
79
PAD:543.00
78
PAD:543.00
77
PAD:541.50
76
PAD:541.50
75
PAD:540.00
74
PAD:540.00
73
PAD:538.00
72
PAD:538.00
71
PAD:537.00
70
PAD:537.00
69
PAD:536.00
68
PAD:534.30
67
PAD:534.30
66
PAD:532.80
65
PAD:532.80
64
PAD:531.30
63
PAD:531.30
62
PAD:531.30
61
PAD:532.30
60
PAD:532.30
59
PAD:533.30
58
PAD:533.30
57
PAD:537.50
56
PAD:538.50
55
PAD:538.50
54
PAD:539.50
53
PAD:539.50
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-G1.dwg, 4/14/2021 10:35:25 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-G1
C3.02
1"=40'
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
GRADING LEGEND
STORMWATER CONTROL
MEASURE "A"
(SEE C9.00 SHEETS)
SITE LEGEND
SITE
VICINITY MAP
16
CUTHBERTSON RDGRAY B
Y
R
U
M
R
D
PINE OAK

R
D
SKI TR
AI
L
L
N
MI
L
L

P
O
N
D

D
R
NTS
ST
R
E
E
T

'
B
'
(5
0
'

P
U
B
L
I
C

R
/
W
)
STORMWATER CONTROL
MEASURE "B"
(SEE C9.00 SHEETS)SEE SHEET C3.01SEE SHEET C3.01
GRADING & STORM
DRAINAGE PLAN - NORTH
TREE PROTECTION NOTES:
·PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING TREES SHOWN ON
APPROVED PLANS AS BEING RETAINED TO MEET THE REQUIREMENTS OF THIS ARTICLE ARE
PROTECTED DURING THE CONSTRUCTION PROCESS FROM REMOVAL, DESTRUCTION, OR
INJURY. BEFORE ANY EXCAVATION TAKES PLACE ON THE SUBJECT SITE, A BARRIER MUST BE
ERECTED AROUND THE DRIP LINE OF ALL SUCH TREES SUFFICIENT TO PUT ON NOTICE ALL
CONSTRUCTION PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE DRIPLINE OF
SUCH TREES IS PROHIBITED, EXCEPT AS EXPRESSLY APPROVED BY THE ADMINISTRATOR.
REQUIRED TREE BARRIERS MUST BE SHOWN ON CONSTRUCTION PLANS
·FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE TIME THAT THE ROOT
PROTECTION ZONES ARE ESTABLISHED (PRIOR TO ROUGH GRADING) AND SHALL CONTINUE
INDEFINITELY. FOR PLANTED MATERIALS, MAINTENANCE SHALL BEGIN AT THE TIME OF
PLANTING AND SHALL CONTINUE INDEFINITELY
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-G2.dwg, 4/14/2021 10:35:45 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-G2
C3.03
N/A
STORM DRAINAGE
SCHEDULES
SD-100 SD-200 SD-300
ENCORE
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-P1-Roads.dwg, 4/14/2021 10:36:11 AM, Bernard, AndrewCLIENT REVISIONS
N0.DATE PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
The John R. McAdams Company, Inc.
www.mcadamsco.com
phone [phone]
fax [phone]
license number: C-0293, C-187
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
PLAN INFORMATION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
1"=40'/1"=4'
DWH19010-P1-Roads
CUTHBERTSON TOWNHOMES
CONSTRUCTION DRAWINGS
2219 CUTHBERTSON ROAD
WAXHAW, NORTH CAROLINA, 28173 C5.00
ENCORE LANE
STA. 10+00 THRU STA. 12+08.51
10
11
9
8
42
41
43
44
45
46
ENCORE LANE
(50' PUBLIC R/W)STREET 'A'(50' PUBLIC R/W)EXISTINGCUTHBERTSON ROAD(PUBLIC R/W)
STREET A
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-P1-Roads.dwg, 4/14/2021 10:36:27 AM, Bernard, AndrewCLIENT REVISIONS
N0.DATE PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
The John R. McAdams Company, Inc.
www.mcadamsco.com
phone [phone]
fax [phone]
license number: C-0293, C-187
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
PLAN INFORMATION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
1"=40'/1"=4'
DWH19010-P1-Roads
CUTHBERTSON TOWNHOMES
CONSTRUCTION DRAWINGS
2219 CUTHBERTSON ROAD
WAXHAW, NORTH CAROLINA, 28173 C5.01
STREET 'A'
STA. 10+00 THRU STA. 19+93.33ENCORE LANE(50' PUBLIC R/W)STREET 'A'
(50' PUBLIC

R
/
W
)
EXISTINGCUTHBERT
S
O
N

R
O
A
D
(PUBLIC R/
W
)STREET 'B'(50' PUBLIC R/W)STREET 'C
'
(50
'
PUB
L
IC
R
/W
)
1 2 3 4
5 6 7 8 9
10 11 12 13 14
15 16 17 18 19
20
21
22
23
24
25
36
373839404142
43444546
87
8889
90
91
92
93
STREET B
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-P1-Roads.dwg, 4/14/2021 10:36:43 AM, Bernard, AndrewCLIENT REVISIONS
N0.DATE PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
The John R. McAdams Company, Inc.
www.mcadamsco.com
phone [phone]
fax [phone]
license number: C-0293, C-187
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
PLAN INFORMATION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
1"=40'/1"=4'
DWH19010-P1-Roads
CUTHBERTSON TOWNHOMES
CONSTRUCTION DRAWINGS
2219 CUTHBERTSON ROAD
WAXHAW, NORTH CAROLINA, 28173 C5.02
STREET 'B'
STA. 10+00 THRU STA. 17+50STREET 'A'(50' PUBLIC R/W)
STREET 'B'
(50' PUBLI
C

R
/
W
)STREET 'C'(50' PUBLIC R/W)88
87
86
85
84 83 82 81 80
79 78 77
76 75 74 73
72
71
70
69
68
67
66
65
64
58
59
5756555453
52
46
45
44
43
STREET B
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-P1-Roads.dwg, 4/14/2021 10:36:57 AM, Bernard, AndrewCLIENT REVISIONS
N0.DATE PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
The John R. McAdams Company, Inc.
www.mcadamsco.com
phone [phone]
fax [phone]
license number: C-0293, C-187
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
PLAN INFORMATION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
1"=40'/1"=4'
DWH19010-P1-Roads
CUTHBERTSON TOWNHOMES
CONSTRUCTION DRAWINGS
2219 CUTHBERTSON ROAD
WAXHAW, NORTH CAROLINA, 28173 C5.03
STREET 'B'
STA. 17+50 THRU STA. 25+40.96
STREET 'B'
(50' PUBLIC R/W)
62616059
64 636566
STREET C
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-P1-Roads.dwg, 4/14/2021 10:37:13 AM, Bernard, AndrewCLIENT REVISIONS
N0.DATE PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
The John R. McAdams Company, Inc.
www.mcadamsco.com
phone [phone]
fax [phone]
license number: C-0293, C-187
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
PLAN INFORMATION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
1"=40'/1"=4'
DWH19010-P1-Roads
CUTHBERTSON TOWNHOMES
CONSTRUCTION DRAWINGS
2219 CUTHBERTSON ROAD
WAXHAW, NORTH CAROLINA, 28173 C5.04
STREET 'C'
STA. 10+00 THRU STA. 15+98.93STREET 'A'(50' PUBLIC R/W)
STREET 'C'
(50' PUBLI
C

R
/
W
)
20
21
22
23
24
25
26
27
28
29
30
31 32 33 34 35
41
40
39
38
37
36
47
48
49
50
51
52
STRE
E
T

'
D
'
(50'
P
U
B
L
I
C

R
/
W
)
C5.05
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-P2-LOS.dwg, 4/14/2021 10:37:36 AM, Bernard, AndrewCLIENT REVISIONS
N0.DATE PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
The John R. McAdams Company, Inc.
www.mcadamsco.com
phone [phone]
fax [phone]
license number: C-0293, C-187
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
PLAN INFORMATION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
1"=40'/1"=4'
DWH19010-P2-LOS
CUTHBERTSON TOWNHOMES
CONSTRUCTION DRAWINGS
2219 CUTHBERTSON ROAD
WAXHAW, NORTH CAROLINA, 28173 C5.05
LINGE OF SIGHT
INTERSECTION OF ENCORE LANE AND CUTHBERTSON RDENCORE LANE(50' PUBLIC R/W)EXISTING
CUTHBERTSON ROAD
(PUBLIC R/W)
INTERSECTION OF ENCORE LANE AND CUTHBERTSON RD
(POSTED SPEED LIMIT: 45 MPH)
C5.06
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-P2-LOS.dwg, 4/14/2021 10:37:49 AM, Bernard, AndrewCLIENT REVISIONS
N0.DATE PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
The John R. McAdams Company, Inc.
www.mcadamsco.com
phone [phone]
fax [phone]
license number: C-0293, C-187
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
PLAN INFORMATION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
1"=40'/1"=4'
DWH19010-P2-LOS
CUTHBERTSON TOWNHOMES
CONSTRUCTION DRAWINGS
2219 CUTHBERTSON ROAD
WAXHAW, NORTH CAROLINA, 28173 C5.06
LINGE OF SIGHT
INTERSECTION OF STREET 'A' AND CUTHBERTSON RDSTREET 'A'(50' PUBLIC R/W)EXISTING
CUTHBERTSON ROAD
(PUBLIC R/W)
INTERSECTION OF STREET 'A' AND CUTHBERTSON RD
(POSTED SPEED LIMIT: 45 MPH)
C5.07
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-P2-LOS.dwg, 4/14/2021 10:37:59 AM, Bernard, AndrewCLIENT REVISIONS
N0.DATE PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
The John R. McAdams Company, Inc.
www.mcadamsco.com
phone [phone]
fax [phone]
license number: C-0293, C-187
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
PLAN INFORMATION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
1"=40'/1"=4'
DWH19010-P2-LOS
CUTHBERTSON TOWNHOMES
CONSTRUCTION DRAWINGS
2219 CUTHBERTSON ROAD
WAXHAW, NORTH CAROLINA, 28173 C5.07
LINGE OF SIGHT
INTERSECTION OF ENCORE LANE AND STREET 'A'
INTERSECTION OF ENCORE LANE AND STREET 'A'
(POSTED SPEED LIMIT: 25 MPH)ENCORE LANE(50' PUBLIC R/W)STREET 'A'
(50' PUBLIC R/W)
C5.08
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-P2-LOS.dwg, 4/14/2021 10:38:08 AM, Bernard, AndrewCLIENT REVISIONS
N0.DATE PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
The John R. McAdams Company, Inc.
www.mcadamsco.com
phone [phone]
fax [phone]
license number: C-0293, C-187
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
PLAN INFORMATION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
1"=40'/1"=4'
DWH19010-P2-LOS
CUTHBERTSON TOWNHOMES
CONSTRUCTION DRAWINGS
2219 CUTHBERTSON ROAD
WAXHAW, NORTH CAROLINA, 28173 C5.08
LINGE OF SIGHT
INTERSECTION OF STREET 'B' AND STREET 'A'
INTERSECTION OF STREET 'B' AND STREET 'A'
(POSTED SPEED LIMIT: 25 MPH)STREET 'B'(50' PUBLIC R/W)STREET 'A'
(50' PUBLIC R/W)
C5.09
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-P2-LOS.dwg, 4/14/2021 10:38:18 AM, Bernard, AndrewCLIENT REVISIONS
N0.DATE PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
The John R. McAdams Company, Inc.
www.mcadamsco.com
phone [phone]
fax [phone]
license number: C-0293, C-187
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
PLAN INFORMATION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
1"=40'/1"=4'
DWH19010-P2-LOS
CUTHBERTSON TOWNHOMES
CONSTRUCTION DRAWINGS
2219 CUTHBERTSON ROAD
WAXHAW, NORTH CAROLINA, 28173 C5.09
LINGE OF SIGHT
INTERSECTION OF STREET 'C' AND STREET 'A'
INTERSECTION OF STREET 'C' AND STREET 'A'
(POSTED SPEED LIMIT: 25 MPH)
S
T
R
E
E
T

'
C
'
(
5
0
'

P
U
B
L
I
C

R
/W
)
STREET '
A'
(50' PU
B
LI
C
R
/
W
)
C5.10
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-P2-LOS.dwg, 4/14/2021 10:38:29 AM, Bernard, AndrewCLIENT REVISIONS
N0.DATE PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
The John R. McAdams Company, Inc.
www.mcadamsco.com
phone [phone]
fax [phone]
license number: C-0293, C-187
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
PLAN INFORMATION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
1"=40'/1"=4'
DWH19010-P2-LOS
CUTHBERTSON TOWNHOMES
CONSTRUCTION DRAWINGS
2219 CUTHBERTSON ROAD
WAXHAW, NORTH CAROLINA, 28173 C5.10
LINGE OF SIGHT
INTERSECTION OF STREET 'C' AND STREET 'B'
INTERSECTION OF STREET 'C' AND STREET 'B'
(POSTED SPEED LIMIT: 25 MPH)STREET 'C'(50' PUBLIC R/W)STREET 'D'
(50' PUBLIC R/W)
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-OAEC1.dwg, 4/14/2021 10:38:50 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-OAEC1
C6.00
1"=60'
OVERALL EROSION &
GRAPHIC SCALE
0 30 60 120
1 inch = 60 ft.
EXISTING
CUTHBERTSON ROAD
(PUBLIC R/W)
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
SEDIMENT CONTROL PLAN
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD, SUITE 275
CHARLOTTE, NC 28277
ATTN: SHANNON BOLING
[e-mail]
704. 972. 4205
WALTER ROBERT PFISTER & CHRISTINE L. PFISTER
ATTN: SHANNON BOLING
[e-mail]
704. 972. 4205
THE JOHN R. MCADAMS COMPANY
3430 TORINGDON WAY, SUITE 110
CHARLOTTE, NC 28277 704.527.0800
ATTN:MARC VAN DINE
[e-mail]
704.537.0800
DEVELOPER/APPLICANT:
PROPERTY OWNER:
ENGINEER OF RECORD:
ENVIRONMENTAL HEALTH LAND USE NOTE:
·ANY WELLS AND/OR ON-SITE WASTEWATER DISPOSAL SYSTEMS
DISCOVERED DURING THE SITE DEVELOPMENT PROCESS WILL BE
ABANDONED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA
LAWS AND RULES.
·NO ON-SITE WASTEWATER DISPOSAL SYSTEMS OR WELLS WERE
LOCATED.
SITE
VICINITY MAP
16
CUTHBERTSON RDGRAY B
Y
R
U
M
R
D
PINE OAK

R
D
SKI TR
AI
L
L
N
MI
L
L

P
O
N
D

D
R
NTS
STAGE I
SB-A
DA=4.50 AC
SB-B
DA=3.32 AC
SB-C
DA=1.00 AC
SB-D
DA=1.60 AC
SB-E
DA=0.50 AC
SB-F
DA=1.39 AC
SB-G
DA=1.85 AC
SB-H
DA=10.00 AC
DRAINAGE AREA NOTE:
ALL SKIMMER BASINS ARE SIZED FOR THE
MAXIMUM DRAINAGE AREA THAT WILL DRAIN
TO THE BASIN DURING CONSTRUCTION
SEE SHEET C0.00 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE
AND UTILITY NOTES
EROSION CONTROL LEGEND
GRADING LEGEND
SITE LEGEND
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-EC1.dwg, 4/14/2021 10:39:15 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-EC1
1"=40'
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
SITE
VICINITY MAP
16
CUTHBERTSON RDGRAY B
Y
R
U
M
R
D
PINE OAK

R
D
SKI TR
AI
L
L
N
MI
L
L

P
O
N
D

D
R
NTS
EXISTING
CUTHBERTSON ROAD
(PUBLIC R/W)SEE SHEET C6.02SEE SHEET C6.02
SITE LEGEND
SEE SHEET C0.00 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE
AND UTILITY NOTES
C6.01
OVERALL EROSION &
SEDIMENT CONTROL PLAN
STAGE I- S
GRADING LEGEND
EROSION CONTROL LEGEND
SB-A
(SEE SUMMARY TABLE
ON SHEET C6.10)
SB-B
(SEE SUMMARY TABLE
ON SHEET C6.10)
SB-C
(SEE SUMMARY TABLE
ON SHEET C6.10)
SB-D
(SEE SUMMARY TABLE
ON SHEET C6.10)
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-EC1.dwg, 4/14/2021 10:39:28 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-EC1
1"=40'
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
SITE
VICINITY MAP
16
CUTHBERTSON RDGRAY B
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SEE SHEET C6.01SEE SHEET C6.01 C6.02
OVERALL EROSION &
SEDIMENT CONTROL PLAN
STAGE I - N
SITE LEGEND
SEE SHEET C0.00 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE
AND UTILITY NOTES
GRADING LEGEND
EROSION CONTROL LEGEND
SB-E
(SEE SUMMARY TABLE
ON SHEET C6.10)
SB-F
(SEE SUMMARY TABLE
ON SHEET C6.10)
SB-G
(SEE SUMMARY TABLE
ON SHEET C6.10)
SB-H
(SEE SUMMARY TABLE
ON SHEET C6.10)
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-OAEC2.dwg, 4/14/2021 10:39:50 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-OAEC2
C6.03
1"=60'
OVERALL EROSION &
GRAPHIC SCALE
0 30 60 120
1 inch = 60 ft.
EXISTING
CUTHBERTSON ROAD
(PUBLIC R/W)
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
SEDIMENT CONTROL PLAN
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD, SUITE 275
CHARLOTTE, NC 28277
ATTN: SHANNON BOLING
[e-mail]
704. 972. 4205
WALTER ROBERT PFISTER & CHRISTINE L. PFISTER
ATTN: SHANNON BOLING
[e-mail]
704. 972. 4205
THE JOHN R. MCADAMS COMPANY
3430 TORINGDON WAY, SUITE 110
CHARLOTTE, NC 28277 704.527.0800
ATTN:MARC VAN DINE
[e-mail]
704.537.0800
DEVELOPER/APPLICANT:
PROPERTY OWNER:
ENGINEER OF RECORD:
ENVIRONMENTAL HEALTH LAND USE NOTE:
·ANY WELLS AND/OR ON-SITE WASTEWATER DISPOSAL SYSTEMS
DISCOVERED DURING THE SITE DEVELOPMENT PROCESS WILL BE
ABANDONED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA
LAWS AND RULES.
·NO ON-SITE WASTEWATER DISPOSAL SYSTEMS OR WELLS WERE
LOCATED.
SITE
VICINITY MAP
16
CUTHBERTSON RDGRAY B
Y
R
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PINE OAK

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SKI TR
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L
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D
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NTS
STAGE II
EROSION CONTROL LEGEND
GRADING LEGEND
SB-A
SB-B
SB-C
SB-D
SB-E
SB-F
SB-G
SB-H
SITE LEGEND
SEE SHEET C0.00 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE
AND UTILITY NOTES
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-EC2.dwg, 4/14/2021 10:40:15 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-EC2
1"=40'
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
SITE
VICINITY MAP
16
CUTHBERTSON RDGRAY B
Y
R
U
M
R
D
PINE OAK

R
D
SKI TR
AI
L
L
N
MI
L
L

P
O
N
D

D
R
NTS
EXISTING
CUTHBERTSON ROAD
(PUBLIC R/W)SEE SHEET C6.05SEE SHEET C6.05
C6.04
OVERALL EROSION &
SEDIMENT CONTROL PLAN
STAGE II - S
SB-A
SB-B
SB-C
SB-D
SITE LEGEND
SEE SHEET C0.00 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE
AND UTILITY NOTES
GRADING LEGEND
EROSION CONTROL LEGEND
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-EC2.dwg, 4/14/2021 10:40:28 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-EC2
1"=40'
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
SITE
VICINITY MAP
16
CUTHBERTSON RDGRAY B
Y
R
U
M
R
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PINE OAK

R
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SKI TR
AI
L
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N
MI
L
L

P
O
N
D

D
R
NTS
SEE SHEET C6.04SEE SHEET C6.04 C6.05
OVERALL EROSION &
SEDIMENT CONTROL PLAN
STAGE II - N
SB-E
SB-F
SB-G
SB-H
SITE LEGEND
SEE SHEET C0.00 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE
AND UTILITY NOTES
GRADING LEGEND
EROSION CONTROL LEGEND
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-OAEC3.dwg, 4/14/2021 10:40:51 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-OAEC3
C6.06
1"=60'
OVERALL EROSION &
GRAPHIC SCALE
0 30 60 120
1 inch = 60 ft.
EXISTING
CUTHBERTSON ROAD
(PUBLIC R/W)
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
SEDIMENT CONTROL PLAN
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD, SUITE 275
CHARLOTTE, NC 28277
ATTN: SHANNON BOLING
[e-mail]
704. 972. 4205
WALTER ROBERT PFISTER & CHRISTINE L. PFISTER
ATTN: SHANNON BOLING
[e-mail]
704. 972. 4205
THE JOHN R. MCADAMS COMPANY
3430 TORINGDON WAY, SUITE 110
CHARLOTTE, NC 28277 704.527.0800
ATTN:MARC VAN DINE
[e-mail]
704.537.0800
DEVELOPER/APPLICANT:
PROPERTY OWNER:
ENGINEER OF RECORD:
ENVIRONMENTAL HEALTH LAND USE NOTE:
·ANY WELLS AND/OR ON-SITE WASTEWATER DISPOSAL SYSTEMS
DISCOVERED DURING THE SITE DEVELOPMENT PROCESS WILL BE
ABANDONED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA
LAWS AND RULES.
·NO ON-SITE WASTEWATER DISPOSAL SYSTEMS OR WELLS WERE
LOCATED.
SITE
VICINITY MAP
16
CUTHBERTSON RDGRAY B
Y
R
U
M
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PINE OAK

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MI
L
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P
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N
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D
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NTS
STAGE III
STORMWATER CONTROL
MEASURE "B"
(SEE C9.00 SHEETS)
STORMWATER CONTROL
MEASURE "A"
(SEE C9.00 SHEETS)
SEE SHEET C0.00 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE
AND UTILITY NOTES
GRADING LEGEND SITE LEGEND
EROSION CONTROL LEGEND
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-EC3.dwg, 4/14/2021 10:41:16 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-EC3
1"=40'
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
SITE
VICINITY MAP
16
CUTHBERTSON RDGRAY B
Y
R
U
M
R
D
PINE OAK

R
D
SKI TR
AI
L
L
N
MI
L
L

P
O
N
D

D
R
NTS
EXISTING
CUTHBERTSON ROAD
(PUBLIC R/W)SEE SHEET C6.08SEE SHEET C6.08
GRADING LEGEND SITE LEGEND
SEE SHEET C0.00 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE
AND UTILITY NOTES
C6.07
OVERALL EROSION &
SEDIMENT CONTROL PLAN
STAGE III - S
EROSION CONTROL LEGEND
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-EC3.dwg, 4/14/2021 10:41:28 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-EC3
1"=40'
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
STORMWATER CONTROL
MEASURE "A"
(SEE C9.00 SHEETS)
SITE
VICINITY MAP
16
CUTHBERTSON RDGRAY B
Y
R
U
M
R
D
PINE OAK

R
D
SKI TR
AI
L
L
N
MI
L
L

P
O
N
D

D
R
NTS
STORMWATER CONTROL
MEASURE "B"
(SEE C9.00 SHEETS)SEE SHEET C6.07SEE SHEET C6.07 C6.08
OVERALL EROSION &
SEDIMENT CONTROL PLAN
STAGE III - N
GRADING LEGEND
SITE LEGEND
SEE SHEET C0.00 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE
AND UTILITY NOTES
EROSION CONTROL LEGEND
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-EC4.dwg, 4/14/2021 10:41:51 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-EC4
C6.09
N / A
EROSION & SEDIMENTCONTROL DETAILS
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-EC4.dwg, 4/14/2021 10:42:01 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-EC4
C6.10
N / A
EROSION & SEDIMENTCONTROL DETAILS
A
B
C
D
E
F
G
4.50
3.32
1.00
1.60
0.50
1.39
1.85
4.50
3.32
1.00
1.60
0.50
1.39
1.85
20.5
15.1
4.5
7.3
2.3
6.3
8.4
8100
5976
1800
2880
900
2502
3330
12864
9052
3142
3928
1246
4213
5523
6650
4910
1480
2360
740
2050
2730
7268
5088
1912
2485
902
2656
3207
1
1
1
1
1
1
1
2
2
2
2
2
2
2
3.5
3.5
3.5
3.5
3.5
4.0
3.5
20
15
10
10
10
10
10
1.5
1.5
1.5
1.5
1.5
2.0
1.5
5
5
5
5
5
5
5
2
2
2
2
2
2
2
1.75
1.75
1
1.25
0.75
1
1.25
G 10.0 10.0 45.4 18000 20336 14780 14898 1 2 4.0 30 2.0 10 2.5 2.5
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-EC4.dwg, 4/14/2021 10:42:16 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-EC4
C6.11
N / A
EROSION & SEDIMENTCONTROL DETAILS
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-D1.dwg, 4/14/2021 10:42:42 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-D1
C8.00
N / A
SITE DETAILS
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-D1.dwg, 4/14/2021 10:42:52 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-D1
C8.01
N / A
STORM DRAINAGE
DETAILS
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-D1.dwg, 4/14/2021 10:43:01 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-D1
C8.02
N / A
STORM DRAINAGE
DETAILS
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-SWA.dwg, 4/14/2021 10:43:29 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-SWA
N / A
C9.01
MEASURE "A" DETAILS
STORMWATER CONTROL
NOTES:
1. REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING)
THE DAM EMBANKMENT ONCE FINAL GRADES (AS SHOWN ON THE GRADING
PLAN) HAVE BEEN ESTABLISHED WITH COMPACTED FILL. PRIOR TO TOPSOIL
INSTALLATION, THE CONTRACTOR SHALL SCARIFY THE TOP 2- TO 3-INCHES OF THE
BERMN SECTION TO PROMOTE BONDING OF THE TOPSOIL WITH THE COMPACTED
FILL. THE TOPSOIL DEPTH SHALL RANGE FROM 3- TO 4-INCHES ON THE DAM
EMBANKMENT.
PERMANENT DAM CROSS SECTION
N.T.S.
N.T.S.
RISER JOINT CONNECTION DETAIL
N.T.S.
PERMANENT OUTLET STRUCTURE DETAILS
NOTES:
1. CONCRETE ANTI-FLOTATION BLOCK TO BE PROVIDED WITH MINIMUM TEMPERATURE
AND SHRINKAGE STEEL REINFORCEMENT.
2. TRASH RACKS NOT SHOWN FOR CLARITY.
3. THE NUMBER OF GUIDES FOR THE VALVE STEM SHALL BE DETERMINED IN THE FIELD BY
THE CONTRACTOR. THE VALVE STEM MUST BE OPERABLE FROM THE TOP OF THE RISER
VIA THE HANDWHEEL WITH AN INSIGNIFICANT AMOUNT OF PLAY IN THE VALVE STEM.
4. CONTRACTOR SHALL PROVIDE A JOINT IN THE OUTLET BARREL NO MORE THAN 5-FT FROM
THE RISER.
WET POND
CROSS SECTION
RISER TRASH RACK DETAIL
N.T.S.
36" CONCRETE COLLAR DETAIL
N.T.S.
NOTES:
1.ALL REBAR TO BE #4 REBAR.
2.ALL REBAR AND ANGLES TO BE HOT-DIPPED GALVANIZED AND BE PROVIDED WITH AN EPOXY COATING.
3.THE HOT-DIPPED, GALVANIZED 2"x2"x1/4" ANGLES SHALL BE WELDED TO THE REBAR TRASH RACK. ONCE WELDED,
THE ENTIRE ASSEMBLY SHALL BE PLACED ONTO THE RISER WITH ANGLES SITTING DIRECTLY ON TOP OF RISER.
4.CONTRACTOR SHALL ANCHOR THE TRASH RACK TO MANHOLE WALL WITH FOUR 4"x1/4" CONCRETE ANCHOR BOLTS
THROUGH ANGLES.
5.CONTRACTOR SHALL OMIT OR ADJUST REBAR AS NECESSARY TO ALLOW FOR CONCRETE COLLAR.
6.ACCESS HATCH SHALL ALIGN WITH STEPS IN RISER.
NOTES:
1.ALL REBAR TO BE #4 REBAR.
2.WRAP OUTSIDE OF PIPE WITH VOLCLAY WATERSTOP-RX® 101 (OR PRE-APPROVED EQUIVALENT) AT THE FACE OF THE PRECAST STRUCTURE
WALL. PROVIDE 6" OVER LAP ON THE BOTTOM OF THE PIPE.
FRONT VIEW SIDE VIEW
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-SWA.dwg, 4/14/2021 10:43:36 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-SWA
N / A
C9.02
STORMWATER CONTROL
MEASURE "A" DETAILS
6"Ø EMERGENCY DIP DRAIN TRASHRACK DETAILS
N.T.S.
N.T.S.
OUTLET BARREL VELOCITY DISSIPATOR
PLAN SECTION A-A
NOTES:
1.A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND SOIL
FOUNDATION. THE FILTER BLANKET WILL CONSIST OF A MINIMUM 4" THICK LAYER
OF STONE (NCDOT #57) UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR APPROVED
EQUIVALENT
N.T.S.
SIPHON OUTLET DETAIL
N.T.S.
RISER BARREL/CRADLE CONNECTION DETAIL
TOP VIEW SIDE VIEW
SPILLWAY FILTER DETAIL
N.T.S.
N.T.S.
36" CONCRETE CRADLE DETAIL
BARREL PIPE FLOWABLE FILL CRADLE
CONSTRUCTION SEQUENCE
1. CONSTRUCT FORMWORK FOR FLOWABLE FILL CRADLE ON EXISTING GRADE.
2. EXCAVATE TRENCH FOR CRADLE AND BARREL PER DIMENSIONS ON DRAWINGS.
3. PLACE BARREL PIPE ON CONCRETE BLOCKS TO GRADE. CONTRACTOR SHALL WRAP JOINTS WITH 2-FT WIDE STRIPS OF FABRIC AT THIS
STEP.
4. PLACE FLOWABLE FILL FOR CRADLE FOR EACH SECTION FROM ONE SIDE OF THE TRENCH. ALLOW FLOWABLE FILL TO FILL ENTIRE AREA
UNDER PIPE AND PIPE HAUNCHES AS TO LEAVE NO VOIDS UNDER THE PIPE BEFORE PLACING FLOWABLE FILL ON THE OPPOSITE SIDE OF THE
TRENCH. PLACE ENTIRE CRADLE AS ONE LIFT (VERTICALLY) PER DRAWINGS.
5. FLOWABLE FILL CRADLE MAY BE ELIMINATED PER RECOMMENDATION FROM THE ON-SITE GEOTECHNICAL ENGINEER. ANY DEVIATION
FROM THIS DETAIL SHALL BE SUBMITTED TO AND REVIEWED BY THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. IF THE CRADLE IS
ELIMINATED, THEN A LETTER FROM AN NC PE CERTIFYING THAT ALL SOIL MATERIAL UNDER, AROUND, AND ABOVE THE BARREL PIPE MEETS
THE BERM MATERIAL SPECIFICATIONS STATED ON SHEET C9.00 IS REQUIRED.
6. ALLOW CRADLE TO CURE FOR A MINIMUM OF 7 DAYS BEFORE ANY VIBRATING COMPACTION EQUIPMENT IS USED IN THE VICINITY OF THE
BARREL PIPE.
7. TRENCH TO BE BACKFILLED IN 5" LIFTS WHEN COMPACTION IS BY HAND. BACKFILL IS IN 8" LIFTS WHEN CONDUCTED BY MACHINE.
MINIMUM OF 2 FEET COVER MUST BE PRESENT ON 24"Ø RCP BEFORE DRIVING OVER WITH HEAVY EQUIPMENT.
N / A
C9.101
STORMWATER CONTROL
MEASURE "B" DETAILS
PERMANENT DAM CROSS SECTION A-A
N.T.S.
15"Ø RCP INV. OUT EL. = 516.15
NOTES:
1. REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING) THE DAM EMBANKMENT
ONCE FINAL GRADES (AS SHOWN ON THE GRADING PLAN) HAVE BEEN ESTABLISHED WITH COMPACTED
FILL. PRIOR TO TOPSOIL INSTALLATION, THE CONTRACTOR SHALL SCARIFY THE TOP 2- TO 3-INCHES OF
THE BERMN SECTION TO PROMOTE BONDING OF THE TOPSOIL WITH THE COMPACTED FILL. THE
TOPSOIL DEPTH SHALL RANGE FROM 3- TO 4-INCHES ON THE DAM EMBANKMENT.
CONCRETE
ANTI-FLOTATION BLOCK
CONTRACTOR SHALL FORM INVERT OF
RISER STRUCTURE TO DRAIN POSITIVELY
TO INVERT OF OUTLET BARREL USING
NON-SHRINK GROUT
A DOUBLE LAYER OF NON-WOVEN
GEOTEXTILE FABRIC SHALL BE PLACED
AROUND EACH JOINT OF 15"Ø O-RING RCP
BARREL IN 2' WIDE STRIPS CENTERED ON JOINT.
32 LF CLASS III 15"Ø O-RING RCP (ASTM C76-LATEST) @ 2.03%
FLOW
TOP OF DAM EL. = 523.00
WQV STORM EL. = 520.54
15"Ø CLASS III O-RING RCP
INV. = 516.15
APPROXIMATE LOCATION OF
EXISTING GROUND
100-YEAR STORM EL. = 521.24
TRASH RACK
(SEE DETAIL
SHEET C9.102)
1" THICK JOINT
FILLER MATERIAL
NOTE: PRIOR TO CONSTRUCTION, THE ONSITE GEOTECHNICAL ENGINEER SHALL VERIFY THE FILTRATION AND PERMEABILITY ASPECTS OF
THE PROPOSED SAND FILTER MATERIALS. SPECIAL ATTENTION SHALL BE PAID TO PREVENT MIGRATION OF FINER SOIL PARTICLES
THROUGH UNDERLYING GRAVEL LAYERS.
MATERIAL SPECIFICATIONS/ TEST
METHOD SIZE NOTES
SAND CLEAN AASHTO-M-6 OR ASTM-C-33
CONCRETE SAND
0.02" TO 0.04"SAND SUBSTITUTIONS SUCH AS DIABASE AND
GRAYSTONE #10 ARE NOT ACCEPTABLE. NO
CALCIUM CARBONATE OR DOLOMITIC SAND
SUBSTITUTIONS ARE ACCEPTABLE. NO "ROCK
DUST" CAN BE USED FOR SAND.
UNDERDRAIN GRAVEL AASHTO-M-43 0.375" TO 0.75"
GEOTEXTILE FILTER FABRIC ASTM-D-4833 (PUNCTURE
STRENGTH-125LB)
ASTM-D-4632 (TENSILE
STRENGTH-300LB)
0.08" THICK
EQUIVALENT OPENING
SIZE OF #80 SIEVE
MUST MAINTAIN 125 GPM PER SQ. FT. FLOW
RATE. GEOTEX 117F - WOVEN MONOFILAMENT
GEOTEXTILE OR APPROVED EQUIVALENT.
UNDERDRAIN PIPING F 758, TYPE PS 25 OR
AASHTO-M-252
6" SCHEDULE 40 OR SDR
35 SMOOTH WALL PVC
3/8" PERFORATIONS @ 6" ON CENTER, 4 HOLES
PER ROW. MINIMUM OF 4" OF GRAVEL OVER
PIPES
EACH OBSERVATION WELL/CLEANOUT SHALL INCLUDE THE FOLLOWING:
1.FOR AN UNDERGROUND FLUSH MOUNTED OBSERVATION WELL/CLEANOUT, PROVIDE A TUBE MADE OF
NON-CORROSIVE MATERIAL, SCHEDULE 40 OR EQUAL, AT LEAST THREE FEET LONG WITH AN INSIDE
DIAMETER OF AT LEAST 6 INCHES.
2.THE TUBE SHALL HAVE A FACTORY ATTACHED CAST IRON OR HIGH IMPACT PLASTIC COLLAR WITH RIBS TO
PREVENT ROTATION WHEN REMOVING SCREW TOP LID. THE SCREW TOP LID SHALL BE CAST IRON OR HIGH
IMPACT PLASTIC THAT WILL WITHSTAND ULTRAVIOLET RAYS.
*ABOVE DETAIL PROVIDED AS SCHEMATIC SCREW TOP P.V.C. WELL CAP ONLY
N.T.S.
EL. 520.54
EL. 520.00
EL. VARIES
1" MIN.
EL. 519.00
19" MIN
12"
7" MIN
6" PONDING DEPTH
SAND FILTER MATERIAL SPECIFICATIONS SAND FILTER CROSS SECTION CLEANOUT DETAIL
N.T.S.N.T.S.
6"Ø PERFORATED SCHEDULE 40
OR SDR 35 SMOOTH WALL PVC
UNDERDRAIN PIPE
(PER AASHTO M252)WOVEN GEOTEXTILE
FILTER FABRIC
6"Ø SOLID SCHEDULE 40 OR
SDR 35 SMOOTH WALL PVC
PIPE SEAL GASKET
PANELLA TYPE CLEANOUT WITH
COUNTERSUNK HEAD
SCREW TOP LID*
FINISHED GRADE
SAND MEDIA
NON-WOVEN GEOTEXTILE FILTER FABRIC
WASHED #57 STONE OR
APPROVED EQUIVALENT
1
2
1
2
FLOW TO OUTLET STRUCTURE
6" MIN #57
WASHED STONE
TOP OF SAND MEDIA = 520.00
1% MINIMUM SLOPE
2 FT
SAND FILTER PROFILE VIEW
N.T.S.
RIPRAP BERM
NCDOT CLASS 'B' RIPRAP
D50 = 8"
PROPOSED GRADE
THE UNDERDRAIN COLLECTION SYSTEM SHOULD BE EQUIPPED WITH 6"Ø MINIMUM
PERFORATED SCHEDULE 40 OR SDR 35 SMOOTH WALL PVC. PERFORATIONS SHALL BE
PER AASHTO M278 FOR PVC PIPE, AASHTO M252 DOUBLE WALL HDPE PIPE, OR BE
3
8-INCH IN DIAMETER SPACED 3 INCHES ON CENTER ALONG 2 LONGITUDINAL ROWS
THAT ARE SPACED 90° APART. THE PIPES SHALL HAVE A MINIMUM SLOPE OF 0.50%
AND A MAXIMUM SPACING OF 10 FEET ON CENTER.
TOP OF RIPRAP BERM
ELEV = 522.00
SAND-BASED
BERMUDA SOD TO BE
INSTALLED IN THE
PRETREATMENT AREA
FILTER BLANKET TO BE INSTALLED BETWEEN THE RIP
RAP AND SOIL FOUNDATION. THE FILTER BLANKET
WILL CONSIST OF A MINIMUM 4" THICK LAYER OF
STONE (#57) UNDERLAIN WITH MIRAFI FILTER
WEAVE 700 OR APPROVED EQUIVALENT
6"Ø SOLID WALL PVC CLEANOUTS (TYP.)
SHALL HAVE A SECURELY FASTENED WATERPROOF CAP
AND BE A MINIMUM OF 3" ABOVE THE SAND LAYER.
THE CLEANOUTS SHALL BE CONNECTED TO THE 6"Ø
PERFORATED SCHEDULE 40 OR SDR 35 SMOOTH WALL
PVC UNDERDRAIN PIPES WITH A WYE-SECTION.
FILTER MEDIA
(SEE CROSS SECTION AND
SPECIFICATIONS
PROVIDED)
6"Ø @ 0.50% PERFORATED SCHEDULE
40 OR SDR 35 SMOOTH WALL PVC
THE TOP OF THE SAND FILTER MEDIA
MUST BE PROTECTED. USE A FILTER
FABRIC WITH A LAYER OF WASHED #2
STONE ON TOP.
FILTER FABRIC
TOP OF MEDIA = 520.00
THE TOP OF THE SAND FILTER MEDIA
MUST BE PROTECTED. USE A FILTER
FABRIC WITH A LAYER OF WASHED #2
STONE ON TOP.
TOP OF RISER EL. = 521.00
15"Ø RCP TOP OF PIPE = 517.60
1
3
5 FT COMPACTED BERM SECTION
(SEE BERM AND SOIL COMPACTION
SPECIFICATIONS ON SHEET C9.100)
PROPOSED GRADE
5 FT. WIDE MINIMUM
KEY TRENCH (SEE BERM AND SOIL COMPACTION
SPECIFICATIONS, DETAIL SHEET C9.100)
KEY TRENCH TO BE PROVIDED PER THE DIRECTION OF THE
SITE GEOTECHNICAL ENGINEER
2.0' (MIN)
CONCRETE CRADLE
(SEE DETAIL ON SHEET C9.103)
SPILLWAY FILTER
(SEE DETAIL
SHEET C9.103)
15" CLASS III
O-RING RCP
INVERT EL. = 515.50
ENDWALL PER NCDOT STD. 700.25
(SEE DETAIL ON SHEET C9.102)
VELOCITY DISSIPATOR
NCDOT CLASS 'A' RIPRAP
MINIMUM DIMENSIONS
5'L X 3.3'W X 12" THICK
D50 = 3"
TO BE LINED WITH GEOTEXTILE
FABRIC OR EQUIVALENT
(SEE DETAIL SHEET C9.103)
NOTES:
1. REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING) THE DAM EMBANKMENT
ONCE FINAL GRADES (AS SHOWN ON THE GRADING PLAN) HAVE BEEN ESTABLISHED WITH COMPACTED
FILL. PRIOR TO TOPSOIL INSTALLATION, THE CONTRACTOR SHALL SCARIFY THE TOP 2- TO 3-INCHES OF
THE BERMN SECTION TO PROMOTE BONDING OF THE TOPSOIL WITH THE COMPACTED FILL. THE
TOPSOIL DEPTH SHALL RANGE FROM 3- TO 4-INCHES ON THE DAM EMBANKMENT.
CONCRETE COLLAR
(TO BE CONSTRUCTED IN
THE FIELD BY THE
CONTRACTOR, SEE DETAIL
SHEET C9.102)
10' WIDE EMERGENCY SPILLWAY
BERM IS NOT USED FOR
MAINTENANCE ACCESS. REFER TO
SHEET C9.100 FOR ACCESS
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-SWB.dwg, 4/14/2021 10:44:07 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-SWB
3
1
N / A
C9.102
STORMWATER CONTROL
MEASURE "B" DETAILS
MAINTENANCE ACCESS STEPS
N.T.S.
PERMANENT OUTLET STRUCTURE DETAILS
N.T.S.
N.T.S.
RISER TRASH RACK DETAIL
NOTES:
1.ALL REBAR TO BE #4 REBAR.
2.ALL REBAR AND ANGLES TO BE HOT-DIPPED GALVANIZED AND BE PROVIDED
WITH AN EPOXY COATING.
3.THE HOT-DIPPED, GALVANIZED 2"x2"x1/4" ANGLES SHALL BE WELDED TO THE
REBAR TRASH RACK. ONCE WELDED, THE ENTIRE ASSEMBLY SHALL BE PLACED
ONTO THE RISER WITH ANGLES SITTING DIRECTLY ON TOP OF RISER.
4.CONTRACTOR SHALL ANCHOR THE TRASH RACK TO MANHOLE WALL WITH
FOUR 4"x1/4" CONCRETE ANCHOR BOLTS THROUGH ANGLES.
5.CONTRACTOR SHALL OMIT OR ADJUST REBAR AS NECESSARY TO ALLOW FOR
CONCRETE COLLAR.
6.ACCESS HATCH SHALL ALIGN WITH STEPS IN RISER.
N.T.S.
CONCRETE COLLAR DETAIL
FRONT VIEW SIDE VIEW
PROVIDE TRASH RACK
ACROSS WEIR
CONCRETE
ANTI-FLOTATION
BLOCK
CONTRACTOR SHALL FORM INVERT
OF RISER STRUCTURE TO DRAIN
POSITIVELY TO INVERT OF OUTLET
BARREL USING NON-SHRINK GROUT
CONCRETE COLLAR
(TO BE CONSTRUCTED IN THE FIELD
BY THE CONTRACTOR, SEE DETAIL)
15"Ø O-RING
RCP
PRECASTER SHALL PROVIDE A
BLOCK OUT FOR THE
15"Ø O-RING RCP
INVERT EL. = 518.29
CONCRETE ANTI-FLOTATION BLOCK
FLOW
TOP OF RISER EL. = 521.00
15"Ø O-RING
RCP
FLOW
15"Ø O-RING
RCP
CONCRETE COLLAR
(TO BE CONSTRUCTED IN
THE FIELD BY THE CONTRACTOR,
SEE DETAIL )
20"
0.50'
7.02
PRECASTER SHALL PROVIDE A
BLOCK OUT FOR THE 15"Ø O-RING
RCP
1" THICK JOINT FILLER MATERIAL
CONTRACTOR SHALL PROVIDE STEPS IN
ACCORDANCE WITH NCDOT STD. 840.66.
STEPS SHALL BE PLACED AT 16" O.C.
AND SHALL LINE UP WITH ACCESS HATCH.
CONTRACTOR SHALL PROVIDE STEPS IN
ACCORDANCE WITH NCDOT STD. 840.66.
STEPS SHALL BE PLACED AT 16" O.C.
AND SHALL LINE UP WITH ACCESS
HATCH.
4.85'
7.00'5.00'
1.00'
1.00'
7.00'
5'1.00'1.00'
N.T.S.
RISER JOINT CONNECTION DETAIL
3.0"
1
2"Ø GRADE 8 STAINLESS
STEEL CONCRETE LAG
SCREW
12" X 4" X 1
2"
GALVANIZED STEEL
STRAP (4 PER RISER
JOINT)
6"
NOTES:
1. CONCRETE ANTI-FLOTATION BLOCK TO BE PROVIDED WITH MINIMUM TEMPERATURE AND SHRINKAGE STEEL
REINFORCEMENT.
2. TRASH RACKS NOT SHOWN FOR CLARITY.
3. THE NUMBER OF GUIDES FOR THE VALVE STEM SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR.
THE VALVE STEM MUST BE OPERABLE FROM THE TOP OF THE RISER VIA THE HANDWHEEL WITH AN
INSIGNIFICANT AMOUNT OF PLAY IN THE VALVE STEM.
4. CONTRACTOR SHALL PROVIDE A JOINT IN THE OUTLET BARREL NO MORE THAN 5-FT FROM THE RISER.
6"Ø PERFORATED SCHEDULE 40 OR SDR 35 SMOOTH WALL
PVC UNDERDRAIN PIPE @ 0.50% SLOPE (MIN.) (PER
AASHTO M252) FROM SAND FILTER (TYP.)
6"Ø PERFORATED SCHEDULE 40 OR
SDR 35 SMOOTH WALL PVC
UNDERDRAIN PIPE (PER AASHTO
M252)FROM SAND FILTER
6"Ø PERFORATED SCHEDULE 40 OR SDR 35
SMOOTH WALL PVC UNDERDRAIN PIPE
(PER AASHTO M252)FROM SAND FILTER
CONTRACTOR SHALL TIE SKIMMER PIPE
INTO OPENING DURING CONSTRUCTON
4'
OUTLET ENDWALL DETAILS
N.T.S.
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-SWB.dwg, 4/14/2021 10:44:17 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-SWB
N / A
C9.103
STORMWATER CONTROL
MEASURE "B" DETAILS
1" THICK JOINT
FILLER MATERIAL
15"Ø O-RING RCP
15"Ø O-RING RCP
CONCRETE ANTI-FLOTATION
BLOCK
1" THICK JOINT
FILLER MATERIAL
CONCRETE
ANTI-FLOTATION
BLOCK
FLOW
FLOW
1" THICK JOINT
FILLER MATERIAL
CONCRETE COLLAR
(SEE DETAIL
SHEET C9.02)
NOTES:
1. CONTRACTOR SHALL PROVIDE A JOINT IN THE OUTLET BARREL NO MORE THAN
5-FT FROM THE RISER.
TOP VIEW SIDE VIEW
N.T.S.
RISER BARREL/CRADLE CONNECTION DETAIL
SPILLWAY FILTER DETAIL
NO. 67 WASHED STONE ENCASED IN
NON-WOVEN FILTER FABRIC (MIRAFI
180N OR EQUIVALENT)
1' MIN.
1' MIN.
ENDWALL PER
NCDOT STD. 838.80
15"Ø RCP
FLOW
PROPOSED GRADE
15"Ø RCP
4'-0"
NO. 67 WASHED STONE
ENCASED IN NON-WOVEN
FILTER FABRIC (MIRAFI 180N
OR EQUIVALENT)
17.5" O.D.
7'-7"
ENDWALL PER NCDOT STD. 838.80
NOTE: 4" WEEPHOLES TO BE PROVIDED WITH VARMIT
GUARD ON DOWNSTREAM SIDE AND GALVANIZED
HARDWARE CLOTH ON UPSTREAM SIDE (1 4" MAXIMUM
OPENINGS)
3'3'
59"
NO. 67 WASHED STONE ENCASED IN
NON-WOVEN FILTER FABRIC (MIRAFI
180N OR EQUIVALENT)
ENDWALL PER
NCDOT STD.
838.80
(2) 4" PERFORATED, CORRUGATED HDPE PIPE
(DOUBLE-WALL SMOOTH BORE HDPE TYPE "S" OR
ENGINEER APPROVED EQUIVALENT)
(2) 4" PERFORATED, CORRUGATED HDPE
PIPE (DOUBLE-WALL SMOOTH BORE
HDPE TYPE "S" OR ENGINEER APPROVED
EQUIVALENT)
(2) 4" PERFORATED, CORRUGATED
HDPE PIPE (DOUBLE-WALL SMOOTH
BORE HDPE TYPE "S" OR ENGINEER
APPROVED EQUIVALENT)
6" MIN.
NOTES:
1.A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND
SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST OF A
MINIMUM 4" THICK LAYER OF STONE (NCDOT #57) UNDERLAIN WITH
MIRAFI FILTER WEAVE 700 OR ENGINEER APPROVED EQUIVALENT
2.HAVILAND DRAINAGE PRODUCTS 4" ALUMINUM ANIMAL GUARD
ITEM NUMBER 40160420 (OR ENGINEER APPROVED EQUIVALENT) TO
BE INSTALLED AT OUTLET OF 4" HDPE PIPES.
15"Ø RCP
N.T.S.
OUTLET BARREL VELOCITY DISSIPATOR
PLAN SECTION A-A
NOTES:
1.A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. THE FILTER BLANKET
WILL CONSIST OF A MINIMUM 4" THICK LAYER OF STONE (NCDOT #57) UNDERLAIN WITH MIRAFI FILTER
WEAVE 700 OR APPROVED EQUIVALENT
24" CONCRETE CRADLE DETAIL
N.T.S.
18" (TYP.)
3" COVER (MIN.) TO
OUTSIDE OF #3 TIE
BAR (TYP.)
18" C/C
(TYP.)
3" FROM BOTTOM OF CRADLE TO
CENTER OF #6 REBAR
#6 REBAR (GRADE 60)
#3 REBAR TIES (U-BARS) SPACED AT 10
FT. ON CENTER
1. IF OPTION 9.1 IS CHOSEN FROM NOTE 9 OF THE CONSTRUCTION SEQUENCE SHOWN ON SHEET C9.100, THEN BRING
GRADE OF DAM EMBANKMENT TO SPRINGLINE OF PIPE ELEVATION. IF OPTION 9.2 IS CHOSEN FROM NOTE 9 OF THE
CONSTRUCTION SEQUENCE, THEN CONSTRUCT FORMWORK FOR CONCRETE CRADLE ON EXISTING GRADE.
2. IF OPTION 9.1 IS CHOSEN FROM NOTE 9 OF THE CONSTRUCTION SEQUENCE SHOWN ON SHEET C9.100, THEN EXCAVATE
TRENCH FOR CRADLE AND BARREL PER DIMENSIONS ON DRAWINGS. IF OPTION 9.2 IS CHOSEN FROM NOTE 9 OF THE
CONSTRUCTION SEQUENCE, PROCEED TO STEP 3 BELOW.
3. PLACE REINFORCING STEEL AND JOINT FILLER MATERIAL PER DRAWINGS. ALL REINFORCING STEEL SHALL HAVE A
MINIMUM OF 3" OF CONCRETE COVER (INCLUDING TIES).
4. PLACE BARREL PIPE ON CONCRETE BLOCKS TO GRADE. CONTRACTOR SHALL WRAP JOINTS WITH 2-FT WIDE STRIPS OF
FABRIC AT THIS STEP.
5. POUR CONCRETE FOR CRADLE FOR EACH SECTION FROM ONE SIDE OF THE TRENCH. ALLOW CONCRETE TO FILL ENTIRE
AREA UNDER PIPE AND PIPE HAUNCHES AS TO LEAVE NO VOIDS UNDER THE PIPE BEFORE POURING ON THE OPPOSITE SIDE
OF THE TRENCH. POUR ENTIRE CRADLE AS ONE LIFT (VERTICALLY) PER DRAWINGS.
6. CONCRETE SHALL BE FINISHED "ROUGH" SO AS TO ACHIEVE A MORE ADEQUATE BOND BETWEEN THE CONCRETE IN THE
CRADLE AND THE FIRST LIFT OF STRUCTURAL FILL.
7. ALLOW CRADLE TO CURE FOR A MINIMUM OF 7 DAYS BEFORE ANY VIBRATING COMPACTION EQUIPMENT IS USED IN
THE VICINITY OF THE BARREL PIPE.
NOTES:
1. ALL TIE BARS (U-BARS) ARE #3 (AS LABELED) REBAR (GRADE 60) SPACED AT 10 FT. CENTER TO CENTER ALONG THE LENGTH OF THE
CRADLE.
2. MAINTAIN A MIN. COVER OF 3" OF CONCRETE (TO THE OUTSIDE OF THE REBAR) FOR ALL REINFORCEMENT.
3. TRENCH TO BE BACKFILLED IN 4" LIFTS WHEN COMPACTION IS BY HAND. BACKFILL IS IN 6" LIFTS WHEN CONDUCTED BY MACHINE.
MINIMUM OF 2 FEET COVER MUST BE PRESENT ON 15"Ø RCP BEFORE DRIVING OVER WITH HEAVY EQUIPMENT.
4. REINFORCED CONCRETE CRADLE MAY BE REPLACED PER RECOMMENDATION FROM THE ON-SITE GEOTECHNICAL ENGINEER. ANY
DEVIATION FROM THIS DETAIL SHALL BE SUBMITTED TO AND REVIEWED BY THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION.
5. TESTING SHALL BE PERFORMED BY THE ON-SITE GEOTECHNICAL ENGINEER. A SLUMP TEST SHALL BE PERFORMED PRIOR TO
PLACEMENT OF THE CRADLE. COMPRESSIVE STRENGTH TESTS SHALL BE PERFORMED TO ENSURE COMPLIANCE WITH SPECIFICATIONS
LISTED TO THE RIGHT.
BARREL PIPE CRADLE MATERIAL SPECIFICATIONS
CONCRETE
·COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS (SEE NOTE #5)
·SHALL BE PLACED ON A 2- TO 2.5-INCH SLUMP (SEE NOTE #5)
·APPROVED MIX DESIGN
·4-6% AIR ENTRAINED
·MAXIMUM MIX TO POUR TIME OF 90 MINUTES
·FOUR CYLINDERS SHALL BE PREPARED FOR TESTING FOR EACH LIFT. ONE
SHALL BE TESTED AT SEVEN DAYS, TWO AT 28 DAYS, AND THE FOURTH
SHALL BE HELD FOR 54 DAYS.
·A MINIMUM OF 3" OF CONCRETE COVER ON ALL STEEL IS REQUIRED
(INCLUDING TIES).
·CONCRETE TO BE VIBRATED VERTICALLY. WET CONCRETE SHALL NOT BE
MOVED HORIZONTALLY WITH THE VIBRATOR.
BARREL PIPE CONCRETE CRADLE CONSTRUCTION SEQUENCE
STEEL
·ALL STEEL TO BE GRADE 60.
·ALL STEEL SHALL BE FREE OF RUST OR OTHER DEBRIS THAT MIGHT PREVENT
BONDING TO THE CONCRETE.
·ALL STEEL SHALL BE BENT WITH A MINIMUM RADIUS OF 3DB (1.13" FOR #3)
AS SHOWN ON THE DRAWINGS.
·THE #6 BARS IN THE CONCRETE CRADLE SHALL BE SPLICED WITH A MINIMUM
OVERLAP OF 32". THE SPLICES SHALL BE SPACED SUCH THAT NO TWO SPLICES
OCCUR WITHIN THE SAME LENGTH OF PIPE.
15"Ø O-RING RCP
54" MIN
8.00"
(MIN.)
13.50"
1
1
(MIN.)
1
1
12" MIN.
5.94"
C/C (TYP.)
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY MVD
DRAWN BY AJB/JBW
SCALE
DATE 04.14.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-SWB.dwg, 4/14/2021 10:44:27 AM, Bernard, AndrewThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-SWB
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04.07.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-LS1.dwg, 4/12/2021 11:35:58 AM, Powell, BethThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-LS1
ANL
BAP
LS1.00
1"=40'
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
LANDSCAPE PLAN -
OVERALL
SITE LEGEND
LANDSCAPE CALCULATIONS
STREET TREES
OVERALL
TREES
REQUIRED: 105
PROVIDED: 106
ENCORE LANE 300 LF
TREES
REQUIRED: 6 (1/50 LF)
PROVIDED:6
STREET 'A' 1986 LF
TREES
REQUIRED: 40 (1/50 LF)
PROVIDED:40
STREET 'B' 1798 LF
TREES
REQUIRED: 36 (1/50 LF)
PROVIDED:36
STREET 'C'1134 LF
TREES
REQUIRED: 23 (1/50 LF)
PROVIDED:24
PERIMETER BUFFER
CUTHBERTSON ROAD FRONTAGE
VARIABLE WIDTH BUFFER YARD
SHADE TREES
PROVIDED: 10
ORNAMENTAL TREES
PROVIDED:57
EVERGREEN TREES
PROVIDED:57
SHRUBS
PROVIDED:193
GRAPHIC SCALE
0 30 60 120
1 inch = 60 ft.
EXISTING
CUTHBERTSON ROAD
(PUBLIC R/W)ENCORE LANE(50' PUBLIC R/W)STREET 'A'
(50' PUBLIC R/W)
ST
R
E
E
T

'
B
'
(5
0
'

P
U
B
L
I
C

R
/
W
)
S
T
R
E
E
T

'
C
'
(
5
0
'

P
U
B
L
I
C

R
/W
)
STORMWATER CONTROL
MEASURE "A"
STORMWATER
CONTROL
MEASURE "B"
SB-A
540
SB-B
537
SB-C
541
SB-D
539
SB-H
516.0
0
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04.07.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-LS1.dwg, 4/12/2021 11:36:07 AM, Powell, BethThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-LS1
ANL
BAP
LS1.01
1"=40'
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
STREET 'A'
(50' PUBLIC R/W)
ST
R
E
E
T

'
B
'
(5
0
'

P
U
B
L
I
C

R
/
W
)
S
T
R
E
E
T

'
C
'
(
5
0
'

PU
B
L
I
C

R
/W
)
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
TREE PROTECTION NOTES:
·PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING TREES SHOWN ON APPROVED PLANS
AS BEING RETAINED TO MEET THE REQUIREMENTS OF THIS ARTICLE ARE PROTECTED DURING THE
CONSTRUCTION PROCESS FROM REMOVAL, DESTRUCTION, OR INJURY. BEFORE ANY EXCAVATION TAKES PLACE
ON THE SUBJECT SITE, A BARRIER MUST BE ERECTED AROUND THE DRIP LINE OF ALL SUCH TREES SUFFICIENT TO
PUT ON NOTICE ALL CONSTRUCTION PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE DRIPLINE OF
SUCH TREES IS PROHIBITED, EXCEPT AS EXPRESSLY APPROVED BY THE ADMINISTRATOR. REQUIRED TREE
BARRIERS MUST BE SHOWN ON CONSTRUCTION PLANS
·FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE TIME THAT THE ROOT PROTECTION ZONES
ARE ESTABLISHED (PRIOR TO ROUGH GRADING) AND SHALL CONTINUE INDEFINITELY. FOR PLANTED MATERIALS,
MAINTENANCE SHALL BEGIN AT THE TIME OF PLANTING AND SHALL CONTINUE INDEFINITELY
EXISTING
CUTHBERTSON ROAD
(PUBLIC R/W)SEE SHEET LS1.02SEE SHEET LS1.02
LANDSCAPE PLAN -
SOUTHENCORE LANE(50' PUBLIC R/W)SITE LEGEND
SB-D
539
SB-E
517
SB-F
521.0
SB-G
518.0
0
SB-H
516.0
0
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04.07.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-LS1.dwg, 4/12/2021 11:36:11 AM, Powell, BethThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-LS1
ANL
BAP
LS1.02
1"=40'
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
STORMWATER CONTROL
MEASURE "A"
(SEE C9.00 SHEETS)ST
R
E
E
T

'
B
'
(5
0
'

P
U
B
L
I
C

R
/
W
)
STORMWATER CONTROL
MEASURE "B"
(SEE C9.00 SHEETS)SEE SHEET LS1.01SEE SHEET LS1.01
LANDSCAPE PLAN -
NORTH
TREE PROTECTION NOTES:
·PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING TREES SHOWN ON
APPROVED PLANS AS BEING RETAINED TO MEET THE REQUIREMENTS OF THIS ARTICLE ARE
PROTECTED DURING THE CONSTRUCTION PROCESS FROM REMOVAL, DESTRUCTION, OR
INJURY. BEFORE ANY EXCAVATION TAKES PLACE ON THE SUBJECT SITE, A BARRIER MUST BE
ERECTED AROUND THE DRIP LINE OF ALL SUCH TREES SUFFICIENT TO PUT ON NOTICE ALL
CONSTRUCTION PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE DRIPLINE OF
SUCH TREES IS PROHIBITED, EXCEPT AS EXPRESSLY APPROVED BY THE ADMINISTRATOR.
REQUIRED TREE BARRIERS MUST BE SHOWN ON CONSTRUCTION PLANS
·FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE TIME THAT THE ROOT
PROTECTION ZONES ARE ESTABLISHED (PRIOR TO ROUGH GRADING) AND SHALL CONTINUE
INDEFINITELY. FOR PLANTED MATERIALS, MAINTENANCE SHALL BEGIN AT THE TIME OF
PLANTING AND SHALL CONTINUE INDEFINITELY
SITE LEGEND
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04.07.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-LS1.dwg, 4/12/2021 11:36:14 AM, Powell, BethThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-LS1
ANL
BAP
LS1.03
1"=40'
LANDSCAPE NOTES
AND DETAILS
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
GENERAL LANDSCAPE NOTES:
1.ANY DEVIATION FROM THE PLANTS, SHRUBS OR TREES SELECTED WILL REQUIRE APPROVAL FROM UNION COUNTY PLANNING - URBAN FORESTRY.
2.FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE TIME THAT THE ROOT PROTECTION ZONES ARE ESTABLISHED (PRIOR TO ROUGH GRADING) AND SHALL CONTINUE INDEFINITELY. FOR PLANTED
MATERIALS, MAINTENANCE SHALL BEGIN AT THE TIME OF PLANTING AND SHALL CONTINUE INDEFINITELY.
3.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH UNION COUNTY AND THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
4.CONTRACTOR IS RESPONSIBLE FOR THE SITE INSPECTION BEFORE LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS.
5.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BEFORE BEGINNING DEMOLITION OR INSTALLATION.
6.CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE NOTES, SPECIFICATIONS, DRAWINGS OR SITE CONDITIONS FOR RESOLUTION PRIOR TO INSTALLATION.
7.ANY DAMAGE TO UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
8.THIS PLAN IS FOR PLANTING PURPOSES ONLY. FOR INFORMATION REGARDING BUILDINGS, GRADING, WALLS, ETC., REFER TO ARCHITECTURE, SITE AND GRADING PLANS.
9.VERIFICATION OF TOTAL PLANT QUANTITIES AS SHOWN IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
THE LANDSCAPE ARCHITECT.
10.CONTRACTOR TO ENSURE PROPER STABILIZATION AND SEEDING OF THE SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS.
11.LANDSCAPE MATERIAL SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM DAMAGE, INSECTS AND DISEASES. MATERIAL SHALL
EQUAL OR SURPASS #1 QUALITY AS DEFINED IN THE CURRENT ISSUE OF “AMERICAN STANDARD FOR NURSERY STOCK” AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION.
12.ALL PLANT MATERIAL IS TO BE CAREFULLY HANDLED BY THE ROOT BALL, NOT THE TRUNK, BRANCHES AND/OR FOLIAGE OF THE PLANT. MISHANDLED PLANT MATERIAL MAY BE REJECTED BY THE LANDSCAPE
ARCHITECT.
13.ALL PLANT MATERIAL IS TO BE WELL ROOTED, NOT ROOT BOUND, SUCH THAT THE ROOT BALL REMAINS INTACT THROUGHOUT THE PLANTING PROCESS. DEFICIENT PLANT MATERIAL MAY BE REJECTED BY THE
LANDSCAPE ARCHITECT OR OWNER.
14.ALL PLANTS TO BE A MINIMUM OF WHAT IS SPECIFIED IN THE PLANT SCHEDULE. ANY CHANGES OR SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND GOVERNING JURISDICTION PRIOR TO
ANY HOLE BEING DUG.
15.CONTRACTOR TO COORDINATE WITH OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT TO ESTABLISH THE EXTENTS OF MULCH/SEED/SOD IF NOT SPECIFICALLY SHOWN ON PLANS.
16.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL PLANTING AREAS.
17.PROPOSED TREES TO BE PLANTED A MINIMUM 10 FEET FROM ANY LIGHT POLE AS MEASURED FROM TRUNK OF THE TREE TO THE POLE.
18.PROPOSED TREES TO BE PLANTED A MINIMUM 5 FEET FROM ANY FIRE HYDRANT AS MEASURED FROM TRUNK OF THE TREE TO THE HYDRANT.
19.CONTRACTOR SHALL COMPLETE SOIL TEST IN ALL PLANTING AREAS TO DETERMINE SOIL AMENDMENT REQUIREMENTS UNLESS WAIVED BY OWNER'S REPRESENTATIVE. CONTRACTOR SHALL ADJUST PH AND
FERTILITY BASED UPON THE SOIL TEST RESULTS.
20.TOPSOIL SHALL BE FREE OF MATERIAL LARGER THAN 1.0 INCH IN DIAMETER OR LENGTH AND SHALL NOT CONTAIN SLAG, CINDERS, STONES, LUMPS OF SOIL, STICKS, ROOTS, TRASH, CHEMICAL RESIDUES, OR OTHER
EXTRANEOUS MATERIAL.
21.APPLY SOIL AMENDMENTS AND FERTILIZERS AS REQUIRED BY THE SOIL TEST RESULTS TO ACHIEVE A HEALTHY GROWING MEDIA AND MIX THOROUGHLY INTO TOP 4 INCHES OF SOIL. SPREAD PLANTING SOIL MIX TO
A DEPTH OF 6 INCHES BUT NOT LESS THAN REQUIRED TO MEET FINISH GRADES AFTER NATURAL SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY WET.
22.IF IMPORTED TOPSOIL IS REQUIRED, THE SUBGRADE SHALL BE SCARIFIED OR TILLED TO A DEPTH OF AT LEAST 6 INCHES PRIOR TO INSTALLATION OF IMPORTED TOPSOIL. FOLLOWING INSTALLATION OF IMPORTED
TOPSOIL, THE TOPSOIL SHALL BE TILLED TO INTEGRATE THE SOIL PROFILES.
23.ALL TREE PLANTINGS SHALL BE MULCHED TO A DEPTH OF 3 INCHES, AND WITH A MINIMUM 4 FOOT RADIUS FROM BASE OF TREE OR TO DRIPLINE. MULCH SHALL BE FREE OF TRASH AND MAINTAINED WEED FREE.
MULCH SHALL NOT COVER THE ROOT FLARE. CONFIRM MULCH SPECIFICATIONS WITH OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT.
24.PLANT MATERIALS ARE TO BE GUARANTEED FOR A PERIOD OF 12 MONTHS. PLANT MATERIALS WHICH REMAIN UNHEALTHY WILL BE REPLACED BY THE LANDSCAPE CONTRACTOR BEFORE THE EXPIRATION OF THE
GUARANTEE PERIOD OR IMMEDIATELY IF SO DIRECTED BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT.
25.DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY. PROTECT BARK, BRANCHES, AND ROOT SYSTEMS FROM SUN SCALD, DRYING, SWEATING, WHIPPING, AND OTHER HANDLING AND TYING DAMAGE. DO NOT
BEND OR BIND-TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DESTROY THEIR NATURAL SHAPE. PROVIDE PROTECTIVE COVERING OF EXTERIOR PLANTS DURING DELIVERY. DO NOT DROP EXTERIOR PLANTS
DURING DELIVERY AND HANDLING.
26.DELIVER EXTERIOR PLANTS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED AND INSTALL IMMEDIATELY. IMMEDIATELY AFTER UNLOADING, STAND THE TREES UP TO REDUCE THE RISK OF SUN SCALD.
PROPERLY STAGED TREES ARE STANDING, UNTIED AND SPACED. UNLESS IMMEDIATELY INSTALLED, SET EXTERIOR PLANTS AND TREES IN SHADE, PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP
ROOTS MOIST.
27.SEE LANDSCAPE DETAILS FOR TREE STAKING REQUIREMENTS.
28.EXCAVATE EDGES OF ALL PLANTING BEDS TO 2 INCH DEPTH TO FORM A NEAT AND CRISP DEFINITION.
29.CONTRACTOR SHALL REMOVE DEBRIS AND FINE GRADE ALL PLANTING AREAS PRIOR TO INSTALLATION.
30.REMOVE GUY WIRES AND STAKES AT END OF WARRANTY PERIOD OR ESTABLISHMENT.
31.FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INCH OF FINISH ELEVATION. ROLL AND RAKE,
REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISHED GRADING TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE.
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04.07.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-LS1.dwg, 4/12/2021 11:36:22 AM, Powell, BethThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-LS1
ANL
BAP
LS1.04
1"=40'
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
TREE PROTECTION NOTES:
·PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING TREES SHOWN ON APPROVED PLANS
AS BEING RETAINED TO MEET THE REQUIREMENTS OF THIS ARTICLE ARE PROTECTED DURING THE
CONSTRUCTION PROCESS FROM REMOVAL, DESTRUCTION, OR INJURY. BEFORE ANY EXCAVATION TAKES PLACE
ON THE SUBJECT SITE, A BARRIER MUST BE ERECTED AROUND THE DRIP LINE OF ALL SUCH TREES SUFFICIENT TO
PUT ON NOTICE ALL CONSTRUCTION PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE DRIPLINE OF
SUCH TREES IS PROHIBITED, EXCEPT AS EXPRESSLY APPROVED BY THE ADMINISTRATOR. REQUIRED TREE
BARRIERS MUST BE SHOWN ON CONSTRUCTION PLANS
·FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE TIME THAT THE ROOT PROTECTION ZONES
ARE ESTABLISHED (PRIOR TO ROUGH GRADING) AND SHALL CONTINUE INDEFINITELY. FOR PLANTED MATERIALS,
MAINTENANCE SHALL BEGIN AT THE TIME OF PLANTING AND SHALL CONTINUE INDEFINITELYSTREET 'A'(50' PUBLIC R/W)EXISTING
CUTHBERTSON ROAD
(PUBLIC R/W)
TREE INVENTORYENCORE LANE(50' PUBLIC R/W)SITE LEGEND
ENLARGEMENT 1
EXISTING TREES SUMMARY TREE LEGEND
ENLARGEMENT 1 CONT.
ENLARGEMENT 2 - EAST
ENLARGEMENT 1 - WEST ENLARGEMENT 2 - EASTENLARGEMENT 1 - WESTENLARGEMENT 2
TREE#SPECIES DBHPLAN LOCATION TREE#SPECIES DBHPLAN LOCATION
TREE LEGEND
CLIENT
REVISIONS
PROJECT NO.DWH-19010
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04.07.2021
N0.DATE
Y:\Projects\DWH\DWH-19010\04-Production\Engineering - Townhomes\Construction Drawings\Current Drawings\DWH19010-LS1.dwg, 4/12/2021 11:36:27 AM, Powell, BethThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293, C-187
Charlotte, NC 28277
CUTHBERTSON TOWNHOMESCONSTRUCTION DRAWINGS2219 CUTHBERTSON ROADWAXHAW, NORTH CAROLINA, 28173SHEET
PLAN INFORMATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
DAVID WEEKLEY HOMES - CHARLOTTE DIVISION
11430 NORTH COMMUNITY HOUSE ROAD
SUITE 275, CHARLOTTE, NC 28277
PHONE: [phone]
DWH19010-LS1
ANL
BAP
LS1.05
1"=40'
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
TREE PROTECTION NOTES:
·PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING TREES SHOWN ON APPROVED PLANS
AS BEING RETAINED TO MEET THE REQUIREMENTS OF THIS ARTICLE ARE PROTECTED DURING THE
CONSTRUCTION PROCESS FROM REMOVAL, DESTRUCTION, OR INJURY. BEFORE ANY EXCAVATION TAKES PLACE
ON THE SUBJECT SITE, A BARRIER MUST BE ERECTED AROUND THE DRIP LINE OF ALL SUCH TREES SUFFICIENT TO
PUT ON NOTICE ALL CONSTRUCTION PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE DRIPLINE OF
SUCH TREES IS PROHIBITED, EXCEPT AS EXPRESSLY APPROVED BY THE ADMINISTRATOR. REQUIRED TREE
BARRIERS MUST BE SHOWN ON CONSTRUCTION PLANS
·FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE TIME THAT THE ROOT PROTECTION ZONES
ARE ESTABLISHED (PRIOR TO ROUGH GRADING) AND SHALL CONTINUE INDEFINITELY. FOR PLANTED MATERIALS,
MAINTENANCE SHALL BEGIN AT THE TIME OF PLANTING AND SHALL CONTINUE INDEFINITELY
EXISTING
CUTHBERTSON ROAD
(PUBLIC R/W)
TREE MITIGATIONENCORE LANE(50' PUBLIC R/W)SITE LEGEND
ENLARGEMENT 2
ENLARGEMENT 1
TREES REMOVED SUMMARY
ENLARGEMENT 2
CEDAR TOTAL DBH REMOVED 112
125% OF REMOVED DBH 140
PROVIDED MITIGATION DBH 142
MITIGATION TREES *
JUNIPERUS VIRGINIANA / EASTERN RED CEDAR
JUNIPERUS VIRGINIANA 'IDYLLWILD' / IDYLLWILD RED CEDAR
6' HT. MIN.
QTY 57
TREE MITIGATION SUMMARY
TREE#SPECIES DBHPLAN LOCATION
CHERRY TOTAL DBH REMOVED 24
125% OF REMOVED DBH 30
PROVIDED MITIGATION DBH 36
MITIGATION TREES *
AMELANCHIER ARBOREA / DOWNY SERVICEBERRY
MALUS SARGENTII 'FIREBIRD' / SARGENT CRAB APPLE
2" CAL. MIN.
6' HT. MIN.
QTY 18
SWEET GUM TOTAL DBH REMOVED 12
125% OF REMOVED DBH 15
PROVIDED MITIGATION DBH 15
MITIGATION TREES
LIQUIDAMBAR STYRACIFLUA / SWEET GUM
2.5" CAL. MIN.
8' HT. MIN.
QTY 6
OAK TOTAL DBH REMOVED 124
125% OF REMOVED DBH 155
PROVIDED MITIGATION DBH 155
MITIGATION TREES *
QUERCUS LYRATA / OVERCUP OAK
QUERCUS PHELLOS / WILLOW OAK
QUERCUS SHUMARDII / SHUMARD OAK
CARPINUS BETULUS 'FASTIGIATA' / PYRAMIDAL
HORNBEAM
CLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE' /
SKYLINE THORNLESS HONEY LOCUST
SALIX BABYLONICA / WEEPING WILLOW
2.5" CAL. MIN.
8' HT. MIN.
QTY 61
ENLARGEMENT 2 - EAST
ENLARGEMENT 1 - WEST ENLARGEMENT 2 - EASTENLARGEMENT 1 - WESTSTREET 'A'(50' PUBLIC R/W)* PORTIONS OF THE TREE MITIGATION AREA ALONG
CUTHBERTSON ROAD ARE WITHIN A 30' OVERHEAD
POWERLINE EASEMENT. PLANTINGS WITHIN THE
EASEMENT ARE REQUIRED TO REMAIN 15' MAX.
HEIGHT. NATIVE TREE SPECIES ARE USED TO THE
EXTENT POSSIBLE. SELECTED CULTIVARS OR
VARIETIES ARE SIMILAR TO INVENTORIED SPECIES
WHERE POWER EASEMENT LIMITS PLANT HEIGHT.