NCC201157_ESC Approval Submitted (3)_20200320

1 2 3 4 5
DRAWING INDEX
LOCATION MAP
SCALE: 1 "=2,000'
Dewberr.y
GENERAL
TO.01 COVER SHEET
CIVIL
E
CO.01 GENERAL NOTES
CO.02 NC-GO1 DETAILS
CO.03 ALTA/NSPS LAND TITLE SURVEY (1 OF 3)
CO.04 ALTA/NSPS LAND TITLE SURVEY (2 OF 3)
CO.05 ALTA/NSPS LAND TITLE SURVEY (3 OF 3)
CO.06 TOPOGRAPHIC SURVEY
C1.01 DEMOLITION PLAN
C2.01 PHASE I EROSION CONTROL PLAN
C2.02 PHASE II EROSION CONTROL PLAN
C3.01 OVERALL SITE PLAN
C3.02 SITE PLAN
C4.01 GRADING AND STORM WATER PLAN
C4.02 ROADWAY PROFILES (SHEET 1 OF 2)
C4.03 ROADWAY PROFILES (SHEET 2 OF 2)
C5.01 STORM DRAINAGE PROFILES (SHEET 1 OF 2)
C5.02 STORM DRAINAGE PROFILES (SHEET 2 OF 2)
C6.01 EROSION CONTROL DETAILS (SHEET 1 OF 4)
C6.02 EROSION CONTROL DETAILS (SHEET 2 OF 4)
C6.03 EROSION CONTROL DETAILS (SHEET 3 OF 4)
C6.04 EROSION CONTROL DETAILS (SHEET 4 OF 4)
C7.01 CONSTRUCTION DETAILS (SHEET 1 OF 5)
C7.02 CONSTRUCTION DETAILS (SHEET 2 OF 5)
C7.03 CONSTRUCTION DETAILS (SHEET 3 OF 5)
C7.04 CONSTRUCTION DETAILS (SHEET 4 OF 5)
C7.05 BMP DETAILS (SHEET 1 OF 2)
C7.06 BMP DETAILS (SHEET 2 OF 2)
C8.01 LANDSCAPING PLAN
ZONING, FLOODPLAIN & WATERSHED INFORMATION
TAX PARCEL ID: 007-47-101, 007-47-113
ZONED: APPROVED AS TND OVERLAY DISTRICT,
2012; CURRENTLY NEIGHBORHOOD GENERAL
PERMITTED USE: SINGLE FAMILY RESIDENTIAL
NUMBER OF UNITS: 36
SITE ACREAGE: 7.20 ACRES
OPEN SPACE REQUIRED: 0.72 ACRES = 7.20 x 10%
OPEN SPACE PROVIDED: 4.405 ACRES
SETBACKS: SINGLE FAMILY TOWNHOMES
FRONT: 0 FEET (MIN.), 25 FEET (MAX.)
REAR: 5 FEET (MIN.), 5 FEET (MAX.)
SIDE: 0 FEET (MIN.), 40 FEET (MAX.)
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(TND-OVERLAY IS A SUBSET OF THE RURAL ZONING DESIGNATION)
SETBACKS: SINGLE FAMILY HOMES
FRONT: 10 FEET (MIN.), N/A (MAX.)
REAR: 20 FEET (MIN.), N/A (MAX)
SIDE: 3 FEET (MIN.), N/A (MAX)
(TND-OVERLAY IS A SUBSET OF THE RURAL ZONING DESIGNATION)
MAX HEIGHT: 3 STORIES
PARKING 1 SPACE (MIN) 2 SPACE (MAX)
SIDEWALK: 5' MINIMUM
SITE LOCATION
ETJ AREA:
CHARLOTTE HISTORIC DISTRICT:
CHARLOTTE 6/30/11 ANNEXATION AREA:
CENSUS TRACT #:
WATER QUALITY BUFFERS
PARCEL INSIDE WATER QUALITY BUFFER:
POST CONSTRUCTION DISTRICTS
JURISDICTION:
B DISTRICT:
FEMA AND COMMUNITY FLOODPLAIN
FEMA PANEL #:
FEMA PANEL DATE:
FEMA FLOOD ZONE:
COMMUNITY FLOOD ZONE:
0
WATERSHED PROTECTION DISTRICTS
WATERSHED NAME:
CONTACTS
DEVELOPER:
BLUE HEEL DEVELOPMENT
MATT GALLAGHER
442 SOUTH MAIN STREET, SUITE 100
Davidson, NC 28036
PH. [phone]
MATT@BLUEHEELDEVELOPMENT. COM
DAVIDSON
N/A
N/A
64.01 (FIPS: 37119006401)
NO
DAVIDSON
YADKIN
4672
11 /16/2018
ZONE X
TOWN OF DAVIDSON
ROCKY RIVER
ENGINEER:
DEWBERRY ENGINEERS INC.
BRIAN LAFRANCHI, P.E.
9300 HARRIS CORNERS PARKWAY,
SUITE 220
CHARLOTTE, NC 28269
PH. [phone]
FAX [phone]
BLAFRANCHI @DEWBERRY.COM
SUBMITTAL
SET NUMBER
❑ PRELIMINARY ❑ CONSTRUCTION
■ APPROVAL ❑ REVISION
❑ BIDDING ❑ RECORD
ANTICIPATED CONSTRUCTION TIMELINE:
BEGIN CONSTRUCTION : SEPTEMBER 2019
COMPLETED CONSTRUCTION: SEPTEMBER 2021
SUMMERS WALK -
PHASE 6A & B
100% CONSTRUCTION DOCUMENTS
DAVIDSON, NORTH CAROLINA
EPM # 393235 (MASTER PLAN)
EPM # 397173 (CONSTRUCTION PLAN)
LEGEND
EXISTING
MAJOR CONTOURS
- - -
EXISTING
PROPERTY LINE
SIP
EXISTING
GATE VALVE
OEIP
EXISTING
IRON PIPE
w
EXISTING
WATER MAIN
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EXISTING
UNDERGROUND GAS
--UGE-
EXISTING
UNDERGROUND ELECTRIC
EXISTING
COMMUNICATIONS LINE
XWV
EXISTING
GAS VALVE
❑WM
EXISTING
WATER METER
EXISTING
TREE LINE
-
EXISTING
FLOOD LINE
PROPOSED PROPERTY LINE
PROPOSED R/W
--
PROPOSED CONCRETE SIDEWALK
PROPOSED ASPHALT GREENWAY
LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED BAFFLE
PROPOSED INLET PROTECTION
T P PROPOSED TREE PROTECTION
TS PROPOSED TEMPORARY SEEDING
�S PROPOSED PERMANENT SEEDING
PROPOSED MULCH
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EXISTING
SANITARY SEWER
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EXISTING
STORM DRAIN
EXISTING
SANITARY MANHOLE
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EXISTING
SANITARY CLEANOUT
- - - -
EXISTING
STREAM
DPP
EXISTING
POWER POLE
DTP
EXISTING
TELEPHONE POLE
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EXISTING
TRANSMISSION TOWER
EXISTING
CONCRETE SIDEWALK
EXISTING
CURB INLET
PROPOSED SETBACK LINE
SS PROPOSED SANITARY SEWER
w PROPOSED WATER LINE
PROPOSED EDGE OF PAVEMENT
TEMPORARY DIVERSION DITCH
PROPOSED STORM SEWER
mPROPOSED STORM INLET
• PROPOSED STORM MANHOLE
PROPOSED SANITARY MANHOLE
PROPOSED OPENN SPACE ZONE
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PROPOSED
MAJOR CONTOURS
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PROPOSED
MINOR CONTOURS
PROPOSED
GATEVALVE
PROPOSED
FIRE HYDRANT
ASSEMBLY
PROPOSED CHECK DAM
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Know what's below.
Call before you dig.
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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SCALE: 1 " =100'
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10/03/19
MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
TITLE
MTK
BML
BML
MAY 31, 2019
COVER SHEET
PROJECT NO. 501 04981
T0m01

1
2
GENERAL NOTES
1. THE DISTURBANCE AREA FOR THIS PROJECT IS APPROXIMATELY 6.95f AC. THE PROPOSED IMPROVEMENTS WILL PRODUCE A NET IMPERVIOUS
AREA OF APPROXIMATELY 6.95 AC.
2. BASE DATA FROM MECKLENBURG COUNTY GIS AND BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED TO DEWBERRY ENGINEERS INC. BY BLUE
HEEL DEVELOPMENT.
3. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT, OR CONTIGUOUS TO, THE SITE
IS BASED ON INFORMATION AND DATA FURNISHED TO THE ENGINEER BY CAROLINA SURVEYORS, INC.. THE OWNER AND ENGINEER SHALL NOT
BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL
RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA (PRIOR TO CONSTRUCTION) FOR LOCATING ALL
UNDERGROUND FACILITIES SHOWN OR INDICATED; FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES
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DURING CONSTRUCTION; AND FOR THE SAFETY AND PROTECTION THEREOF RESULTING FROM THE WORK; ALL OF WHICH WILL BE AT NO
ADDITIONAL COST TO THE OWNER.
4. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, FENCES, ETC., THE CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE
NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. THE CONTRACTOR SHALL HAND EXCAVATE WITHIN 5' OF ALL BUILDINGS, WALLS, AND
STRUCTURES. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE.
5. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE ENGINEER.
6. THE LOCATION OF ALL EXISTING UTILITIES ACROSS THE LINES OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND
WHERE SHOWN ARE ONLY APPROXIMATE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND
STRUCTURES AS NECESSARY.
7. WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE TOWN OF DAVIDSON CODE OF ORDINANCES, MECKLENBURG COUNTY
LAND DEVELOPMENT STANDARDS AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.
8. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CONSTRUCTION DOCUMENTS.
9. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY DEPTHS OF ALL UTILITY CROSSINGS.
10. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SIGNS.
11. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING
CURBS, STORM SEWER, WATERLINES, SANITARY LINES, ETC.
16. MATERIAL LAYDOWN AND STORAGE SHALL BE WITHIN PROJECT AREA.
17. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES BEYOND WHAT IS SHOWN. WHEN FIELD
CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
18. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM
THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK, AND OTHER ACCUMULATIONS.
19. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS COMMUNITY ENCROACHMENT (0.1') FLOODWAY ENCROACHMENT AREA IS
SUBJECT TO RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF MECKLENBURG COUNTY.
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20. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
21. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR
INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS.
22. HANDRAILS MAY BE REQUIRED BY A REPRESENTATIVE OF THE COUNTY, IF WARRANTED BY FIELD CONDTIONS (MCLDS 50.04A,B).
23. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
24. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
25. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE STORM WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN
THE EASEMENT AREA. ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED.
26. NON-STANDARD ITEMS (I.E. PAVERS, IRRIGATIONS SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT
AGREEMENT WITH THE TOWN/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
27. ALL ROAD IMPROVEMENTS ARE TO BE COORDINATED WITH THE TOWN OR COUNTY LUESA PRIOR TO CONSTRUCTION.
28. DEVELOPER WILL PROVIDE STREET NAME SIGNS PER MCLDS# 50.05 (9" SIGNS ONLY).
29. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
30. RETAINING WALLS SHALL BE A MAXIMUM OF 6-FEET (BEHIND THE FRONT BUILDING LINE) AND 3-FEET IN FRONT OF THE BUILDING LINE.
TALLER RETAINING WALLS MAY BE TIERED, WITH A MINIMUM 2-FOOT SEPARATION BETWEEN WALLS. THE ENGINEER OF RECORD FOR THE
RETAINING WALL(S) MUST CERTIFY THAT THE WALL(S) IS (ARE) CONSTRUCTED TO SPECIFICATIONS PRIOR TO ISSUANCE OF C.O.
31. CONSTRUCTION OF RETAINING WALL(S) CANNOT BEGIN UNTIL ALL NECESSARY PERMITS ARE ACQUIRED.
32. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO
SUBDIVISION FINAL INSPECTION TO THE COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE SUBDIVISION ORDINANCE.
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33. NON-STANDARD ITEMS (I.E. PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT
AGREEMENT WITH THE TOWN/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
34. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING TO THE
GUIDELINES OF THE "OFFSITE R/W ACQUISITION PROCESS". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE
ROADWAY IMPROVEMENT PLAN.
STREET LIGHTING NOTE
1. TYPE: PEDESTRIAN -SCALE STREET LIGHTING THAT IS NO MORE THAN 18 FEET IN HEIGHT SHALL BE PROVIDED USING DECORATIVE LIGHTING
FIXTURES, AS APPROVED BY THE PLANNING DIRECTOR. SUCH LIGHTING SHALL BE PRIORITIZED OVER AUTOMOBILE LIGHTING IN ALL
DISTRICTS. EXAMPLES OF PERMITTED PEDESTRIAN LIGHTING FIXTURES (IMAGE SOURCE: DUKE ENERGY)
2. LOCATION: THE PLACEMENT OF STREET LIGHTING FIXTURES IN RESIDENTIAL AREAS SHALL BE AT 160 TO 200 FOOT INTERVALS (300 TO
500 FOOT INTERVALS IN THE RURAL PLANNING AREA), AND AT EACH INTERSECTION UNLESS:
• THE ROADWAY LENGTH IS LESS THAN 200 FEET, A STREET LIGHT IS PLACED AT THE INTERSECTION, AND NO NATURAL FEATURES
OBSTRUCT THE LIGHT SOURCE, IN WHICH CASE A STREET LIGHT WILL NOT BE REQUIRED AT THE END OF THE STREET; OR
• THE VERTICAL AND HORIZONTAL STREET ALIGNMENT OR NATURAL FEATURES NECESSITATE SHORTER SPACING INTERVALS.
3. SHADOWS: PEDESTRIAN LIGHTING SHALL BE PLACED TO MINIMIZE SHADOWS ON SIDEWALKS.
4. MAINTENANCE: THE TOWN WILL ACCEPT RESPONSIBILITY OF THE LIGHTS AT THE TIME STREETS ARE ACCEPTED FOR MAINTENANCE AND
ONE-TIME DECORATIVE FEES HAVE BEEN PAID TO THE TOWN OR LIGHT PROVIDER, WITH THE EXCEPTION OF ANY LIGHTING THAT IS EIGHT
FEET OR LESS IN HEIGHT. SUCH LIGHTS SHALL BE MAINTAINED BY HOA.
FLOODPLAIN NOTES
1. THE COMMUNITY ENCROACHMENT LINE MUST BE CLEARLY MARKED PRIOR TO ANY GRADING AND
THE MARKED LINE MUST BE MAINTAINED ON SITE UNTIL FINAL GRADING IS COMPLETED.
TRASNPORTATION IMPACT ANALYSIS
1. TIA COMPLETED PREVIOUSLY AS PART OF THE OVERALL SUMMERS WALK DEVELOPMENT.
AFFORDABLE HOUSING
1, THE DEVELOPER HAS A TOTAL ❑BLIGATI❑N OF $344,500 OF AFFORDABLE H❑USING FEES DUE TO THE TOWN OF DAVIDSON ON
SUMMERS WALK PHASE 6, THE DEVELOPER WILL BUILD THE AFFORDABLE H❑USING UNITS, OR MAKE PAYMENT -IN -LIEU, AS
DESCRIBED IN THE AFFORDABLE H❑USING PLAN APPROVED BY THE DAVIDSON BOARD OF C❑MMISSI❑NERS ON JUNE 11, 2019.
FIRE NOTES
1, FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMP❑SED LOADS OF FIRE APPARATUS OF
80,000 POUNDS,
LANDSCAPING
1, STREET TREES AND LANDSCAPING OF SUMMERS WALK PHASE 6 SHALL BE IN ACCORDANCE WITH THE TOWN OF DAVIDSON'S
PLANNING ❑RDINANCE. SEE STREET CR❑SS-SECTI❑NS FOR PLANTING STRIP L❑CATI❑N AND TOWN OF DAVIDSON PLANNING
❑RDINANCE FOR TREE SPACING/DENSITY.
MECHANICAL SCREENING NOTES
1. LOADING FACILITIES, LOADING DOCKS, SERVICE DOORS, AND OTHER SERVICE AREAS SHALL NOT BE LOCATED ALONG A PRIMARY
A
STREET -FACING FACADE, NOR VISIBLE FROM A PARK OR PUBLIC OPEN SPACE.
2. MECHANICAL EQUIPMENT (EXCEPT SMALL ITEMS SUCH AS FANS AND VENTS), UTILITY METERS, STORAGE AREAS, SOLID WASTE CONTAINERS
(INCLUDING DUMPSTERS, COMPACTORS, RECYCLING CONTAINERS, AND SOLID WASTE AND RECYCLING HANDLING AREAS), TRANSFORMERS,
GENERATORS, HVAC UNITS AND SIMILAR FEATURES, OR OTHER UTILITY HARDWARE ON THE BUILDING, ROOF, OR GROUND SHALL BE
SCREENED FROM PUBLIC VIEW WITH MATERIALS SIMILAR TO THE STRUCTURE; OR THEY SHALL BE SO LOCATED AS NOT TO BE VISIBLE
FROM A PRIMARY FRONTING PUBLIC STREET. THIS REQUIREMENT MAY BE WAIVED FOR PHOTOVOLTAIC PANELS WHERE SUCH PANELS MUST
BE LOCATED WITHIN VIEW OF A PUBLIC STREET IN ORDER TO MAXIMIZE SOLAR EXPOSURE.
3. SCREENING IS NOT REQUIRED FOR ELECTRONIC VEHICLE CHARGING STATIONS.
4. OFF-STREET PARKING SHALL NOT BE LOCATED FORWARD OF THE FRONT FACADE OF THE BUILDING UNLESS ON A CORNER LOT. ON A
CORNER LOT, PARKING MAY NOT BE LOCATED IN FRONT OF THE FACADE ON THE PRIMARY STREET. SEE SECTION 8 FOR MORE
INFORMATION ON PARKING.
5. UNDERGROUND UTILITIES: ALL UTILITIES MUST BE UNDERGROUND FROM THE POINT OF CONNECTION. SEE DAVIDSON MUNICIPAL CODE FOR
RIGHT-OF-WAY RESTRICTIONS.
3
EROSION AND SEDIMENT CONTROL NOTES
1. ALL "STD" NUMBERS REFER TO THE MECKLENBURG COUNTY LAND DEVELOPMENT STANDARDS MANUAL AND THE NCDOT STANDARDS
APPROVED FOR USE IN THE TOWN OF DAVIDSON AND MECKLENBURG COUNTY.
2. ON SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND
IS SUBJECT TO A FINE.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE.
5. SOIL STABILIZATION SHALL BE REQUIRED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED ACCORDING TO THE SCHEDULE ON SHEET C6.01.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE COUNTY.
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING [MCLDS #30.16].
SOILS ENGINEER TO VERIFY STABILITY OF SLOPES GREATER THAN 2:1.
8. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES BEYOND WHAT IS SHOWN. WHEN FIELD
CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
9. ALL EMBANKMENTS MUST BE CONSTRUCTED PER SECTION 4.0.6 EMBANKMENT REQUIREMENTS IN THE BMP DESIGN MANUAL.
10. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM
THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
11. APPROXIMATE CONSTRUCTION COMPLETION TIMEFRAME IS 1 YEAR.
12. ALL EROSION CONTROL MEASURES SHALL CONFORM TO THOSE SET FORTH IN THE STATE OF NORTH CAROLINA EROSION CONTROL
PLANNING AND DESIGN MANUAL, COUNTY ORDINANCE, OR THE MOST RESTRICTIVE OF ANY STANDARDS THAT CONFLICT.
13. THE ANGLE OF THE GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE
COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 14
CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
14. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY 7 DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT
EXCEEDS 1 2 INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED AS NECESSARY.
15. AFTER CONSTRUCTION IS COMPLETED AND SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND PERMANENTLY VEGETATE ALL
REMAINING DISTURBED AREAS THAT WERE COVERED BY TEMPORARY MEASURES.
16. POLYACRYLAMIDES (PAM) SHALL BE USED TO REDUCE TURBIDITY AND SUSPENDED SOLIDS WHENEVER A SEDIMENT TRAP, BASIN, PIT,
HOLE, OR BUILDING FOUNDATION IS BEING PUMPED OUT TO REMOVE SEDIMENT LADEN WATER. PAM IS NOT REQUIRED WHEN ANY OF
THE ABOVE IS BEING PUMPED TO AN APPROVED SEDIMENT BASIN ON SITE. THIS ACTIVITY MUST BE INSPECTED AND APPROVED BY THE
MECKLENBURG COUNTY EROSION CONTROL INSPECTOR.
17. DOUBLE SILT FENCE SHALL BE USED ALONG WETLANDS, STREAMS, LAKES OR OTHER SURFACE WATER BODIES AS WELL AS ADJACENT TO
ALL S.W.I.M. OR OTHER WATER QUALITY BUFFERS. HIGH HAZARD SILT FENCE WITH WIRE BACKING AND WASHED STONE WILL BE
INSTALLED AS DETERMINED NECESSARY BY THE COUNTY ENGINEER OR FIELD INSPECTOR.
18. A 10-FOOT UNDISTURBED BUFFER SHALL BE PROVIDED AROUND THE OUTSIDE EDGE OF DRAINAGE FEATURES SUCH AS INTERMITTENT
AND PERENNIAL STREAMS, PONDS, AND WETLANDS. INCIDENTAL DRAINAGE IMPROVEMENTS OR REPAIRS WILL BE PERMITTED WITHIN THE
BUFFER AS APPROVED BY COUNTY STAFF.
19. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH THE LUESA WATER QUALITY INSPECTOR AT LEAST 48 HOURS IN ADVANCE
TO STARTING CONSTRUCTION ON ANY BMP.
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS FROM GOVERNMENT AGENCIES.
2. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH THE FOLLOWING DEPARTMENTS: LUESA EROSION CONTROL INSPECTOR, LAND
DEVELOPMENT INSPECTOR AND ZONING INSPECTOR. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND
DISTURBING ACTIVITY IS SUBJECT TO FINE.
3. INSTALL SILT FENCE, INLET PROTECTION, STONE OUTLETS IN SILT FENCE, DIVERSION DITCHES, TEMPORARY SEDIMENT BASIN, AND OTHER
MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
4. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING MAY BEGIN.
5. REMOVE ALL EXISTING IMPROVEMENTS AS OUTLINED IN THE DEMOLITION/PHASE 1 EROSION CONTROL PLAN.
6. UPON STABILIZING A PORTION OF THE AREAS DRAINING TO THE SKIMMER BASINS, CONTRACTOR SHALL MEET WITH EROSION CONTROL
INSPECTOR PRIOR TO COMMENCING WITH PHASE 2.
7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, TOWN OF DAVIDSON EROSION CONTROL ORDINANCE, AND THE MECKLENBURG COUNTY
LAND DEVELOPMENT STANDARDS (MCLDS).
8. BEGIN CURB/GUTTER/SIDEWALK INSTALLATION AND GRADING OPERATIONS.
9. CONSTRUCT STORM DRAINAGE SYSTEM.
10. TEMPORARILY SEED ALL DISTURBED AREAS THAT ARE TO REMAIN INACTIVE FOR MORE THAN 5 WORKING DAYS.
11. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
12. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH
EACH PHASE/STAGE OF EROSION CONTROL MEASURES.
13. THE LAND DEVELOPMENT INSPECTOR SHALL BE CALLED TO CONDUCT INSPECTION ON STORM DRAINAGE, SIDEWALKS, DRIVEWAY
IMPROVEMENTS, AND ALL ASPECTS OF ROAD CONSTRUCTION.
14. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
15. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
16. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, MECKLENBURG COUNTY EROSION CONTROL ORDINANCE, AND THE
CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS.
OWNERSHIP OF PARKS & OPEN SPACE NOTES
1. PERMITTED OWNERSHIP ENTITIES: PARKS AND OPEN SPACE SHALL BE SEPARATELY DEEDED TO ONE OF THE FOLLOWING:
1. THE TOWN OF DAVIDSON (UPON ACCEPTANCE BY THE BOARD OF COMMISSIONERS),
2. MECKLENBURG COUNTY,
3. A NON-PROFIT LAND TRUST OR CONSERVANCY,
4. A HOMEOWNER'S ASSOCIATION, OR
5. A PRIVATE OWNER.
2. OWNERSHIP CONDITIONS
• NON-PUBLIC OWNERSHIP STRATEGIES (I.E., OWNERSHIP BY NON-PROFIT LAND TRUST OR CONSERVANCY, A HOMEOWNER'S
ASSOCIATION, OR A PRIVATE OWNER) MUST BE ACCOMPANIED BY A LONG-TERM MAINTENANCE PLAN. MANAGEMENT PLANS MUST BE
CONSISTENT WITH LTA STANDARDS & PRACTICES AND DEEMED TO BE FINANCIALLY VIABLE BY THE TOWN ATTORNEY OR THEIR
DESIGNATED ADMINISTRATOR. PLANS MUST BE APPROVED AND CONTRACTS, EASEMENTS, FUNDS, ETC. ESTABLISHED PRIOR TO ISSUANCE
OF ANY FINAL PLAT APPROVAL BY THE TOWN OF DAVIDSON.
*OWNERSHIP BY A NON-PROFIT LAND TRUST OR CONSERVANCY MUST BE RECORDED BY CONTRACT IN A FORM APPROVED BY THE
TOWN
• OWNERSHIP BY A HOMEOWNER'S ASSOCIATION OR PRIVATE OWNER MUST BE ACCOMPANIED BY A PERMANENT CONVERSATION EASEMENT
PLACED UPON THE LAND. EACH CONSERVATION EASEMENT MUST BE ACCOMPANIED BY A STEWARDSHIP ENDOWMENT PROPERLY FUNDED
BY THE DEVELOPER, CONSISTENT WITH THE LAND TRUST ALLIANCE (LTA) STANDARDS, AND HELD BY THE CONSERVATION EASEMENT
HOLDER. AT A MINIMUM THE ENDOWMENT MUST COVER ANNUAL MONITORING, REPORTING, AND MAINTENANCE COSTS TO ACHIEVE LEVEL
I STEWARDSHIP COSTS CONSISTENT WITH LTA STANDARDS AND PRACTICES. SEE THE LTA'S DETERMINING STEWARDSHIP COSTS MANUAL
AND LTA'S STANDARDS & PRACTICES FOR FURTHER INFORMATION.
• THE TOWN RESERVES THE RIGHT TO DESIGNATE A THIRD PARTY TO MAINTAIN, MANAGE, AND/OR HOLD OWNERSHIP OF ANY PARKS
AND OPEN SPACE LAND DEDICATED TO THE TOWN.
3. PROPERTY DESCRIPTION: A METES AND BOUNDS DESCRIPTION OF THE PARK OR OPEN SPACE AND LIMITS ON ITS USE SHALL BE
RECORDED ON THE DEVELOPMENT PLAN, IN HOMEOWNER COVENANTS, AND ON INDIVIDUAL DEEDS WHEN OPEN SPACE LANDS ARE NOT
HELD ENTIRELY IN COMMON.
H.O.A. NOTES
1. THE HOA COVENANTS OF THE EXISTING SUMMERS WALK PHASE 1-5 SUBDIVISION WILL APPLY TO THE COMPLETED DEVELOPMENT.
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TRAFFIC CONTROL NOTES
1. STREET SPACE IS AT A MINIMUM SO NO MORE SPACE SHOULD BE USED FOR CONSTRUCTION OR MAINTENANCE WORK THAN IS ABSOLUTELY NECESSARY.
THROUGH BARRICADING AND CHANNELIZATION, THE REMAINING STREET SPACE IS TO BE USED TO CARRY THE TRAFFIC AROUND THE WORK AREA IN THE
BEST WAY POSSIBLE UNDER PREVAILING CONDITIONS.
2. TRAFFIC CONTROL DEVICES SHALL BE SET UP PRIOR TO THE START OF CONSTRUCTION OR MAINTENANCE OPERATIONS, AND SHALL BE REMOVED OR
DewberryEngineers
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RELOCATED AS THE WORK IS FINISHED OR WORK CONDITIONS CHANGE. THE AGENCY DOING THE WORK SHALL PATROL THE WORK SITE AS REQUIRED
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TO ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND OPERATING AT ALL TIMES.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
3. ALL TRAFFIC CONTROL SIGNS FOR THE WORK AREA SHALL BE REFLECTORIZED. THE REFLECTIVE MATERIALS USED SHALL BE EQUAL TO OR BETTER
Phone:[phone]
THAN TYPE III, VII, VIII, OR IX RETROREFLECTIVE SHEETING REQUIREMENTS IN SECTION 633 OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF
Fax:[phone]
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www.dewberrROADS
AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-03).
NCBELS #F-09
NCBELS #F-0929
4. AT NIGHT, ADEQUATE BARRICADES WITH REFLECTORIZED MATERIAL AND LIGHTS ARE REQUIRED TO CALL ATTENTION TO AND TO INDICATE THE ACTUAL
LOCATION OF OBSTRUCTIONS AND HAZARDS.
5. WHEN NOT IN USE DURING WORK HOURS OR CONSTRUCTION INACTIVITY, EQUIPMENT SHALL BE PARKED A MINIMUM OF 10' AWAY FROM THE TRAVEL
LANE IN SUCH A MANNER AS TO NOT CREATE A SIGHT DISTANCE PROBLEM FOR MOTORISTS.
6. THE MINIMUM WIDTH FOR TEMPORARY TRAVEL LANES IS 10' (11' FOR STATE MAINTAINED ROADS); HOWEVER, A 12' LANE IS ADVISABLE AND SHOULD BE
PROVIDED WHENEVER POSSIBLE.
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7. WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE, THE TWO DIRECTIONS OF TRAFFIC MUST BE PHYSICALLY SEPARATED. TRAFFIC CONES
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CAN BE EFFECTIVELY USED FOR THIS PURPOSE DURING DAYLIGHT HOURS; RETROREFLECTORIZED DRUMS MUST BE USED AT NIGHT.
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8. TRAFFIC SHALL NOT BE ROUTED ACROSS CENTERLINE WITH CONES OR DRUMS DURING NON -WORKING HOURS. CONTRACTOR MUST BE ON SITE OR
CHANGE PAVEMENT MARKING APPROPRIATELY.
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9. GENERALLY, THE PEAK FLOW OF TRAFFIC OCCURS IN MECKLENBURG COUNTY BETWEEN THE HOURS OF 7-9 A.M. AND 4-6 P.M., MONDAY THROUGH
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FRIDAY. DURING THESE HOURS, CONSTRUCTION ACTIVITY THAT INVOLVES A LANE CLOSURE WILL NOT BE ALLOWED ON THOROUGHFARE STREETS EXCEPT
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10. THE AGENCY DOING THE WORK SHALL PROVIDE FLAGGERS AND/OR POLICE CONTROL WHEN REQUIRED. CONTRACTOR MAY ALSO BE REQUIRED TO
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PROVIDE A UNIFORMED OFFICER TO CONTROL TRAFFIC WHEN WORKING IN AND AROUND A SIGNALIZED INTERSECTION.
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11. EVERY ATTEMPT SHALL BE MADE TO SCHEDULE AND EXPEDITE THE WORK TO CAUSE THE LEAST INCONVENIENCE TO THE TRAVELING PUBLIC.
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12. IN SITUATIONS NOT COVERED IN THIS DESIGN, THE PROTECTION OF THE TRAVELING PUBLIC AND THE PROTECTION OF THE WORKERS ON SITE WILL
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DICTATE THE MEASURES TO BE TAKEN CONSISTENT WITH THE CITY OF CHARLOTTE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
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13. THE CONTRACTOR, UTILITY COMPANY, OR GOVERNMENTAL AGENCY INVOLVED IN THE WORK SHALL NOTIFY MECKLENBURG COUNTY LAND DEVELOPMENT
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AND/OR NCDOT OF THE CONSTRUCTION START DATE AND ANY MAJOR WORK WHERE THE NUMBER OF TRAVEL LANES ARE REDUCED FROM NORMAL
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CONDITIONS OR THE STREET IS REQUIRED TO BE CLOSED. EXCEPT IN EMERGENCIES, THE FOLLOWING NOTIFICATION IS REQUIRED:
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• CONSTRUCTION START DATE: 5 WORKING DAYS IN ADVANCE
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• CLOSING 1 OR MORE TRAVEL LANES DURING PEAK TRAVEL TIMES: 5 WORKING DAYS PRIOR TO THE SCHEDULED WORK
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*CLOSING A STREET: 10 WORKING DAYS PRIOR TO THE SCHEDULED WORK.
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THIS LEAD-TIME IS NECESSARY FOR PLANNING AND NOTIFYING THE PUBLIC OF EXPECTED CHANGES IN THE NORMAL TRAFFIC CONDITIONS.
14. THE COUNTY ENGINEER OR NCDOT OR THEIR REPRESENTATIVES ARE AUTHORIZED TO STOP ANY CONSTRUCTION OR MAINTENANCE ACTIVITY WHICH IS NOT
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PROPERLY SIGNED AND BARRICADED AS REQUIRED BY THIS STANDARD, THE WATCH, AND/OR THE MUTCD UNTIL SUCH REQUIREMENTS ARE MET.
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15. THIS DESIGN STANDARD CANNOT BE USED FOR ALL ROADWAY CONSTRUCTION SITUATIONS. IT IS INTENDED ONLY TO BE USED AS A GUIDELINE.
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SPECIFIC SITUATIONS MAY REQUIRE ENGINEERING JUDGMENT IN THE PLACEMENT OF TRAFFIC CONTROL DEVICES BECAUSE OF LIMITED VERTICAL AND/OR
HORIZONTAL SIGHT DISTANCE.
16. WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 2' OF THE EDGE OF AN OPEN TRAVEL LANE (5' ON STATE MAINTAINED ROADS), THE CONTRACTOR
SHALL REFER TO THE WATCH FOR PROPER LANE CLOSURE.
17. OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. THESE ARE USUALLY USED FOR SHORT-TERM OPERATIONS TO WARN AND
GUIDE TRAFFIC. ADVANCED WARNING SIGNS (CONSTRUCTION AHEAD) SHALL BE MOUNTED ON STATIONARY SUPPORTS SEVEN DAYS PRIOR TO THE
SEAL
BEGINNING OF CONSTRUCTION OF THE ROADWAY.
18. ALL DRUMS SHALL BE BALLASTED IN SUCH A MANNER THAT THEY WILL BE STABLE UNDER WIND AND VEHICLE ACTION. BALLASTING SHALL BE DONE
WITH SANDBAGS OR OTHER YIELDING MATERIAL SITUATED IN THE BASE OF THE DRUMS.
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19. CONSTRUCTION WORK SHALL NOT BE ALLOWED ON BOTH SIDES OF THE ROAD SIMULTANEOUSLY WITHIN THE SAME AREA, UNLESS THE ROADWAY IS
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MEDIAN DIVIDED.
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20. AT THE END OF EACH WORK DAY THE CONTRACTOR SHALL BACKFILL UP TO THE EDGE AND ELEVATION OF THE EXISTING PAVEMENT AREAS WITHIN 2
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FEET OF AN OPEN TRAVEL LANE THAT INCLUDE A DROP OFF OF MORE THAN 3 INCHES IN ACCORDANCE WITH THE WATCH (SEE FIGURE 1).
21. PAVEMENT MARKINGS ARE TO BE INSTALLED BY THE CONTRACTOR. PRE -LINES MUST BE APPROVED BY THE COUNTY OR NCDOT PRIOR TO PLACEMENT
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OF THE PAVEMENT MARKINGS.
SWIM / PCO BUFFER NOTES
1. BUFFER WIDTHS ARE SHOWN AND LABELED ON PLANS AND ARE CORRECT BASED ON POLARIS.
2. PLANS INDICATE THAT ALL ENGINEERED CHANNELS, PIPED OUTFALLS, AND RIP RAP APRONS END OUTSIDE OF THE BUFFER.
3. DRAINAGE OUTFALLS MUST BE DESIGNED TO ALLOW WATER TO SHEET FLOW ACROSS THE BUFFER TO FILTER OUT POLLUTANTS.
4. ENERGY DISSIPATORS, DIVERSION DEVICES OR WETLAND FLOW MUST BE USED TO SPREAD CONCENTRATED FLOWS AND MUST BE LOCATED OUTSIDE
THE BUFFER AREA. ADEQUATE VEGETATIVE COVER MUST BE RETAINED OR RE-ESTABLISHED BELOW ENERGY DISSIPATORS TO PREVENT EROSION.
5. NO OUTLET DRAINS MORE THAN 10 ACRES DRAINAGE AREA TO ANY ONE POINT IN A STREAM BUFFER.
6. WHERE DISTURBANCE TO THE BUFFER IS SHOWN, A LETTER FROM WATER QUALITY IS REQUIRED STATING THAT THE DISTURBANCE SHOWN IS
ALLOWABLE OR WHETHER A MITIGATION PLAN HAS BEEN APPROVED.
7. ALL TEMPORARY SEDIMENT BASINS AND ALL OTHER EROSION CONTROL DEVICES ARE LOCATED OUTSIDE OF THE MINIMUM BUFFER WIDTH.
8. BUFFER DELINEATION:
• BUFFER AREA IS CLEARLY IDENTIFIED ON PLANS IN BOLD, CLEAR TYPE AS "SWIM / PCO STREAM BUFFER".
• THE OUTSIDE BOUNDARY OF EACH BUFFER ZONE IS CLEARLY MARKED AND LABELED ON PLANS (STREAM SIDE, MANAGED USE, UPLAND).
• FIELD LOCATED TOP OF BANK FROM WHERE THE BUFFER WIDTH IS MEASURED IS LABELED ON PLANS.
• SHOW ORANGE FABRIC FENCING ON GRADING AND EROSION CONTROL PLANS.
• STREAMS AND BUFFER BOUNDARIES INCLUDING THE DELINEATION OF EACH ZONE AND A DIMENSION FROM A SPECIFIC LOCATION ARE SHOWN ON
ALL SURVEYS AND RECORD PLATS, INCLUDING INDIVIDUAL RECORD PLATS FOR ANY LOTS AFFECTED.
• WHERE APPLICABLE FOR 100' BUFFERS/50% ADDITIONAL WIDTH: PROVIDE CALCULATIONS FOR 50% ADDITIONAL WIDTH BASED ON THE AREA
BETWEEN THE CURRENT 100-YEAR FEMA FRINGE BOUNDARY TO THE 100' SWIM BUFFER OR THE 0.1 FLUM ENCROACHMENT LINE, WHICHEVER IS
LESS.
9. THE STREAMSIDE ZONE OF THE BUFFER MUST BE LEFT COMPLETELY UNDISTURBED. IN THE MANAGED USE ZONE, A LIMITED NUMBER OF TREES
CAN BE REMOVED PROVIDED THAT THE TREE DENSITY REMAINING IS A MINIMUM OF 8 HEALTHY TREES OF A MINIMUM 6-INCH CALIPER PER 1,000
SQUARE FEET. REMOVAL OF EXISTING VEGETATION MUST BE PERFORMED IN SUCH A MANNER AS TO PREVENT DAMAGE TO THE ROOTS OF
REMAINING TREES.
10. PLANS CLEARLY INDICATE THAT NO FILL MATERIAL IS TO BE BROUGHT INTO THE BUFFER AND THAT NO STRUCTURES ARE ALLOWED WITHIN ANY
OF THE BUFFER AREAS (EXCEPT NON-COMMERCIAL OUT BUILDINGS NOT EXCEEDING 150 SQUARE FEET).
11. GRADING AND OTHER LAND -DISTURBING ACTIVITIES ARE ALLOWED ONLY IN THE UPLAND ZONE; HOWEVER, THESE ACTIVITIES MUST BE PERFORMED
IN SUCH A MANNER AS TO PREVENT DAMAGE TO THE ROOTS OF REMAINING TREES. GRASS OR OTHER SUITABLE GROUND COVER CAN BE
APPLIED TO THE UPLAND ZONE.
12. THE OUTSIDE BOUNDARY OF THE BUFFER MUST BE CLEARLY MARKED WITH ORANGE FABRIC FENCING PRIOR TO ANY LAND -DISTURBING ACTIVITIES
(GRADING, TREE -CUTTING OR STUMPING, ETC.) AT THE SITE AND THIS FENCING MUST BE CALLED OUT ON THE PLANS.
13. THE OUTSIDE BOUNDARY OF THE STREAM BUFFER MUST BE PERMANENTLY MARKED WITH AN IRON PIN OR OTHER ACCEPTABLE PROPERTY
CORNER MARKER AT STREET CROSSINGS AND THIS MARKER MUST BE CALLED OUT ON THE PLANS.
14. ANY ACTIVITY IN THE BUFFER MUST ALSO COMPLY WITH THE APPLICABLE ZONING ORDINANCE.
15. STREAM BUFFERS MUST BE SURVEYED AND CLEARLY MARKED IN THE FIELD PRIOR TO THE PRE -CONSTRUCTION MEETING WITH THE WATER
EROSION CONTROL & WATER QUALITY INSPECTOR:
CHANELL HATCH
[phone]
LAND DEVELOPMENT INSPECTOR:
TOMMY KEZIAH
[phone]
ZONING INSPECTOR:
BRIAN SIFFORD
[phone]
KEY PLAN
QUALITY STAFF.
3
10/03/19
MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY MTK
APPROVED BY
CHECKED BY
DATE
TITLE
BML
BML
MAY 31, 2019
GENERAL NOTES
PROJECT NO. 501 04981
C0001

1
3
0
5
Dewberry
E
C
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last [and disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization Permanent Stabilization
• Temporary grass seed covered with straw or • Permanent grass seed covered with straw or
other mulches and tackifiers other mulches and tackifiers
• Hydroseeding • Geotextile fabrics such as permanent soil
• Rolled erosion control products with or reinforcement matting
without temporary grass seed • Hydroseeding
• Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered
• Plastic sheeting with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled sized and laced appropriately for the needs of site
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5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
NORTH CAROLINA
Environmental Quality
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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BELOW GRAB& WASHBUT STRUCTURE ABOVE GRADE 46MUT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If Iota[ standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at [east 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at [east one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
� NCGO 1 GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/19 1
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&sC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDCs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevztions
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendardays, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill cr release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7calendardays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect ofthe bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendardays, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
+<r1
NORTH CAROLINA
ll Environmental Quality
15 rI
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
EROSION CONTROL & WATER QUALITY INSPECTOR:
CHANELL HATCH
[phone]
LAND DEVELOPMENT INSPECTOR:
TOMMY KEZIAH
[phone]
ZONING INSPECTOR:
BRIAN SIFFORD
[phone]
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY
MTK
APPROVED BY
BML
CHECKED BY
BML
DATE
MAY 31, 2019
NC-GO1 DETAILS
PROJECT NO. 501 04981
COmO2

LEGAL DESCRIPTION
ALTA COMMITMENT
CHICAGO TITLE INSURANCE COMPANY
File Number: 17-2806
SCHEDULE B - SECTION II
EXCEPTIONS Arv
s comments are in brackets].
AS TO PARCEL. 1 ONLY:
8. Easement(s) to Duke Power Company recorded in Book 1025, Page 6, Book 938, Page
632, Book 938, Page 634 and Book 3128, Page 434, Mecklenburg County Registry.
[These are all "blanket" easements and give no indication, other than the grantor's
name, as to where the encumbered property is located. No determination can be
made),
9. Easement(s) to Southern Bell Telephone and Telegraph Company recorded in Book
1121, Page 596, Mecklenburg County Registry.
[The width of the easement is illegible, and the location of the encumbered property is
indeterminable].
10. Right of Way Easements to Colonial Pipeline Company recorded in Book 2365, Page
O1 405 and Book 2365, Page 411, Mecklenburgn County Registry.
[Book 2365, Page 405 affects Tract 3 as shown hereon. Book 2365, Page 411 does not
affect any of Parcel 1 or 2 and is not shown hereon.]
11. Right of Way Easements to Colonial Pipeline Company recorded in Book 321, Page
397 [contains an erroneous reference to Cabarrus County], Book 330, Page 529
[corrects the previously mentioned error], Book 324, Page 489 [describes a 75' wide
easement], and Book 484, Page 419 [presumably intends to change the 75' width
Omentioned previously to 70' wide, upon the same property], Cabarrus County Registry,
1 1 [As DB 321 Pg 397 contains an error, it is not referenced on the survey. DB 330 Pg
529 affects a northern portion of Tract 1 as shown hereon. As there is no other
evidence to support the existence of a 75' wide easement, DB 324 pg 489 is not
referenced on the survey. DB 484 Pg 419 affects the Tract 1 as shown hereon. Please
note - The surveyor has no evidence of an easement deed that covers the gasline at
the southern "triangular tip" of Tract 1.1
12, Right of Way and Easement to Water and Sewer Authroity of Cabarrus County
1 2 recorded in Book 2126, Page 84, Cabarrus County Registry.
[Affects a portion of Tract 1 as shown hereon].
13. Grant of Sewer Easement recorded in Book 5041, Page 244, Cabarrus County
13 Registry.
[Affects a portion of Tract 1 as shown hereon].
14, Easement Agreements in favor of the City of Charlotte recorded in Book 17752,
14 Page 421 and Book 19176, Page 1, Mecklenburg County Registry.
[DS 17752 Pg 421 is a water line easement and affects Tract 3 as shown hereon. DB
19176 Pg 1 affects Tract 2 and Tract 3 as shown hereon].
15. Right of Way Agreement in favor of Duke Power Company LLC d.b.a. Duke Energy
Carolinas, LLC recorded in Book 21338, Page 826, Mecklenburg County Registry.
[Affects the Mecklenburg County portions of all Tracts, and is a "blanket" easement,
and cannot be plotted].
16. Easement Agreements in favor of the City of Charlotte recorded in Book 22537,
16 Page 367, Mecklenburg County Registry.
[Affects Tract 2 as shown hereon].
17. Right of Way Agreement in favor of Duke Power Company LLC d.b.a, Duke Energy
Carolinas, LLC recorded in Book 22858, Page 247, Mecklenburg County Registry.
[Affects the Mecklenburg County portions of all Tracts, and is a "blanket" easement,
and cannot be plotted].
18. Grant of Easements in favor of Time Warner Entertainment - Advance/Newhouse
Parthership recorded in Book 23353, Page 720, Mecklenburg County Registry,
[Affects the Mecklenburg County portions of all Tracts, and is a "blanket" easement,
and cannot be plotted].
19. Grant of Easements in favor of Time Warner Entertainment - Advance/Newhouse
Parthership recorded in Book 8300, Page 258, Cabarrus County Registry.
[Affects the Cabarrus County portions of Tracts 1 and 2, and is a "blanket" easement,
and cannot be plotted].
20. Driveway Easement in favor of The Summers Family Holding Company, LLC
20 recorded in Book 25880, Page B03, Mecklenburg County Registry.
[Affects Tract 4 as shown hereon].
21. Right of Way Agreement in favor of Duke Energy Carolina, LLC recorred in Book
27247, Page 814, Mecklenburg County Registry.
[To the best of the surveyor's determine this affects Lot number 89 as recorded in
Map Book 48, Page 197 which is not a part of the land described in this commitment].
22. Building restruction lines, easements and other matters shown on plat recorded in
22 Map Book 52, Page 963, Mecklenburg County Registry.
[Affects Tract 4 as shown hereon].
23, Building restriction lines, easements and other matters shown on plat recorded in
23 Map Book 61, Page 30, Cabarrus County Registry.
[The only matter of note is the gas line easement which is previously mentioned in
exception 11].
24, Grant of Easement in favor of Piedmont Natural Gas Company, Inc, recorded in
24 Book 10202, Page 97, Cabarrus County Registry.
[Affects Tract 1 as shown hereon].
25. Access to Parcel 1, Tract 1 is only available over Parcel 1, Tract 2.
[In the surveyor's opinion, following the same logic, access is apparently likewise
available over Parcel 2 unless there is a specific unknown reason to the contrary].
AS TO PARCEL 2 ONLY:
27. Right of Way Agreement to Board of Transportation recorded in Book 437,
Page(s) 234 and 236, Cabarrus County Registry.
[Does not affect subject parcel (deed describes property in another township)].
O28. Building restriction lines, easements and other matters shown on plat recorded in
2g Map 51, Page 109, Cabarrus County Registry,
[Said plat shows a future 20' sanitary sewer R/W, but there are no related
dimensions. There is no existing sanitary sewer on the subject property. No matters
shown hereon].
29. Easements to North Carolina Department of Transportation recorded in Book
2693, Page(s) 321, Book 476, Page 264, Book 476, Page 265 and Book 483, Page 244,
Cabarrus County Registry.
[Does not affect subject parcel (deed describes property in another township)].
30. Right of Way Agreement to Duke Energy recorded in Book 6306, Page 90,
Cabarrus County Registry.
[Is a "blanket" easement and cannot be plotted].
31. Easement(s) to CTC Exchange Services, Inc. recorded in Book 6473, Page 296,
Cabarrus County Registry.
[Is a "blanket" easement and cannot be plotted].
32. Easement(s) to Duke Energy Corporation recorded in Book 7526, Page 191,
Cabarrus County Registry.
[Is a "blanket" easement and cannot be plotted].
33. Grant of Easements in favor of Time Warner Entertainment - Advance/Newhouse
Parthership recorded in Book 7818, Page 49, Cabarrus County Registry,
[Is a "blanket" easement, and cannot be plotted].
Parcel 1, part of Tract 1
Cabarrus County Tax Parcel - 46723522890000
COMMENCING at North Carolina Geodetic Survey monument "MAC" having
coordinates N: 621467.07' E: 1469790.62'; thence, South 63°42'41" East 102.02' to
"PIPE" having coordinates N: 621012.21' E: 1470711.42', thence, N39°05'09"E
3962.07' to an existing #5 rebar, the POINT OF BEGINNING, in the line of Ragan
Cummings LTD as recorded In the Cabarrus County Registry DB 4009 Pg 337, and In
the Mecklenburg County Registry in DB 11839 Pg 661; thence with Ragan Cummings
the following two calls: (1) N14°43'42"W 502.52' to an existing #6 rebar; (2)
N87°39'15"W 368.71' to an existing stone; thence N85°21'13"W 42.24' to a point on
the Cabarrus and Mecklenburg County line; thence with the Cabarrus and
Mecklenburg County line N20'13'53"W, passing through an existing concrete
monument on the Cabarrus and Mecklenburg County line at 103.27', the northeast
corner of MF Summers Walk Investments, LLC. , DB 27770 Pg 231 (Mecklenburg
County), thence continuing along the Cabarrus and Mecklenburg County for a distance
of 1414.48' for a total distance of 1517.75' to a point in the centerline of West Branch
of Rocky River; thence following the centerline of the river the following five calls: (1)
S81°30'00"E 357.66' to a point; (2) S74°23'24"E 704.04' to a point; (3) N58'57'44"E
345.92' to a point; (4) N74°58'23"E 529.44' to a point; (5) S80°49'36"E 183.92' to a
point; thence with the line of Robert Glenn Hill Sr. as recorded in DB 596 Pg 229,
S00°07'56"E, crossing an existing #5 rebar at 43.00', for a total distance of 853.57 to
an existing axle; thence with the lines of Robert Glenn Hill, Sr., Robert Hill Glenn, Jr as
recorded in DB 4089 Pg 171, 503°02'24"E, passing through a 3/4" existing iron pipe at
379.58', the northwest corner of MF Summers Walk Investments, LLC, DB 10770 Pg
123 (Cabarrus County) a total distance of 391.36 to an existing #6 rebar; thence with
MF Summers Walk Investments, LLC, DB 10770 Pg 123 (Cabarrus County) S03"02'57"E
212.18' to an existing #4 rebar, the northeast corner of James Wallace Ranson as
recorded in PB 61 Pg 30; thence with the boundary defined in PB 61 Pg 30 the
following ten calls: (1) N65'05'20"W 6.72' to an existing #4 rebar; (2) a curve to the
o„
left Navin a radius of 280.00 and a chard bearing and distance of N76 12 35 W
i3 g
108.01' to an existing #4 rebar; (3) N87°19'49"W 45.46' to an existing #4 rebar; (4) a
curve to the right having a radius of 217.00' and a chord bearing and distance of
N70°23'17"W 126.47' to an existing #4 rebar; (5) N53°26'45"W 26.91' to an existing
#4 rebar; (6) a curve to the left having a radius of 30.00' and a chord bearing and
distance of S85`33'24"W 39.36' to an existing #4 rebar; (7) a curve to the right having
a radius of 180.00' and a chord bearing and distance of 565'41'09"W 129,76' to an
existing #4 rebar; (8) S03°02'30"W 144.47' to an existing #4 rebar; (9) N86"56'30"W
191.10' to an existing #4 rebar; (10) 534°50'22"W 562.79' to the POINT OF
BEGINNING, containing 58.130 acres, as shown on a survey, dated December xx, 2017,
by Allen Geomatics, P.C., and sealed by Jeffrey C. Allen, PLS (L-3810).
LEGAL DESCRIPTION
Parcel 1, part of Tract 1
Mecklenburg County Tax Parcel - 00747110
COMMENCING at North Carolina Geodetic Survey monument "MAC" having
coordinates N: 621467.07' E: 1469790.62'; thence, South 63°42'41" East 1027.02' to
"PIPE" having coordinates N: 621012.21' E: 1470711.42'; thence, N39"05'09"E
3962.07' to an existing #5 rebar in the line of Ragan Cummings LTD as recorded In the
Cabarrus County Registry DB 4009 Pg 337, and in the Mecklenburg County Registry in
DB 11839 Pg 661; thence with Ragan Cummings the following two calls: (1)
N14°43'42"W 502,52' to an existing #6 rebar; (2) N87°39'15"W 368,71'to an existing
stone; thence N85°21'13"W 42.24' to a point on the Cabarrus and Mecklenburg
County line, THE POINT OF BEGINNING; thence N85°21'13"E 140.27' to an existing
stone, thence N16'54'18"W 17.28' to an existing #4 rebar, thence N57"41'28"E
129.11' to an existing concrete monument on the Cabarrus and Mecklenburg County
line; thence, 520°13'53"E 103.27' to the POINT OF BEGINNING, containing 0.176 acres,
as shown on a survey, dated December xx, 2017, by Allen Geomatics, P.C., and sealed
by Jeffrey C. Allen, PLS (L-3810).
LEGAL DESCRIPTION
Parcel 2
Cabarrus County Tax Parcel - 46724437100000
LEGAL DESCRIPTION
Parcel 1, part of Tract 2
Mecklenburg County Tax Parcel - 00747199
COMMENCING at North Carolina Geodetic Survey monument "MAC" having
coordinates N: 621467.07' E: 1469790.62'; thence, South 63°42'41" East 1027.02' to
"PIPE" having coordinates N: 621012.21' E: 1470711.42'; thence, N39°05'09"E
3962.07' to an existing #5 rebar in the line of Ragan Cummings LTD as recorded in the
Cabarrus County Registry DB 4009 Pg 337, and in the Mecklenburg County Registry in
DB 11839 Pg 661; thence with Ragan Cummings the following two calls: (1)
N14'43'42"W 502.52' to an existing #6 rebar; (2) N87'39'15"W 368.71' to an existing
stone; thence N85°21'13"W 42.24' to a point on the Cabarrus and Mecklenburg
County line, THE POINT OF BEGINNING; thence S20°13'53"E 74.48' to a point on the
Cabarrus and Mecklenburg County line; thence with Ragan Cummings crossing the
County Line, S13°48'53"W 66.12' to an existing #5 rebar, the northeast corner of Lot
128 as recorded in MB 48 Pg 199 Mecklenburg County; thence with the northerly
boundary lines of Lots 122-128, MB 48 Pg 199, S72"25'17"W 541.15' to an existing #4
rebar; thence continuing with the northerly line of Lot 122 and Lot 121, MB 48 Pg 199,
and with the northerly line of Lot 120 as recorded in MB 53 Pg 894, S65'32'06"W
89.42' to a northern corner of Lot 120; thence with Lot 120 the following two calls: (1)
533°45'41"W 66.78' to an existing #4 rebar; (2) S06°07'40"E 48.63' to an existing #4
rebar, the northeast corner of Lot 119 as recorded in Map Book 48 Page 199; thence
with Lot 119, N77°50'49"W 135.4l' to an existing #4 rebar, the northwest corner of
Lot 119, and the eastern Right -of -Way of Summers Walk Boulevard; thence along the
Right -of -Way a curve to the right having a radius of 320.00' and a chord bearing and
distance of N14°11'27"E 22.76 to an existing #4 rebar; thence along a line with the
existing terminus of Summers Walk Boulevard, Lot 118A as recorded in MB 53 Pg 288,
and a COS lot as recorded in MB 48 Pg 197, N73°46'17"W 196.50' to an existing #4
rebar in the line of a nature preserve owned by Mecklenburg County as recorded in
MB 51 Pg 334; thence with the nature preserve the following seven calls: (1)
N34°29'11"E 329.67' to an existing #4 rebar; (2) N56°33'36"E 79.61 to an existing #4
rebar; (3) S27°49'50"E 140.11' to an existing #4 rebar; (4) a curve to the right having a
radius of 380.00' and a chord bearing and distance of N67°17'42"E 67.91' to an
existing #4 rebar; (5) N72°25'17"E 358.16' to an existing #4 rebar; (6) a curve to the
left having a radius of 200.00' and a chord bearing and distance of N65"03'23"E
51,28' to an existing #4 rebar; (7) N57°41'28"E 24.58' to a #4 rebar set; thence,
516"54'18"E 17.28' to an existing stone, thence S85°21'13"E 140.27' to the POINT OF
BEGINNING, containing 4.569 acres, , as shown on a survey, dated December xx, 2017,
by Allen Geomatics, P.C., and sealed by Jeffrey C. Allen, PLS (L-3810).
Parcel 1, part of Tract 2
Cabarrus County Tax Parcel - 46722465960000
COMMENCING at North Carolina Geodetic Survey monument "MAC" having
coordinates N: 621467.07' E: 1469790.62'; thence, South 63`42'41" East 1027.02' to
"PIPE" having coordinates N: 621012.21' E: 1470711.42'; thence, N39°05'09"E
3962.07' to an existing #5 rebar in the line of Ragan Cummings LTD as recorded in the
Cabarrus County Registry DB 4009 Pg 337, and in the Mecklenburg County Registry in
DB 11839 Pg 661; thence with Ragan Cummings the following two calls: (1)
N14"43'42"W 502.52' to an existing #6 rebar; (2) N87°39'15"W 368.7l' to an existing
stone, THE POINT OF BEGINNING; thence S8513°48'53"W 68.44' to a point on the
Cabarrus and Mecklenburg County line, thence with the Cabarrus and Mecklenburg
County line N20'13'53"E 74.48' to a point on the Cabarrus and Mecklenburg County
line, thence N85°21'13"W 42.24' to the POINT OF BEGINNING, containing 0.033 acres,
as shown on a survey, dated December xx, 2017, by Allen Geomatics, P.C., and sealed
by Jeffrey C. Allen, PLS (L-3810).
COMMENCING at North Carolina Geodetic Survey monument "MAC" having
coordinates N: 621467.07' E: 1469790.62'; thence, South 63°42'41" East 102.02' to
"PIPE" having coordinates N: 621012.21' E: 1470711.42'; thence, N39'05'09"E
3962.07' to an existing #5 rebar in the line of Ragan Cummings LTD as recorded in the
Cabarrus County Registry DB 4009 Pg 337, and in the Mecklenburg County Registry in
DB 11839 Pg 661; and the corner of Ranson, DB 2720 Pg 66 (Cabarrus County), thence
with the line of Ranson and Ramsey, DB 5428 Pg 004 (Cabarrus County) N34°50'22"W
562.79' to an existing #4 rebar, thence with line of Ramsey, DB 5428 Pg 004 (Cabarrus
County), S86°56'30"E 191.10' to an existing #4 rebar, thence with the lines of Barber,
DB 9049 Pg 144 (Cabarrus County) and Ranson DB 2720 Pg 66 S86°56'30"E 470.31' to
an existing #6 rebar, the POINT OF BEGINNING, and the southwest corner of subject
property, thence with Ranson and MF Summers Walk Investments, LLC (DB 10224
Pg21), N 03°02'57" W, passing through an existing #4 rebar at 136.85', for a total
distance of 349.03' to an existing #6 rebar; thence N 03°02'24" W 11.78' to an existing
3/4" iron pipe, the southwest corner of Hill (DB 4089 Pg 171); thence S 89°46'11" E
358.48' at an existing #5 rebar at the northeast corner of the subject tract, thence
with the west lines of Lots 8 through 11, Shiloh Village subdivision Plat Book 51 Page
109 of the Cabarrus County Registry; S 22°56'04" W, passing through an existing #4
rebar at 149.74', an existing #4 rebar at 343.46', an existing #4 rebar at 443.54', for a
total distance of 468.55' to an existing #5 rebar in the line of Ransom (DB 2720 Pg 66);
thence with Ranson, N 65°07'33" W 172.73'to the POINT OF BEGINNING, containing
2.411 acres, as shown on a survey, dated December xx, 2017, by Allen Geomatics, P.C.,
signed and sealed by Jeffrey C. Allen, PLS (L-3810).
To M/I Homes of Charlotte, LLC and Morehead Title
Company:
LEGAL DESCRIPTION
Parcel 1, Tract 3
Mecklenburg County Tax Parcel - 00747101
COMMENCING at North Carolina Geodetic Survey monument "MAC" having
coordinates N:621,467.07' E: 1,469,790.62'; thence, South 63°42'41" East 1,027.02'to
"PIPE" having coordinates N: 621,012.21' E: 1,470,711.42'; thence, N39°59'25"E
748.25' to an existing #5 rebar, the POINT OF BEGINNING, and the southeast corner of
Lot 8 as recorded in Map Book 49 Page 637; thence with Lot 8, N37'08'04"E 160.10' to
an existing #4 rebar, the corner of Lot 8 and COS; thence with the COS lot,
N36°12'30"E 588.45' to an existing #4 rebar, the southern corner of a Common Open
Space and the Right -of -Way of Bradford Walk Lane as recorded in MB 49 Pg 659;
thence with the COS, N40°39'50"E, crossing a #4 rebar set at 134.50', for a total
distance of 154.50' to a point in the centerline of a creek and the corner of a COS as
recorded in MB 48 Pg 201; thence with the COS and crossing a 70' gasline easement,
N77°36'14"E, crossing a #4 rebar set at 20.00', for a total distance of 107.85' to an
existing #5 rebar, the southwest corner of Lot 63 as recorded in MB 48 Pg 201; thence
with Lots 63 through 59 as recorded in MB 48 Pg 201 the following three calls: (1)
S40'32'27"E 130.85' to an existing #5 rebar; (2) 556°29'46"E 152.98' to an existing #4
rebar; (3) S69°57'43"E 82.23' to an existing #5 rebar in the line of EGC Holdings, LLC as
recorded in DB 21571 Pg 723; thence with EGC Holdings, S20'02'17"W 836.70' to an
existing 1" iron pipe, the northwest corner of Milsaps as recorded in DB 4887 Pg 809;
thence with Milsaps, S20'19'39"W 676.13' to an existing #4 rebar on the Right -of -Way
of NC Highway 73, a.k.a. Davidson Concord Road; thence with Hwy 73, N66'29'09"W
278.63' to an existing masonry nail; thence with the Right -of -Way of Summers Walk
Boulevard as recorded in MB 49 Pg 637 the following eight calls: (1) a curve to the
right having a radius of 20.00' and a chord bearing and distance of N21°29'09"W 28.28'
to an existing #4 rebar; (2) N23°30'51"E 90.01' to an existing #4 rebar; (3) a curve to
the left having a radius of 486.00' and a chord bearing and distance of N20'46'11"E
46.54' to an existing #4 rebar; (4) a curve to the left having a radius of 423.40' and a
chord bearing and distance of N08°06'57"E 126.20' to an existing #4 rebar; (5)
N00°09'57"W 36.05' to an existing #4 rebar; (6) a curve to the left having a radius of
475.04' and a chord bearing and distance of N07°04'48"W 97.49' to an existing #4
rebar; (7) a curve to the left having a radius of 480.00' and a chord bearing and
distance of N23°35'11"W 177.64' to an existing #4 rebar; (8) N34°15'00"W 248.32' to
the POINT OF BEGINNING, containing 17,501 acres, as shown on a survey, dated
December xx, 2017, by Allen Geomatics, P.C., and sealed by Jeffrey C. Allen, PLS
(L-3810).
Parcel 1, Tract 4
Mecklenburg County Tax Parcels - 00747112 and 00747113
Being all of that certain 0.929-acre tract of land designated as COS "Dog park" and that
certain 1.444-acre tract designated as Parcel "A" on plat entitled "Minor Subdivislon
Final Plat Summers Walk Part of Phase 1, Map 1" recorded in the Office of the Register
of Deeds of Mecklenburg County in Map Book 52, Page 963.
This is to certify that this map or plat and the survey on
which it is based were made in accordance with the 2016
Minimum Standard Detail Requirements for ALTA/NSPS land
Title Survey, jointly established and adopted by ALTA and
NSPS, and includes Items 1, 2, 4, 6, 8, 1 1 , 16, & 19 of
Table "A" thereof. the fieldwork was completed on
1 1 /28/ 17.
Date of Plat of Map: 11/29/17
Jeffrey C. flan, rofessional Land Surveyor
, fitA CA,`0 '%
<L�OF S 31 ON
SEAL =
L-3810 -
�''v���'NO SURD'.
�''''�►, r C'r+++
Page 1 of 3
ALTA/NSPS Land Title Survey
M/1 Homes of Charlotte, LLC
Cabarrus County and Mecklenburg County
NORTH CAROLINA
xxxx' 0 xx' xx' xx'
C0003

The Farm at Riverpointe
c Homl eowners Assoe ation . .
/ ' ¢ Wayne Patrick Holdings LLC 20' sanitary PIN: 467236g3510000 William Jason Brumley
r n Partnership y Sewer Easement . 8 17 1. 8
Rive Run P rs p LTD �, PIN: 4672z85183ob00 \ ,/ D$ 4 PG 2 nd Sybil Brumley
PIP: 0074g106 �+�d'�a ; DB 8782 PG 132 PS 52 PG46, `COS, PO 52 PG 46, "The Farm PIN: 46724653410000
DB 6245 PG 690 ''' Cabarrus County , at River^ ointe Phase 2 Ma 3
• ; ; o'� ; ; ; ; ; ; ; 1 ; ; Wayne Patrick Holdings LLC ; ; :\ ; 1 ; p � p ; G 26
Wayne Patrick Holdings LLC PIN' 46723640360000 PB 5626 P
P1N: 4ro722671310000 ' DB 8782 PG 132
DB 8782 PG 132 . ; ; ; ; Common Area, Pia 61 PG 55 / ION. 2'
80.4936`E'
' "The Farm at Riverpointe,r;v+X 183.g2:
' PT
Phase 4A Map V'
. ' ; ; ; r- • �` + :rN ,' ,: �:S ;., ; ; ; : : ; : : : ; ; 20 aSsaenmteanrty
West ewerB�7CDB 5041P244/_ ;
#5EIR
8130OfROCky iv
.-.66'
10"r
S `1'
• . �' {5EIR
/ 24
d \• ; 1150ut '�' ofr� ; ; ; /• �r . ; jam. �. S ; ; ,
Tpe74.E 55 , /; \
Z Sanitary 704
Q j `�.; Sewer pump �• 04�
r ; vault .
I
Z 1 _ -~ SS ��'��`v� -�' !' . SPECIAL FLOOD WIZARD AREA . ' • \ \ \.
1
SS; - ',�' i� 'i C1 SUBJECT TO INUNDATION BY THE 1%
ANNUAL CHANCE FLOOD EVENT \ . �.
rI `�: ; ; ; ; ; ; ,� 5 G� ZONE; AE
�, �; ZbQ FEMA - FLOOD INSURANCE RATE MAP ' f%
1
�' 1` �. ' _ _c`; - Tj•� 1 5g ; . 12 •� p6'L� PANEL 4672
MAP NUMBER; 3710467200K
0 : ; �- SS :� : ' ~� 5y, DATED; March 2, 2009
SPECIAL FLOOD HAZARD AREA �CID
SUBJECT TO INUNDATION BY THE 196 ; ; ; ; 1 ; ;
I. ANNUAL CHANCE FLOOD EVENT �- ,� ; ; ; OD
l , ; ZONE; AE
` FEMA - FLOOD INSURANCE RATE MAP v
PANEL 4672 �, Fw
MAP NUMBER; 3710467200IC ; ; N
DATED: March 2, 2009
Robert Glenn Hill, Sr
PIN: 4672455433C000
r, SUBJECT TO INUNDATION BY THE 0.2% q" P13 5476 PG =4
0 ANNUAL CHANCE FLOOD EVENT
SUBJECT TO INUNDATION BY THE D.2°5
Mecklenburg County ; : l ~ ANNUAL CHANCE FLOOD EVENT ZONE: X (SHADED) ; ,�• ; ; ; ;
PIP: 007471 q 8 ` ZONE: x (SHADED) ^o
DB 2422 8 PG 3 q0 + �, I ,• : ;
MB 51. PC 334
"West Branch Nature Preserve '� '
For Mecklenburg County"
Na I I 1 1 Q�°
/ EAX
/CAq
I �
I PIN 467235228 g0000
PS 10224 PG 21 /
I(Cabarrus County) / u,
Call / Curve Table
Course
Bearing
Distance
L1
N 65'05 20 W
6.72
L2
Rod: 280.00
Chd: N 7612'35" W
Arc: 108.69
108.01'
L3
N 8719 49 W
45.46
L4
Rod: 217.00
Chd: N 70'23'17" W
Arc: 128.33
126.47'
L5
N 53'26 45 W
26.91
L6
Rod- 30.00
Chd: S 85'33'24" W
Arc: 42.93
39.36'
L7
Rod: 180.00
Chd: S 65'41'09" W
Arc: 132.74
129.76'
L8
S 33'45 41 W
66.78
L9
S 06'07 40 E
48.63
L10
Rod: 320.00
Chd: N 14'11'27" E
Arc: 22.76
22.76'
L11
Rod: 380.00
Chd: N 67'17'42" E
68.00
67.91'
L 12
N 20' 13 53 W
50.00
L13
I N 85'21 13 W
42.24
L14
N 85'21 13 W
140,27
L15
N 16*5418 W
17.28
I 58.13U Acres
Parcel 1, Tract 1
1 23 w
\ Robert Glenn Hill, Jr
C j and Melinda Hill
\ � / PIN: 46724540330000
PB 408 q PG 1-71.
no4EIR
` t on subject
\ \ / property tine) / 4.66` Tie lin73'Tie IimE
e
g S 8W46' 11 "E 358.48' (#4EIR to #5EIR)
N 03'02'24"W -
11.78' #6EIR 5EIR N 14°07'56" E Open Space
\ \ / Parcel 2 J line
PB 51 PG 10q
Tie
Tie lin / /•��,�, _e � "Shiloh Village"
\ ` z PB 51 Pg 10q �� 5EIR N
0 PIN 46 72443 7100000 / ,.d+ i
Parcel 1, \ \ / N DB 10770 PG 123
Tract 1 \ \ / 14EIR (Cabarrus County} / 4EIR \
ram�r.. 4EIR B d / � � I o,
PI D 00747110 \ \ ��+� tiA �S N In fog .'T 11 A G ��s14 p 1 _�W
DO 27770 PG 231 '� \ / a' ' \ t> �a Clark Street
.5' \ Q� v� 1-'1 L¢ o Fens is 1�/est Q' 4 , (PA AG fpi (Mecklenburg county}� ,�y ECM 24 a+aa �� 4EIR #4EIR L3 4EIR w of th� rbperty �"f ---Rl�
�o O� L2 line 15� t this 1\
0.176 Acres 5T �'� �'� ti� 1 #40 ( 4EIR / poi nt�
James Wallace Ranson ,
4E4 �r 4EIR Lf4 ' 11 fo PIN:46724402340000 i 28 ` \
{ 4EI u` Ll3 STN o PO 2720 PG 66
J 5WT %
#4EIR r = ` N 87'39 15 368.716EIR w 4EIR CI~'� /
Mecklenburg County h��� �� s 355-A N 65'03'23"E / #4EIR 4EIR +s
PIP: 007471g8 1Q' to .��"E t�rw �!N 46722465g6000O N 86'5630 191.10
4EIR 5 t 51.28 �-. D13 10224 PG 21 ReWest�g
� PT N86°$6'30"W 470.31� � �` �- is West o the 660,
4 1R
P133 24228 PG 3qO :r N R Arc 51.42 6EIR property N Oqs \ 4EIR 5 R�
'S �. s r) (Cabarrus County} Tie lineI ne 1.49 .
MS 51 PG 334 �, U so+++� 37 pG S5 Rod 200.fl0 ;� c,� b at this poi t, 4g.
r' 0.033 Acres I ss• r w l20
0) P� <ot a �; (�43 Gs West Branch Nature Preserve � 4EIR � � 55 � m` Patrick Sheldon Barber 3
for Mecklenburg County 55 3 PIP 0074719q .�3 4EIR'S�� S`2 p`z-z � �� �J
4EI / PB z7770 PG 231 James Wallace Ranson 2• rr� A 4 #_ � S.
{�SEI •- Parcel 1 `� PIN., 723484730000 l� � `in' 1a ��� •�� 4EIR
�o SS �, {Mecklenburg County} r� DB 904q PG 144 PrN: 46724402340000 3 5EIR i//4 9 moo• �����VN
N 1`d+1 � / \ M. DO 2720 PG 66 se�� ,�'•e�� �4 Q1
Tract 2 �` / Dennis Lee Ramsey Page 3 of ,P� $`'�`er'4�.�j�,•
4.569 Acres ' $ Z ova and Jean P- Ramsey s��.•si �, r �2� Xi
a Lot 128 Ra an Cummi s 7D ALTA NSPS Land Title Survey /0 4'
`� k1 • l+n g ng L � a � � PIN: 46723463050000 \ � Y ti �j
FEs Parcel 1 �.I St P o arty ( y) Oc,1f ^� PS 542 8 PG 004
"W r P a Cabarrus Count •►.
s -I� uth g,d kit
PIN• 467223gg670000 ^� / ��'M/I HomesTract 2 DB400gPC337 of Charlotte, LLCa�STMH / �e"`Lots 121 - 128 c� 23 Towns of Kannapolis and Davidson, Caborrus & Mecklenburg Counties i�N
►>9 914 // a0A1 4EI MB 48 PG 1qq / 3$ N / NORTH CAROLINA '�
- , �y45 "Summers Walk, 1 i1 •c T q v<
4 �`'"`^r(ps^!'ter ' 4EIR 653 Phase ,Map " d�P� B -o N / `' 100' 50' 0 100' 200' 300'
N r�r�r j 51 1 �� ;
73 Lot 121 d'j s* �
46 17 ' l -o.n3� /' 'a' we SCALE DATE JOB DRAWN
ar ` o a� N �tirn++ i ij 1 =100 1 1 29 17 0260 JCA MCF
n ` r 19 s0, 4EIR { 4EIR e -q �-a O L •G�
�I r•� �t
3 H a ` ri I is 4EIR 1g 4 V �W - ' - 1 6` o rp
CC[ �.00
3 a� 1 N 7Tg0.4a'iN }4EIR
lie
oa ni 00 it Ln aai 9 4 1 / James Wallace Ranson
OD `� a • Lot 1.20 O r? 1 / PIN: 46724402340000 _ SAL ics
yLot 11q MII s3 PG Sq4 DB 2720 PG 66-3810
sL ajo 5EIR e {
M13 48 PG 1qg FC Summers NCGS Monument N: 624087.58'
` 'x `a ,� "MAC" 1 473,209.44' �.,��: ' • 4 SUR'�`
"Summers Walk, Walk, LLC srrd� , 4 � '� LAND SURVEYING
Phase 2, Ma 2" '� a+�drst ' a �''� ���`� Allen Geomatics,
p E. 6 469 �so.762 0� a3e a �,� �,4 / Y C C )
e '1 ��rr+ii+i+ii� P.C. C-3191
NAD 83%2011 l0 �qZ„ ,� NCGS Monument NAfl 83/2011
PO Box 89, Advance, NC 27006
Combio� Factor-,ned Grid �TOz•(nt��// N: I621,fl12.21' Factor: ned Grid [phone]
www.AllenGeomatics.com C0005
0.99984702 E: 1,470,711.42 0.99984668

"Ye
ne
DN °
NC GR`D EiaO Holdings. LLC
get. PIP.- 00747108
NO �1 DO 21571 PG 723
EGi3 Holdings, LLC � �o,� � SITE
PIP: 00747107
DI3 29422 PG 61R
IR
son onoo °
-—; .,::`;;•::,,::::....::, I ( / t VICINITY MAP NTS
MO 48tPC.r 201 Sq co J 111f 1 f Ile I 1 \ \ s zo•o2' 17"w 83s.7o' -
"rsummers Walk,
Phase 2, Map 31"
IIII
1� L / /~ — . ♦ ///// // // / \
Lot 60 4EIR /
MIS 40 PG 201 l;' r r r ` ='F�--��'� r� _�� _ _ = ` �w , / Jr I; , `-few'- _ // L f 30 cie i i 1 1 I I 1 1 1 r 11 i 11 ` ` �i 6T6:13 \
Summers Walk, f/ // I f \ r �� — �/ /� / -- j /- 1, /) Jill r r l f 1 1 I r I 1 11 t t b \
Phase 2, Map 3 — V ` \
1 x11 4EIR
~
6LL f \ \ of
P f Q
Lot61
MD48Pawl. � . /i / /,� F �— \\ i\ �� // /r�� /i�✓r —i//_ `f�-. \f1 // /�5 IIII \\
'"Summers Walk o� / / / 1'to °a�i/� \� — j '/� // / // _ `�?/ / r —� / /i r \ i Ji`r / r—r -� / ` L ` " \ 1\\ \ \\ -- \ 75' 6 ~ ~ \ \ \ f 1 i \ 80'
Phase2,Map 3" �N / / �o �.✓^ __--r-'lrli / ! r-J� // //r ///j/�� \�\I� !f i� _ter/ Lam_` _ —� \ \ \\\ \ \ �\ \\ w��1 \ 0».n9)\ "Its
\
r / — — \ \ 1 / 1 \\\\ \ \\
\
�% + I
Lot 62
MS 48 PG 201 / /% �`� / / r _ j / / — >rr �� J // / r // / / �� f \
"rSummer5 Walk, / / _ ,✓ ,/' / / / / / / / / i % / — f - = i / / / / / /r ~ w� �� �� J� r `J \\\ \ 0 \ \\ \ \ M
/ / / / // /11�11 _ _ /�_ _ / _ \\ >\. \ 31� \ \ \ \ \ \ \ \ \ \ rc
5 / / / // r— \ \ \ \ \\-- \ \ \ \ \ I I•
Phase 2, Map 3 � � / r r I / / r �_ � / r / _ y //
'�"���•--_.—., � III / —� j\ �. r=��•�� \\ \ �� \\
Lot63 / / / / / // / / / / �� /� / 1— — I I �\ __--r , \ \\ \ \ I I \ l J.•,::'...,.
/ / // l ~ r / / / / // 40 J / -- — ! � r / -/ ' � r r / / i � ' � 1 / ✓ / ./ ` \ \ \ \ \ � ` 1 / 1 � \\ \ \ J i / / I i r r �r�•, � iS �
MO 48 PG 201 -r / / / / / r /' // / — -- — / \ \ — f 1 1 \ \ r I �''t:,:::•
/ / / / / / r �� / //r/r it / I r \�"�-- \ C l ,/\ �� \ ~~ `� / ✓ \ 1 C 1 r �"'
Summers Walk ,r l / / 1 r J
Phase 2,map 3 n
% �'' /
» \ / /
/ / / / / ✓ � ,� ~ � �r_ � / � / / r �, � // / / / / r �% ar
�t�� �� 1 \ \ � \\\ �. =� -� 4 / � ^ \ � � � �~ � \ i '-' / l / L
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j CQ
Ile
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MB 48 PG ,�,/ — =�. \`\\ r / -+ . \ \ r —' / / / �- \
""Summers W kr�r1�� —>>> ` / I I J Jr�— �� \\\\\\\\ / / 4»/� �— =�\\\� _\
f,7 - \ \ \ I r /
Phasc3,.�+1-3
/\\ f v=
I / / \ \\
' ' ' i i/�`� �,\\�\\\/ / 1 i I 1 1 �I ! 1 I \\\�\ chl46s4 4 K /
7` �.�-- �' 1 r — ��\\\ \ \ J I 1 J / + I J\ \\\\ 11JJ I \ �— / / / /\ _~ —\ = ;,— • _ �� �sr. I 1 //
/�� / / �� / / / �-"- _ � � /t •—�`\\\ \\ f \ l I 1 J } \ \ \\�}1 l�Jl / _ J \ � / / / /' \ — — � � 1 ��� -t'•' ., cv �.�� wM
q
/ 1 °n` -t/—_ // �✓ \\\\\\\��\\ 1 \\ I I J 1 \\`i II\ _/f \ ~ 'ssMH r 0 0 I
/ _ r — _ �/ \\ ��� \Ili _ Aim 739.42' _ r /
♦ G`O� — 1 ./ / / / / / \��\�� — \\ / / i �y` l 111 / / — — r / / _ CI / N 21'2�b9"W
/ , V / /�+. / �� / ��-� ,� -- l 1 \ ` J l I / i Jill �1 _ / \� rnv�►r:�r2��T , .F / p �( J Rocr 20.00'
M 48/PG 195 �' /i / — 1 / Inv out 72 0 In u T34.77' I Ch 8.28
�-:IvI r / \ ) I / —�/ In out 734.7�rrn�'�lPhha9e 2,r / / �� — • �•� \ / I 1 \ \ \ 11 / 1 1 1 " \`'1 li / / I l / -- — 4 N s 20. 3' 1 1 I
SSMH
S B 30 51 Rim 747.28 .
\
_, Inv out 735.03
/
90.0 / COS
r d 20.0 '
MO 44 PG 634 =% \ \\ \` /
- \\ \ ` `� �. r � Nr 1 1 I I I I r J I 1 I i / 1 1 / i / / . Top 1fC 73849\
/ r rl Summers WalkDI \�\� \\ \ °'► �� / 1 1 / 1 t / / r / / / // Inv YyL•733.54'
�4 I I r J J 1 / / r l / ,
Phase I, MA 'r p `` \ d. I J 1 j I J l r I E 733.7V- I ; i ,�,
r �� \ � f / /�/ � / r r \ N 8'29 09
-inv out 73 .35' / / / off: 52.oa
/ / // / ♦ /� �� - w L a4 I 1 ! I i / / / / I 1 / / / 1 r �' DI -j /
� /op BC739.1' r� r/ +'
y `� _. / / / dl g ! 1 / / \ i / / , / / / / / / / Inv = 73gd9 ' / r S op 7491� ' p
/-
55M ` �fr ` / r �' ! .- �v� M9. 0' /2 Epp
r^� J Rim714.54' / f/ /�
/ / / \ / Inv in = 709.24' / /
Inv out - 709.04
404-t � �`rrrr`/r // // ,/ //�fr1.4� A t'eS/// �"~-- +�9�
— 'Sfl / 47
Will �. — r �` \ 95MH / / T 35
A'18Rim741.19/
afiEp rq Inv in = A6.84'�-
/ Inv outer 726!49'
\�
\ \\���\\ ' \\\\ a•� — r`'`�� r _jam / \" cor6
�41/
\1 / COS j \ IR _ "7 1 I C�ofner /
\ /� M3 44 PG 639 � / The Summers Family
y Holding Group, LLC
/ "Summers Walk, I \ \ H� �r� / ��. / / PIP: 00747106
SSMH
Phase I, Map Lot 8 �, DO 25371. PG 5 59
� I � I /
Rim 692.38`
Inv = 671.13' .. � \ MS44 PG 637 �eQ 1p
"Summers Walk,
Phase I, Map I"
Lot g � 1 �
/ MO 4,? PC 639\ /
\ \ "Summers Walk,
Lot 10 Phase I, Map I" / / /
MO 49 PG 639 7 15' , iv To 81DE 8 65
"Summers Walk, \ 1 1 \ x 4 !
Phase I, Map I"
\ \ / r, � of i \ \ x �' \ \ •
\ $ \ u\ of \ \+
Top BC 736.04' it �\\
Inv = 731.19 / / "rri' \ \ \ 4 \
\ 0.929 A rII \ \
I certify that this map was drawn under my direct and responsible
charge from an actual ground survey made under my supervision;
LEGEND /� �� �/� \ \ \ \ \ \ \ \ thak this ground survey was performed at the 95 percent confidence
4. 1 1 \ ` \ \ \ \ level to meet Federal Geographic Data Committee Standards: that
EIR EXISTING IRON REBAR / /// // \ +\ \ 1 the original data was obtained 06 29 15 to 08 05 19• that all
EPK EXISTING MASONRY NAIL / \\\\\ \ I \ \ 1 \ \ \ \ 1 elevations are based on NAVD88; that the boundary survey references
IRS IRON REBAR SET C �/� i / //i //i/ — 1 r �1 I ^\ �` \ \ \ \ \ 1 15 8" E�R 1 ,the deed description recorded in Book 27770 and Page 331;
/, / / /// / //i 1 I 11 ` ` \ \ \ \ \ \ \ `l that the ratio of recision does not exceed 1:10 000•
TP TELEPHONE PEDESTAL C ntrgl �. �' that this map meets the requirements of The Standards of Practice
✓✓✓ //r ////' ~ _ \ \ ` \ \ \ ` \ \°e1� 1 for Land Surveying in North Carolina Title 21 NCAC 56.1600
R/W RIGHT OF WAY / // l } \ ��' \ \ \ \ 1 Y 9 � ).
PID PARCEL IDENTIFICATION NUMBER
NCGS NORTH CAROLINA GEODETIC SURVEY I— Ile
Witness m or final signature, registration number Boundary and Topographic Surve
NAD NORTH AMERICAN DATUM / /// �IJ� ~ , — g g• rYY
/ / /// //� � .' .^' / // j � 1 1 i I �1 \ ~ �� \ �\ ` \ \\ � and seal his Oth day of November, 2015.
'/ /i /i --mod III 1 1 �\ �_� --/ / — — /� \ ._
EB ELECTRIC BOX / , / — — J / i I !I 1 1 _ �/
_ / \ IDS is or��{iJ. HeIW►S Summers Walk Phase 6
KITS NOT TO SCALE %/♦ / / 1 / l �`I 1 \Ill rr
� / / � ♦ r 111 i 1 \ \ � n � it i` i /��— RlDi 1 746101
COS COMMON OPEN SPACE / / / 1 \ } .. /////% —ter/�1 7331 PG 257 Deweese Township, Mecklenburg County
/ \ / /'//� ~ i��r /f` \\ PROFESSION YSURVEYOR L-3810 NORTH CAROLINA
WM WATER METER / / / / l l \a\ \L �\ \ / \ l JI ( Q
_\.��` /�� / \ ` ` 60' 30' 0 fi0' 120' 180,
SDE STORM DRAIN EASEMENT'_ / \
SE SIGHT EASEMENT (TRIANGLE}
ICV IRRIGATION CONTROL VALVE / / �C \\� \ ~ \\\i/// / �``�/$ ~ 1� \ \ _ tti iiC�ri,,
PH FIRE HYDRANT TREE LEGEND /�r\ _,\�` �/ /�� ` `\ ��5, \ 1 1 l \ \ ``�p��QF Essig .�/''..
1 \ \ \ � I , \ \ _ .Q� ti��. SGALE� DATE JOB # DRAWN
WMH WATER MANHOLE POPLAR TREE r\ \ — 1 �� r1 I�/>>` ` ~\ I l I A 1 = 1 _60 1 1 /20/15 0667 JCA/MCF
NOTES' _ \
SSMH SANITARY SEWER MANHOLE ' DECIDUOUS TREE I Q - SEAL
DI DROP INLET 1. Tax Parcel Identification Number: 00747101, 00747113, 00747122 �_. \
Cr CURB INLET Current Owner: PC SUMMERS WALK, LLC OAK TREE j // — �7\\\11 f? / ((l i i y L-3810
FES FLARED END SECTION 2. Deed Reference; A portion of Deed Book 27770 Page 331 MAPLE TREE �i / _ Q5=- �L ? v ' . c�
-X- FENCE 3. Plat Reference: MB 49 PG 637, MB 52 Page 963 PINE TREE / / — — — _ 1 \ �11 '%. . �o SUR`i
UTILITY POLE 4. Zoned; RPA Q CEDAR TREE / / ~ / _� '����'"'err rrCi�����;��`` 1VA7
LIGHT POLE S. SDE, SE, and SIDEWALK EASEMENTS are recorded in MB 49 PG 637 PECAN TREE
LAMPPOST ELM TREE / 1��r ��� L A N 0 S U R V E Y I N G
` matics, P.C. (C•-3191)
WATER VALVE / / ' r
-W- WATER LINE Allen Geo
PO Box 89, Advance, NC 27006
[phone]
C0006 www.AllenGeomatics.com

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GENERAL NOTES:
1. EXISTING CONDITION INFO PROVIDED BY & SURVEY TITLED "M/I HOMES OF
CHARLOTTE, LLC." BY ALLEN GEOMATICS LAND SURVEYING, DATED NOVEMBER
29TH 2O17, PROVIDED BY BLUE HEEL DEVELOPMENT
2. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY LOCATIONS AND
DEPTHS OF ALL EXISTING UTILITIES.
3. THIS MAP IS NOT INTENDED TO BE A BOUNDARY SURVEY.
4. THIS PROPERTY IS ZONED NEIGHBORHOOD GENERAL.
5. CONTRACTOR SHALL COORDINATE DEMOLITION AND CONSTRUCTION ACTIVITIES AS
NECESSARY TO MAINTAIN ACCESS AND FUNCTION OF EXISTING UTILITIES (INCLUDING
STORMWATER) THROUGHOUT CONSTRUCTION.
6. CONTRACTOR TO SAWCUT AT LIMITS OF PAVING/CURB & GUTTER REMOVAL
D13 � 733 >�6rli, s
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REMOVE APPROXIMATELY
26 LF OF EXISTING 2' CURB AND
GUTTER
/ REMOVE EXISTING GRAVEL DRIVEWAY. COORDINATE
WITH PROPERTY OWNER TO MAINTAIN PROPERTY
/ ACCESS THROUGHOUT CONSTRUCTION
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/ EXISTING ROAD RIGHT-OF-WAY (TYP.)
brimp OEM
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--- 705'
/
\
FUTURE PROJECT LIMITS
\ \ p OF DISTURBANCE (TYP.) I \\ \\l0\ \
\
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No
\ \ \ \\ \ \\ \ may_
25
\ 7 _—_—
low
/ PROJECT LIMITS OF DISTURBANCE (TYP.) REMOVE APPROXIMATELY REMOVE APPROXIMATELY
31 LF OF EXISTING 2' CURB AND 26 LF OF EXISTING 2' CURB AND ,t
GUTTER GUTTER \ \\\\ / I •. i / `OG
/ y du M� 1
REMOVE APPROXIMATELY_r \ SG(/,, ,�/
6,509 SF OF FULL DEPTH ASPHALT ` DEMOLISH APPROXIMATELY / �I / / \ \\ \ /' \ / " XD. y`hla j, 9
153 SF OF EXISTING CONCRETE SIDEWALK \� \ \ �' i '� // // \ , Mjj `9°t 9 �0 7� �a
DEMOLISH APPROXIMATELY 1 g/ / / \ ',.\(° S'�'^ . P/ ` 3,2
150 SF OF EXISTING CONCRETE SIDEWALK — — 750 — — \ \ =OI- _r�= � AIK / / / / ; i'l // // \P/ ""`/" .eI- `/ �03 \
REMOVE APPROXIMATELY / - C>` — — — — — — �'� — / P %1� 3
47 LF OF EXISTING 2' CURB AND / / _ �— — _ - — J ' — — - — 7— — — — ' /' _ _ / J • /' / \\\ / / X\\ \ /D. O i ?-S �V
Lql
GUTTER / / / — _ . \ ' ' ' /\\ / \ 7� \ /
_ \
' • _ �� p� — CONTRACTOR SHALL REMOVE
APPROXIMATELY
23 LF OF EXISTING 2' CURB AND
o GUTTER74
REMOVE APPROXIMATELY /
\ 58 LF OF EXISTING 2' CURB AND — ? �� _ � �
GUTTER ` • / ' _ _ —Cap — — — �� CONTRACTOR SHALL REMOVE
\ \ 7 La _ APPROXIMATELY
22 LF OF EXISTING 2'CURB AND
GUTTER / .. /' /' / / /� \\\\\ \\\\ / \ /
PROTECT EXISTING PEDESTRIAN STREET I caA
n I N�
\\ \ _ — — \ / — / / \ * / / \ \ ` \\ \\ \ yle`
LIGHTING THROUGHOUT CONSTRUCTION I — — / / /' / DEMOLISH APPROXIMATELY 'AIN- N, 9
(TYP.) \ _ — — — — — — — — — — — — — — / / / / 150 SF OF EXISTING CONCRETE SIDEWALK \ \ \\ \\ \\ F
M- I ,• . _ - 740
l�
PROPOSED TREE PROTECTION (TYP.) / _ —� / � \. / '-' � — — — � � \ \N, \\\\\ \
EXISTING TREE -TO REMAIN (TYP.) / _ ^ — — — — — — — " �� _ \ \\\\
bcU
i
/ O -74$ REMOVE APPROXIMATELY 31 LF OF
• QJ� / / / j j // / L t� l I — / — ' EXISTING 2' CURB AND GUTTER 730 �\ /
v cJ •/ / REMOVE APPROXIMATELY _ _— — _ -I — — _ 2:— �' — — — — — — — '
35 LF OF EXISTING 2' CURB AND _ — REMOVE APPROXIMATELY
GUTTER \ _ 96 LF OF EXISTING 2' CURB AND = \� — — ' — - — ' I I / / - / / / _ / \_�
GUTTER 1 _ _ — REMOVE APPROXIMATELY
�-\ � _REMOVE 45 LF OF EXISTING 24" RCP _
9,830 SF OF FULL DEPTH ASPHALT M /
(COORDINATE WITH NEW CONSTRUCTION
J j / DEMOLISH APPROXIMATELY / �' / / / / _ — — ^ \ �— TO MAINTAIN SERVICE) EXISTING TREE LINE ' / / / / r
235 SF OF EXISTING \\ — 1 -'30 TO BE REMOVED (TYP.)
CONCRETE SIDEWALK / / , / _ — — — — — \ \ \ EXISTING TREE - TO BE REMOVED (TYP.)
77
� /// I / I pI/II o// /\
'O
m//I / /_ O y REMOVE EXISTING RIPRAP \\\ / EXISTING TREE LINE (TYP.) cA IN
v ��//
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730j/ /--X / /I/� I IIlIlI JlIllIlr\\\\ 11
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EROSION CONTROL & WATER QUALITY INSPECTOR:
CHANELL HATCH
[phone]
LAND DEVELOPMENT INSPECTOR:
TOMMY KEZIAH
[phone]
ZONING INSPECTOR:
BRIAN SIFFORD
[phone]
20 41Iro +III z \\\\ \
%720 �/—_-- _ '�
\ \ \
\\ / I I I / // // //// I I I I I / \ �,�►\\ —L_ 715_
-7 Ao� -T=\
\ EXISTING UPLAND ZONE
I I ( \ \ \ I / _ SWIM / PCO BUFFER (TYP.)
Dewberry
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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KEY PLAN
SCALE: 1" =40'
3
10/03/19
MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
TITLE
MTK
BML
BML
MAY 31, 2019
DEMOLITION PLAN
PROJECT NO. 50104981
ci 001

1
LEGEND
638 EXISTING MINOR CONTOUR
640 EXISTING MAJOR CONTOUR
x X X PROPOSED SILT FENCE
- xx xx xx PROPOSED HIGH HAZARD SILT FENCE
EPROPOSED DIVERSION DITCH
PROPOSED TREE PROTECTION
638 PROPOSED MINOR CONTOUR
640 PROPOSED MAJOR CONTOUR
PROPOSED GRAVEL /
PROPOSED LIMITS OF DISTURBANCE
PROPOSED DRAINAGE AREA BOUNDARY
TOTAL DISTURBED
AREA:
6.95 ± ACRES
/
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\
EX, /SSMH /
\ RIM: 747,23' / I
I IN: h35,35' 1
IN,/ IN ❑UT./ 735,17' / 1
/
/
2 3 4 5
EROSION CONTROL CONSTRUCTION SEQUENCE (PHASE 1): \\ \ \ \ \ \ \ \ \ \ I I \ \ \ \ \ \\��
EROSION CONTROL & WATER QUALITY INSPECTOR:
1. OBTAIN GRADING EROSION CONTROL PLAN APPROVAL FROM MECKLENBURG COUNTY LUESA. OBTAIN
CHANELL HATCH \ \ \ \ _ �
CERTIFICATION OF COVERAGE (COC) FROM NCDEQ. \ \ \ \ \ \ \ \ 0/�_�
[phone] \ \ \ \ /� / -
2. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH THE FOLLOWING DEPARTMENTS: LUESA
LAND DEVELOPMENT INSPECTOR:
, LAND DEVELOPMENT INSPECTOR AND ZONING INSPECTOR. FAILURE TO
TOMMY KEZIAH SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS SUBJECT TO FINE. \ \ \
EROSION CONTROL INSPECTOR
[phone] `
3. INSTALL CONSTRUCTION ENTRANCES, TIRE WASH LOCATIONS, TREE PROTECTION, SILT FENCE, HIGH HAZARD � \ \ � - � � ��� J / � - - - -
ZONING INSPECTOR: SILT FENCE, STONE OUTLETS IN SILT FENCE, TEMPORARY SEDIMENT BASIN, BASIN CONTROL STRUCTURE,
BRIAN SIFFORD OUTFALL PIPE, RIP -RAP APRON, DIVERSION DITCHES, ROCK CHECK DAMS, EMBANKMENT MATTING, CATCH
[phone] BASIN INLET PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO \ \ \ \
INSTALL THESE DEVICES. dI111
1 ✓�
4. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT
AND CLEARING AND GRUBBING MAY BEGIN. I \ \ \ \ \ \ \ \ J/ // // I )/ /
� I \ \\ � `• '\ \ �\ l lil ID I I //'
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES.�v
6. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
` 7. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURE. °°�° ° \ \ \ \ \ I \ \ \ \ \ (\ \��� / A%�
v v A v V A v v v V A\ I IIIII//I 13 / S %/
8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION AND �m I\ \ \ \ \ \ \ \ I I I I 11 / / / -? -Z
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF AGRICULTURE, MECKLENBURG COUNTY � \ \ \ \ \ \ \ \ \ \ \ \ I
/ EROSION CONTROL ORDINANCE, AND THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS.
:_
/ 9. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR \ \ \ ■ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ - , ; ; - , , ; ; ; . _ _ _ _ _
PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. PROPOSED FUTURE LIMITS
10. SEE SHEET C0.01 FOR ADDITIONAL EROSION CONTROL NOTES \ \ \ \\ \ \ \ \ 1 \ \\ \ \ \ \ I 10F DISTURBANCE (TYP.), : i
/ Tie
8.2s3 7�7Z 9�/b,0� / I \ \ / � I I \ \ \ 1------ � / EX, SSMH
PHASE 1 BASIN DA. (OFFSITE): 7� p6 \ / /� I \ \ /
WOODS: 0.16 AC. P�j , / / \\ // \ RIM: 735,49'
ss / \ \� / / , S INV. IN: 725,02'
GRASS (B SOIL): 0.88 AC. 9 INV. OUT: 724.89' /
IMPERVIOUS: 0.70 AC. / / \vv // \/�� O�
TOTAL: 1.74 AC.
/
PROPOSED TEMPORARY CONSTRUCTION EXISTING PROPERTY LINE / /r\\\ �� �� �\\ 1 I WIN
ENTRANCE (TYP.) -SEE DETAIL ON SHEET (TYP.) / \\� .• / �,' / /• Lot
000 EXISTING SHARED PRIVATE / i / \\ / • . \ /% / , �y�(,�/^w C7
GRAVEL DRIVE (TYP.) / / / / �\ - _ EX CB �LJ • �'le�S 9
• \ \ /RIM: 7�36.04' 0 of pp
/so-�Nv,; �KN❑wN � //cam 9
PROPOSED LIMITS OF- "^ , C�
DISTURBANCE (TYP.) / / / / / • \ : �� l = / / / �P/� • I Y`' lel^s. 63 \
/--749// / \ M13 y�9�t s pp7� �a/kJ
k EX, -- - - - -- - - - - -- �=--' _ 1 ® ^f`Q� \ / \ / / P/D �'t3> \
RI 74§,8 '' _ r - - - / / 1 i•� / ://-
IN OJT; /739,90'
745-
PROPOSED TREE -744 - - - - - -
• / _ PROTECTION FENCE (TYP.) - - - _ - / / EX, �MH
/ -7 f - SEE DETAIL ON SHEET C6.02 __ _ _ - - - - - - - - J - ' / / �YM1 741,19'-
1
• ' / � _ - V - � � � ' �°� INV, IN;�7 �6,70, � / / � vvv --vvv - � �� � /
f
43 _ PROPOSED SILT FENCE (TYP.) - �-•� % . / �' INV, IN- 726,4� P/T Cp
SEE DETAIL ON SHEET C6.01 / � �/' / / � D: S
r / / _
< M � �'►�l ems
\ \ \ \\ \ 13
II I ------ ---------741---- - - - -J/ �9 P 6
EX. CB
NZI
EX, CB-\--____-__ X, SSMH > / / '13
I / RIM: 739,77' ---__ RIM: 7 ,33' - \ / __-_ �1733- � \
• / INV, OUT: 734.70' - / / INV, I 72�J47' • ' / / / / / - - - - - - - _ _ _ _ \ - \\ \
Lj - _ X. DCB / / / - EXISTING 70, GAS _ \ �\ / \ \ \
// / / � - �_ / INV, � 729,32' / / / - EASEMENT P. �\ - )� �\ /
d f / I ' EX, CB RIhT-�8 34 / (N )-
RIM: 738.60' INV. INCW).73
INV!❑UT. 732,58' N INV. IN(E): 733.71 '• / - - �
INV. OUT:733.35 ��j _ - - PROPOSED SILT FENCE (TYP.) 131' �
Q) / / -'/ j _ _ _ w �� i -' - _ - - _ SEE DETAIL ON SHEET C6.01 PROPOSED SILT FENCE ROCK OUTLET (TYP.) /
' • SEE DETAIL ON SHEET C6.01-
ni l // / l I / - _ _ _ • �� - - _ _ -EXISTING SAN. SWR. PIPE &
r
/ •/ / / I - �- PROPOSED CONCRET • �- - - n
-STRUCTURE TYP. / / � / / / �-
E FES_ - \ - WASHOUT (TYP.) _- - - - -
II _ j __- _ --_ __--_- PHASE18ASINDA.: / / / �' >� \
I/NVr'b�T; 38.9I7'- / \ - _���--_%%� 35 __----' ��� / IPROPOSEDLIMITSOF / %-J .-'\> /
/ / - - - _ - - - _ - DENUDED (B SOIL): 0.98 AC. -
® - DISTURBANCE (TYP.)
/ c �? / / J / / / / PROPOSED TIRE WASH DENUDED (D SOIL): 2.54 AC. - - - _ _ , -
LOCATION - SEE DETAILS (TYP.) _ _ _ - -PROPOSED CATCH BASIN INLET IMPERVIOUS: 0.65 AC.
cJ •• •'' PROTECTION TYP. - SEE DETAIL PROPOSED TEMP.
b / PROPOSED TEMPORARY CLEAN 0 - - - - - (TYP.) TOTAL: 4.17 AC. �� ROCK CHECK
/ " ✓ / _ -727- - - - _ -ON SHEET C6.03 DAMN (TYP.)
WATER DIVERSION DITCH (TYP.)
SEE DETAIL ON SHEETC6.Oi/
PROPOSED TEMP. DIVERSION DITCH -
/ /
17 MIN. 18" DEEP, BERM SHALL HAVE AMIN. 10 / \ I I / / / / � / / / /
C) 3 I I I / \ �\ 18" WIDTH, MIN. 2/ SLOPE (TYP.).
7 \ \ I I I
/ r l
ly
/
/ / / / --__- l
/ \ ( CONTRACTOR SHALL STABILIZE ALL \ , / \ I / / / / Z
APROPOSED 69 LF, 15" TEMPORARY SLOPE q I / / / / /
DENUDED AREAS AS SOON AS PRACTICABLE_ �\� � \ - �'I3 / �33- - / / / � / � / /
PROPOSED TEMP. ROCK \ DRAIN, INV. IN-731.50, INV.OUT- 712.67. / - _ / / / / J
°� •� �`�� 1 I �33 \lu CHECK DAMN p. / ' SEE C6.02 FOR SEEDING SCHEDULES (TYP.) �� \ MIN. COVER 1.5', MIN. 4' TOP OF BASIN.
I `I I \ \ I / v 1 - \ \ \ PROPOSED NA -GREEN S150BN
EMBANKMENT MATTING (TYP.) \
�� v vv vvvv �v �2s _-i- -/ /�I\ Ilr �l
PROPOSED 25-LF, 24" TEMPORARY SLOPE\ \ \ \ \ \ 1-1
/ EXISTING TREE LINE /' IIII
ro
/ DRAIN, INV. IN-714.50, INV.OUT- 712.88. \ \ \ / (TYP.)
3 \ \ \ \ \ MIN. COVER 1.5', MIN. 4' TOP OF BASIN.- \ \ - \ ' ' / - - - '
/' / \\ \\ \ \ \\ \ \ V A PROPOSED TEMP. SEDIMENT -\ v - \ / / I�
b ' \ \ \ \ \3�\ 722
/ c�U l l I l l l \ I \ \ \ �v A _ /PIT SUMP AREA (TYP.)
cle / / I / IV \\ \V V A\ \ �� ��D� '
6"
PROPOSED ��
\ % PROPOSED SILT FENCE (TYP.) ( \ \ \ \ \
713
!p SEE DETAIL ON SHEET C6.01
1 1
V�(
\
�V�\/l
\) I \
PROPOSEDTREE
PROTECTION FENCE (TYP.) -\ A PROPOSED ROCK FOREBA
'SEE DETAIL ON SHEET C6.02 SEEEMBANKMENT (TYP.) V \I� IIJ 1II/ 1I�II 1I I II1I1II� III IIIIII I II I 111AI�IV\1 \I\I \\ \ 1 i vv / I I I
I
/
l
i
PROPOSED TREE PROTECTION FENCE DETAIL ON SHEET C6.01
\ PROPOSED HIGH HAZARD �- - - A _ AA\\ VA� AVAA
(TYP.) - SEE DETAIL ON SHEET C6.02 S' V A V A V I? j�� / -� V AA \\� / / 1 V \ V - �)
\ SILT FENCE TYP. SEE 6\ \ \ \ \ \ \ \ \ \ \ \ - i �; ! l'i / > \ \\\\\ll 11 / \ \ \ \ �6 / \\ \ \ l \\�i%/ I
O v ( ) - - - FER\ �j ���v V v - " �i i I PROPOSED DOUBLE ROW OF HIGH HAZARD v v v yl lIl vvv
\ \\\ \ iTi
�A "\ �� DETAIL ON SHEET C6.03� - \ \ \ \ \ \ \ r'p, SILT FENCE TYP. - SEE DETAIL ON SHEET C6.03
� PROPOSED LIMITS OFF
DISTURBANCE (TYP.)��
\ \ � \\
PROPOSED COIR BAFFLES TYP. _ / / IIII
SEE DETAIL ON SHEET C6.02 / // I
I \ _ 1 \\\ \� L -_- ` \-
�
PROPOSED 2.5" FAIRCLOTH SKIM-MER WITH
714 1.2" ORIFICE - SEE DETAIL ON SHEET C6.03
PROPOSED 20' STONE EMERGENCY
ENCY
\ J I I I I / // / / I I \ OVERFLOW WEIR ELEV.: 714.25
'PROPOSED OUTLET CONTROL STRUCTURE (CS-D02) AND -J
OUTFALL PIPE TO BE INSTALLED THIS PHASE -SEE DETAILS-
-AND STORM PROFILES FOR MORE INFORMATION - - III
SEE EMBANKMENT \ - � _/ /- - K` �\ ' 717--_
I PROPOSED ANTI -SEEP COLLARS - SEE- - �\\
CONSTRUCTION -
> ON SHEET C4.01 0> BMP DETAIL SHEET FOR MORE INFO.
/ I I - 1 - PROPOSED FES D01 STORM DRAIN FLARED END - _ - - - - / - - - _ - - - / I\� \ \ \ \ / // / / - /' - / \✓
SECTION (TYP.) SEE STORM PROFILE FOR MORE INFO. PROPOSED
_
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0 220201
Dewberry
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY MTK
APPROVED BY
CHECKED BY
DATE
TITLE
BML
BML
MAY 31, 2019
PHASE I EROSION AND
SEDIMENT CONTROL
PROJECT NO. 501 04981
C2001

1 1 2 1 3 1 4 1 5
EROSION CONTROL CONSTRUCTION SEQUENCE (PHASE 2):LEGEND
i
638 EXISTING MINOR CONTOUR
640 EXISTING MAJOR CONTOUR
X X X PROPOSED SILT FENCE
- xx xx xx PROPOSED HIGH HAZARD SILT FENCE
E PROPOSED DIVERSION DITCH
-----�---� PROPOSED TREE PROTECTION
638 PROPOSED MINOR CONTOUR
640 PROPOSED MAJOR CONTOUR
PROPOSED GRAVEL
PROPOSED LIMITS OF DISTURBANCE
C
PROPOSED DRAINAGE AREA BOUNDARY
TOTAL DISTURBED
AREA: / 10
6.95 ± ACRES
1. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL PHASE 1 EROSION CONTROL DEVICES AND STRUCTURES.
2. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF PHASE 1 EROSION CONTROL MEASURES.
3. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING ' O�%
Il) / \
WITH EACH PHASE OF EROSION CONTROL MEASURES. \ \ _ \ \\ �\ \�_ - - \ / / \
-C \ \ _ \���i/�\
4. INSTALL CURB & GUTTER, STORM DRAINAGE STRUCTURES & PIPES, INLET PROTECTION, EMBANKMENT MATTING, AND OTHER / \ \ \ \ \ o = -\\\ -
MEASURES AS SHOWN ON PLANS.
PROPOSED FUTURE LIMITS \ " I \ \ \ OF DISTURBANCE (TYP.)
I \ \
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. \ r� r ,• \ 1 \i ' // I \ \ \ \ \
\ \\\w \I\1 \I ,\,1\II-
6. THE LAND DEVELOPMENT INSPECTOR SHOULD BE CALLED TO CONDUCT INSPECTIONS ON STORM DRAINAGE, SIDEWALKS, 1 \ \ \ \ \ \ \ \ \ \ \ \ (� \ \ \ '\ )/// // I I/ ,
DRIVEWAY ON STORM DRAINAGE, SIDEWALKS, DRIVE WAY IMPROVEMENTS, AND ALL ASPECTS OF ROAD CONSTRUCTION
/ -7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. I, ,
V�V
/ 8. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY EROSION CONTROL MEASURES.
9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, U. S. DEPT. OF AGRICULTURE, MECKLENBURG COUNTY EROSION CONTROL ORDINANCE, AND THE
CHARLOTTE-MECKLEN BURG LAND DEVELOPMENT STANDARDS.60
-
/ 10. CALL THE WATER QUALITY INSPECTOR TO SET UP A BMP PRE -CONSTRUCTION MEETING PRIOR TO STARTING ANY WORK ON
BMPS. THIS MEETING SHOULD TAKE PLACE AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION ON ANY BMP AND SHALL-
\
/ INCLUDE THE DESIGN ENGINEER TO ENSURE ENGINEER INSPECTIONS ARE PERFORMED AT KEY BMP INSTALLATION PHASES.
11. THE DESIGN ENGINEER MUST VERIFY AND CERTIFY THE DRAINAGE AREA IS PROPERLY STABILIZED; MEASURES ARE IN PLACE TO
PREVENT SEDIMENTATION INTO THE BMP, THE STORM DRAINS, INLETS AND PAVEMENT HAVE BEEN PROPERLY CLEANED PRIOR TO
COMMENCEMENT OF BMP CONSTRUCTION.
12. SEE SHEET C0.01 FOR ADDITIONAL EROSION CONTROL NOTES.
PID
L)13
.25� 7� 7z 9 ��1- - - - - / X, SSMH
7z Pq 6 �� i / `�C\\\ /l �/ //� J ' \\ \\\ - - - - - - - - % RIM; 735.49'
/ INV, IN; 725.02'
PHASE 2 BASIN DA. (OFFSITE): S9 �/ / ` / /�`�\ / I - - f \ INV, ❑UT. 724,89'
WOODS: 0.16 AC.
GRASS (B SOIL): 0.88 AC.
IMPERVIOUS: 0.70 AC. / / / / `� �`\, �C) ��� / I WN • •• d 3�3„q
TOTAL: 1.74 AC. EXISTING PROPERTY / l / _ ^A Lo t
/ LINE (TYP.)\EX, CB
,� 000 �751 ✓� / � / / / / �2 � � / RIM; 7 6,04' LPXL)�
/ 750� / �750- / / 11 �� / ENV,, UI�❑WN \ i�M� 9Ot 9 pp 7� �a
� Nc' / PROPOSED LIMITS OF / . /c� / / / \ / • \ ` \� / i / / / \ JT�' �l P� 63 ��
- 748 / \ DISTURBANCE (TYP.) U /O L P�U• e`S \
-_ ' A / \ n of O �R
/ / - -749 _ -748 / / / UC) \ l ` �� l/ \ � N/ � 9 P/g p >� 7�
_ - ` _ \ \ l `� fit,^ , y 6 -2.2
/ - - - - _10' WIDE COUNTfiY Tl - 746 / A �. \ 1 / / \�� / / ' "'l 7
_ /
lk EX. / � __-�__ -_ - I _- - _15 _- -' 1 � J• / ®rf `� / x / P/D- � e,-S- \ /
4 O
' "RCP �
RI 749.8� �\ ✓V /-
• . w IN OGT: 739,90' - 747- _ _ _ _ J _All - - - - 15"RCP - - - - - y �, �/ ��l p7� 73 /K� \ pr
�vlu
\
745
IG �D
/ ^ _ / • �• � � � `/ / l `� - - � _ i - i �� 15" RCP �
745 745- �O •✓ Q J /��\ (� 1
744
/ /, • _ % 1 / �* PROPOSED TREE - -744 - - ' i A8
PROTECT • /�// / `\�� �� \ \ \�
ION FENCE (TYP.) vJ
- O • • /MH `� _ / 1
EX, /SSMH / - • . / INSTALLED IN PHASE 1 - - _ - - _ - - - /�
',' ��PROPOSED CATCH BASIN -� / 741,19' / � ` >
RIM: �47,23' / - - � A302
\ / I �J i i } - - ; �Y� ate_ INLET PROTECTION (TYP.) IN IN; _26,70' cn
/ I IN �735,35 ,t / 7 \, _
1 A110 i, it 44 _7 43' - - -SEE DETAIL ON SHEET C6.03 / 0' INV IN: 726,4� �� l
IN OUT-/ 73517' / I ' _ - - - - - - ' \ / % / - / / / �\\ ��\ \ \ l PID. c�
NZ' - PROPOSED SILT FENCE
INSTALLED IN PHASE 1 (TYP.) < ��. / \ \ �� `�
743- A301 �� �A V A113
- - J \ �\ \ P�
/ . A • • I II 'pC',p 743 - - - - - A7017 41 - -� . / �� V � \ \ \
/ / ». / - L_ I ' ' • 15" RCP
A601 EX A109 EX. OBE-- ___--"R�; pv - - X, SSMH
(T 15" RCP RIM; 739,�7 EX A108 / RIM; 7 33 I �� 1g9 �5� PROPOSED SILT FENCE ROCK OUTLET- \733-
\ A105 INV, ❑UT; R34,70 -� i INV, I i 72�,47 A6 6 ° (TYP.) -INSTALLED IN PHASE 1
�� /%� EX Al07 U -- X, DCB INV, >�29,32'
24 A106 EX, CB _
RCP / INV. IN(E)�,7733, 1 --- . •� - - - 18" RIM; 738,60INVi
- � ® PROPOSED LIMITS OF -
a�/ • . / j �/ / \ - 32,524�-P INV. OUT: 733,35' -PROPOSED SILT FENCE (TYP.) % y�
-
/INSTALLED IN PHASE 1 DISTURBANCE (TYP.) 31
/ / � ,�
/ •• / / / / _ -_ _ _ _ - - - - - PHASE 2 BASIN DA.:
�� / •/ / / / I / / / �( _ 739/ - - - - - - - -738 PROPOSED CATCH BASIN - -736- DENUDED (B SOIL): 0.84 AC.
�' •/ / / I _ DENUDED D SOIL): 1.45 AC.
4. -- 24 RCP- _ _ / - �3 _ - ; 738, - - - - - INLET PROTECTION (TYP.) - ��-
/ _ - - - IMPERVIOUS: 2.38 AC. - �
• /• � - - - - SEE DETAIL ON SHEET C6.03 CONTRACTOR SHALL STABILIZE ALL / / - �
A104 v - -% _ - - ; _ - - _�_ - - _73s _ -t _ _ TOTAL: 4.67 AC. fP v
- �G ,� DENUDED AREAS AS SOON AS PRACTICABLEN / / / SEE C6.02 FOR SEEDING SCHEDULES (TYP.)
•• / A201• 15 Rip; 24" RCP _ _ - \ \ \ \ ` - _ _- PROPOSED STORM DRAIN PIPES A501 �3e
® �b A. / / / / / / / / / 24 RCP % 7 / - - _ _ - &STRUCTURES TO BE INSTALLED >
/ / / / // 727- _ IN THIS PHASE (TYP.) - SEE 73$
A102 _ ,A401 - )fig STORM PROFILE FOR MORE INFO. 15" RCP / I I I // / / / // 1 // ' �Vj�
v-'A3�
15" RCP 737
/ P7� / / � / // / I/o / / U // / - 1 / // // �0
I ®
B3 - A4 / �\ 1 I I / / / // /
24"
RCP24 RCP
, _
/ 735 PROPOSED NA -GREEN - ,334� / 3-
/ • • / I / \ / 737 AIIOO - \ _-13 -
o S150BN EMBANKMENT \ / - - - _ \ \ \ ` ' , J
2 \ 24" / = MATTING (TYP.)
A20
RCP"I 728 \ \�\ � \ � \
1A
726
725
�� / ,A2
8, I / / V A203 1�1 i rn
I cryd / / I / I \ \ \ / , - - PROPOSED HIGH HAZARD SILT i v v v v - - - - - - -
�- FENCE (TYP.) INSTALLED_ IN PHASE
/ I / / I V A \ w
ce 719 716 > -
\i/ I I A l \ \ �� �22 I / �8
EROSION CONTROL & WATER QUALITY INSPECTOR:
CHANELL HATCH
[phone]
LAND DEVELOPMENT INSPECTOR:
TOMMY KEZIAH
[phone]
ZONING INSPECTOR:
BRIAN SIFFORD
[phone]
A \ / I I I I \
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/ \ � � � \ > � v � �o v /� v v v v A � v 7 \ \ v� v v I � � / / // III I I �
1 v
"/ v v� V PROPOSED RIP -RAP APRON \ �� PROPOSED ROCK FOREBAY EMBANKMENT (TYP.) - VA \ �\ - _ - V A / I �, // �/ �I III1 V I I I /
( \ \
v \ \ \V A TYP. - SEE DETAIL SHEET C7._ e \ SEE DETAIL ON SHEET C6.01-
PROPOSED LIMITS OF - - --
DISTURBANCE (TYP.)-PROPOSEDTREE v\vI/ I I I III III I II I1
I
/
/
V PROTECTION FENCE (TYP.)
\ INSTALLED IN PHASE 1
PPROPOSED T�REE �
ROTECTION FENCE (TYP.) \�
INSTALLED I PHASE 1 p
711 /
/
/
712
\ \ > '�' PROPOSED DOUBLE ROW OF HIGH HAZARD
til �.._.. (TYP.) _PHASE
SILT FENCE TYP. INSTALLED IN 1\\\
f
714 PROPOSED COIR BAFFLES (TYP.) - - _ _-_
_ _ ----- ---
I SEE DETAIL ON SHEET C6.02 - J
\ PROPOSED NA -GREEN V-MAX SC250 I I -PROPOSED 20' STONE EMERGENCY -
PERMANENT CHANNEL MATTING (TYP.) / / / I I I \ - - - - - / \I II ^ _ \ - - \ v - _ - - j - - _\ =Z� \ \
J / \III \ -
OVERFLOW WEIR ELEV.: 714.25
q,
\ �
/ \ / /// /�'�i� i���I ��I ///// / // /////I/l/l /l // / I III� I III I I � ICII ✓ PROPOSED FAtIRC_ LOTH 2.5" SKIMM_ER---I�-�----- - DO 10
I x \(INSTALLED IN PHASE-1) WITH 1.4" 717-
�PROPOSED OUTLET'
RISER
INSTALLED IN PHASE 1
715-
PROPOSED SILT FENCE ROCK OUTLETS ~ \ - _ - - - - - \ \ / II \ \ \ \
(TYP.)-INSTALLED INPHASE I`-
i�i�-
����ii-
1 Dewberry�19:�'
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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SCALE: 1" =40'
3
10/03/19
MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
TITLE
MTK
BML
BML
MAY 31, 2019
PHASE II EROSION AND
SEDIMENT CONTROL
PROJECT NO. 501 04981
C2002

1
2
3 4 5
E
C
CONTACTS
DEVELOPER:
BLUE HEEL DEVELOPMENT
CONTACT: MATT GALLAGHER
442 SOUTH MAIN STREET, SUITE 100 DAVIDSON, NC 28036
704-634-5140
[e-mail]
ENGINEER:
DEWBERRY ENGINEERS INC.
CONTACT: BRIAN LAFRANCHI, PE
9300 HARRIS CORNERS PARKWAY
SUITE 220
CHARLOTTE, NC 28269
704-631-5206
[e-mail]
SITE PLAN DATA TABLE
PROJECT NAME:
PARCEL NUMBERS:
TOTAL ACREAGE:
SUMMERS WALK PHASE 6A & B
007-47-101, 007-47-113
7.20 AC.
IMPERVIOUS DRAINAGE AREA CALCULATIONS
PRE -DEVELOPMENT: POST -DEVELOPMENT:
PERVIOUS: 6.0 AC (90.0%) PERVIOUS: 4.29 AC (64.32%)
IMPERVIOUS: 0.67 AC (10.0%) IMPERVIOUS: 2.38 AC (35.68%)
TOTAL: 6.67 AC TOTAL:
6.67 AC
BUILT UPON AREA (BUA) SUMMARY:
PROPOSED ROAD BUA:
22,626 SQFT (0.52 ACRES)
PROPOSED SIDEWALK BUA:
910 SQFT (0.02 ACRES)
EXISTING ROAD & SIDEWALK BUA:
29,185 SQFT (0.67 ACRES)
PROPOSED BUA - LOTS 1 - 11
16,060 SQFT (0.36 ACRES)
(1,460 SQFT / LOT)
PROPOSED BUA - LOT 12
3,500 SQFT (0.07 ACRES)
PROPOSED BUA - LOTS 13 - 36
35,040 SQFT (0.81 ACRES)
(1,460 SQFT / LOT)
EXISTING OFF -SITE BUA:
30,492 SQFT (0.70 ACRES)
TOTAL EXISTING BUA (TO BE DETAINED):
59,677 SQFT (1.37 ACRES)
TOTAL PROPOSED SITE BUA (PHASE 6A, 613):
115,857 SQFT (2.38 ACRES)
LOT SCHEDULE:
WIDTH(FT) QTY
21-40 35
>60 1
SETBACK NOTES:
COMMENT
SINGLE FAMILY TOWN HOMES, LOTS 1-11, 13-36
SINGLE FAMILY HOMES, LOT 12
1. ALL LOTS FOR SINGLE FAMILY TOWNHOMES TO HAVE SETBACKS AS FOLLOWS PER
TOWN OF DAVIDSON PLANNING ORDINANCE.
FRONT SETACK: 0' MINIMUM, 25MAXIMUM
SIDE SETBACK: 0' MINIMUM, 40' MAXIMUM
REAR SETBACK: 5' MINIMUM, 5' MAXIMUM
(TND-OVERLAY IS A SUBSET OF THE RURAL ZONING DESIGNATION)
2. ALL LOTS FOR SINGLE FAMILY HOMES TO HAVE SETBACKS AS FOLLOWS PER TOWN
OF DAVIDSON PLANNING ORDINANCE.
FRONT SETACK: 10' MINIMUM, N/A' MAXIMUM
SIDE SETBACK: T MINIMUM, N/A' MAXIMUM
REAR SETBACK: 20' MINIMUM, N/A' MAXIMUM
(TND-OVERLAY IS A SUBSET OF THE RURAL ZONING DESIGNATION)
FIRE NOTES
FIRE APPARATUS ACCESS ROADS AND TURN AROUNDS
SHALL BE DESIGNED AND MAINTAINED TO SUPPORT
THE IMPOSED LOADS OF FIRE APPARATUS OF 80,000
POUNDS.
TOTAL SQUARE FEET. 313,632 SF /
PRINCIPAL USES: SINGLE FAMILY RESIDENTIAL
EXISTING ZONING DISTRICT: APPROVED AS TND OVERLAY DISTRICT, 2012; /
CURRENTLY NEIGHBORHOOD GENERAL /
PERCENTAGE OF BUA ALLOWED: N/A
PERCENTAGE OF BUA ESTIMATED: 52% Rosevularg W• Helvv's
TIME FRAME: 52% pip: 007461D1 p(D: 007472-78
STREAM WATERSHED: ROCKY RIVER Di3 17331 PG zS7 / \ MASTER PROPERTY
REGULATED DRINKING WATERSHEDS: YADKIN / a, \ OWNERS ASSOCIATION OF
GROSS DENSITY: 5 UNIT PER 1.0-ACRES / SUMMERS WALK
U
(7.20 AC./36UNITS) / \ p�3 zroa �o PG zip
>
H.O.A. NOTES
THE HOA COVENANTS OF THE EXISTING SUMMERS WALK
PHASE 1-5 SUBDIVISION WILL APPLY TO THE COMPLETED
DEVELOPMENT.
Ine Suw,lnners Favu.ily \ / Lot 1
I T FUTURE
Holdivtg Group LLC � Mi3 4g PG q
I pip: 00747105 PHASE 6C / j1SU nvv P,rs wall,
D13 2-g172- PG 501 / D: 007473z
\ dJ_ Lot q \ 4Q)
M13 4q PG (03q\
/ \ \ • / "Su:er-S walk
007473z2
Pr7o� \ \ Lot 8
/ ,P) / \ MS 4q PG 637
"SUWkv%Aers Walk3 `
LOCATION MAP
PHASE I: LOTS 1-11
PHASE II: LOTS 13-36
PHASE III: LOT 12
TRANSPORTATION IMPACT ANALYSIS
TIA FEE = $500 X 36 = $18,000
AFFORDABLE HOUSING
THE DEVELOPER HAS A TOTAL OBLIGATION OF $344,500
OF AFFORDABLE HOUSING FEES DUE TO THE TOWN OF
DAVIDSON ON SUMMERS WALK PHASE 6. THE
DEVELOPER WILL BUILD THE AFFORDABLE HOUSING
UNITS, OR MAKE PAYMENT -IN -LIEU, AS DESCRIBED IN
THE AFFORDABLE HOUSING PLAN APPROVED BY THE
DAVIDSON BOARD OF COMMISSIONERS ON JUNE 11,
2019.
OPEN SPACE SUMMARY:
TOTAL SITE AREA (SUMMERS WALK -ALL PHASES): 105.1 AC*
TOTAL SITE AREA (PHASE 6A & 613): 7.2 AC
TOTAL OPEN SPACE: 27.8 AC*
TOTAL SITE MINUS OPEN SPACE: 77.3 AC*
TOTAL REQUIRED OPEN SPACE (PHASE 6A, 6B): 0.0 AC*
TOTAL PROPOSED OPEN SPACE (PHASE 6A, 613): 4.405 AC
*OPEN SPACE TABULATION FROM 2012 MASTER PLAN
*OPEN SPACE AND TREE SAVE REQUIREMENTS FULFILLED AS PART OF 2011 RESOLUTION DONATING "WESTBRANCH NATURE PRESERVE" TO
MECKLENBURG COUNTY - SEE APPROVED MASTER PLAN TITLED "SUMMERS WALK PHASE 6 BLUE HEEL COMMUNITIES MASTER PLAN" BY
DEWBERRY ENGINEERS, INC. DATED: MAY 3RD, 2019.
PCO UNDISTURBED OPEN SPACE SUMMARY:
TOTAL SITE AREA (SUMMERS WALK - ALL PHASES): 105.1 AC*
TOTAL SITE AREA (PHASE 6A & 613): 313,632 SQFT (7.2 AC)
TOTAL REQUIRED UNDISTURBED OPEN SPACE (PHASE 6A, 6B): 0 SQFT (0.0 AC)*
(17.5%): 313,632(17.5/100) = 54,886 SQFT
TOTAL PROPOSED UNDISTURBED OPEN SPACE (PHASE 6A, 613): 62,814 SQFT (1.442 AC)
*OPEN SPACE TABULATION FROM 2012 MASTER PLAN
*OPEN SPACE AND TREE SAVE REQUIREMENTS FULFILLED AS PART OF 2011 RESOLUTION DONATING
"WESTBRANCH NATURE PRESERVE" TO MECKLENBURG COUNTY - SEE APPROVED MASTER PLAN TITLED
"SUMMERS WALK PHASE 6 BLUE HEEL COMMUNITIES MASTER PLAN" BY DEWBERRY ENGINEERS, INC. DATED:
MAY 3RD, 2019.
a, PID: 007473 COS
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I / \ /
\ / � 11Suvv.vv.ers Walk,
Tine SuWllMerS Favvkilg Holdiv'g Group, LLC \ cJ M13 4q PG (03g Q)
D: 00747106
PI \\ /�y1 /
PIp13 zs371 PG s5q \ 12 ^O P
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\PROP. C.O.S.0.013 AC.
13
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_7�
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PROP. C.O.S. I I PROP. C.O.S. > r / 19� / /�E�
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28 �/ \� \W / / / / / Lot 63
29 M i3
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30
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31 \ ��� I T� TF� �� 100, SWIM / PCO / / / / / / / Phase z, Map
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32 BUFFER (TYP.) PID: / / / / / / / / 00747747
33 ` ES/ / /
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�' / // // L(cz
3.116 AC.
>_
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PROP. C.O.S. / / / / / / M13 48 PG 2.01
1 / _ 1jSuv,„vvkers Walk,
PtAase PIP: z00747746
/ PHASE - / / / / / // /�
/ / / Lot 0 1
/ / Mr301
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/ I _ a
EXIST. TOP OF - / / / L P�DSe 0074 7745
BANK (TYP.)
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Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
EN 0.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
TITLE
MTK
BML
BML
MAY 31, 2019
OVERALL SITE PLAN
PROJECT NO. 501 04981
C3m01

3 1 4 1 5
E
C
LINE TABLE
NUMBER
BEARING
LENGTH (FT)
START POINT
END POINT
N620946.1141
N620943.0566
L1
S66047'28"E
7.76
E1471375.3490
E1471382.4797
N620937.1803
N620903.2160
L2
S73°23'07"E
118.78
E1471398.7022
E1471512.5254
N620903.2160
N620856.1815
L3
S73°23'07"E
164.49
E1471512.5254
E1471670.1507
L4
N07026'14"E
103.05
N620913.2238
N621015.4065
E1471478.9867
E1471492.3256
N621083.0992
N621125.6276
L5
NO1016'47"W
42.54
E1471495.9665
E1471495.0164
N621422.8861
N621541.0049
L7
N34°15'00"W
142.90
E1471399.7777
E1471319.3533
N621542.0106
N621507.2824
L9
S37°05'15"W
43.53
E1471278.7457
E1471252.4928
N621501.4252
N621493.4920
L10
S52°57'56"W
13.17
E1471246.6302
E1471236.1156
N620963.6171
N620978.1471
L11
N71 °09'48"W
45.00
E1471329.1947
E1471286.6020
N620980.3518
N620986.5870
L12
N77001'12"W
27.76
E1471279.2637
E1471252.2128
N621037.6877
N621351.6517
L13
NO2°43'35"E
314.32
E1471213.4999
E1471228.4504
N621379.1915
N621395.2074
L14
N56°33'18"E
29.06
E1471244.1210
E1471268.3689
P j3 z >3 >�6_ZD r�s
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I I I S /�S ASS0 0
P82 8
FUTURE I D QAM& Q4 - p!�'
1 BEOSELECTEDOSED AIL KIOSK BY OWNERFALL BE INSTALLED IN ACCORDANCE WIDN 4'X7'CONCRETE PAD (MIN. 8" THICK), MAIL KIOSK TH THE OWN OF AVIDSON PLANNING ORDINANCE. PHASE 6C o-26�6ps l�vgLkN pF
P�
2. PUBLIC AMENITIES & IMPROVEMENTS INCLUDING BUT NOT LIMITED TO STREET LIGHTS & PUBLIC I
BENCHES ARE TO BE SELECTED BY OWNER IN ACCORDANCE WITH TOWN OF DAVIDSON PLANNING \
ORDINANCE, OWNER SHALL APPROVE SELECTED IMPROVEMENTS WITH TOWN OF DAVIDSON PRIOR I
TO INSTALLATION. \ /
Tie
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P/D a``�`%�y yob I \
DT3.2S oo >.5 >, ��9 q1' \
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9 \
L PROP. ASPHALT DRIVEWAY CONNECTION TO
EXISTING PARKING AREA - CONTRACTOR SHALLCOORDINA/��a"/ Q� \ /•
> LOCATIONTE WITH ADJACENT OWNER FOR FINAL 20' REAR SETBACK ��J�C)
L
CURVE TABLE
NUMBER
RADIUS (FT)
LENGTH (FT)
TANGENT (FT)
DELTA
CHORD LENGTH (FT)
CHORD BEARING
C1
150
17.26
8.64
006035'39"
17.25
S70005'17"E
C2
446
67.86
33.99
008043'02"
67.79
N03004'43"E
C3
550
316.49
162.76
032058'13"
312.14
N17°45'54"W
C7
25
47.41
34.83
108039'45"
40.62
N88°34'53"W
C8
30
8.31
4.18
015052'41"
8.29
S45°01'35"W
C9
50
2.56
1.28
002055'42"
2.56
N75033'21 "W
C10
50
69.59
41.77
079044'47"
64.11
N37008'49"W
C11
35
32.88
17.77
053°49'43"
31.69
N29°38'26"E
PUBLIC AMENITIES & IMPROVEMENTS NOTE:
PROP. V RIBBON \ "y / /� C
CURB (TYP.) I "'- d ./� / '� \//C' � � 9 %,
PXD.�e� q 9
PROP. MIN. 40'PUBLICRIGHT-OF-WAY FOR FUTURE �� I �c/Ir / \ •w A1J3 tl L_o 9>�Sl a
PROP. PUBLIC RIGHT-OF-WAY AT 12 YpJ \ / \ �� r 9 Pq
d STREET CONNECTION (TYP.) / PROPERTY LINE (TYP.) SEE DETOAIL SHEET C7.01 I • i \ l03
PROP. PUBLIC BENCH - TO BE SELECTED BY 5,145 SFOWNER IN 1� /
_ OFF DAVIDSON PLORDANCE ANN NG ORDITH THE NANCE (TOYP) I 0.12 AC ���P j n' ) /MTK `90t
2+ 0 PR 10' WIDE COU ITRYTIME WAY 3+ p�0����6$$/. �Cj� / / \ J�' P� 63 Z
•„• O �O OP. VARIABLE �0 MIN. PUBLIC R/W L13 4+00 0 ` �pF� / ®�tl,"� / PAD: p epS ✓V > \ \
• O G 12.37' 9.43' 21.34 24.39' "q /k
r4.31-I �7R
5.15' - �' s. 1 1 : ®� PROP. 10' X 35' SIGHT
• ^x 5' REAR 1 26.85' 2279' 2z.ss' V r� x \
ti6 SETBACK (TYP.) a� 5' RE25.s3 g6 �'s TRIANGLE TYP. \ /
O PROP. C.O.S. S (TYP.) \
• �� 4 � � � SETBACK 5' REAR � O SETBACK (TYP.) r 0.063 AC.
PROP. C.O.S.
0.206 AC. o /
ROP. 10' X 35' LUI
• IGHT TRIANGLE W /'' C1\ , 10
\ • • ' \ N - 9 1,703 Sr-
(TYP.)
2 3 PROP. C.O.S. I 1,733SF d
• . ,1 4 a 0.132 AC. 0.04 AC • • /o \ o
8 1,936 SF 0.04 AC
rn° PROP. .S. /
2,435 SF 2,320 SF ,414 SF ^ /^ °j 6 7 0.04 AC /
/ \ / 0.06 AC 0.05 AC 0.06 AC V. s 0.013 A +
\ 3,172 SF 1 3 -�
\ / 2,836 SF 2,820 SF 2,397 SF 3,355 SF \ 0.07 AC 2i ( '°° \ o PID; COS
O �fN 0.07 AC PHASE 0.06 AC 0.06 AC 0.08 AC 1 d + ti/O , FF`OZ Q I ° 0 05 AC >
" PROP. MAIL KIOSK - / 6A I \ 5 FRO ��P 2 o i �6 G� ° 14 PROP. 20' STORM DRAIN //,S(,f,^ o�
OP. A MP (TYP.) SEE NOTE THIS SHEET 1 ��gPC�l21o� tit°� S���P 1 5 ' 1,470 SF /a EASEMENT (TYP.) \ M%�I „leis
(SE IL SH 02) o �22\ 4S 5' FRONT I I s '4Ss, ✓/ o° 0.03 AC l ti9°/
27, ETgq V 3� i 3 11470 SF Q \
Q V b o 02' CK (TYP. 16 0.03 AC \y °6 \ �O
21.00' -os:) 36.E __� R` o° PGA �s _ J / f
24.02' 1.94 9.05' -- \ 17 1 .03 SF ��0
PROP. FULL DEPTH _ zp12 • y \ 0 Ac
1,470 SF �Q 6 O
EXISTING SIDEWALK TO „i o 1 8 °° 0.03 AC 2�9 6x PROP. PUBLIC \ \
ASPHALT REPLACEMENT REMAIN (TYP.) °3 1 RIGHT-OF-WAY TYP. \
T 6 (TYP.) 2� s 1,868 SF d (TYP.) PROP. 40' PUBLIC RIGHT-OF-WAY
•, �o \ 0.04 AC �% / FOR FUTURE STREET CONNECTION \\
1 `� / I �• ``•a x PROP. 2'-0" STD. CURB BUMP OUT O j �21 / / (TYP.) \ \
o FOR ON -STREET PARKING (TYP.) �h i� PROP. ASPHALT T -� 21�1 N� P o , 19 0. 1•C. Ac.s
OVERLAY (TYP.) 2F 6� / / \ LEGEND
:/ - CONTRACTOR SHALL \ • / / S 20 0.04 AC / \
N PROTECT EXISTING 2\� r . 46, ° \
PEDESTRIAN STREET SO' 2 si - 2, \ w 21 1,478 SF
_ ` 21 os 2105' w_ o 0.03 AC PROP. 10' CONC.
<u a 2tor 21.01' � � 22 1,477 SF ��o O
•/� LIGHTING THROUGHOUT 21.01' 21.0� U' Z cx SIDEWALK
2,.os' 6z zs.5 ' 21.05' 0.03 AC EXISTING ELECTRIC POLE
23 1,479 SF
5' FRONT ) 5' FRONT �0 24 1,482 SF 0.03 AC �(C�P j
/ CONSTRUCTION (TYP.) (TYP-)
N\ of
/ o U m�U SETBACK (TYP. `' SETBACK
2 m /� 5 ��6. 2,016SF 0.03AC SG �y EXISTING PEDESTRIAN STREET
36 m 25 n\ �P� 01 A LIGHTING
35 cn I 26 � 0.05 AC
I •• •• , 2,354 SF M 32 o � 27 N 0.05 AC 21. ° � �� • • '�
v� 33 M 29 28 14795 \ ° v cf EXISTING CONCRETE SIDEWALK
0.05 AC 31 D � 30 \ /
®b / M 1,518 SF 1,501 SF 1,498 SF n 1,475 SIF �\ O
\ 4 0.03 AC 0.03 AC 1,498 SF 2,345 SFT. 2,306 SF 1,474 SF I'474 SF 0.03 AC
o\ 5 RE 0.03 AC 0.03 AC 0.05 AC 0.05 AC 0.03 AC 0.03 AC 0.03 AC ' / �y c \
r� rF � EXISTING CURB AND GUTTER
AR
/ SETBACK 5' REAR SETBACK (T�-
///��� ,s.os' 21 p 5.4 (TYPO 21.01' ,, EXISTING PROPERTY LINE
� 21. 18.78' 18.86' 3.68' _ 13.63' 21.04' � � 3+n0 y /� .�� / T
E WAY ,1 , / T
® ti 2�3� / T N , 00 N L4 1+ 0 C2 +- -� L52+,00 10' PIRIL
OP. 20' PU LIC RIW �� - -
E�W\10
\ `� �\ EXISTING R/W
✓ .' ' �� � PROPOSED PROPERTY LINE
QE
PROP. GUARDRAIL
(TYP.) -SEE DETAIL _ �s \ PROPOSED WALKING PATH. 6' �� \ PROPOSED R/W
31 al 31 - 31 31 31 �E WIDE NATURAL MATERIAL. \ �`� �� OR-
• • ,�� �y N r ��� SEE DETAIL ON SHEET C7.04 \ - PROPOSED SETBACK LINE
_ Ted / � �
/ PROP. 8' ASPHALT. �
\ _ __
SIDEWALK (TYP.) TE TE TE- TE
TE-
PROP.C.O.s. PROP. 3' WOOD FENCE WITH PROPOSED 20' PUBLIC PROPOSED EDGE OF PAVEMENT
�. pF • , � - TE----- - TE-
--
,X \ 3.116AC. WARNING SIGNS (TYP.) WALKING PATH \� m
08 / FUTURE
o \ \ \ EASEMENT (TYP.) m
PROP. PEDESTRIAN STREET LIGHTING 1 1
b
/ FIXTURE (TYP.) - TO BE SELECTED BY PROP. ACCESS PROPOSED CURB LINE
N
OWNER IN ACCORDANCE WITH THE PROP. 20' STORM DRAIN GATE IN FENCE 1 m PHASE 6D TOWN OF DAVIDSON ORDINANCE EASEMENT (TYP.) \ m ILU PROPOSED CONCRETE SIDEWALK
J PROP. 5' coNc. ?A
�" PROPOSED FULL DEPTH ASPHALT
(O SIDEWALK (TYP.) / PHASE m \ r REPLACEMENT
4 11 1: ]5CC< I
/ PROPOSED TEMPORARY 66 \ m PROPOSED ASPHALT OVERLAY
BARRICADE - SEE DETAIL
Dewberry
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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'.,�-y,` !�'c! NEB• �2�:
KEY PLAN
SCALE: 1" =40'
3
10/03/19
MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
ENO.
DATE
TBY
I DESCRIPTION
REVISIONS
DRAWN BY MTK
APPROVED BY BML
CHECKED BY BML
DATE MAY 31, 2019
TITLE
SITE PLAN
PROJECT NO. 501 04981
C3002

1 9 1 d
C
C
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"-mor Dewberry,va
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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SCALE: 1" =30'
3
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MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
TITLE
MTK
BML
BML
MAY 31, 2019
UTILITY PLAN
PROJECT NO. 50104981
C3mO3

E
C
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1 2 3 4 5
4.0.6 EMBANKMENT REQUIREMENTS STEP 4: OUTLET PIPE FILL PLACEMENT \ \ \ I I I l h
THE FOLLOWING EMBANKMENT SPECIFICATIONS APPLY TO ALL BMPS WITH EMBANKMENTS THAT ARE • FILL OF THE CULVERTS SHALL BE PLACED AND COMPACTED IN 6-INCH THICK LOOSE LIFTS AROUND THE
DESIGNED TO HOLD DROP INLETS AND UP TO 2 FEET ABOVE THE CULVERTS. \
WATER, EVEN IF THE EMBANKMENT IS DESIGNED TO HOLD WATER ONLY DURING A STORM EVENT. 0 COMPACTION SHALL BE PERFORMED BY HAND TAMPERS OR SMALL HAND OPERATED COMPACTORS. I I I I I I 1 �/ \ \ \ \ \ \ ) I I I \ \ ` \
• COMPACTION SHALL BE AT A MINIMUM 95 PERCENT OF THE STANDARD PROCTOR (ASTM D698) MAXIMUM I I I ( I I \ I( / \ \ \ \ \ \ \ \ \
4.0.6.1 EMBANKMENT FILL MATERIALS DRY DENSITY. COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT I I I I t I l ` \ \ \ \ \ \ \ \ ` \ \ \ \ \ / 1 I I \ \ \ \\ \ \ \) I r // < \_
ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED, OR AS OTHERWISE APPROVED BY
- _
THE FOLLOWING PARAMETERS APPLY TO MATERIALS USED TO CONSTRUCT EMBANKMENTS: ENGINEER. I I I \ \ \ \ \ \ \ \ \ \ \ \ 2S / /� _ 1 i� / _ _ _ /' _ _ = /�
BORROW MATERIAL SHALL BE CLASSIFIED AS ML, MH, SC, SM, CL OR CH SOILS ACCORDING TO THE ADDITIONAL COMPACTION OF LIFTS 2 FEET OR GREATER ABOVE CULVERTS SHALL CONFORM TO THE I I \ \ \\ \\ \ `\ \ \ \ \ \ _ r _—=='/�i/%/ /\�\\ - - '1 1/ j 1 / ✓' -
UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D2487) OR ANY MIXTURE OF THESE SOILS. EMBANKMENT FILL PLACEMENT SECTION OF THIS SPECIFICATION
J-
I i1j,
\ \ \ \ / �/ ///BORROW MATERIALS SHALL HAVE A LIQUID LIMIT (LL) BETWEEN 40 AND 60 AND A PLASTICITY INDEX (PI) :TEPABORADTQUALITY ORY TESTCONTROL \ \ \ / \ BETWEEN 15 AND 30 (ASTM D4318). PERFORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422, ASTM D698, ASTM D2216, l � \ \ \MATERIALS SHALL BE FREE OF TOPSOIL, ORGANIC MATERIAL, ROOTS, STUMPS, BRUSH, ROCKS LARGER THAN AND ASTM D4318.3 •• TEST AT A FREQUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT FILL MATERIAL PLACED, WHENIIINCHES, SUBSOIL, DEBRIS, VEGETATION, AND OTHER FOREIGN MATTER. MATERIALS USING FOR EMBANKMENT FILL CHANGE, AND/OR AS DIRECTED BY THE ENGINEER. •• SAMPLE SIZE SHALL BE 50-LB / / I \ � ` I \ \ \ \ \ \ \ \ )I ( \ \ // \ \ I ` \ \ \ \
ALL MATERIAL CLODS WILL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE A HOMOGENEOUS \ \ \� ` ❑® \ I \ \ \ ` ` \ ` II 1 \ ✓ // \ \ \
SOIL-
\ , THAT IS FREE OF CLAY CLODS GREATER THAN 3 INCHES IN DIAMETER. • •• IN PLACE
COMP PLAON AND NATURAL CE COMPACTION MOISTURE
TESTS IN ACCORDANCE TESTS
E WITH ASTM D1556, ASTM D2922, OR ASTM \ \ \ \ I\ \I I I I I 1 \\ \ \\ \ \ \\`\ \ \ \ \ \ \ j I
4.0.6.2 EMBANKMENT CONSTRUCTION D2937 AND NATURAL MOISTURE CONTENT TEST IN ACCORDANCE WITH ASTM D2216. 1 I I \ \ \ \ \ \ cS �S > / /
•• FREQUENCY OF COMPACTION/NATURAL MOISTURE CONTENT TESTS: / % 1 \ \ � � \ � \ \ I \ \ \ \ \ \ y \ / ✓V/'� �/� � �` / � / / / -
THE FOLLOWING STEPS APPLY TO CONSTRUCTION OF AN EMBANKMENT: •• EMBANKMENT FILL: EACH LIFT AT A MINIMUM FREQUENCY OF 1 PER 2,500 SQ. FT. I I / \ \ \1�- _
•• PIPE INSTALLATION: EACH LIFT AT A MINIMUM FREQUENCY OF 1 PER 30 LF OF PIPE.
STEP 1: SUBGRADE PREPARATION: I \ \ `\ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ \ III\`\\ // ��^A� I� i'
• COMPACT SUBGRADE TO DENSITY REQUIREMENTS FOR SUBSEQUENT FILL MATERIALS. WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS, REMOVE WORK, REPLACE AND \ \ \ \ \ ` \ \ \ \ \ �// '
\ \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ ` \ \ \ 1 I (IIIII///1 T/.7/
• CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION IN PLACE. RETEST.IIIII 6
• SCARIFY SUBGRADE SURFACE TO DEPTH OF 6 INCHES. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I�\\\ / / Aso
• PROOF ROLL SUBGRADE TO IDENTIFY SOFT SPOTS; FILL AND COMPACT TO DENSITY EQUAL TO OR 4.0.6.3 ALLOWABLE VARIANCES \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
GREATER THAN REQUIREMENTS FOR SUBSEQUENT FILL MATERIAL. EMBANKMENT SPECIFICATIONS MAY BE MODIFIED BASED ON SITE SPECIFIC GEOTECHNICAL INVESTIGATION \ \ \ \ \ \ \ \ I ( 1, _
AND \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ ` \ I 717
STEP 2: SEEPAGE KEY PLACEMENT ENGINEERING DESIGN. \\ \ \
• SEEPAGE KEY TRENCH WILL BE LOCATED BETWEEN EMBANKMENT ABUTMENTS.
• SEEPAGE KEY SHALL EXTEND TO A MINIMUM DEPTH OF 4 FEET OR AS REQUIRED THROUGH
GEOTECHNICAL SEEPAGE ANALYSIS. A MINIMUM BOTTOM TRENCH WIDTH SHALL BE 10 FEET AND THE l \ / \ / I I / I I \ \ \ \ \ \ \ 1 \ \ \ i \ \ �� - i
TRENCH SIDEWALLS SHALL BE SLOPED OR BENCHED TO PROMOTE STABILITY AND BONDING BETWEEN l \ 758- `- / / ^ ' \I �) I f / /) I I I I \ I \ \ \ \ \ \ \ 1 \ \ \ \ - _ �_ '
_
THE SIDEWALL SOILS AND SEEPAGE KEY FILL.
STEP 3: EMBANKMENT FILL PLACEMENT�e
• EMBANKMENT FILL SHALL BE CONSTRUCTED AT 3(HORIZONTAL):1(VERTICAL) OR AS SHOWN ON THE \ \ \ - - - - - -ep• / /\ ) ) / / \ \ \ \ \ \ -
DRAWINGS.
DRAWINGS. DEMONSTRATION OF APPROPRIATE SAFETY FACTORS AGAINST FAILURE THROUGH - �' \\-
\ % \/ % / / / / I \ 1 \ \ \ \ ` -
GEOTECHNICAL ANALYSIS SHALL BE REQUIRED FOR SLOPES STEEPER THAN 3(HORIZONTAL):1(VERTICAL). \ \ \ PAD, /I i !L�/ / ,,-,•
• FILL SOILS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS AND BE \ \ _ / O/
COMPACTED TO A MINIMUM OF 95 PERCENT OF THE SOILS STANDARD PROCTOR (ASTM D698) MAXIMUM \ \ ` - - - - "- - - - - _ - "/3 ZS � >���/� ��,0 // / /
DRY DENSITY, OR AS SPECIFIED ON THE DRAWINGS. \ \ \ 3 > Q6 / 0(xj� , / / / / / / / /� I \ \ - - VIX, SSMH
• COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT ABOVE THE \ \ \ P/' / / '�L�� // ' \ \ _ )RIM; 735.49
OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED, OR AS OTHERWISE APPROVED BY ENGINEER. \ \ �� / �-755— Y S�` / / / / / /' // // l l / \ - \ / //INV, IN; �25,02'
• FILL SOILS SHOULD BE PLACED IN CONTINUOUS, HORIZONTAL LAYERS FROM ABUTMENT TO ABUTMENT. INV, ❑U 724,89'
EXISTING SLOPES GREATER THAN 4(HORIZONTAL):1(VERTICAL) SHALL BE BENCHED TO PROMOTE \ /' / / / / / / / / / / / /a'/ \/ I \\ j� /% /
BONDING OF NEWLY PLACED FILL WITH EXISTING SOILS. BENCHING SHALL BE PERFORMED AT MAXIMUM \ \ - \ _ _ _ _ / / / / / / / / / / / / / Q) 1 EX.
OF 2 FEET VERTICAL INTERVALS AND SHALL EXTEND A MINIMUM OF 4 FEET HORIZONTALLY OR AS \ \ �' - \ - _ _ _ _ -' / / _ / / / , / / / RIM; 738
SPECIFIED ON DRAWINGS. \ \ \ _ - _ `- _754'' / _ - - - \ �' /' / / / / / / / `� d / I WN ci
• WITHIN THE UPPER 12 INCHES OF EMBANKMENT, FILL SOILS SHOULD BE COMPACTED TO 100% OF ITS `l \ - r' _ _ - _ _ - - - �' / / �' / / / _ / / A 60 \ \ \
STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY. r \ \ _ - _ J _ _ -' / / - \ - \ / / / / / / / / / / / / / / �\ J / / I / / d,(\ / - - - \ _. \' l/3 \�
• FILL AGAINST SUPPORTED STRUCTURES. DO NOT FILL AGAINST UNSUPPORTED STRUCTURES. Il l / 752- _ _ - - /
• PLACE FILL SIMULTANEOUSLY ON EACH SIDE OF UNSUPPORTED STRUCTURES UNTIL SUPPORTS ARE IN -• / / / / / / / / I / •' / / r 1 I \�L('^ , P�J
PLACE. L_ J^\ -\__� / / �- ��' \\ //' //' /' / / / / / \ - i� ` 1 e�S
• PLACE A MINIMUM OF SIX INCHES OF TOPSOIL ACROSS DAM EMBANKMENT TO PROMOTE VEGETATIVE - / / i / / / -739-1 �X. CB ^ A L, p \
GROWTH. - -� _ - - - \ _ _ _�750�' �-� - - - ` - J/ �' / / / / / / / PROP. 20' STORM DRAIN / // / / /RIM; 7/36.04' / \ 1 ' "/13 1 �Q > \ " ' a I ) I
17
49 / / / / / / / EASEMENT (TYP.) / ,� / / ' �(° t /DNV/ / 11 ( \ S'P� 1 ` \3,� - / I
748 _ 750� , / / / ` ' !' I ^,, I Lot Yo3 I i \ / /1
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RIM; 7448� _ / _ _ RY TIME W 15° RCP / DI A901, / /I ��
/INV, [YGT 73f,90T - - _ _ _ \s- _ - / / c L - ---- - - - - - 1 � v MATCH EXISTING GRADE AT > I I ✓ I / /
/ 51
/ l q I `� 746 _ _\ 74g DI A9� rs - !� ,�1 �� ��j� CONNECTION TO EXIST. CURB / PVMT.� I I /' // /
745 745 \�C�\�MEc: 740s7
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\ f \ \ // / i • • � - � . 3 -744 DI A8 � �MH
✓ EX. SSMH _ tp ` I MEG. 741.97 741,19,
/ RIM; 47,23' / ^�^^11 �- -
- J I ' I✓ / / / - \ -MEG: 741.96�/ IN IN; .7 � 15" RCP
/I INV, IN; 35,37 1 1 DI A110 / o \ / - - - - _ _ "��� , INV. 14T; �.d6,4
\\\ , \ / INV. ❑U� 735,17 / 1 �- - 744 \� J ( 7 �43 / �:'/ / / / / \ \'� �\\ PID: C0S
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- / ) MEG: 739.95 \ -
/ •� RIM; 739, 7 MEG: 738.98 _
MH A105 � � - �� RIM; 7,
/ ff^^ I ^ INV, OUT: 7,34.70' _ _ 15 RCP MEG: 739.00 IN I ; 7 147' s �/ / '�� /
,mil 1. // I / / , j .1$ r MEG: 740.98' \ -JzX, DCB ,13g, INV, 7 9,32 / / /
d A // R(✓/j MEG: 740.00 > EX. CB RIhT 9-3$.3S MEG: 738.99 �i \ / / .! 4V �.O / /
/ ni / l // / /` \ / = 24 RCP b2IM; 738,60' �I INV, IN(W);73 �#�- : ' t DI A5�
\\ _ 32,58' INV, IN(E); 733, \ '4 DI A6 / /
/ /' \ - MEG: 738.94 II V, OUT: -733.35'
.�� �/ •/ '/ �/ /"-'//'i/ \ Lam= -i ` a BA1 18"RCP
f 740 C
c� / / /i// 1 / ► / a� _�Is
_ �24 RCP - 1 'l3 \ 13 ���
738 I = - - - �39- �39
\ \ \ I/NV(-nLJT; 738,9j7' _ CB A201 �� _ 15"FRCP _ ,�� �= _ _ Al 04_- -_ 73 �P`� '� I I / / // // / /� J I / / / _� , /
100
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9.001
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
TITLE
MTK
BML
BML
MAY 31, 2019
GRADING &
STORMWATER PLAN
PROJECT NO. 501 04981
C4001

1 9 1 A
E
C
I�
Dewberry
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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HORIZONTAL SCALE: 1" =40'
0' 20' 40' 80'
VERTICAL SCALE: 1" =4'
0' 2' 4' 8'
3
10/03/19
MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY MTK
APPROVED BY
CHECKED BY
BML
BML
DATE MAY 31, 2019
TITLE
ROADWAY PROFILES
(SHEET 1 OF 2)
PROJECT NO. 501 04981
C4002

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"-mor Dewberry,va
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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HORIZONTAL SCALE: 1" =40'
0' 20' 40' 80,
VERTICAL SCALE: 1" =4'
0' 2' 4' 8'
3
10/03/19
MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY MTK
APPROVED BY BML
CHECKED BY BML
DATE MAY 31, 2019
TITLE
ROADWAY PROFILES
(SHEET 2 OF 2)
PROJECT NO. 501 04981
C4mO3

1 9 'q d F
I!
C
G
Dewberry
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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HORIZONTAL SCALE: 1" =40'
0' 20' 40' 80'
VERTICAL SCALE: 1" =4'
0' 2' 4' 8'
3
10/03/19
MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY MTK
APPROVED BY
CHECKED BY
BML
BML
DATE MAY 31, 2019
TITLE
STORM DRAINAGE
PROFILES
PROJECT NO. 501 04981
C5mOl

1 9 q A
L
E
C
I�
Dewberry
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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HORIZONTAL SCALE: 1" =40'
0' 20' 40' 80'
VERTICAL SCALE: 1" =4'
0' 2' 4' 8'
3
10/03/19
MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY MTK
APPROVED BY
CHECKED BY
BML
BML
DATE MAY 31, 2019
TITLE
STORM DRAINAGE
PROFILES
(SHEET 2 OF 2)
PROJECT NO. 501 04981
C5002

2
3 I 4
5
Dewberry..pi
E
Ilk
C
GENERAL NOTES:
1. CHECK DAMS MAY BE USED IN SLOPING DITCHES OR
CHANNELS TO SLOW VELOCITY OR TO CREATE SEDIMENT TRAPS.
2. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
3. COIR MATTING SHALL BE SUBSTITUTED FOR EXCELSIOR MATTING
IN HIGH FLOW AREAS.
4. INITIALLY APPLY 3.05 OUNCES OF POLYACRYLAMIDE (PAM) TO
THE FACE AND TOP OF THE CHECK DAM AND AFTER EVERY
RAINFALL EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
5. ONLY PAMs THAT PASS THE CHRONIC TOXICITY TESTING
REQUIREMENTS, ESTABLISHED BY NCDWQ, MAY BE USED.
6. A SEDIMENT BASIN OR SIMILAR STRUCTURE BETWEEN THE
APPLICATION POINT OF PAMs AND SURFACE WATERS IS
REQUIRED.
7. SUPPLIER TO DETERMINE APPROPRIATE PAM BASED ON SOIL
TYPE. r
III_II_III_III�II_IIIA� MAXIMUM SPACING _ B
- = Is111=111_III_III_111_III_ = L-111_lll_III=III=III=11L
A AND B ARE AT EQUAL ELEVATIONS
APPROVED DATE: 02/2007
MECKLENBURG COUNTY
LAND DEVELOPMENT
STANDARDS
EXCELSIOR OR
COIR MATTING
2
1
CLASS B RIP
6'
)R MATTING
4' TO 6'
ANCHOR MATTING
CROSS SECTION
H
•
CD
PLAN
NOT TO SCALE
TEMPORARY ROCK CHECK DAM
WITH MATTING AND OPTIONAL PAM STD. N0. REV.
30.1 OBI
GENERAL NOTES:
1. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
2. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
CLASS B RIP
MAXIMUM SPACING B
A
--III�II_III_ -
- _=III_III_111_III_III_IIL
s I_III_II[Ill_III_ FILTER CLOTH
III_III_
A AND B ARE AT EQUAL ELEVATIONS
APPROVED DATE: 02/2007
MECKLENBURG COUNTY ° Z
LAND DEVELOPMENT
STANDARDS
STEEL POST
WIRE FI
(IF APF
WOVEN FILTER
4' MAX.
1'I a MIN.
STONE
AX
JTER
I a iU ° I
r �
CROSS-SECTION
rH
PLAN
NOT TO SCALE
TEMPORARY ROCK CHECK DAM STD. N0. I REV.
30.1 OA
STEEL POST
HARDWARE CLOTH
WASHED STONE
(NCDOT #5 OR #57)
� FLOW
4"
ANCHOR SKIRT;
EXCAVATE TRENCH
AND COMPACT
BACKFILL
GENERAL NOTES: MAINTENANCE NOTES:
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO 1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
TALLER THAN 18 INCHES. HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING
APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF 12 INCHES 2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
IN LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE CLOTH TO OR REMOVED IT.
BE SAME AS STD. #30.09 (19 GAUGE, 1/4" SPACING). 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
3. POSTS SHALL BE NO MORE THAN 4 FEET APART. OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE GRADE, PREPARED AND SEEDED.
DIRECTION OF THE INSPECTOR.
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
NOT TO SCALE
8' MAX.
JIC
WIRE FENCING
WOVEN FILTER FABRIC
0
(V
GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM
OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE
THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE.
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 6"
STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES
GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
7. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE
COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE
AREAS.
8. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
10. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
NBVwC\
STEEL POST
WIRE FENCING
Z
FILTER FABRIC
s
#5 WASHED STONE
`roe i('
MIN. 12" WIDE
m
a
FLOW
4• \- ANCHOR SKIRT;
EXCAVATE TRENCH
AND BACKFILL WITH
STONE
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY E FABRIC
SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSIT EACH HALF THE IGHT
THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN E
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO H EXIS
FE fRA
PREPARED AND SEEDED.
MECKLENBURG COUNTY ��'. „�°�i I --I G H HAZARD
LAND DEVELOPMENT ��<I
STANDARDS
�/ TEMPORARY SILT FENCE
�r„ Aao
6' MAX.
WOVEN FILTER FABRIC
0
I
N
STEEL POST
FILTER FABRIC
z
W
_JV
M �m
N�
FLOW OPE
4, ANCHOR SKIRT;
EXCAVATE TRENCH
AND COMPACT
BACKFILL
NOT TO SCALE
GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
MAINTENANCE NOTES:
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
TYPE.
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
4. TURN SILT FENCE UP SLOPE AT ENDS.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
5. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
FABRIC SHALL BE REPLACED PROMPTLY.
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
ENVIRONMENTALLY SENSITIVE AREAS.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
6. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONF 0 THE
EXISTING GRADE, PREPARED AND SEEDED.
7. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
8. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
NO 0 SCALE
MECKLENBURG COUNTY
LAND DEVELOPMENT f'J'
.pw.
STANDARDS z
H spa
APPROVED DATE: 02/2007
TEMPORARY SILT FENCE
NOTE:
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1 %.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
ANGLE IRON
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HAULING WILL BE DONE.
2"-3" WASHED STONE-
STD. 30.11 A
APPROVED DATE: 02/2007
MIN 6" PVC PIPE TO SEDIMENT TRAP
1
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MECKLENBURG COUNTY
LAND DEVELOPMENT
_:q .Fr
STANDARDS
SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
>10 AC.
(ACRES)
<100 AC.
MIN.
LENGTH TO
WIDTH RATIO
2:1
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
435
SURFACE
(SQ. FT.
AREA
PER CFS
REQUIRED
Q10)
DATA BLOCK
PLAN VIEW
rkomoo
•
WATER SUPPLY
O
CONSTRUCTION ENTRANCE
TIRE WASH
AVERAGE AREA- DEWATERIN
WIDTH W = � DEVICE
* AREA OF BASIN WATER
SURFACE AT TOP OF PRINCIPAL
SPILLWAY
■
CROSS-SECTION VIEW SEE NOTE #3
1' FREEBOARD
INFLOW 1' MIN. INVERT ELEVATION
STRUCTURE OF EMERGENCY SPILLWAY
PRIMARY SPILLWAY (RISER)
' MIN.
DEWATERING
ZONE H=2'
FILTER FABRIC
SEDIMENT
STORAGE ZONE BAFFLE
WASHED STONE
).11A
NOT TO SCALE
30.1 1 B
3RD BAFFLE:
HARDWARE
CLOTH
SURROUNDING
SKIMMER NOTES:
1. REFER TO NCESCPDM
SECTION #6.61 FOR
ADDITIONAL DESIGN
SPECIFICATIONS
REGARDING SEDIMENT
BASINS.
2. REFER TO STD. #30.19
FOR BAFFLE SPACING
RISER AND INSTALLATION.
3. FIRST BAFFLE IS TO BE
CONSTRUCTED OF
RIP -RAP AND #5
WASHED STONE, WITH A
01 MIN. HEIGHT OF 3' AND
MIN. TOPWIDTH OF 2'.
4. FLASHBOARD RISER IS
NOT PERMITTED.
W
EMBANKMENT
rT
z
- EMERGENCY
SPILLWAY
1
ANTI -SEEP
COLLAR NOT TO SCALE
BASIN NO.
WATER SUPPLY
O
CONSTRUCTION ENTRANCE
TIRE WASH
AVERAGE AREA- DEWATERIN
WIDTH W = � DEVICE
* AREA OF BASIN WATER
SURFACE AT TOP OF PRINCIPAL
SPILLWAY
■
CROSS-SECTION VIEW SEE NOTE #3
1' FREEBOARD
INFLOW 1' MIN. INVERT ELEVATION
STRUCTURE OF EMERGENCY SPILLWAY
PRIMARY SPILLWAY (RISER)
' MIN.
DEWATERING
ZONE H=2'
FILTER FABRIC
SEDIMENT
STORAGE ZONE BAFFLE
WASHED STONE
).11A
NOT TO SCALE
30.1 1 B
3RD BAFFLE:
HARDWARE
CLOTH
SURROUNDING
SKIMMER NOTES:
1. REFER TO NCESCPDM
SECTION #6.61 FOR
ADDITIONAL DESIGN
SPECIFICATIONS
REGARDING SEDIMENT
BASINS.
2. REFER TO STD. #30.19
FOR BAFFLE SPACING
RISER AND INSTALLATION.
3. FIRST BAFFLE IS TO BE
CONSTRUCTED OF
RIP -RAP AND #5
WASHED STONE, WITH A
01 MIN. HEIGHT OF 3' AND
MIN. TOPWIDTH OF 2'.
4. FLASHBOARD RISER IS
NOT PERMITTED.
W
EMBANKMENT
rT
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- EMERGENCY
SPILLWAY
1
ANTI -SEEP
COLLAR NOT TO SCALE
BASIN NO.
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q„
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
DEPTH H/2
(FT.)
(FEET)
(FEET)
(FEET)
(FEET)
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
REQUIRED
(C.F.)
PROVIDED
(C.F.)
REQUIRED
(C.F.)
PROVIDED
(C.F.)
1
6.67
4.67
26.7
8,406
22,412
11,631
12,255
2.25
4.50
20
1.25
10
5.75
2.5
1.2, 1.4
MECKLENBURG COUNTY
LAND DEVELOPMENT
STD. NO. I REV. 1 J aid
30.06AI STANDARDS
NOT TO SCALE
SEDIMENT BASIN
30.03
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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KEY PLAN
3
10/03/19
MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY MTK
APPROVED BY BML
CHECKED BY BML
DATE MAY 31, 2019
TITLE
EROSION CONTROL
DETAILS
(SHEET 1 OF 4)
PROJECT NO. 501 04981
MECKLENBURG COUNTY
LAND DEVELOPMENT t `''' SILT FENCE
OUTLET OPTION 2 STD. N0.
STANDARDS °�.h , �? 30.06D
MECKLENBURG COUNTY
LAND DEVELOPMENT
STANDARDS 1 ,
O'
th •
TEMPORARY SILT DITCH
30.05
C6m01

2
3
4 I 5
Dewberry
1.
E
2.
3.
4.
5.
C
0
2 m 1 1111118ym
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1 ' 1 • ' fJ���1'=Ciw1,
NOTES:
A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE
OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL
MATERIAL. 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 6".
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED
TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN
PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY
THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER
OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED
INTO PLACE.
ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95%.
STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%.
ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL.
NOTES:
1. THIS TREE BUMPER DETAIL SHALL BE USED WHEN
WORKING WITHIN 10' OF AN EXISTING TREE TO BE
PROTECTED.
2. ALL TREES SHALL BE SAVED UNLESS NOTED
OTHERWISE ON THE PLANS OR DIRECTED BY THE
ENGINEER.
3, LUMBER, WIRE AND SANDBAGS MAY BE REUSED
FOR OTHER TREES.
4. THE INTENT OF THIS DETAIL IS TO PROTECT EXISTING
TREES FROM DAMAGE DURING CONSTRUCTION
ESPECIALLY FROM BACKHOE ARM SWING. AN
ALTERNATE APPROACH MAY BE USED IF APPROVED IN
WRITING BY THE ENGINEER AFTER CONSULTATION WITH
THE TOWN ARBORIST OR HIS DULY AUTHORIZED
REPRESENTATIVE.
PIPE SHALL BE PLACED
ON SUITABLE MATERIAL
TRENCH DETAIL
FOR STORM DRAIN
SCRAP 2" X 4" LUMBER
MAY BE USED TO SUPPORT
WIRE ON BACK SIDE OF TREE
* SPACING AS NEEDED
TO SUPPORT WIRE �-
WITHOUT CUTTING TREE
BARK 1
6"
6" TYP.
2" X 4" X 6'
LUMBER, (TYP.)
ELEVATION VIEW
FLOW
/ o
Eq N
/ RT 6
?IERM
4'-0" MAX. SPACING \ X - X
In
(T'PIrAI 1
MECKLENBURG COUNTY "
LAND DEVELOPMENT
STD. NO. REV,
20.25 STANDARDS�.a
STEEL WIRE TO TIE
LUMBER TO TREE
USE A COMBINATION OF EXTENDED
2X4's AND SAND BAGS TO
PROTECT THE BUTTRESS
SAND BAGS ® BUTTRESS
ROOTS, (TYP.)
APPROVED DATE: 02/2007
MECKLENBURG COUNTY
W " 2
LAND DEVELOPMENT TEMPORARY TREE PROTECTION DETAIL STD. N0.
STANDARDS z
°qr� ° �'? 40.12
JtL Art'KUVtU
PRESERVATION P
REQUIRED RADIU
OF TREE BARRIE
PLAN VIEW OF ROOT ZONE
ONE FOOT FC
TRUNK DI
THAN 10"
FOR PRUNING SEE TREE WHICHI
INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS.
DEAD TREES AND SCRUB OR Ul'
GROWTH SHALL BE CUT FLUSH
ADJACENT GRADE. NO GRUBBIN
ALLOWED UNDER DRIP LINE.
2"x4" STANDARDS + 1 "x4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED.
APPROVED DATE: 02/2007
MECKLENBURG COUNTY
LAND DEVELOPMENT .�
STANDARDS
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000
FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
TREE PROTECTION
RK MULCH, PLACE BARK
i AT AREAS NOT
CTED BY BARRIER.
40.02
POROUS MATERIAL
(COMBINED JUTE MESH
AND NAG C125 5
COCONUT LINER OR
EQUIVALENT).
8" X 6" TRENCH
BACKFILL AND
COMPACT FENCE AND
FABRIC BURIED IN
TRENCH
X
GENERAL NOTES:
1. DRIVE 5' STEEL POST AT LEAST
24" INTO SOLID GROUND.
2. USE STAPLES 1' APART
HORIZONTALLY AND VERTICALLY
TO ATTACH THE POROUS
MATERIAL TO THE WIRE FENCE.
3. MINIMUM BAFFLE SPACING IS 10'.
4. THE FLOOR OF THE BASIN IN
THE OUTLET ZONE AND BERMS
SHOULD BE SEEDED IMMEDIATELY
AFTER THE BASIN IS
CONSTRUCTED.
5. REFER TO NCESCPDM SECTION
#6.65 FOR ADDITIONAL
SPECIFIATIONS.
00 \
0
I
BAFFLE INSTALLATION
NOT TO SCALE
30.19
SECTION
MECKLENBURG COUNTY /e"e
LAND DEVELOPMENT
STANDARDS
rH
NOTES
1. INLET
MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER
TYPES SHALL BE APPROVED BY THE INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER
BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION
OF THE ENGINEER.
4. FILTER
BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER
BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS
(NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER
BAGS SHALL NOT BE ALLOWED IN EXISTING TOWN OR NCDOT
ROADS.
GRATE
1" REBAR FOR BA
REMOVAL FROM INLET
FILTER E
DUMP LC
CATCH BASIN
APPROVED DATE: 02/2007
DEFLECTOR
I' \
OUTLET
\\�( 4
I p
INSTALLATION
NOT TO SCALE
CATCH BASIN INLET PROTECTION
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2"-3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE
THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. COUNTY MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
EXISTING GROUND
APPROVED DATE: 02/2007
MECKLENBURG COUNTY
LAND DEVELOPMENT f y
STANDARDS ,
SOIL STABILIZATION FABRIC =
UNDER 2"-3" WASHED STONE
PUBLIC STREET
Ld
Ld
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30.15
NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE
30.1 1 A
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, INC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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40016
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NEB• 2C.)
KEY PLAN
3
10/03/19
MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
TITLE
MTK
BML
BML
MAY 31, 2019
EROSION CONTROL
DETAILS
(SHEET 2 OF 4)
PROJECT NO. 501 04981
C6mO2

2
3
4 I 5
tionel" Dewberry
8' MAX.
JIC
WIRE FENCING
WOVEN FILTER FABRIC
E
0
I
(V
GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM
OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE
THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE.
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 6"
STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES
GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
7. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE
COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE
AREAS.
8. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
10. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
aR
STEEL POST
WIRE FENCING
Z
FILTER FABRIC
s
#5 WASHED STONE
MIN. 12" WIDE
m
FLOW ()PE
4 ANCHOR SKIRT;
EXCAVATE TRENCH
AND BACKFILL WITH
STONE
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED.
MECKLENBURG COUNTY;, HIGH HAZARD
D LAND DEVELOPMENT <I
STANDARDS TEMPORARY SILT FENCE
jCPRO
C
STAKES
#5 WASHED STONE
2
1 MIN. 1
2' MAX. Qp
WOOD STAKES
(1/4" TO 1/2" GRID OPENING)
WIRE MESH CONCRETE BLOCK
DROP INLET
WITH GRATE
SPECIFIC APPLICATION:
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY
FLOWS ARE EXPECTED AND WHERE OVERFLOW CAPACITY IS NECESSARY
TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE.
APPROVED DATE: 02/2007
MECKLENBURG COUNTY
LAND DEVELOPMENT
STANDARDS
LENGTH AS NECESSARY
TO GO THRU DIKE
4' MIN. PIPE
1.5' MIN. _ _11f
FLEXIBLE PIPE
TIE DOWN 10' MAX. SPACING
TIE DOWN AT END 7\
4' (MIN)*
* AT LESS THAN 1% SLOPE
DIAMETER (D)
PROFILE
EXTEND TO EDGE OF
BLOCK AND GRAVEL
INLET PROTECTION
NOT TO SCALE
I P
NOT TO SCALE
30.07
SEDIMENT PIT NOT
REQUIRED IF BASIN IS
LOCATED DOWNSTREAM OF
PIPE OUTLET. (VOLUME PER
MCLDS 30.12)
SPECIFICATIONS:
4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
THE EARTH DIKE.
5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
PARTY OR HIS AGENT.
6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
APPROVED DATE: 02/2007 NOT TO SCALE
MECKLENBURG COUNTY
LAND DEVELOPMENT E 'V' FLEXIBLE PIPE SLOPE DRAIN STD. NO. REV.
t
STANDARDS °+>� ° 30.04
CONSTRUCTION
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE.
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE.
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF
EMPTYING INTO A DISTURBED AREA.
GENERAL NOTES:
1. UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE
INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET
INTO THE GROUND SURROUNDING THE
INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A
MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE
MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL
POSTS AT THE TOP, MIDDLE, AND
BOTTOM. PLACING A 2-FOOT FLAP
NCDOT #5 OR #57
OF THE WIRE MESH UNDER THE
WASHED STONE
GRAVEL FOR ANCHORING IS
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5
OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16 INCHES
-
AROUND THE WIRE, AND SMOOTH TO
AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED, REMOVE
NCDOT #5 OR #5)
ACCUMULATED SEDIMENT, AND
WASHED STONE
ESTABLISH FINAL GRADING
ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
MECKLENBURG COUNTY Ns R
LAND DEVELOPMENT
_:C' hI,Lv '
STANDARDS °R» pa
4' MAX.
--19-GAUGE HARDWARE CLOTH
2'
1
FILTERED
HARDWARE CLOTH AND GRAVEL
INLET PROTECTION
2.5" Fairc%th Skimmer° Surface Drain Cut Sheet
J. W. Faircloth & Son, Inc.
Skimmer shown in www.FairclothSkimmer.com
floating position
4" Sch 40
coupling
connection 1
I
1 1/2" Vent
with Green tip
2 1/2" pvc float
I /
1 1/2" hose, ss clamps 2 1/2" inlet
2" threaded male fitting extension 4
on outlet end
Patent #: 5,820,751
2.5" HEAD on
center of inlet and
orifice
Aluminum straps
suspending inlet
29" 2
29"
Inlet 5
Orifice PLATE for inlet
1. Skimmer can be attached to a straight 4" sch 40 pipe through the dam but the pipe may need to be
anchored to the bottom at the connection so it is secure. Coupling can be removed and hose attached to
outlet using the threaded 2" fitting. Typical methods used: on a metal structure a steel stubout welded on
the side at the bottom with a 2" threaded coupling or reducers; on a concrete structure with a hole or
orifice at the bottom, use a steel plate with a hole cut in it and coupling welded to it that will fit over the
hole in the concrete and bolted to the structure with sealant: grout a 4" pvc pipe in a hole in the concrete
to connect the skimmer.
2. Dimensions are approximate, not intended as plans for construction.
3. Barrel (solid, not foam core pipe) should be 1.4 times the depth of water with a minimum length of 6'
so the inlet can be pulled to the side for maintenance. If more than 8' long weight may have to be added
to inlet to counter the increased buoyancy.
4. Inlet tapers down from 2 1/2" maximum inlet to a 11/2" barrel and hose. Barrel is smaller to reduce
buoyancy and tendency to lift inlet but is sufficient for flow through inlet because of slope. The inlet orifice
can be reduced using the plug and cutter provided to control the outflow rate.
5. Inlet is 5" pipe between the straps with aluminum screen door for access to the 21/2" inlet and orifice
inside.
6. Capacity 6,234 cubic feet per day maximum with 21/2" inlet and 2.5 head. Inlet can be reduced by
installing a smaller orifice using the plug and cutter provided to adjust flow rate for the particular basin
volume and drawdown time required.
7. Shipped assembled. User glues inlet extension and barrel, installs vent, cuts orifice in plug and
attaches to outlet pipe or structure. Includes flexible hose, rope, orifice cutter, etc.
2-5inchCut 1-15-19 January 15, 2019
MEDIA (SEE NOTE 2)
SILT FENCE AS NEEDED
VEGETATIVE BUFFER
NOTE:
1. PRIOR TO INSTALLATION, MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE PROVIDED TO
THE EROSION CONTROL INSPECTOR FOR APPROVAL AND USE. DISCHARGE FROM FILTER MEDIA SHALL
MEET OR EXCEED THE PROVISIONS OF THE CLEAN WATER ACT.
2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING.
3. FILTER MEDIA MAY BE, BUT NOT LIMITED TO, SAND MEDIA FILTRATION DEVICES,
RATED FILTER FABRIC BAGS OR POLYMER BASED DEWATERING PRACTICES.
4. PUMP STRAINER SHALL NOT BE IN CONTACT WITH BOTTOM OF POND.
NOT TO SCALE APPROVED DATE: 02/2007
MECKLENBURG COUNTY
LAND DEVELOPMENT
STD. NO. REV.
30.09 STANDARDS
POINT
EROSION CONTROL- DEWATERING
��X X
TEMPORARY SILT
FENCE (TYP)
I I I I
DRAINAGE SWALE DRAINAGE SWALE
HOUSE HOUSE
PAD PAD
CONSTRUCTION
v ENTRANCE
CONSTRUCTION
O M ENTRANCE
RIGHT OF WAY i �:
PHASE 3 FRONT DRAINAGE PHASE 3 REAR DRAINAGE RIGHT OF WAY
PATTERN TEMPORARY SILT PATTERN
FENCE (TYP)
X X
�I
TEMPORARY SILT
FENCE (TYP)
DRAINAGE SWALE
CONSTRUCTION SEQUENCE:
PHASE 3
1. SEE EROSION AND SEDIMENT CONTROL PLAN PHASE 1 AND 2,
FOR CONSTRUCTION SEQUENCE PRIOR TO HOUSE
CONSTRUCTION OPERATIONS.
2. INSTALL SILT SACKS IN ALL CATCH BASINS.
3. INSTALL CONSTRUCTION ENTRANCES, SILT FENCE, AND SILT
FENCE OUTLETS FOR HOUSE CONSTRUCTION.
4. SEED AND MULCH PER SEEDING SCHEDULE.
5. NO EROSION CONTROL MEASURES IN PHASE 1, 2, OR 3 WILL BE
REMOVED UNTIL THE AREAS DRAINING TO SUCH MEASURES
HAVE BEEN TOTALLY STABILIZED AND PERMISSION RECEIVED
FROM EROSION CONTROL INSPECTOR.
RIGHT OF WAY
CONSTRUCTION
PHASE 3 COMBINATION DRAINAGE ENTRANCE
PATTERN
INDIVIDUAL LOT GRADING
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBELS #F 0929
WATER LEVEL
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08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY MTK
APPROVED BY BML
CHECKED BY BML
DATE MAY 31, 2019
TITLE
EROSION CONTROL
DETAILS
(SHEET 3 OF 4)
PROJECT NO. 501 04981
C6mO3

1 9 'q A
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Dewberry
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
TITLE
MTK
BML
BML
MAY 31, 2019
EROSION CONTROL
DETAILS
(SHEET 4 OF 4)
PROJECT NO. 501 04981
C6mO4

2
3
4 I 5
Dewberry..pi
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ALTERNATE WALL
CONFIGURATION /
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PLAN
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SECTION 1 -6
SEE STD. 20.23 AND 20.24
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4" :
I
DTI- E IT
END END VIEW APPROVED DATE: 02/2007
MECKLENBURG COUNTY FLARED END SECTION
D LAND DEVELOPMENT
STANDARDS4W 12" T H R U 7 2" PIPE
C
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE
DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR RIPRAP
APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE
PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A
HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE
RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO
THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE
SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL
AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE
RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1.
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL
NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF
RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR CHARLOTTE
MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.
RIP RAP SUMMARY CHART
OUTLET
La
W1
W2
T*
H
A-1
19,
28.0'
9.0'
1.5'
2.0'
B-1
13'
19.0'
6.0'
1.0'
1.67'
D-01
13'
19.0'
6.0'
1.0'
1.67'
NATURAL GRADE
W2
END OF FLARED SECTION
PLAN
ELEVATION
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
H:V
WT.
12"
2-1/4"
4"
2'-0"
4'-1"
2'-0"
6'-1"
3:1
730
15"
2-1/4"
6"
2'-3"
3'-10"
2'-0"
6'-1"
3:1
730
18"
2-1/2"
9"
2'-3"
3'-10"
3'-0"
C-1"
3:1
1190
24"
3"
10"
3'-8"
2'-6"
4'-0"
6'-2"
3:1
1770
30"
3-1/2"
V-0"
4'-6"
1'-8"
5'-0"
6'-2"
3:1
2380
36"
4"
1 V-3"
5'-3"
2'-11"
6'-0"
8'-2"
3:1
1 5320
42"
4-1/2"
V-9"
5'-3"
2'-11"
6'-6"
8'-2"
3:1
5920
48"
5"
2'-0"
6'-0"
2'-2"
7'-0"
8'-2"
3:1
7470
54"
5-1/2"
2'-3"
5'-6"
2'-10"
7'-6"
8'-4"
3:1
8810
60"
6"
2'-6"
5'-0"
3'-3"
8'-0"
8'-3"
3:1
11180
66"
6-1/2"
3'-0"
6'-0"
2'-3"
8'-6"
8'-3"
3:1
12530
72"
7"
3'-0"
6'-6"
V-9"
9'-0"
8'-3"
3:1
13980
GENERAL NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMENTER PER
AASHTO M170, TABLE 2, WALL B.
3• ALL CONCRETE TO BE 4000 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
NOT TO SCALE
(IF NEEDED) V
RIP RAP L
;.r: w .... 7 111q
NOTE: _LAYER OF FILTER FABRIC
MINIMUM H=2/3 PIPE DIAMETER
+ d50 (see fig 8.06 aft"NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax = 1.5 x d50 APPROVED DATE: 02/2007 SECTION B-B
T = 1.5 X dmax.
MECKLENBURG COUNTY RIP RAP APRON AT PIPE OUTFALLS
LAND DEVELOPMENT
OTHER THAN AT SWIM
STANDARDS °
'C
CORNELIUS
6 NOTES:
1. SEE THE LATEST EDITION OF THE TOWN OF CORNELIUS
LAND DEVELOPMENT CODE
1 1/2" SF9.5A ASPHALT
(FINAL CONSTRUCTION)
2. CONTACT: TOWN PLANNER [phone] TACK COAT (PLACE
JUST PRIOR TO FINAL 1 1/2" S9.5B ASPHALT
3. REFER TO TOWN ORDINANCE FOR WHEN FINAL 1 1/2" SURFACE COURSE) (INITIAL CONSTRUCTION)
LIFT OF ASPHALT IS TO BE APPLIED. s" COMPACTED AGGREGATE
BASE COURSE, OR 4" ASPHALT
CONCRETE BASE COURSE, TYPE B25.OB
DAVIDSON _
COMPACTED SUBGRADE
NOTES:
TYPICAL PAVEMENT SECTION
1. SEE DAVIDSON PLANNING ORDINACE SECTION 11.2 NOT TO SCALE
STREET REGULATIONS (FOR USE IN CORNELIUS AND DAVIDSON)
2. CONTACT: TOWN PLANNER [phone]
3. REFER TO TOWN ORDINANCE FOR WHEN FINAL
LIFT OF ASPHALT IS TO BE APPLIED.
HUNTERSVILLE
NOTES:
1. SEE THE TOWN OF HUNTERSVILLE ENGINEERING STANDARDS FOR TYPICAL SECTION (STD. 219.1)
A 2. CONTACT: TOWN PLANNER [phone]
REVISIONS
3. REFER TO TOWN ORDINANCE FOR WHEN FINAL LIFT OF ASPHALT IS TO 1 DATE DESCRIPTION
1 5/09 REVISED TITLE
BE APPLIED. 2 7/10 CHANGED HUNTERSVILLE
APPROVED DATE 02/2007 3 11 16 REV. TYP. SECT. & NOTE #3 FOR HUNT., CORN., DAV.
MECKLENBURG COUNTY CORNELIUS, DAVIDSON AND HUNTERSVILLE
LAND DEVELOPMENT
STANDARDS TYPICAL SECTION RESIDENTIAL STREET STD. N0. REV.
IL 1 1.50 13,
20.23A
T (THICKNESS)
20.23
MIN.
I
LANE WIDTH (L)
LANE WIDTH (L)
LANE WIDTH (L)
LANE WIDTH (L)
L/2
L/2 L/2
L/2 L/2
L/2
(TYP)
NOTES:
1. PER MUTCD STANDARDS, WHEN CROSSWALK LINES ARE USED THEY SHALL CONSIST OF SOLID WHITE LINES THAT MARK THE CROSSWALK. THEY SHALL BE NOT
LESS THAN 150 MM (6 IN) NOR GREATER THAN 600 MM (24 IN) IN WIDTH.
2. IF TRANSVERSE LINES ARE USED TO MARK A CROSSWALK, THE GAP BETWEEN THE LINES SHOULD NOT BE LESS THAN 1.8 M (6 FT). IF DIAGONAL OR
LONGITUDINAL LINES ARE USED WITHOUT TRANSVERSE LINES TO MARK A CROSSWALK, THE CROSSWALK SHOULD NOT BE LESS THAN 1.8 M (6 FT) WIDE.
3. IF USED, THE DIAGONAL OR LONGITUDINAL LINES SHOULD BE 300 TO 600 MM (12 TO 24 IN) WIDE AND SPACED 300 TO 1500 MM (12 TO 60 IN) APART.
THE MARKING DESIGN SHOULD AVOID THE WHEEL PATHS, AND THE SPACING SHOULD NOT EXCEED 2.5 TIMES THE LINE WIDTH.
■ill
1 . ■ 1 ra'�M �-
1/8" RADIUS
• d. • d.. 1/8" TO 1 /4"
. ,♦d.., .,d..
JOINT FILLER
�1/2"
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
APPROVED DATE: 02/2007
MECKLENBURG COUNTY
LAND DEVELOPMENT y _.n r11
STANDARDS ao�`
PIANO -STYLE CROSSWALK
IDTH
ALK,
R IS
NOT
v 1'
OF
1MP)
50.14 1 9
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2"
EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A
MINIMUM OF 5'.
4. WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL
BE A MINIMUM OF 5'.
5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
STREETS.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS
WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
1/2" EXPANSION JOINT
PROPOSED CURB & GUTTER
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
FOR CONCRETE SIDEWALK
NOT TO SCALE
CONCRETE SIDEWALKS
10.22
NOTE:
TRUNCATED DOMES COLORED
PER STD. NO. 10.35E
BACK OF WALK
EXP. JOINT m BACK OF CURB
EXP. JOINT
SIDEWALK m D � m
W W W FACE OF CURB
PLANTING STRIP- W Ai fA
ir FLOWLINE
CONTINUE JOINT AT 6'-0" 4'-0" 6'-O" GUTTER LIP
BACK OF CURB FRONT OF WALK
PLAN VIEW -PARALLEL RAMP SLOPE "A" 22:1
WITH PLANTING STRIP SLOPE "B" 1/4"/FT
BACK OF WALK
SLOPE "D"
4FIRONT OF WALK
SIDEWALK m� BACK OF CURB
EXP. JOINT`BD AF'l
CE OF CURB
PLANTING STRIP+ " OWLINE
W
GUTTER LIP
CONTINUE JOINT AT 6 NOTE:
BACK OF CURB _p 4'-p" 6 �0 TRUNCATED DOMES COLORED
PER STD. NO. 10.356
DIMENSIONS AT BACK OF CURB
APPROVED DATE: 02/2007 PLAN VIEW -DIAGONAL RAMP WITH PLANTING STRIP
NOT TO SCALE
MECKLENBURG COUNTY ACCESSIBLE RAMP STANDARD WITH
LAND DEVELOPMENT , „ STD. NO. REV.
STANDARDS PLANTING STRIP 2 -0 CURB AND GUTTER 10.31A ,
JOINT SEALER
1/8" RADIUS (TYPICAL)
JOINT FILLER J
TRANSVERSE EXPANSION JOINT
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER,
A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED
BY THE COUNTY ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
APPROVED DATE: 02/2007
MECKLENBURG COUNTY
LAND DEVELOPMENT
STANDARDS °RrN cpao,�
1/2 RA
�6' V-6"
3" RADIUS
dd c.
N d
4� d
d d
d -.
2'-0'
2'-0" 2'-0" STANDARD CURB & GUTTER
Mi
A
'4101.11
dy:RYyCti
NOT TO SCALE
CONCRETE CONTRACTION JOINT STD. NO. I REV.
1/8" RADIUS
1/2" RADIUS 6"
3" RADIUS
10.17C
V-6" STANDARD CURB AND GUTTER
1 -6"
3" RADIUS
. -dd. - .02 FT/FT
N d
m d
(ate. d
d d
e.
d <
d -
.03 FT/FT
SLOPE FOR VARIABLE
SUPERELEVATION RATES
STANDARD CURB AND GUTTER
E LEVATI O N
.03 FT/FT
NOT TO SCALE
EXISTING WALK 1/4" PER FOOT
ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12:1
I
N I
1/4" PER FOOT N
a
.. "d . d." . 1 M
-- _ d ♦ ..
4'-0" OR 5'-0" WALK 4'-0" 9" 1'-9"
CURB GUTTER
TYPICAL RAMP SECTION
. m 0 061vi m 0A 07-111 1 0Ml
J
10.17A
NOT TO SCALE
ACCESSIBLE RAMP SECTIONS WITH
STD. NO.
PLANTING STRIP 2-0" CURB AND GUTTER 110.31B
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY MTK
APPROVED BY BML
CHECKED BY BML
DATE MAY 31, 2019
TITLE
CONSTRUCTION DETAILS
(SHEET 1 OF 5)
PROJECT NO. 50104981
C7m01

1 1 2
3 1 4
5
tionef" Dewberry..pi
E
Ilk
FLOW DIVERSION UNDERDRAIN
STRUCTURE COLLECTION
BYPASS SYSTEM
/ SDE SDE SDE SDE SDE SDE SDE SDE
SDE
N ti
m
m
-III-III-�
-PRETREATMENT- OUT OW
SEDIMENTATION STORM
m ❑ _ CHAMBER DRAINAGE -III-III-�
m (SIDE)
T_�ENERGY
m SDE SDE SDE SDE SDE SDE SDE SDE
PLAN VIEW FILTER BED OVERFLOW
DISSIPATION SPILLWAY
STRUCTURE
C NOTES: PERFORATED
FLOW DIVERSION STANDPIPE
1. ALL SAND FILTERS SHALL HAVE A MINIMUM STRUCTURE DETENTION
20 FOOT ACCESS EASEMENT CONNECTING STRUCTURE
TO A DEDICATED PUBLIC RIGHT OF WAY.
ACCESS ROAD SHALL HAVE MIN. 12'
STABILIZED WIDTH, MAX. LONG. GRADE OF
15%, MAX. CROSS -SLOPE 5%. IN
ADDITION, A 10-FOOT WIDE PERMANENT
MAINTENANCE ACCESS EASEMENT MUST BE I-� FILTER BED OVERFLOW
PROVIDED AROUND THE PERIMETER OF INFLOW I -I I- WQ SPILLWAY
ALL BMPS TO ALLOW FOR ADEQUATE I -I I -III-III- V -
MAINTENANCE AND REPAIR.
2. ALL DRAINAGE AREAS TO A SAND FILTER - PRETREATMENT - - - - WW
III-III-
=1 I=1 1=
FACILITY ARE TO BE STABILIZED PRIOR III=III=III-
; - - - OUTFLOW
TO INSTALLATION OF SAND.
3. CLEAN OUTS IN THE UNDERDRAIN I I -I I -I
SYSTEM ARE TO BE PROVIDED EVERY 50'
AND AS DETERMINED BY THE COUNTY
REVIEWER. CLEAN OUTS SHALL HAVE
WATER TIGHT, VANDAL PROOF CAPS AND PROFILE VIEW UNDERDRAIN
EXTEND 6" ABOVE THE SURFACE. COLLECTION
SYSTEM
MECKLENBURG COUNTY r`"•�•°
LAND DEVELOPMENT f `' SURFACE SAND FILTER
STD. NO. I REV.
STANDARDS >� , °�? 21 .24
9" OR 10"
f1 1/8" B 5/16y 3/16"
1 5/16"
♦-1 1/4-
V-9" APPROX. 12'-5" MAX.�j. SPLICE BOLT 5/8" NC-2
2" FOR POST BOLT
PLAN DETAIL OF BOLT
5/8" DIA. x POST BOLT -12 1/2"
4 4 ICE BOLT 4 1/4
REQUIRED 4 14^2 " 15 16" DIA. x
BEAM TYPE GUARD RAIL f2^ 1 16"+DEEP RECESS--►15/8"
TERMINAL a
SECTION
M
0,
' N
POST POS
MAX. 12-6" CENTER TO CENTER OF POSTS T DETAIL OF NUT
TYPICAL ELEVATION 113/16" MIN.
_I f DIA. HOLE
4
-3 1 /4"- W 6 x 8.5
ER-1 SEE STD. 1 1/6 1 17/32 ~I I`4^ -I
r2.1 SLOPE (MIN. 3') �NO. 50.08A It
STEEL GUARD RAIL -----PROPERTY LINE 2 5%16" s� DIA. 116" MIN.
T + \ 12" DIA. HOLE
EDGE OF PAVEMENT 3 1+ 4" GROUND 1 TO BE FILLED
io
NEUTRAL AXIS WITH CONC.
� /
3/4" x 2 1/2" POST
N maw -
BOLT SLOT z 0)
DEAD-END STREET BARRICADE } I
3 1/4" %11. SPLICE BOLT �n
1 SLOT
NOTE
I2 5/1 " 29/32" x 1 1/8" :
A 1. THIS DETAIL IS NOT A GUARDRAIL DETAIL. FOR SPLICE BOLT SLOT "
ROADSIDE GUARDRAIL, SEE NCDOT STANDARD \ `• °
DRAWINGS 862.01-862.03 SECTION THRU RAIL ELEMENT DETAIL OF POST T
2. END OF STREET SHALL HAVE 3VX1.5' SIGN
"THE STREET WILL BE EXTENDED WHEN THE APPROVED DATE
ADJACENT PROPERTY DEVELOPS"
APPROVED DATE: 02/2007
NOT TO SCALE
MECKLENBURG COUNTY ' c
LAND DEVELOPMENT DEAD END STREET BARRICADEIL STD. NO. I REV.
STANDARDS 50.07A
BACK OF CURB
DETECTABLE WARNING
W i
SEE DETAIL 10.35E
Y i i W W i
W
R6,W
W W W W W
Wy.y.�WWWy.
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A 2%
off 12:1
A
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MATCH
2'
SIDEWALK WIDTH
R6"
RADIUS
W y�W VARIES
" W
CONCRETE
SIDEWALK
W
12:1 SLOPE (INCLUDES
DETECTABLE WARNING)
VARIES
R6" ­, 0-5'
,� M
VARIES
0-6"
�y II 2% MAX.
PERSPECTIVE
TOP OF CONCRETE CURB
VARIES
0 TO 6"
l-
yl VARIES I 12
6" TO 5.5' 6"
DETECTABLE WARNING
SEE CURB
DETAIL BELOW
SECTION A -A
1 /2" EXPANSION JOINT
I
1 /2" EXPANSION JOINT (TYP,) }
CONSTRUCTION JOINT (TYP.) 7 6
r R6"
1 CURB DETAIL
NOTES:
1. USE THIS DETAIL ONLY UNDER THE FOLLOWING CIRCUMSTANCES:
• 5-FOOT SIDEWALKS WITH CURB RADII OF 35 FEET OR GREATER
• 6-FOOT SIDEWALKS WITH CURB RADII BETWEEN 35 FT. AND 30 FT.
• 8-FOOT SIDEWALKS WITH CURB RADII OF 30 FEET OR LESS
2. DIRECTIONAL RAMPS MAY BE USED WHEN AN 8-FOOT PLANTING STRIP IS
PROVIDED. DO NOT USE THIS DETAIL IF THERE IS HARDSCAPE INSTEAD
OF A PLANTING STRIP.
3. ALL CONCRETE SHALL BE AT LEAST 3600 PSI.
MECKLENBURG COUNTY Wrv"e�
LAND DEVELOPMENT
STANDARDS
ELEVATION
GENERAL NOTES:
USE PIPE COLLAR FOR EXTENDING EXISTING CONCRETE
PIPE CULVERTS AT LOCATIONS SHOWN ON PLANS OR AS
DIRECTED BY THE ENGINEER. THIS INCLUDES EXTENDING
EXISTING PIPES WITH PIPES OF DIFFERENT MATERIALS.
CONSTRUCT THE PIPE COLLAR WITH CLASS "B"
OR BETTER CONCRETE.
OBSERVE ALL REQUIREMENTS OF SECTION 840 OF THE
STANDARD SPECIFICATIONS.
* USE 12 INCH DIAMETER VALUES FOR PIPE DIAMETERS
LESS THAN 12 INCH.
NOT TO SCALE APPROVED DATE: 02/2007
MECKLENBURG COUNTY
DIRECTIONAL ACCESSIBLE RAMP C STD. NO. I REV. LAND DEVELOPMENT
10.40 STANDARDS
/---- - - - - - -
II
I �
V EXIST. PIPE
I
I- - - - - - - - - -
SIDE ELEVATION
D
E
F
CU. YD.
12"
12"
12"
0.3528
15"
12"
12"
0.3990
18"
12"
12"
0.4465
24"
12"
12"
0.5526
30"
12"
12"
0.6560
36"
12"
12"
0.7640
42"
12"
12"
0.8856
48"
12"
12"
1.0126
54"
18"
18"
2.5793
60"
18"
18"
2.8506
66"
18"
18"
3.1307
72"
18"
18"
3.4176
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HEET 1 OF 1
840.72
GENERAL NOTES:
1. STEEL BEAM TYPE GUARD RAILS SHALL BE INSTALLED AT THE END OF ALL DEAD-END STREETS, EXCEPT CUL-DE-SAC STREETS
WHICH HAVE BEEN IMPROVED WITH A PERMANENT TURN -AROUND.
2. FOR STREETS 26' IN WIDTH THE GUARD RAIL SHALL CONSIST OF TWO(2) 12'-6" SECTIONS OR ONE(1) 25' SECTION, THREE (3) STEEL
POSTS, AND TWO (2) TERMINAL SECTIONS. FOR STREETS GREATER THAN 25' IN WIDTH THE GUARD RAIL SHALL SPAN THE
ENTIRE WIDTH OF THE STREET.
3. GUARD RAIL SHALL CONSIST OF RAIL ELEMENTS FABRICATED TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED AS SHOWN.
4. MINIMUM THICKNESS OF GUARD RAIL SHALL BE 12 GAGE U.S. STANDARD.
THE RAIL ELEMENT INCLUDING SPLICES, SHALL HAVE A MINIMUM ULTIMATE TENSILE STRENGTH OF 80,000 LBS.
GUARD RAIL PARTS FURNISHED SHALL BE INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF THE SOURCE OF MANUFACTURER.
THE HOLES FOR CONNECTING BOLTS SHALL BE PUNCHED OF DRILLED, BURNING WILL NOT BE PERMITTED.
5, THE GUARD, BOLTS, NUTS, STEEL POSTS. AND ALL OTHER METAL PARTS SHALL BE GALVANIZED TO CONFORM TO THE REQUIREMENTS
FOR THE COATING CLASS, (2.50 OUNCES PER SQUARE FOOT) OF THE CURRENT SPECIFICATIONS FOR ZINC -COATED (GALVANIZED) IRON, AND
STEEL SHEETS, COILS, AND CUT LENGTHS, IN ACCORDANCE WITH ASTM 123A.
6. IF THE AVERAGE SPELTER COATING AS DETERMINED FROM THE REQUIRED SAMPLES IS LESS THAN TWO (2) OUNCES OF SPELTER PER
SQUARE FOOT, OR IF ANY ONE SPECIMEN HAS LESS THAN 1.8 ONCES OF SPELTER PER SQUARE FOOT OF DOUBLE EXPOSED SURFACE, THE
LOT SAMPLED SHALL BE REJECTED, THE FINISHED SHEETS SHALL BE OF FIRST CLASS COMMERCIAL QUALITY, FREE FROM INJURIOUS DEFECTS,
SUCH AS BLISTERS, FLUX, AND UNCOATED SPOTS.
7. THE GUARD RAIL SHALL BE INSPECTED TO DETERMINE THAT THE MATERIAL, DIMENSIONS, AND WORKMANSHIP ARE IN ACCORDANCE
WITH THIS PLAN.
8. WHERE A DEAD-END STREET REQUIRES GUARD RAIL, END OF ROADWAY MARKER SIGNS SHALL ALSO BE REQUIRED.
(SEE STD. 50.08A & 50.08B) (ER-1).
APPROVED DATE: 02/2007
NOT TO SCALE
MECKLENBURG COUNTY R°
�� ;��°z DEAD END STREET BARRICADE
LAND DEVELOPMENT
STANDARDS eX�a GENERAL NOTES 50
GENERAL REV;
NOTES:
1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE
OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL
MATERIAL. 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 6".
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED
TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN
PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY
THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER
OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED
INTO PLACE.
2. ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95%.
3. STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%.
4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
5. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL.
RECOMMENDED
10
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APPROVED DATE: 02/2007
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MECKLENBURG COUNTY
LAND DEVELOPMENT I�l»
' 2
STANDARDS e
ADDITIONAL PARKING BAYS AND
<� CHAMFERS/REVERSE CURVES
AS APPROPRIATE.
PIPE SHALL BE PLACED
ON SUITABLE MATERIAL
TRENCH DETAIL
FOR STORM DRAIN
MINIMUM
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NOTES:
1. CHAMFERS/REVERSE CURVES NOT NECESSARY IF
ADEQUATE DRAINAGE CAN BE PROVIDED THAT WILL
ENSURE THAT SEDIMENT, WATER, DEBRIS, ETC., DOES NOl
COLLECT IN 90-DEGREE CORNERS.
2. PARALLEL ACCESSIBLE SPACES AND LOADING ZONES TO
BE REVIEWED ON A CASE -BY -CASE BASIS.
3. FOR PARKING BAYS THAT ARE 8 FEET IN WIDTH OR
GREATER, THE PAVEMENT MARKINGS SHALL BE SET AT
ONE (1) FOOT LESS THAN THE STALL WIDTH.
4. GREATER SEPARATION FROM INTERVENING STREETS THAN
THE DISTANCES PROVIDED IN THE MATRIX MAY BE
REQUIRED AT TOWN OR COLINTY'S DISCRETION.
5. POSITIVE DRAINAGE SHALL BE PROVIDED EITHER BY
INSTALLATION OF APPROPRIATE DRAINAGE STRUCTURES
OR SLOPE PARKING AREA TO STREET FLOW LINE.
MECKLENBURG COUNTY
LAND DEVELOPMENT
STANDARDS r1`o
y_caa
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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WHITE PAINT.
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20'
20'
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a- m APPROVED DATE: 02/2007 NOT TO SCALE
PARALLEL PARKING STANDARDS STD NO I RFV
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08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY MTK
APPROVED BY BML
CHECKED BY BML
DATE MAY 31, 2019
TITLE
CONSTRUCTION DETAILS
(SHEET 2 OF 5)
PROJECT NO. 501 04981
I C7002

1 I 2 I 3 I 4 I 5
E
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C
M/
v m GENERAL NOTES
< USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
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840.24
840.20
840.29
840.33
6 MAX. PACING W
LOCATE WALL REINFORCEMENT OF CIRCUM. R/F
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SIDE OF OPENING (1"
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RISER HT.
VARIES -
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WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES
0' A
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WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
I
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PLAN
WITH GRATE & FRAME REMOVED
SECTION X-X
SECTION X-X
SEE
WEEP HOLES
""T" -OPING(INCIDENTAL)
M ELEVATION
840.16 FRAME -
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TYPICAL MANHOLE SECTION
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
'2' VD
T SECTION J-J
WHERE 30" TO 36" PIPE IS USED
PLAN
WHERE 42" TO 54" PIPE IS USED
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1
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PLAN
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
ELL
#4 BAR
B 6" N
0 I "6-
I
DOWEL
MAX. PIPE THIS SIDE
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
TTAL
CONCRETE
FOR MINIMUM
HEIGHT H
C.M.
R.C.
12"
3'-0"
2'-0"
2'-0"
0.222
0.222
0.592
0.015
0.026
15"
2'-3"
0.648
0.023
0.036
18"
2'-6'
0.703
0.033
0.049
24"
3'-0"
0.814
0.059
0.085
30"
3'-0"
2'-0"
3'-6"
0.222
0.222
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0.092
0.127
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SHEET 2 OF 2
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6" E�•j
#4 BARS "V" 6" 6"
@ EQUAL SPACES
1" 1y1„
3"
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#4 BARS
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4 f11/2
SECTION R-R DOWEL
EXPANSION JOINTS
4'- 6 1 4'-6"
STD. 840.03 FRAME,
..-.__ - .._--
- � ulll11ll1111I� � �
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-6'-0"
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2% AND UNDER
DEPRESSED GUTTER LINE
EXPANSION JOINT I I m II I
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT
8' TOP
USE ON GRADES OVER 2% ELEV.
DEPRESSED GUTTER LINE
10" I 6'-0"
EXPANSION JOINT MAX,
1' 0" I I
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
NO. LENGTH
BARS-V
NO. LENGTH
BARS-W
N0. LENGTH
TOTAL
LBS.
TOP
SLAB
BOTTOM
SLAB
TOT.GONC.
OR MINIMUM
HEIGHT H
D
A
B
C
G
H
E
F
C.M.
R.C.
12"
3'-0"
2'-2"
2'-9"
0.235
0.772
0.015
0.026
15"
3'-0"
2'-2"
3'-0"
0.235
0.829
0.023
0.036
is,,
3'-0"
2'-2"
3'-3"
0.235
0.887
0.033
0.049
24"
3'-0"
2'-2"
3'-9"
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2"
3'.4"
4'-3"
1'.2"
4'-0"
4
1'-5"
2
3'.9"
3
3'.9"
39
0.123
0.321
1.433
0.092
0.127
36"
3'-0"
2'-2"
3'-10"
4'-9"
1'-8"
4'-0"
4
1'-11"
3
3'-9"
3
3'-9"
43
0.161
0.358
1.714
0.132
0.178
42"
3'-0"
2'-2"
4'-5"
5 -3
1'-5"
3'-2"
4
1'-8"
2
2'-11"
3
2'-11"
32
0.112
0.318
1.738
0.180
0.243
48"
3'-0"
2'-2"
5'-0"
5'-9"
2'-0"
3'-2"
4
2'-3"
3
2'-11"
3
2'-11"
35
0.145
0.352
2.052
0.235
0.317
54"
3'-0"
2'-2"
5'-7"
6'-3"
2'-7"
3'-2"
4
2'-10"
5
2'-11"
3
2'-11"
41
0.180
0.386
2.387
0.297
10.401
N_
#4-BARS
r-r-r
I � �
12"
DOWEL
~ BAR - "X"
PLAN
SLOPE AS INDICATED ON PLANS
VARIABLE TO SUIT CONDITION
M G *21 OI 9 /
MIN.
i
S
IN E-�
31
PIPE
I /
�- - --�- -� 10"+T
in OPTIONAL 3"
CONST. JOINT DOWEL FOOTING
B (IF CONST. B
JOINT USED
ELEVATION END ELEVATION
GENERAL NOTES:
-CHAMFER ALL CORNERS 1". USE CLASS "B" CONCRETE.
-PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42" AND OVER
WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN ENDWALL LENGTH.
-CONSTRUCT BOTTOM SLAB WITH FORMS.
-WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM OF
THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS. SPACE BARS
APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
-WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM OF
THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
-DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS ACCEPTABLE,
BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
REINFORCING QUANTITIES
DIA.
15"
18"
24"
30"
36"
42" C.S.
42" R.C.
48" C.S.
48" R.C.
BARS
,1X„
„X„
„X..
„Y„
„X„
„Y„
„X„
„Y„
„X„
„Y,,
QTY.
5
5
6
6
7
7
1 2
7
2
8
2
8
2
LBS.
12
12
14
14
16
47
49
52
55
*QUANTITIES BASED ON 2'-0"
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
SLOPE AS INDICATED ON PLANS
VARIABLE TO SUIT CONDITION
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I T T
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JOINT USED
ELEVATION END ELEVATION
#4-BARS
� II
12"
PLAN DOWEL
~ BAR -"X"
DIMENSIONS AND CONCRETE QUANTITIES
R.C.P. DIMENSIONS AND VOLUMES
C.S.P. DIMENSIONS AND VOLUMES
D
H
B
G
M
S
T
YD3
H
B
G
M
YD3
15"
3'-4„
1'-8"
2'-6"
1'-1"
101/2
21/4"
1.0
3'-4"
1'-8"
2'-5"
1'-5"
1.0
18"
3'-7"
1'-10"
2'-11"
1'-3"
10"
21/2"
1.2
3'-7"
1'-10"
2'-9"
1'-6"
1.3
24"
4'-2"
2'-1"
3'-9"
1'-6"
10"
3„
1.7
4'-1"
2'-1"
3'-6"
1'-9"
1.8
30"
4'-9°
2'-5"
4'-8"
1'-10"
10"
31/2"
2.5
4'-7"
2'-4"
4'-3"
2'-0"
2.4
36"
5'-5„
2'-9"
5'-8"
2'-2"
91/2„
43/4"
3.6
5'-1"
2,-7
5'-0"
2'-3"
3.1
42"
6'-0"
3'-0"
6'-7"
2'-5"
91/2"
51/4"
4.6
5'-7"
2'-10"
5'-9"
2'-6"
4.0
48"
6'-7"
3'-4"
7'-5"
2'-9"
91/2"
53/4"
6.0
6'-1"
3'-1"
6'-6"
2'-9"
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tionel" Dewberry..pi
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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KEY PLAN
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10/03/19
MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY MTK
APPROVED BY BML
CHECKED BY BML
DATE MAY 31, 2019
TITLE
CONSTRUCTION DETAILS
(SHEET 3 OF 5)
PROJECT NO. 50104981
C7mO3

2
3
4 I 5
tionef" Dewberry..pi
GENERAL NOTES:
1. DOUBLE CATCH BASIN ONLY FOR USE WITHIN TOWN MAINTAINED STREETS. INSTALLATION ON
STREETS WITHIN EXISTING/FUTURE NCDOT MAINTAINED RIGHT OF WAY REQUIRES A MINIMUM
OF ONE 4 FOOT LONG SECTION OF REINFORCED CONCRETE PIPE BETWEEN CATCH BASINS.
2. SEE NCDOT STANDARD 840.01 FOR DETAILS BASED ON PIPE SIZE PER CROSS-SECTION.
3. CONSTRUCT TWO SINGLE BASINS PER NCDOT STANDARD WITH DOUBLE INTERIOR WALL.
4. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
5. BASE SLAB SHALL BE MONOLITHIC.
E
6. SEE STANDARD NUMBERS 10.29 AND 10.30 FOR PLACEMENT OF CATCH BASIN.
7. RCP PIPE SECTION D2 CONNECTING CATCH BASINS SHALL HAVE A MINIMUM DIAMETER
SAME AS OF OUTLET PIPE D3.
8. ALL REINFORCING STEEL SHOWN ON NCDOT STANDARDS IS TO BE PROVIDED AS
CONTINUOUS MEMBERS. (NO LAPS, USED AS A SINGLE CONTINUOUS BAR IN THE SLAB)
J-M
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PLAN 3- #4 BARS
a
INLET F I � OUTLET
SLOPE I
r = SECTION Y-Y 15" to 24"
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MECKLENBURG COUNTY r
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LAND DEVELOPMENT f;J
STANDARDS
C
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APPROVED DATE: 02/2007
3E MONOLITHIC
NG TO BE
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BRICK DOUBLE CATCH BASIN
15" THRU 36 PIPE
FARMHOUSE DRIVE
RESIDENTIAL STREET
(MODIFIED OPTION B)
NOTES:
1Q SIDEWALK SHALL BE PROVIDED ON ONE SIDE OF THE
STREET.
2Q THE CROWN (TRANSVERSE SLOPE) FOR THE TYPICAL
SECTION ON THIS SHEET IS 3/8" PER FT.
35' MIN. TO
REAR INTERIOR WALL OR-,-]
REAR OF PARKING PAD
�_10'
20' CLEAR
A
(SEE NOTE 4)
PLAN
REVISIONS
NO. DATE DESCRIPTION
1 1 5/091 REVISED CROSS SECT.
APPROVED DATE: 0212007
PAVEMENT SCHEDULE
® 2'-0" VERTICAL CURB & GUTTER
SO 4" THICK CONCRETE SIDEWALK (5' WIDE)
© 1-1/2" BITUMINOUS CONCRETE SURFACE COURSE, TYPE S-9.5A
DQ FINAL 1-1/4" BITUMINOUS CONCRETE SURFACE COURSE, TYPE S-9 5A
QE 8" COMPACTED AGGREGATE BASE COURSE, OR 4"
BITUMINOUS CONCRETE BASE COURSE, TYPE B-250B
AD
NOT TO SCALE
20.03
SINGLE-F
HOME/TOE
TO 2.07 OS% TO 2.0%
CONCRETE
COMPACTED� �� `� '� STRIP
SUBGRADE (TYP,)
ALLEY WITH NORMAL CROWN
0.57 TO 2.ni
GUTTER
ALLEY WITH NO CROWN (TYP,)
SUMMERS WALK BLVD.
RESIDENTIAL STREET
(KAc)nIFIFn C)PTIC)N r.l
NOTES:
1Q SIDEWALK SHALL BE PROVIDED ON BOTH SIDES OF THE
STREET.
2Q. THE CROWN (TRANSVERSE SLOPE) FOR THE TYPICAL
SECTION ON THIS SHEET IS 3/8" PER FT.
3Q PARKING IS SHOWN ON THE EAST SIDE ONLY. HOWEVER,
PARKING MAY BE PLACED ON THE WEST SIDE.
NOTES:
1. SUBGRADE SHALL BE COMPACTED TO PUBLIC STREET STANDARDS.
2, STORM DRAINAGE (NOT SHOWN) SHALL BE PR❑VIDED AS NECESSARY,
3, ALLEYS SHALL BE C❑NSIDERED PRIVATE EASEMENTS AND WILL NOT
BE ACCEPTED FOR MAINTENANCE.
4, NO CUT SLOPES, ❑BSTRUCTI❑NS, HEDGES, ETC, ON NON -LOADED SIDE
OF ALLEY WITHIN 20 FEET OF LOADED SIDE EDGE OF PAVEMENT.
5, DRIVEWAYS SHALL BE SEPARATED BY AT LEAST 5 FEET, OR
GREATER IF REQUIRED BY PLANNING (LOT SIZE) REQUIREMENTS
AND/OR N,C, BUILDING CODE.
6, PAVEMENT SECTI❑N PER TOWN REQUIREMENTS
NOT TO SCALE
MECKLENBURG COUNTY RESIDENTIAL ALLEY DETAIL
LAND DEVELOPMENT STD. NO.
STANDARDS SINGLE LOADED W/ TWO-WAY ❑PERATI❑N 111.19C
COUNTRY TIME WAY AND
WILBERFORCE WAY
TYPICAL ALLEY SECTION
(MODIFIED OPTION B)
15' MIN FROM GARAGE 15' MIN FROM GARAGE
TO ALLEY CENTERDNE TO ALLEY CENTERDNE
:-FAMILY
rOWNHOME i 20' PUBLIC R.O.W.
PAVEMENT SCHEDULE
® 2'-0" VERTICAL CURB & GUTTER
SO 4" THICK CONCRETE SIDEWALK (5' WIDE)
© 1-1/2" BITUMINOUS CONCRETE SURFACE COURSE, TYPE S-9.5A
DQ FINAL 1-1/4" BITUMINOUS CONCRETE SURFACE COURSE, TYPE S-9 5A
EQ 8" COMPACTED AGGREGATE BASE COURSE, OR 4"
BITUMINOUS CONCRETE BASE COURSE, TYPE B-250B
NOTES:
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
3• STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS.
3/4" NYLON STRAP
ROOT CROWN TO
BE AT FINISH GRADE
4" HIGH / 6" WIDE MAXIMUM
BERM OUTSIDE OF ROOTBALL
3 - 1"x2"x18" WOOD STAKES
WITH CENTERED 3/8" HOLE
DRIVEN IN LINE WITH STRAP
EQUALLY SPACED AROUND TREE
REMOVE TYPICAL EXCESS SOIL
FROM ROOT CROWN
REMOVE TOP 1/3 BURLAP
AND ANY NAILS/PINS, ETC.
REMOVE TOP 1/3 OF WIRE
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET ROOT CROWN
AT THE CORRECT HEIGHT. FIRM SOIL UNDER R007 BALL.
VARIES
MULTIPURPOSE TRAIL SECTION
(ASPHALT)
PATH SCHEDULE
GARAGE GARAGE
10'
LANE AO 2" ASPHALT PAVEMENT
© 6" AGGREGATE BASE COURSE
© COMPACTED SOIL BASE
NOTES: v
1O THE REVERSE CROWN (TRANSVERSE SLOPE) FOR THE
TYPICAL SECTION ON THIS SHEET IS 3/8" PER FT.
PAVEMENT SCHEDULE
® 1'-0" CONCRETE EDGE
© 1-1/2" BITUMINOUS CONCRETE SURFACE COURSE, TYPE S-9.5A
DQ FINAL 1-1/4" BITUMINOUS CONCRETE SURFACE COURSE, TYPE S-9.5A
EQ 8" COMPACTED AGGREGATE BASE COURSE, OR 4"
BITUMINOUS CONCRETE BASE COURSE, TYPE B-250B
MULTIPURPOSE TRAIL SECTION
(NATURAL MATERIAL)
01 s'
PATH
A
B
PATH SCHEDULE
AO 1" MULCH SURFACE
© 4" COMPACTED SOIL BASE
PLANTINGS IN STREET RIGHT-OF-WAY
GENERAL NOTES
1. TREE GRATES AND ASSOCIATED IRRIGATION SYSTEMS REQUIRED BY TOWN ARE TO COMPLY WITH THE TOWN ZONING REQUIREMENTS. ALL INSTALLATIONS OF IRRIGATION
SYSTEMS WITHIN THE RIGHT-OF-WAY OF STATE MAINTAINED STREETS REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED THROUGH NCDOT. TREES INSTALLED WITHIN
TOWN MAINTAINED RIGHT-OF-WAY LIMITS SHALL BE PER TOWN REQUIREMENTS. TREES INSTALLED WITHIN THE RIGHT OF WAY OF STATE MAINTAINED STREETS REQUIRE A
G� PLANTING PERMIT FROM NCDOT. NCDOT'S REVIEW AND APPROVAL PROCESS MAY INCLUDE ADDITIONAL REQUIREMENTS.
2. A DRAINAGE SYSTEM IS REQUIRED FOR ALL IRRIGATED PLANTING AREAS LOCATED ADJACENT TO STREETS. ALL IRRIGATION/DRAINAGE SYSTEMS REQUIRE AN ENCROACHMENT
6" SUP KNOT WITH STOP KNOT. AGREEMENT EXECUTED BY NCDOT FOR STATE -MAINTAINED ROADS. CONTACT NCDOT FOR ADDITIONAL INFORMATION REGARDING COST, SUBMITTAL AND LIABILITY INSURANCE
6" LARGER THAN TREE DIAMETER COVERAGE REQUIREMENTS.
KEEP MULCH AWAY FROM 3. LANDSCAPE INSPECTIONS MAY INCLUDE THE FOLLOWING:
TRUNK 1" TO 2"
SUBDRAINAGE INSPECTION
4" MAXIMUM LAYER OF MULCH TREE PIT/WELL OR PLANTING STRIP INSPECTION
SOIL MIX APPROVALS/INSPECTIONS
TREE APPROVALS/INSPECTIONS
TREE PLANTING INSPECTION
FINISH GRADE IRRIGATION INSPECTION
FINAL WALK THROUGH
ALL INSPECTIONS SHALL BE PERFORMED BY TOWN AND/OR COUNTY.
UNDISTURBED
12"
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN, ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12-14' 16' 24" 16"
APPROVED DATE: 02/2007 3" 14-16' 1b' 32" 21"
MECKLENBURG COUNTY
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LAND DEVELOPMENT �'�
II�IrLLL '
STANDARDS ��
BACKFILL AS SPECIFIED
TREE PLANTING
(FOR SINGLE AND MULTI -STEM TREES)
APPROVED DATE: 02/2007
NOT TO SCALE MECKLENBURG COUNTY
LAND DEVELOPMENT»
syr' S, irp v ,•j
STANDARDS
STD. NO. I REV.
40.01
TREE PLANTING -NOTES
(DRAINAGE AND INSPECTION)
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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KEY PLAN
3
10/03/19
MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
TITLE
MTK
BML
BML
MAY 31, 2019
CONSTRUCTION DETAILS
(SHEET 4 OF 5)
PROJECT NO. 501 04981
STD. NO. REV.
40.10
C7mO4

2
3
5
Dewberry
E
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Charlotte -Mecklenburg
STORM
WATER
Services v
BMP Inset Table _
Sand Filter
Project Name:
Summerswalk Phase 6
Sequence ID:
1
Drainage Area (acres):
6.41
Land Use/Development Type:
< 0.25 acres - Reside ntial/A t/Rowhouse
Vegetation Type:
Grassed
Percent Built -Upon Area:
51.80%
Sediment Chamber Length ft.:
135
Sediment Chamber Width ft.:
99
Sediment Chamber Height ft.:
2
Sand Filter Type:
Surface
Media Depth ft.:
2.5
Media Surface Area ft2 :
1200
Flow Diverter Present /N :
N
Regulated By:
Post Construction Ordinance
Treatment Effectiveness:
Optimal
NC State Plane X eastin :
1471634
NC State Plane Y(northing
621244
Charlotte -Mecklenburg
STORM
WATER
^1� Services
BM P Inset Table
Extended Dry Detention
Project Name:
Summerswalk Phase 6
Sequence ID:
1
Surface Areas . ft.:
14,500
Drainage Area (acres):
6.41
Land Use/Development Type'.
< 0.25 acres - Reside ntial/A t/Rowhouse
Vegetation Type:
Grassed
Percent Built -Upon Area:
51.80%
Maximum Depth ft.:
4.25
Detention Basin Type:
Surface
Forebay Present /N :
Y
Flow Diverters Present (Y/N):
N
Regulated By:
Post Construction Ordinance
Treatment Effectiveness:
Optimal
NC State Plane X eastin :
1471634
NC State Plane Y(no rthin :
621244
PROP. BMP ACCESS Al
MAINTENANCE ESMT. - M
20' WIDTH (TY
Sand Filter
Maintenance and Schedule
TASK
SCHEDULE
Inspect banks and surrounding drainage areas
for erosion and stabilize if necessary
Monthly
Street sweep parking lot
Quarterly
Trash removal
Monthly
Inspect outlet for obstructions
Monthly
Inspect for clogging
Monthly
Inspect inlet grates
Monthly
Skim sand media
Yearly
Pump oil and grit from sedimentation
chamber
Yearly or at 50% full
Replace sand media
As needed (expect 3 years)
BMP CONSTRUCTION SEQUENCE NOTES:
1. CALL THE WATER QUALITY INSPECTOR TO SET UP A BMP
PRE -CONSTRUCTION MEETING PRIOR TO STARTING ANY WORK ON
BMPs. THIS MEETING SHOULD TAKE PLACE AT LEAST 48 HOURS PRIOR
TO STARTING CONSTRUCTION ON ANY BMP AND SHALL INCLUDE THE
DESIGN ENGINEER TO ENSURE ENGINEER INSPECTIONS ARE
PERFORMED AT KEY BMP INSTALLATION PHASES.
2. THE DESIGN ENGINEER MUST VERIFY AND CERTIFY THE DRAINAGE
AREA IS PROPERLY STABILIZED; MEASURES ARE IN PLACE TO
PREVENT SEDIMENTATION INTO THE BMP, THE STORM DRAINS, INLETS
AND PAVEMENT HAVE BEEN PROPERLY CLEANED PRIOR TO
COMMENCEMENT OF BMP CONSTRUCTION.
3. ADDITIONAL MEASURES, TO ENSURE PROPER CONSTRUCTION AND
OPERATION OF THE BMP, MAY BE REQUIRED BY THE WATER QUALITY
INSPECTOR.
4. A DOUBLE -RINGED INFILTROMETER TEST (ASTM D 3385), OF THE
BOTTOM OF THE SAND FILTER, MUST BE SUBMITTED TO THE WATER
QUALITY INSPECTOR PRIOR TO THE INSTALLATION OF UNDERDRAIN
SYSTEM.
5. THE RESULTS OF THE DOUBLE -RINGED INFILTROMETER TEST MUST
SHOW INFILTRATION CAPABILITIES, CONFIRMED BY THE DESIGN
ENGINEER, AND SUBMITTED FOR BMP AS -BUILT APPROVAL.
Dry Pond
Maintenance Tasks and Schedule
TASK
SCHEDULE
Forebay inspection and cleanout
Monthly inspection. Remove sediment
every 7 years or when sednnent volume
exceeds 50% of storage volume
Bank mowing and inspection /
stabilization of eroded areas
Monthly (maintain 3 - 6 inch grass height)
Outlet / inlet inspection and cleanout
Monthly
Unwanted vegetation and trash removal
Monthly
Inspect for structural damage, leaks, etc.
Yearly
Inspect / exercise all mechanical
devices, valves, etc.
Yearly
Evaluate sediment level (remove as
needed)
Yearly
Security
As needed
PREPARATION
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3' DEEP
OVER ADVERSE SOIL CONDITIONS IF APPLICABLE,
SCARIFY THE ENTIRE AREA TO 6' DEEP,
REMOVE ALL LOOSE ROCK, ROOTS AND OTHER
❑BSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH
AND UNIFORM.
APPLY AGRICULTURAL LIME, FERTLIZER AND
SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE
BELOW)
CONTINUE TILLAGE UNTIL A WELL —PULVERIZED FIRM,
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6
INCHES DEEP,
SEED ON A FRESHLY PREPARED SEEDBED AND COVER
SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING.
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH,
INSPECT ALL SEEDED AREAS AND MAKE NECESSARY
REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON
IF POSSIBLE IF STAND SHOULD BE OVER 60% DAMAGED,
REESTABLISH FOLLOWING ❑RIGINAL LIME FERTILIZER AND
SEEDING RATES,
CONSULT INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED,
APPLY,
AGRICULTURAL LIMESTONE — 2 TONS/ACRE (3
TONS/ACRE IN CLAY SOILS)
FERTILIZER — 1,000 LBS/ACRE — 10-10-10
SUPERPHOSPHATE — 500 LBS/ACRE — 20%
MULCH — 2 TONS/ACRE — SMALL GRAINSTRAW
ANCHOR — ASPHALT EMULSION @ 300 GALS/ACRE
- _ 726 V A \ v A 30,E
727��
TE TE — —TE � TE TE TE E T TE TE \ TE \ V A\ \
— — 722
725
720
\ — \
21 _ \\
co 718
715
PROP. BMP FENCE / — — — — — — —7A6
ACCESS GATE (TYP.) v 713
714 v v STABILIZE THE SAND FILTER BASIN WITH \
/ _ v A CLEAN WASHED SAND BASE BERMUDA A
FES Al A A \ \ \ SOD (TOP, BOTTOM, AND SIDES) (TYP.)
PERFORATED UNDERDRAIN
SEE CROSS SECTION vv
PROP. 2' HIGH BERM, ,\
CLASS B RIP -RAP \A \ \
732
28
V PROP. PCCO
EASEMENT
/
—730— —/
LO
N
I`
N i I I II- -�,- -- -
V A \ --�-726--
\ �\ 2' UPTURN LOCATION \ SAND FILTER \
A� v A V A\ \ V CROSS SECTION
JD A \`�0\ I �jl \
IN. A \ V A r'' 6" SCH 40 PVC v v ' V `oA PROP. SAND
D.) � \ \ \ v v \ v � �FI\LTER�
V \ \ \ > V CS D02—
����'s 6�0 — ----- --
v� �yLy�J1711
PROFILE 722- — — — — -- --
STA.: 2+10 - --
\ \ \ PROP. SAND FILTER - 1
712 \ \
\ \ \ \ 1 \ V A V v 713
v
I--
79
709—
/ PROP. ANTI -SEEP
COLLAR (TYP.) - SEE
DETAIL SHEET C7.02
FES D01
oW
v l v I ! 4, t
o
Z-24" RCP CLASS III � PROP. BMP FENCE WITH —?�0—
— ��� \ v ACCESS GATE (TYP.)
— ----
\ \ \� PROP. 20' RIP -RAP EMERGENCY
�\ \ �—
- � OVERFLOW SPILLWAY ELEV.: 714.25 -- --_ _— 716 - _____ __
PROP. TOP OF �V � — — — _ _ __ — --- -
_ -
POND ELEV.: 715.25 — — —
_ -
--- --- ---- ---
PROFILE --
PROFILE — -
STA.:0+00
i
�\ \ -\ -9 \
�v — — ---
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
TITLE
MTK
BML
BML
MAY 31, 2019
BMP DETAILS
(SHEET 1 OF 2)
PROJECT NO. 501 04981
C7mO5
SCALE: 1" = 20'

1 9 1 A R
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Dewberry
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
TITLE
MTK
BML
BML
MAY 31, 2019
BMP DETAILS
(SHEET 2 OF 2)
PROJECT NO. 501 04981
C7mO6

1 2 3 4 5
E
Tree #
Size/Species
Tree #
Size/Species
Tree #
Size/Species
Tree #
Size/Species
Tree #
Size/Species
Tree #
Size/Species
LANDSCAPE NOTES
8. TREES AND UNDERGROWTH IN DESIGNATED OPEN SPACE IN AN APPROVED PLAN
1. EXISTING VEGETATION SHALL BE PRESERVED WHENEVER FEASIBLE. THE DECISION TO SHALL REMAIN UNDISTURBED EXCEPT FOR PERMITTED PATHWAYS.
PRESERVE TREES SHOWN ON THE ENVIRONMENTAL INVENTORY SHALL BE MADE 9. SEE PLAN SHEET C7.04 FOR TREE PLANTING DETAILS.
JOINTLY BY THE PLANNING DIRECTOR, DEVELOPER AND DESIGN TEAM DURING THE
APPROVAL PROCESS 10. LIGHTING TO BE PROVIDED BY LOCAL ELECTRIC UTILITY PROVIDER. CONTRACTOR TO
2. WHEN SELECTING WHICH TREES TO PRESERVE, THE FOLLOWING SHALL BE COORDINATE WITH ELECTRIC UTILITY COMPANY FOR THE INSTALLATION OF THE
CONSIDERED: EXISTING AND PROPOSED GRADING; AGE, CONDITION, AND TYPE OF ELECTRICAL CONDUITS TO SERVICE THE LIGHTS.
TREE; AND LOCATION OF SITE IMPROVEMENTS AND UTILITY CONNECTIONS. 11. "THE TOWN OF DAVIDSON MAY PLACE AN OCCUPANCY HOLD ON INDIVIDUAL BUILDING
3. TRENCHING, PLACING BACKFILL IN THE CRITICAL ROOT ZONE (CRZ), DRIVING OR PERMITS THAT IS TO BE RELEASED UPON VERIFICATION OF THE FOLLOWING: (1)
PARKING EQUIPMENT IN THE CRZ, AND DUMPING TRASH, OIL, PAINT OR OTHER EXISTING TREES ON THE LOT HAVE BEEN PRESERVED SUCH THAT THE REQUIREMENTS
MATERIALS DETRIMENTAL TO PLANT HEALTH IN CLOSE PROXIMITY OF THE TREES TO OF THE ABOVE TABLE ARE SATISFIED; (2) NEW TREES HAVE BEEN PLANTED SUCH THAT
BE PRESERVED IS PROHIBITED. IN COMBINATION WITH THE PRESERVATION OF EXISTING TREES THE REQUIREMENTS
OF THE ABOVE TABLE HAVE BEEN SATISFIED; OR (3) THE APPLICANT FOR THE BUILDING
4. SHOULD ANY TREE DESIGNATED FOR PRESERVATION IN THE LANDSCAPE PLAN DIE, PERMIT WILL PAY THE TOWN OF DAVIDSON $500 PER TREE THAT IS REQUIRED TO
THE OWNER SHALL REPLACE IT WITHIN 180 DAYS WITH LANDSCAPING EQUAL TO WHAT SATISFY THE ABOVE PLANTING SCHEDULE ON EACH LOT. IF THE PAYMENT IN LIEU
WOULD BE REQUIRED IN THIS ORDINANCE. OPTION IS EXERCISED THE TOWN OF DAVIDSON WILL UTILIZE THESE FUNDS FOR TREE
PLANTING, PREFERABLY IN THE VILLAGE INFILL PLANNING AREA AND SPECIFICALLY
5. PROTECTIVE BARRICADES SHALL BE PLACED AROUND ALL TREES DESIGNATED TO BE WITHIN A ONE-HALF MILE RADIUS OF THE SITE."
SAVED PRIOR TO THE START OF DEVELOPMENT ACTIVITIES OR GRADING (SEE DETAIL
SHEET C6.02). THESE BARRICADES SHALL CONSIST OF 2" X 4" POSTS WITH 2" x 4" RAILS
OR ORANGE SAFETY FENCE. PROTECTIVE BARRICADES SHALL REMAIN IN PLACE UNTIL
1
TRD 4 4 BIRCH CLUSTER
141
TRD 14 7 OAK
193
TRD 10 5 OAK
2
TRD 10 5 OAK
142
TRD 12 6 GUM
194
TRD 8 4 OAK
244
TRD 12 6 OAK
3
TRD 10 5 OAK
143
TRD 18 9 GUM
195
TRD 10 5 OAK
245
TRD 16 8 OAK
4
TRD 10 5 OAK
144
TRD 12 6 OAK
196
TRD 10 5 OAK
246
TRD 18 9 TULIP
5
TRD 10 5 OAK
145
TRD 12 6 OAK
197
TRD 10 5 OAK
247
TRD 14 7 TULI P TWIN
6
TRD 10 5 OAK
146
TRD 12 6 OAK
198
TRD 10 5 OAK
248
TRD 14 7 TULIP
7
TRD 10 5 OAK
57
TRD 3815 OAK
SPECIMEN
147
TRD 12 6 OAK
199
TRD 8 4 OAK
8
TRD 10 5 OAK
148
TRD 16 8 TULIP
200
TRD 8 4 OAK
9
TRD 10 5 OAK
149
TRD 10 5 OAK
10
TRD 10 5 OAK
100
TRD 16 8 GUM
150
TRD 12 6 OAK
SPECI MEN
11
TRD 8 4 OAK
101
TRD 12 6 GUM
151
TRD 8 4 OAK
SPECIMEN
12
TRD 6 3 OAK
102
TRD 12 6 OAK
152
TRD 8 4 OAK
13
TRD 10 5 OAK
103
TRD 10 5 OAK
153
TRD 14 7 OAK
14
TRD 10 5 OAK
104
TRD 10 5 OAK
154
TRD 2010 TULIP
SPECIMEN
206
TRD 14 7 OAK
SPECIMEN
15
TRD 10 5 OAK
105
TRD 12 6 OAK
155
TRD 12 6 TULI P TWIN
307
TRD 14 7 TULIP
k
C
IV
0
SPECIMEN
106
TRD 16 8 OAK
156
TRD 12 6 OAK
208
TRD 14 7 TULIP
308
TRD 16 8 GUM
DEVELOPMENT ACTIVITIES ARE COMPLETE. THE AREA WITHIN THE PROTECTIVE
BARRICADE SHALL REMAIN FREE OF ALL BUILDING MATERIALS, STOCKPILED SOIL, OR
OTHER CONSTRUCTION DEBRIS. CONSTRUCTION TRAFFIC, STORAGE OF VEHICLES
AND MATERIALS, AND GRADING SHALL NOT TAKE PLACE WITHIN THE PROTECTIVE
AREAS OF THE EXISTING TREES. BARRICADES SHALL BE ERECTED AT A MINIMUM
DISTANCE FROM THE BASE OF THE PROTECTED TREE ACCORDING TO THE FOLLOWING
STANDARDS:
5.1. FOR TREES 10" OR LESS DIAMETER AT BREAST HEIGHT (DBH): PROTECTIVE
BARRICADES SHALL BE PLACED A MINIMUM DISTANCE OF 10' FROM THE BASE OF
EACH PROTECTED TREE, OR OUTSIDE THE DRIPLINE, WHICHEVER IS GREATER.
5.2. FOR TREES GREATER THAN 10" DBH: PROTECTIVE BARRICADES SHALL BE
PLACED AT A MINIMUM DISTANCE EQUAL TO 10' FROM THE BASE OF THE
PROTECTED TREE PLUS AN ADDITIONAL V FOR EACH ADDITIONAL V DBH
GREATER THAN 10" DBH, OR OUTSIDE THE DRIPLINE, WHICHEVER IS GREATER.
107
TRD 105 CHERRY
157
TRD 1010 OAK
209
TRD 3616TULIP
SPECIMEN
259
TRD 2010TULIP
SPECIMEN
309
TRD 2613 TULIP
SPECIMEN
108
TRD 12 6 OAK
158
TRD 12 6 OAK
260
TRD 14 7 TULI P
310
TRD 26 13 TULIP
SPECIMEN
19
TRD 16 8 OAK
109
TRD 12 6 OAK
159
TRD 16 8 GUM
261
TRD 12 6 GUM
110
TRD 10 5 GUM
160
TRD 12 6 OAK
SPECIMEN
111
TRD 3417 TULIP
SPECIMEN
161
TRD 3015 TULIP
SPECIMEN
SPECIMEN
112
TRD 16 8 GUM
162
TRD 3015 TULIP
SPECIMEN
314
TRD 18 8 TULIP
113
TRD 18 9 OAK
163
TRD 12 6 OAK
315
TRD 4 4 BIRCH CLUSTER
114
TRD 12 6 OAK
164
TRD 2412 TULIP
SPECIMEN
115
TRD 3015 TULIP
SPECIMEN
165
TRD 14 7 OAK
116
TRD 16 8 OAK
166
TRD 14 7 OAK
PLANTING LENGEND & SCHEDULE
TREES
COMMON NAME
SPECIES NAME
QUANTITY PROVIDED
0
SILVER MAPLE
ACER SACCHARINUM
11
Ag
EASTERN RED OAK
QUERCUS RUBRA
9
117 TRD 168 OAK 167 TRD 12 6 OAK 6. CONSTRUCTION ACCESS TO A SITE SHOULD OCCUR WHERE AN EXISTING OR TREE PLANTING NOTES
118 TRD 10 5 OAK 168 TRD 2412 OAK SPECIMEN PROPOSED ENTRANCE/EXIT IS LOCATED.
119
TRD 12 6 OAK
169
TRD 12 6 GUM
7. EXCEPT FOR DRIVEWAY ACCESS POINTS, SIDEWALKS, CURB AND GUTTER, LAND
DISTURBANCE WITHIN A TREE DRIPLINE IS STRONGLY DISCOURAGED. WHERE GRADING
WITHIN A TREELINE CANNOT BE AVOIDED, CUT AND FILL SHALL BE LIMITED TO 1/4 TO 1/3
OF THE AREA WITHIN THE DRIPLINE, TREE ROOTS MUST BE PRUNED WITH CLEAN CUTS
AT THE EDGE OF THE DISTURBED AREA, AND NO FILL SHALL BE PLACED WITHIN THE
DRIPLINE OF A TREE WITHOUT VENTING TO ALLOW AIR AND WATER TO REACH THE
ROOTS.
\
120
TRD 14 7 OAK
170
TRD 12 6 GUM
SPECIMEN
121
TRD 2412 GUM
SPECIMEN
171
TRD 2613 TULIP
SPECIMEN
122
TRD 2412 GUM
SPECIMEN
172
TRD 18 9 TULIP
123
TRD 3015 TULIP
SPECIMEN
173
TRD 12 6 TULIP
124
TRD 12 6 GUM
174
TRD 18 9 OAK
125
TRD 12 6 GUM
175
TRD 14 7 GUM
126
TRD 189 GUM
177
TRD 28 14 TULIP
SPECIMEN
127
TRD 189 GUM
178
TRD 28 14 TULIP
SPECIMEN
128
TRD 14 7 GUM
180
TRD 14 7 OAK
129
TRD 14 7 ELM
181
TRD 14 7 TULIP
130
TRD 147 GUM
182
TRD 2613TULIP
SPECIMEN
131
TRD 12 6 OAK
183
TRD 14 7 TULIP
EXIST.
LOT NUMBER
PARCEL
REQUIREMENT
TREES TO
TREES T❑
SIZE
BE
BE PLANTED
PRESERVED
1 - 11
LESS THAN
T❑WNH❑MES -
N/A
N/A
4,500 SQFT
N/A
12
5,144
2 LARGE
N/A
2 LARGE
13 - 36
LESS THAN
T❑WNH❑MES -
N/A
N/A
4,500 SQFT
N/A
COMMON
N/A
N/A
N/A
8 LARGE
OPEN SPACE
MATURING
PROPOSED
LARGE
RIGHT-OF-W
N/A
MATURING
N/A
10 LARGE
AY
STREET TREES
MATURING
40' ON CENTER
TOTALS
N/A
20 LARGE
MATURING
132 TRD 16 8 GUM TWI N 184 TRD 10 5 OAK \
133 TRD 12 6 TULIP 185 TRD 10 5 OAK \
134 TRD 126TULIP 186 TRD 84OAK
135 TRD 14 7 TULIP 187 TRD 10 5 OAK \
136 TRD 14 7 GUM 188 TRD 10 5 OAK
137 TRD 12 6 OAK 189 TRD 10 5 OAK \
138 TRD 12 6 GUM I I 190 TRD 10 5 OAK `�-�
139 TRD 12 6 GUM 191 TRD 10 5 OAK \ Slf��e Pq 9
140 TRD 12 6 OAK TWI N 192 TRD 10 5 OAK I / \ Lit �• D �'S �a
A J
EXISTING TREE TO REMAIN (TYP.) , \ \ / �'Li T 9 q
— — EXISTING STREET TREE T REMAIN TYP. I 1 2 p
/ / •� i \��e�s63 \ S GS O
WIDE COUNTRY_TIME WAY — — _ f / ® / �• / \ P-2 .•• / PROP-
VARfABCE 2 _�� — \ �� / �. OO
OROOP. C.O.S. \
L ���✓✓ 0.063 AC.
\ / PROP. C.O.S.0.206 AC.
/ 1 •j�yF// \
• / I
/ 1 1 10 11 \ ♦♦Y QJ��C G / \
• OP. C.O.S. 9 ro
" • \ �J"
/ 1 2 3 4� ,32AC. I \
PROP.
PR.S.
5 6 7
/ 1 PROPOD 13
S \ /
g,, R COS
�r PQD
/ I -114 \ SED LARGE MATURING S� 7�
1 1 / TREE (TYP.) \
��e 3
/ 15 M13 9 �S tea/
( Pq6
EXISTING TREELINE TO REMAIN TYP.) . ". 16 J?
-J �- - S� \ \ 9
SS___ • , 17
18 Ile
T ss
1
IA
19
•a
/ n` T 20 / \
• •• � 21
22
23
/ PROP. C.O.S. 36 35 \ \
•/ 25
0.834AC. N 33 32 29 26 �y
,• •. 28 27
• 31 30 \ /
PROPOSED STREET \
TREE (TYP.) \ / / / ��/ \ T� r�\ rF / / PROPOSED 20' PUBLIC
\ — WALKING PATH EASEMENT T
ZIA
G / /
TREE SAVE NOTES
/ („® PROPOSED WALKING PATH. 6'
/ ^O , �� e �L \ / WIDE NATURAL MATERIAL. \ T 1. ALTHOUGH LOT 1 IS BEING SUBDIVIDED AS AN EXEMPT
• % c� \ r ° ��° �y / SEE DETAIL ON SHEET C7.0X / SUBDIVISION, WE ARE INCLUDING THIS LOT AS PART OF
THE CALCULATIONS FOR THE OVERALL NEIGHBORHOOD.
THERE IS NOT A MATERIAL DIFFERENCE WHETHER IT IS
INCLUDED.
�31 '1 31 31 —mil —=1 / 2. REQUIREMENT FROM TABLE 9-1 OF SECTION 9.3.1 OF
F
THE DAVIDSON PLANNING ORDINANCE (DPO): TWO
r \ \ TES TC'
LARGE MATURING TREES PER 7,000 SQUARE FEET OF , /
EXISTING TREE TO REMAIN (TYP.)
/
PROPOSED PEDESTRIAN STREET J
LIGHTING FIXTURE (TYP.) - TO BE /
SELECTED BY OWNER IN ACCORDANCE /
ITH THE TOWN OF DAVIDSON ORDINANCE
\
TE- TE TE TE TE— T PROP. C.O.S. PARCEL AREA, OR 1 LARGE MATURING TREE AND 1
\ \ 3.116AC. '+ SMALL MATURING TREE PER 4,500 SQUARE FEET OF
PARCEL AREA.
ti 3. TOTAL AREA OF DEVELOPMENT: 198,736 SQUARE FEET.
PROP. 20' STORM DRAIN PER THE ABOVE, 57 LARGE MATURING TREES ARE
EASEMENT (TYP.) REQUIRED.
4. PER 9.3.1.0 OF THE DPO, "ALL TREES PRESERVED OR
PROP. 20' BMP ACCESS / 1 PLANTED TO SATISFY THE VARIOUS REQUIREMENTS OF
EASEMENT (TYP.) / r r THIS ORDINANCE MAY COUNT TOWARDS THE MINIMUM
ITREE COVERAGE REQUIREMENTS ESTABLISHED ABOVE."
/ I 5. AS IDENTIFIED ON THE TREE SURVEY PROVIDED, THERE
ARE 173 LARGE MATURING TREES CURRENTLY ON THE
PROPERTY. OF THESE TREES 30, OR 19%, ARE
DESIGNATED TO BE PRESERVED. THIS LEAVES 27 LARGE
/ PROPOSED TREE LINE (TYP.) \ I T MATURING TREES TO BE PROVIDED. WE ARE
\ — — — PROPOSING TO PROVIDE THESE TREES AS SHOWN ON
r----� THIS PLAN.
PROP. SAND
\ I FILTER-1 I /
0 220201
Dewberry
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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SCALE: 1" =40'
3
10/03/19
MTK
REV. PER LUESA COMMENTS
2
08/30/19
MTK
REV. PER LUESA COMMENTS
1
07/12/19
MTK
REV. PER LUESA COMMENTS
NO.
DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY MTK
APPROVED BY BML
CHECKED BY BML
DATE MAY 31, 2019
TITLE
LANDSCAPE PLAN
PROJECT NO. 501 04981
C8m01