09_2022-03-10_Site Plan Approval Review DrawingsCCCHHHVANHHHHHHVANHHHVANTHE RESIDENCE AT CANOPY POINTE205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NCSCALE: 1" = 100'LOCATION MAP2SHEET INDEX1PROJECT INFORMATION3SCALE: NOT TO SCALEVICINITY MAP4THE RESIDENCE AT CANOPY POINTE07921-0002NAME:RESIDENCE AT CANOPY POINTEOWNER:BRAD RESIDENCE AT CANOPY POINTE1630 MILITARY ROAD, SUITE 104WILMINGTON, NC 28403ENGINEER: MCKIM & CREED, INC243 N. FRONT ST. WILMINGTON, NC 28401PHONE: 910.343.1048TRAE H. LIVICK, PETLIVICK@MCKIMCREED.COMLANDSCAPE ARCHITECT: MCKIM & CREED, INC243 N. FRONT ST. WILMINGTON, NC 28401PHONE: 910.343.1048TIM R. CLARK, PLATCLARK@MCKIMCREED.COMSURVEYOR: MCKIM & CREED, INC243 N. FRONT ST. WILMINGTON, NC 28401PHONE: 910.343.1048CHAD BURCHETTE, PLSCBURCHETTE@MCKIMCREED.COMMILITARY CUTOFF RD
TRC REVIEW DRAWINGS03/10/202203/10/2022 GORDON RDMARKET STMARKET STSHEET NUMBERSHEET TITLEC1.0COVERC2.0EXISTING CONDITIONS AND TREE REMOVALC3.0SITE PLANC4.0EROSION CONTROL PLAN - STAGE 1C5.0EROSION CONTROL PLAN - STAGE 2C7.0GRADING & DRAINAGE PLANC8.0UTILITY PLANC10.0LANDSCAPE PLANC11.0SITE DETAILSC11.1SITE DETAILSC11.2SITE DETAILSC12.0EROSION CONTROL DETAILSC12.1EROSION CONTROL DETAILSC12.2EROSION CONTROL DETAILSC14.0UTILITY DETAILSC14.1UTILITY DETAILSC14.2UTILITY DETAILSC16.0STORMWATER DETAILSC16.1STORMWATER POND DETAILC17.0LANDSCAPE DETAILSC17.1LANDSCAPE DETAILSPROJECT SITEMIDDLE SOUND LOOPPAGES CORNERFIRE HYDRANTSTOP SIGNSTOP SIGNFIRE HYDRANTLIVING WATERS MINISTRIESSTOP SIGNTHE CHURCH OF GODBLOOMINGTON LANETHE FIELDS AT WENDOVERMIDDLE
S
O
U
N
D
L
O
O
P
R
O
A
D
PROJECT LIMITSSTORMWATER PONDRESIDENCE AT CANOPY POINTEAPARTMENT BUILDING
286.80'(GRID)Le
Mu
PROPERTY LINE
DITCH
PROPERTY LINE
PROPERTY LINE
N/F
OGDEN ADVENT BAPTIST CHURCH
DB 1144 PG 452
MB 2 PG 78
LOT 20
PIN# 3159-20-71-8920
ZONING: R15
LAND USE: RELIGIOUS
N/F
JON MASON & ASSOCIATES, LLC
DB 4645 PG 933
MB 46 PG 63
TRACT 4
PIN# 3159-20-71-8251
ZONING: R15
LAND USE: UNUSED LAND
N/F
AMH NC PROPERTIES LP
DB 6017 PG 1110
PIN: 315920.81.0843.000
ZONING: R15
LAND USE: RESIDENTIAL
36"CMPINV 24.45'INV 24.08'3' CHAIN
LINK FENCE
6' WOOD
FENCE
4' CHAIN LINK
FENCE
GRAVEL DRIVES
(TYP)
60.00'
30' PRIV
A
T
E
A
C
C
E
S
S
E
A
S
E
M
E
N
T
- TO BE A
B
A
N
D
O
N
E
D
N/F
ROBERT GRANT
DB 5383 PG 2648
PIN# 3159-20-71-5182
ZONING: R15
LAND USE:
RESIDENTIAL
N/F
MORRIS JACKSON
PERMENTER
DB 15E PG 828
PIN# 3159-20-71-5242
ZONING: R15
LAND USE:
RESIDENTIAL
N/F
FRANCES E BIGGS
DB 9912 PG 111
PIN# 3159-19-71-4248
ZONING: R15
LAND USE:
RESIDENTIAL
TREE CRITICAL
ROOT ZONE (TYP.)
TREE CRITICAL
ROOT ZONE
TREE CRITICAL
ROOT ZONE
SSMH
TOP 38.01'
INV NW 31.85'
INV SE 31.78'
SSMH
TOP 33.62'
INV NW 27.29'
INV SE 27.26'
TREE PLANNED FOR REMOVAL
LOT LINE TYP.
EASEMENT LINETREE TO BE SAVED
TREE TO BE SAVED
TREE PLANNED
FOR REMOVAL
EXISTING DITCH CENTER
LINE (TYP.) - TO BE
REMOVEDMIDDLE SOUND LOOP ROADN/F
JOHN DORTCH MCCALL
DB 5084 PG 285
MB -- PG --
PIN# 3159-20-71-6089
ZONING: R15
LAND USE: 10
EXISTING RIGHT OF WAY
N/F
FODRIE ELIZABETH ASHLEY
DB 4884 PG 1539
PIN: 315920.81.1776.000
ZONING: R15
LAND USE: RESIDENTIAL
N/F
TRAVIS KEITH KATHRYN M
DB 6206 PG 1281
PIN: 315920.81.3725.000
ZONING: R15
LAND USE: RESIDENTIAL
N/F
HUBIS FRANCES HARRELSON
DB 9909 PG 0720
PIN: 315920.81.0951.000
ZONING: R15
LAND USE: RESIDENTIAL
CFPUA 8"
WATER MAIN
8" SANITARY
SEWER LINE
EDGE OF
PAVEMENT
POWER POLE TO
BE RELOCATED
POTENTIAL SEPTIC
TANK AND LINE
LOCATIONS
POTENTIAL SEPTIC
TANK AND LINE
LOCATIONS
POTENTIAL
WATER WELL
LOCATION
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C2.0 EXISTING CONDITIONS.DWG ---- 03/10/2022 15:17:31
LEGEND AND NOTES1SCALE: 1"= 30'EXISTING CONDITIONS AND TREE REMOVAL2
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
1" = 30'
N/A
03/10/2022
C2.0
EXISTING CONDITIONS AND TREE
REMOVAL
0
SCALE: 1"=30' (Horiz.)
60'30'30'
SYMBOLS LEGEND
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
CEDAR
CHERRY
CRAPE
DOGWOOD
BEECH
GUM
HOLLY
OAK
MAGNOLIA
MAPLE
MIMOSA
PECAN
PINE
POPLAR
SYCAMORE
MISC HARDWOOD
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=REBAR & CAPRBC
12.3
=
=
ELEVATION
GROUND SHOT ELEVATION
=CONCRETE
=ASPHALT PAVEMENT
=INVERTINV.
EL.
=CORRUGATED METAL PIPECMP
=LANDSCAPE AREALSA
=DUCTILE IRON PIPEDIP
=REINFORCED CONCRETE PIPERCP
=IRON PIPE FOUNDIPF
=RIGHT OF WAYR/W
=PAGE
=DEED BOOK
=NOW/FORMERLYN/F
PG
DB
=SPRINKLER
=CONCRETE MONUMENT FOUND
=
=
=
=
LIGHT POLE
POWER POLE
TELEPHONE PEDESTAL
FIRE HYDRANT
=SIGN
=GUY WIRE
=WATER VALVE
=CLEANOUT
=WATER METER
=GAS VALVE
=SANITARY SEWER MANHOLE
=YARD INLET
=ELECTRIC HANDHOLE
=STORM DRAIN MANHOLE
=CURB INLET
=SANITARY SEWER VALVE
=YARD LIGHT
=TELEPHONE MANHOLE
=MAILBOX
=
=
=
=
LIGHT POLE
POWER POLE
TELEPHONE PEDESTAL
FIRE HYDRANT
=SIGN
=GUY WIRE
=WATER VALVE
=CLEANOUT
=WATER METER
=GAS VALVE
=SANITARY SEWER MANHOLE
=YARD INLET
=ELECTRIC HANDHOLE
=STORM DRAIN MANHOLE
=CURB INLET
=SANITARY SEWER VALVE
=YARD LIGHT
=TELEPHONE MANHOLE
=MAILBOX
=OVERHEAD ELECTRIC LINE
=WOODSLINE
=UNDERGROUND ELECTRIC LINE
=UNDERGROUND WATER LINE
=UNDERGROUND GAS LINE
=UNKNOWN UTILITY LINE
=LINES PER NEW HANOVER GIS
=
=
CHAIN LINK FENCE
UNDERGROUND STORM LINE
=UNDERGROUND SANITARY LINE
=UNDERGROUND FIBER OPTIC LINE
=UNDERGROUND TELEPHONE LINE
=UNDERGROUND CABLE LINE
LINE TYPE LEGEND
SITE DATA
PROJECT NAME THE RESIDENCE AT CANOPY
POINTE
PROJECT ADDRESS 205, 209, 213 & 217 MIDDLE
SOUND LOOP RD
PARCEL ID
R04410-001-007-000
R04410-001-008-000
R04410-001-009-000
R04410-001-010-000
PROPERTY OWNER BHC PROPERTIES LLC
DATE OF TOPOGRAPHIC DATA 1/27/2020
ZONING CZD-RMF-M
TOTAL PROPERTY ACREAGE ±4.77
FLOOD PLAIN
ZONE X - PANEL 3159
AREA DETERMINED TO BE
OUTSIDE OF THE 0.2% ANNUAL
CHANCE FLOODPLAIN
HISTORICAL AND ARCHEOLOGICAL
SITES NONE PRESENT
NOTES:
1.ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURVEY FEET UNLESS
OTHERWISE SHOWN
2.BEARINGS BASED ON NC GRID NAD 83/2011, VERTICAL DATUM IS NAVD88
3.NEW HANOVER COUNTY RECORDS INDICATE THE PRESENCE OF WATER
WELLS AND SEPTIC TANKS ON-SITE HOWEVER, THE PRESENCE OF THESE
FEATURES COULD NOT BE DETERMINED. THE CONTRACTOR SHALL NOTIFY
THE PROJECT ENGINEER IF/WHEN THESE FEATURES ARE LOCATED,
WHETHER DURING AN INITIAL INVESTIGATION OR DURING CONSTRUCTION.
THE ENGINEER WILL ASSESS THE LOCATIONS AS THEY RELATE TO THE
PROPOSED IMPROVEMENTS AND PROVIDE FURTHER DIRECTION AT THAT
TIME. NEW HANOVER COUNTY MAY REQUIRE PERMIT APPROVAL FOR
CONSTRUCTION ACTIVITY IN PROXIMITY TO WELLS AND SEPTIC SYSTEMS,
AS WELL AS REQUIRE PERMITS FOR ABANDONMENT AND/OR
FILLING/REMOVING THESE FEATURES IF REQUIRED.
SOILS:
1.LEON SAND (Le)
2.MURVILLE FINE SAND (Mu)
UPFEC
UP
FEC
FEC
FECFECFECFECFEC
STORMWATER
CONTROL MEASURE
CCC HHHVANH H
APPROVED BUILDING SETBACK
APPROVED BUILDING SETBACKHHHH
VAN
HHHVANPROPERTY LINE
286.80'(GRID)SF-3
SF-1
SF-2
PA-2
SF-7
MI-1
PA-1
PA-1
PA-1
PA-3
PA-3
SF-4
PA-2
SR-1
PA-5
PA-5
PA-5
PA-5
PA-6
PA-7
PA-8
PA-8
SF-7
SF-7
SF-7
4' ADDITI
O
N
A
L
S
E
T
B
A
C
K
4' ADDITIONAL SETBACK
PA-10
PA-9
PA-9
SR-1
10' X 70' NCDOT SIGHT
DISTANCE TRIANGLE
MI-2
RESIDENCE AT CANOPY POINTE
APARTMENT BUILDING
SF-5
SF-5
MAINTENANCE ACCESS (TYP.)
PA-11
SR-2
SR-1SF-9
PA-9
SR-3
PA-13
PA-6
PA-3
PA-3
PA-13
PA-13
PA-5
SF-6
MI-3
SF-8
PA-4
PA-12
PA-14
PA-15
TEMPORARY
CONSTRUCTION
EASEMENT
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
ENTRY SIGN BY
OTHER AND PER
SEPARATE PERMIT
DRAWINGS
30' PRIVA
T
E
A
C
C
E
S
S
E
A
S
E
M
E
N
T
- TO BE
A
B
A
N
D
O
N
E
D
20' BUIL
D
I
N
G
S
E
T
B
A
C
K
20' BUILDING SETBACK
25' BUILDING SETBACK4' ADDITIONAL SETBACK36.39'22.00'
24.00'
22.00'24.00'24.00'24.00'R15.00' TYP.9.00' TYP.
R3.00' TYP.
R3.00' TYP.
R15.00' TYP.
1
8
.
0
0
'
T
Y
P
.
R25.00'
2
2
.
0
0
'
2
2
.
0
0
'10.00'18.00' TYP.R16.00'
R10.00'
R3.00' TYP.R3.
0
0
'R5
.
0
0
'18.00'18.00'8.00'5.00'8.00'SF-10
97.37'42.50'85.67'
9.00'
20.47'
STORMWATER POND
MAINTENANCE
ACCESS EASEMENT
DRAINAGE EASEMENT
18.00'
5.00'8.00'8.00'20.00'STORMWATER POND
MAINTENANCE
ACCESS EASEMENT28.00'SF-11
SF-11
SF-12
SF-12
MI-4
RELOCATED
POWER POLE 10.00' MAINTENANCE
ACCESS EASEMENT
1
0
.
0
0
'
73.00'4' ADDITIONAL SETBACK35' BUILDING SETBACKDESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C3.0 SITE PLAN.DWG ---- 03/10/2022 15:17:52
LEGEND AND NOTES1SCALE: 1"= 30'SITE PLAN2
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
1" = 30'
NA
03/10/2022
C3.0
SITE PLAN
0
SCALE: 1"=30' (Horiz.)
60'30'30'
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
KEY NOTES
PAVING & CONCRETE DETAIL REFERENCE
PA-1 STANDARD PARKING SPACE (TYP.)6/C11.2
PA-2 PAINTED PARKING STRIPING (TYP.)6/C11.2
PA-3 CONCRETE CURBING (TYP.)3/C11.0
PA-4 PAINTED STOP BAR 5/C11.2
PA-5 CONCRETE SIDEWALK (TYP.)2/C11.0
PA-6 ACCESSIBLE PARKING SPACE (TYP.)6/C11.2
PA-7 ACCESSIBLE PARKING SPACE - VAN 6/C11.2
PA-8 ACCESSIBLE PARKING SIGN (TYP.)7 & 8/C11.2
PA-9 CONCRETE WHEEL STOP (TYP.)8/C11.0
PA-10 COMPACT PARKING SPACE SIGN 4/C11.2
PA-11 TURN DOWN CURB 9/C11.0
PA-12 SAWCUT EXISTING PAVEMENT
PA-13 HEAVY DUTY CONCRETE 4/C11.0
PA-14 FLUSH CURB 6/C11.0
PA-15 ASPHALT PAVEMENT 5/C11.0
STAIRS AND RAMPS
SR-1 ACCESSIBLE CURB RAMP TYPE 1 1/C11.1
SR-2 ACCESSIBLE CURB RAMP TYPE 2 2/C11.1
SR-3 ACCESSIBLE CURB RAMP TYPE 3 3/C11.1
SITE FURNISHINGS
SF-1 BOLLARD (TYP.)7/C11.0
SF-2 DUMPSTER (TYP.)DESIGNED BY OTHERS
SF-3 RECYCLING CONTAINER (TYP.)DESIGNED BY OTHERS
SF-4 RAISED PLANTER GARDEN
SF-5 TRASH CAN PER CONTRACTOR,
OWNER TO APPROVE
SF-6 4' TALL CHAIN LINK FENCE AND GATE 5/C11.1
SF-7 OUTDOOR SEATING AREA WITH BENCH PER CONTRACTOR,
OWNER TO APPROVE
SF-8 STOP SIGN 1/C11.2
SF-9 PAINTED CROSS WALK STRIPING 5/C11.2
SF-10 6' TALL WOOD FENCE 4/C11.1
SF-11 PARKING LOT LIGHT PER DUKE ENERGY
SF-12 END/BEGIN WOOD FENCE/CHAIN LINK FENCE
MISCELLANEOUS
MI-1 VINYL DUMPSTER ENCLOSURE PER ARCHITECT
MI-2 GAZEBO PER ARCHITECT
MI-3 ENTRANCE SIGN DESIGNED BY OTHERS
MI-4 ELECTRICAL TRANSFORMER LOCATION PER DUKE ENERGY
CURB AND GUTTER LEGEND
CATCH CURB (GRAY FILL)
(TYP.) SEE DETAIL
TRANSITION FROM SPILL TO CATCH
CURB (GRAY DASHED FILL) (TYP.)
SPILL CURB (NO FILL COLOR)
(TYP.) SEE DETAIL
SYMBOLS LEGEND
HVAC LOCATIONS, SEE
ARCHITECTURAL DRAWINGSMIDDLE SOUND LOOP ROADOPENSPACE
ADA ACCESSIBLE ROUTE
SITE INFORMATION
PARCEL AREA:4.77 ACRES
SITE ADDRESS:205, 209, 213 & 217 MIDDLE SOUND
LOOP RD
TOTAL NUMBER OF BUILDINGS:(1) RESIDENTIAL
PROJECT DENSITY:REQUIRED PROVIDED
17 DU/AC 15.1 DU/AC
FLOOD PLAIN:
ZONE X - PANEL 3159
AREA DETERMINED TO BE OUTSIDE
OF THE 0.2% ANNUAL CHANCE
FLOODPLAIN
PHASING:1 PHASE
BUILDING AREA:80,920 SF GFA
BUILDING HEIGHT:35'-4"
NUMBER OF STORIES 3
BUILDING UNITS
LEVEL 1 24
LEVEL 2 24
LEVEL 3 24
TOTAL UNITS 72
IMPERVIOUS AREA:82,519 SF
BUILT UPON AREA:40%
PARCEL IDENTIFICATION NUMBER:
R04410-001-007-000 - 0.93 AC
R04410-001-008-000 - 1.42 AC
R04410-001-010-000 - 2.30 AC
R04410-001-009-000 - 0.12 AC
ZONING:CZD-RMF-M
SETBACKS:REQUIRED
ADDITIONAL FOR
BUILDING HEIGHT
OVER 35'
FRONT 35' 4'
REAR 25' 4'
SIDE 20' 4'
OPEN SPACE:REQUIRED PROVIDED
0.94 ACRES 0.96 ACRES
PARKING:108 108
AM PEAK PM PEAK
TRIP GENERATION:14 20
NOTE:
ALL ARCHITECTURE AND SITE LIGHTING SHALL NOT EXCEED 0.5 FOOT CANDLES
AT PROPERTY BOUNDARY.
MIDDLE SOUND LOOP ROAD 60' PUBLIC R/W3030302931333129
28313232
33
31
32
28
3130292827262532
UNDISTURBED
VEGETATION
(TYP.)
SILT FENCE TO BE
LOCATED OUTSIDE
CRITICAL ROOT ZONES
OF REGULATED TREES
TO REMAIN(TYP.)
30.63
29.50
29.50
31.18
TDD2
303 LF TEMPORARY
DIVERSION DITCH, 2.71
AC. DRAINAGE AREA
TDD1
167 LF TEMPORARY
DIVERSION DITCH, 0.76
AC. DRAINAGE AREA
TSB1
TEMPORARY SEDIMENT
BASIN WITH SKIMMER,
4.07 AC. DRAINAGE AREA
RCDW1
ROCK CHECK DAM WITH WEIR,
SECONDARY SEDIMENT
TREATMENT MEASURE. REFER
TO SHEET C12.0 DETAIL 4
RIPRAP DITCH
STABILIZATION,
TEMPORARY
WATTLE CHECK
DAM (TYP.)
TEMPORARY
WATTLE CHECK
DAM (TYP.)
TREE
PROTECTION
FENCING (TYP.)
TREE
PROTECTION
FENCING (TYP.)50.00'20.00'TEMPORARY
CONSTRUCTION
ENTRANCE (TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
UNDISTURBED
VEGETATION
(TYP.)
UNDISTURBED
VEGETATION
(TYP.)
UNDISTURBED
VEGETATION
(TYP.)
UNDISTURBED
VEGETATION
(TYP.)
SB1
395 LF CLEAN WATER
SANDBAG BARRIER,
REFER TO SHEET
C12.2 DETAIL 5
RIPRAP OUTLET
PROTECTION (OP3)
DRAINAGE FLOW
DIRECTION
ARROWS (TYP.)
CLEAN WATER
DIVERSION TO
EXISTING DITCH
TREE PROTECTION
INSTALLED AT LIMITS OF
DISTURBANCE. SHOWN
AS AN OFFSET FOR
GRAPHIC CLARITY
35.00'
30.00'
SANDBAG
CHECK DAM
(TYP.)
SANDBAG
CHECK DAM
(TYP.)
TEMPORARY
WATTLE CHECK
DAM (TYP.)
POROUS
BAFFLES (TYP.)
SILTE FENCE
(TYP.)
SILTE FENCE
(TYP.)10.00'SILTE FENCE
(TYP.)
DITCH PLUG, REFER TO
NOTE 7 FOR SEQUENCE
OF CONSTRUCTION
DITCH CULVERT
TO BE REMOVED,
SEE NOTE 8 FOR
SEQUENCE OF
CONSTRUCTION
20.00'
TREE
PROTECTION
FENCING (TYP.)
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C4.0 EROSION CONTROL PLAN - STAGE 1.DWG ---- 03/10/2022 15:18:18
LEGEND AND NOTES1SCALE: 1"= 30'EROSION CONTROL PLAN - STAGE 12
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
1" = 30'
N/A
03/10/2022
C4.0
EROSION CONTROL PLAN - STAGE 1
0
SCALE: 1"=30' (Horiz.)
60'30'30'
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
PHASE 1 CONSTRUCTION SEQUENCE NOTES
1.OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND
DISTURBANCE ACTIVITY.
2.COORDINATE DISCONNECT OF EXISTING UTILITIES:
- ELECTRICAL SERVICES AND POLES WITH DUKE ENERGY PROGRESS
- TELEPHONE SERVICES AND POLES WITH AT&T
- CABLE WITH SPECTRUM
- SEWER AND WATER SERVICES WITH CAPE FEAR PUBLIC UTILITY
AUTHORITY
- STORM DRAINAGE SYSTEM WITH CITY OF WILMINGTON
3.A PRE-CONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR TO
THE START OF ANY CONSTRUCTION ACTIVITIES. THE EROSION CONTROL
INSPECTOR, ENGINEER, AND CONTRACTOR SHALL BE IN ATTENDANCE.
4.ESTABLISH LIMITS OF DISTURBANCE AS SHOWN.
5.INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AS SHOWN.
CONTRACTOR SHALL MAINTAIN A SUFFICIENT GRAVEL ENTRANCE UNTIL
FINAL SUB-GRADE IS ESTABLISHED. IF DIRT/MUD GETS ON THE STREET,
THEN A WASH RACK WILL NEED TO BE INSTALLED.
6.INSTALL TREE PROTECTION FENCING AND SILT FENCING AS NOTED ON
PLANS BEFORE COMMENCING ANY LAND DISTURBANCE ACTIVITY.
ADDITIONAL TREE PROTECTION FENCING AND SILT FENCE MAY BE
REQUIRED. SILT FENCE WILL BE INSTALLED INSIDE OF THE LIMITS OF
DISTURBANCE LINE.
7.DITCH PLUG - INSTALL GRADE WITHIN SOUTHERN DITCH 20-FEET WIDE TO
CUTOFF CONNECTION TO EXISTING DRAINAGE.
8.REMOVE EXISTING CULVERT PIPE AND ESTABLISH GRADES AS INDICATED.
STABILIZE THE BANKS OF THE NEW EXCAVATED DITCH WITH RIP-RAP
STABILIZATION AS INDICATED.
9.INSTALL TEMPORARY CHECK DAM WITH WEIR NORTH OF THE EXISTING
CULVERT PIPE AS SHOWN.
10.INSTALL TEMPORARY SEDIMENT BASIN (INITIAL STORMWATER POND
GRADING) WITHIN THE LIMITS OF CONSTRUCTION AS SHOWN ON THE
PLANS. ESTABLISH THE TEMPORARY BAFFLES AND TEMPORARY SPILLWAY
PLUS THE PERMANENT OUTLET STRUCTURE, OUTLET PIPE, FLARED END
SECTION AND PIPE OUTLET STABILIZATION. CONNECT THE TEMPORARY
SKIMMER TO THE PERMANENT OUTLET STRUCTURE ORIFICE.
11.INSTALL TEMPORARY DIVERSION DITCHES AS SHOWN ON THE PLANS IN
ORDER TO CONVEY RUNOFF INTO THE TEMPORARY SEDIMENT BASINS.
12.INSTALL TEMPORARY SANDBAG BARRIER AS SHOWN ON THE PLANS IN
ORDER TO CONVEY OFFSITE RUNOFF INTO EASTERN DRAINAGE DITCH.
13.COMMENCE CLEARING, GRUBBING, AND STRIPPING WITHIN THE LIMITS OF
CONSTRUCTION. STRIP EXISTING GRADE TO A DEPTH OF 8" AND HAUL
AWAY MATERIAL TO AN OFF-SITE PERMITTED LOCATION. COMMENCE
ROUGH GRADING WITHIN THE LIMITS OF DISTURBANCE TO BRING THE SITE
TO THE PROPOSED SUBGRADE LEVEL. THE CONTRACTOR SHALL
ESTABLISH THE ROUGH GRADING WORKING FROM THE HIGH END OF THE
SITE TO THE LOW END OF THE SITE, MAINTAINING POSITIVE DRAINAGE TO
THE TEMPORARY SEDIMENT BASIN THROUGHOUT ESTABLISHMENT OF
SITE GRADING.
14.PROVIDE TEMPORARY STABILIZATION AND SEEDING AS NECESSARY TO
PREVENT EROSION ONCE FINAL GRADES ARE ESTABLISHED. REFER TO
SHEET C12.0 FOR GROUND STABILIZATION CRITERIA AND SEEDING
SCHEDULE.
GENERAL EROSION CONTROL NOTES
1.SEE 1/C12.0 - EROSION AND SEDIMENT CONTROL MAINTENANCE NOTES
AND 2/C12.1 - NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
FOR REQUIREMENT MAINTENANCE OF EROSION AND SEDIMENT CONTROL
MEASURES
2.WHERE SILT FENCE IS REQUIRED IN THE SAME PLACE AS TREE
PROTECTION FENCING, ORANGE SILT FENCE AND SIGNAGE FOR TREE
PROTECTION MAY BE USED INSTEAD OF DUPLICATE FENCING. SIGNAGE
MUST MEET NEW HANOVER COUNTY REQUIREMENTS FOR TREE
PROTECTION DURING CONSTRUCTION.
3.SILT FENCE AND/OR TREE PROTECTION FENCE TO BE PLACED AT OR
INSIDE LIMITS OF DISTURBANCE. THE PLANS ILLUSTRATE THE FENCING AS
AN OFFSET FROM THE LIMITS OF DISTURBANCE FOR GRAPHIC CLARITY.
4.THE LIMITS OF DISTURBANCE LINE HAS BEEN SHOW AS AN OFFSET FROM
THE PROPERTY LINE FOR GRAPHIC CLARITY.
5.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.
6.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
CONTROL PLAN IS A VIOLATION OF STATE LAW AND IS SUBJECT TO A FINE.
7.GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING;
AND, A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN
15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
8.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF NEW HANOVER COUNTY.
9.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
10.ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD
INSPECTOR, ENGINEER, AND OWNER.
11.IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER), ALL
DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED.
12.WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL
INSPECT AND REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL
MEASURES.
13.ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE
COMPLETE PRIOR TO ANY RAIN EVENT.
LIMITS OF DISTURBANCE
AREA: 3.94 AC
LAT: 34°16'12.92"N
LONG: 77°48'56.13"W
INLET PROTECTION
SILT FENCE OUTLET
CONSTRUCTION ENTRANCE
SKIMMER
WATTLE CHECK DAM
OUTLET PROTECTION (OP)
EROSION CONTROL SYMBOLS
SILT FENCE
LIMITS OF DISTURBANCE
TREE PROTECTION FENCE
BAFFLES
TEMPORARY DIVERSION DITCH (TDD)
EXISTING MAJOR CONTOUR LINE
EXISTING MINOR CONTOUR LINE39
40
ROCK CHECK DAM WITH WEIR (RCDW)
PERIMETER DIKE (PD)
TEMPORARY SEDIMENT BASIN (TSB)
#51
NC GRID NAD83/2011
N 191410.26 GRID
E 2357510.09 GRID
EL. 38.11
RBC
#50
N 191188.60 GROUND
E 2357692.07 GROUND
EL. 34.53
RBC MIDDLE SOUND LOOP ROAD 60' PUBLIC R/WUPFEC
UP
FEC
FEC
FECFECFECFECFEC
CCC HHHVANH HHHHH
VAN
HHHVAN50.00'20.00'3
53535
333333
333434343436373838
25
30
262728293132
32 33
33
25
30
2122232426272829
31
32
33
302929313233 282726252423242
9 3132323027282
9
31272827303132343433343332333131323332333
3
31
31
30
30 272
8
2
9
313233
34
30
28
29
3232
33
34
353
637383837
3
3 3332
33
323327262322UNDISTURBED
VEGETATION
(TYP.)
SILT FENCE TO BE
LOCATED OUTSIDE
CRITICAL ROOT ZONES
OF REGULATED TREES
TO REMAIN(TYP.)
TSB1/SCM1
TEMPORARY SEDIMENT BASIN
WITH SKIMMER/STORMWATER
POND, 4.07 AC. DRAINAGE
AREA
TREE
PROTECTION
FENCING (TYP.)
TREE
PROTECTION
FENCING (TYP.)
TEMPORARY
CONSTRUCTION
ENTRANCE (TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
UNDISTURBED
VEGETATION
(TYP.)
UNDISTURBED
VEGETATION
(TYP.)
UNDISTURBED
VEGETATION
(TYP.)
UNDISTURBED
VEGETATION
(TYP.)
RCDW1
ROCK CHECK DAM WITH WEIR,
SECONDARY SEDIMENT
TREATMENT MEASURE. REFER
TO SHEET C12.0 DETAIL 4
RIP-RAP DITCH
STABILIZATION,
REFER TO SHEET
C12.2 DETAIL 4
INLET
PROTECTION
(TYP.)
INLET
PROTECTION
(TYP.)
PDD1
383 LF PERMANENT
DIVERSION DITCH
CENTERLINE (TYP.)
RCDW2
ROCK CHECK DAM
WITH WEIR, REFER TO
SHEET C12.0 DETAIL 4
POROUS
BAFFLES (TYP.)
SILTE FENCE
(TYP.)
SILTE FENCE
(TYP.)
SILTE FENCE
(TYP.)
MAINTAIN SB1
395 LF CLEAN WATER
SANDBAG BARRIER,
REFER TO SHEET
C12.2 DETAIL 5
CLEAN WATER
DIVERSION TO
EXISTING DITCH
TREE PROTECTION
INSTALLED AT LIMITS OF
DISTURBANCE. SHOWN
AS AN OFFSET FOR
GRAPHIC CLARITY
SANDBAG
CHECK DAM
(TYP.)
SANDBAG
CHECK DAM
(TYP.)
TEMPORARY
WATTLE CHECK
DAM (TYP.)
PDD1
383 LF PERMANENT
DIVERSION DITCH
CENTERLINE (TYP.)
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C5.0 EROSION CONTROL PLAN - STAGE 2.DWG ---- 03/10/2022 15:18:54
LEGEND AND NOTES1SCALE: 1"= 30'EROSION CONTROL PLAN - STAGE 22
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
1" = 30'
N/A
03/10/2022
C5.0
EROSION CONTROL PLAN - STAGE 2
0
SCALE: 1"=30' (Horiz.)
60'30'30'
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
INLET PROTECTION
SILT FENCE OUTLET
CONSTRUCTION ENTRANCE
SKIMMER
WATTLE CHECK DAM
OUTLET PROTECTION (OP)
EROSION CONTROL SYMBOLS
SILT FENCE
LIMITS OF DISTURBANCE
TREE PROTECTION FENCE
BAFFLES
PERMANENT DIVERSION DITCH (PDD)
EXISTING MAJOR CONTOUR LINE
EXISTING MINOR CONTOUR LINE39
40
ROCK CHECK DAM WITH WEIR (RCDW)
PHASE 2 CONSTR. SEQUENCE NOTES
1.BEGIN PHASE 2 SEDIMENT AND EROSION CONTROL UPON COMPLETION OF CLEARING,
GRUBBING AND STRIPPING OPERATIONS, ROUGH GRADING OF THE SITE AND INSTALLATION
OF THE STORM WATER COLLECTION SYSTEM.
2.MAINTAIN EROSION CONTROL MEASURES FROM PHASE 1 INTO PHASE 2 AS INDICATED.
THIS INCLUDES SILT FENCING, TREE PROTECTION, AND CONSTRUCTION ENTRANCES.
3.INSTALL TEMPORARY GROUND STABILIZATION MEASURES, WHERE POSSIBLE AND AS
REQUIRED, IN ALL AREAS OUTSIDE OF IMMEDIATE CONSTRUCTION ZONES.
4.INSTALL INLET PROTECTION AS INDICATED. SEE INLET PROTECTION DETAILS FOR MORE
INFORMATION.
5.ESTABLISH PERMANENT DIVERSION DITCH DURING FINE GRADING, BEGINNING
INSTALLATION ON THE HIGH-END OF THE DITCH, WORKING TOWARD THE OUTLET.
DISTURBED AREA WITHIN PERMANENT DIVERSION DITCH DRAINAGE AREA SHALL BE
STABILIZED PRIOR TO INSTALLATION OF THE PERMANENT DIVERSION DITCH.
6.COMPLETE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
7.UPON COMPLETION OF CONSTRUCTION, ESTABLISH PERMANENT GROUND COVER AND
OVERALL SITE STABILIZATION.
8.REMOVE SILT FENCING, THE SANDBAG BARRIER, THE ROCK CHECK DAM WITH WEIRS, THE
WATTLE CHECK DAMS, THE SKIMMER, TREE PROTECTION FENCING AND TEMPORARY
CONSTRUCTION ENTRANCE BY THE COMPLETION OF THE PROJECT. RIP-RAP
STABILIZATION SHALL REMAIN IN PLACE.
EROSION CONTROL MAINTENANCE NOTES
1.THE FOLLOWING EROSION CONTROL MAINTENANCE NOTES SHALL BE ADHERED TO
DURING THE ENTIRE CONSTRUCTION PERIOD. SEE ALSO, EROSION CONTROL DETAIL
SHEETS C12.0 - C12.2 FOR ADDITIONAL MAINTENANCE NOTES.
2.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND REPAIRED, AS
NECESSARY, EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF EVERY ONE-HALF (0.5) INCH
OR GREATER RAINFALL.
3.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES
OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL
DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE
REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
4.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT
0.5 FEET DEEP. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY
TO MAINTAIN A BARRIER.
5.ALL AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER.
6.STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS
ARE VISIBLE OR SEDIMENT IS TRACKED ON TO THE PAVEMENT. STONE WILL BE
PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH.
THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS REQUIRED.
7.INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(1/2" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND
RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF
THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS.
8.CHECK THE SEDIMENT BASIN EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL
NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE
RISER AND POOL AREA.
9.INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES.
SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES
HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES
DURING CLEAN OUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED
STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREAS HAS BEEN PROPERLY
STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING
THE AREA TO GRADE, AND STABILIZE IT.
10.INSPECT TEMPORARY DIVERSIONS DITCHES ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION
RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.
11.SANDBAGS EXPOSED TO SUNLIGHT WILL NEED TO BE REPLACED EVERY TWO TO THREE
MONTHS DUE TO DEGRADATION OF THE BAGS.
12.RESHAPE OR REPLACE SANDBAGS AS NEEDED. REPAIR WASHOUTS OR OTHER DAMAGE AS
NEEDED.
13.SEDIMENT THAT ACCUMULATES BEHIND THE SANDBAGS SHOULD BE PERIODICALLY
REMOVED IN ORDER TO MAINTAIN EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED
WHEN THE ACCUMULATION REACHES ONE-THIRD OF THE BARRIER HEIGHT.
14.REMOVE SANDBAGS WHEN NO LONGER NEEDED AND RECYCLE SAND FILL WHENEVER
POSSIBLE AND PROPERLY DISPOSE OF BAG MATERIAL. REMOVE SEDIMENT
ACCUMULATION, AND CLEAN, RE-GRADE, AND STABILIZE THE AREA.
9.INSPECT INLET PROTECTIONS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1" OR
GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS
TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
INLET PROTECTION SHOULD BE CLEANED OUT WHEN IT IS HALF FULL.
10.INSPECT DANDY SACKS/WATTLES WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT
(1/2 INCH OR GREATER). REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. DANDY
SACKS/WATTLES MUST BE REPLACED IF CLOGGED OR TORN. DANDY SACKS/WATTLES
NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. DANDY SACKS/WATTLES
SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE
MEASURE HAS BEEN PERMANENTLY STABILIZED.
11.INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(0.5" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT,
STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
12.ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM
HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF
SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN
SUCH AS, INSTALLING A PROTECTIVE RIP-RAP LINER IN THAT PORTION OF THE CHANNEL.
13.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE
TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK
DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD
STONES TO DAM AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
LIMITS OF DISTURBANCE
AREA: 3.94 AC
LAT: 34°16'12.92"N
LONG: 77°48'56.13"W
STORMWATER
CONTROL MEASURE
CCC HHHVANH HHHHH
VAN
HHHVANMIDDLE SOUND LOOP ROAD 60' PUBLIC R/W286.80'(GRID)UPFEC
UP
FEC
FEC
FECFECFECFECFEC
3
53535
333333
333434343436373838
25
30
262728293132
32 33
33
25
30
2122232426272829
31
32
33
302929313233 282726252423242
9 3132323027282
9
31272827303132343433343332333131323332333
3
31
31
30
30 272
8
2
9
313233
34
30
28
29
3232
33
34
353
637383837
3
3 3332
33
323327262322TREE SAVE AREA (TYP.)
PROPOSED DIVERSION
DITCH
24" (31'LF)24" (
1
0
8
'
L
F
)24" (56'LF)24" (98'LF)24" (23'LF)24" (75'LF)
30" (62'LF)24" (47'LF)24" (94'LF)24" (16'LF)30
"
(
3
4
'
L
F
)12" (19'LF)12" (129'LF)12" (49'LF)12" (66'LF)12" (50'LF)12" (10'LF)12" (41'LF)
12" (63'LF)
12" (36'L
F
)
12" (276'LF)15"
(35
'LF
)24" (115'LF)24" (23'LF)24" (28'LF)24" (47'LF)24" (48'LF
)24" (47'LF)18" (47'LF)
A9-CI
RIM=35.12'
INV OUT SE=28.87'
A7-JB
RIM=34.10'
INV IN SW=28.18'
INV IN NW=28.18'
INV OUT SE=28.18'
G8-CO
RIM=33.97'
INV OUT N=29.75'
D4-YD
RIM=33.84'
INV OUT NE=29.38'
F1-CO
RIM=33.62'
INV IN NW=29.02'
INV OUT SE=29.02'
D3-CO
RIM=33.66'
INV IN SW=29.03'
INV IN NE=29.03'
INV OUT SE=29.03'
B4-YD
RIM=33.88'
INV OUT SW=28.79'
A6-CI
RIM=33.69'
INV IN NW=27.90'
INV OUT NE=27.90'
G1B-CO
RIM=33.49'
INV IN NE=26.79'
INV OUT S=26.79'
B1-CI
RIM=33.52'
INV OUT SE=28.40'
INV OUT NW=28.40'
F2-CO
RIM=33.54'
INV OUT SE=29.67'
D5-YD
RIM=33.57'
INV OUT SW=29.28'
B2-CO
RIM=34.04'
INV IN SE=28.46'
INV IN NE=28.46'
INV OUT SW=28.46'
G7-CO
RIM=33.13'
INV IN S=29.57'
INV OUT NE=29.57'
G3-CO
RIM=33.50'
INV IN NW=27.17'
INV OUT SE=27.17'
B3-YD
RIM=34.62'
INV IN NE=28.66'
A2-JB
RIM=33.33'
INV IN SW=25.91'
INV IN NW=28.92'
INV OUT E=24.83'
G2-CO
RIM=33.16'
INV IN NW=26.91'
INV OUT SW=26.91'
G4-CO
RIM=33.47'
INV IN W=27.74'
INV OUT SE=27.74'
A5-CI
RIM=32.86'
INV IN SW=27.41'
INV OUT SE=27.41'
A8-CI
RIM=33.04'
INV IN NW=28.70'
INV OUT NE=28.70'
E2-CI
RIM=32.94'
INV OUT NE=27.74'
A4-CI
RIM=32.78'
INV IN NW=27.28'
INV IN S=27.28'
INV OUT NE=27.28'
D2-CI
RIM=32.80'
INV IN NW=28.78'
INV OUT SE=27.09'
E1-CI
RIM=32.69'
INV IN SW=27.51'
INV OUT N=27.51'
G6-CO
RIM=30.80'
INV IN SW=28.19'
INV OUT E=28.19'
D1-CI
RIM=32.31'
INV IN NW=26.60'
INV OUT SE=26.60'
A3-CI
RIM=32.31'
INV IN SW=26.53'
INV IN NW=26.53'
INV OUT NE=26.53'
A1-FE
INV.=24.00
H2-OS
RIM=29.21'
INV OUT NE=26.25'
H1-FES
INV.=26.02
TC 34.97'
BC 34.47'
EP 34.41'
TC 34.09'
BC 33.59'
EP 33.53'
TC 34.55'
BC 34.05'
EP 33.99'
TC 34.64'
BC 34.14'
EP 34.08'
TC 33.98'
BC 33.48'
EP 33.42'
TC 34.65'
BC 34.15'
EP 34.09'
TC 34.63'
BC 34.13'
EP 34.07'
TC 34.05'
BC 33.55'
EP 33.49'
TC 33.82'
BC 33.32'
EP 33.26'
TC 35.35'
BC 34.85'
EP 34.79'
TC 33.62'
BC 33.12'
EP 33.06'
TC 33.43'
BC 32.93'
EP 32.87'
TC 33.13'
BC 32.63'
EP 32.57'
TC 33.47'
BC 32.97'
EP 32.91'
FS 33.70'
FS 33.80'
FS 33.65'
FS 33.64'
FS 33.74'
FS 33.74'
FS 33.93'
FS 34.13'
FS 33.69'
FS 34.15'
FS 31.61'
FS 33.75'
FS 29.71'
FS 33.61'
FS 33.71'
FS 34.25'
FS 33.67'
DOWNSPOUT
SPLASH BLOCK
(TYP.)
DOWNSPOUT SPLASH
BLOCK (TYP.)
ROOF LEADER DOWNSPOUT CONNECTION
TO ROOF DRAINAGE YARD INLET
DRAINAGE LINE (TYP.)
CONNECTION TO MAIN ROOF
LEADER LINE USING ADS INSERTA
TEERECIEVING PIT LOD FROM
DIRECTIONAL DRILL
TC 33.47'
BC 32.97'
EP 33.03'
TC 33.85'
BC 33.35'
EP 33.41'
TC 35.19'
BC 34.69'
EP 34.75'
TC 34.09'
BC 33.59'
EP 33.65'TC 34.20'
BC 33.70'
EP 33.64'
TC 34.11'
BC 33.61'
EP 33.55'
TC 34.06'
BC 33.56'
EP 33.50'
TC 34.01'
BC 33.51'
EP 33.45'
TC 33.51'
BC 33.01'
TC 33.43'
BC 32.93'
EP 32.99'
TC 33.54'
BC 33.04'
EP 32.98'
TC 33.48'
BC 32.98'
EP 32.92'
TC 33.49'
BC 32.99'
FC 33.24'
TC 33.56'
BC 33.06'
EP 33.00'
TC 33.32'
BC 32.82'
EP 32.76'
TC 33.33'
BC 32.83'
EP 32.77'
TC 33.08'
BC 32.58'
EP 32.52'
TC 33.21'
BC 32.71'
EP 32.65'
TC 33.33'
BC 32.83'
EP 32.77'
TC 33.66'
BC 33.16'
EP 33.22'
TC 33.95'
BC 33.45'
EP 33.51'
TC 34.07'
BC 33.57'
EP 33.63'
TC 34.84'
BC 34.34'
EP 34.28'
TC 34.94'
BC 34.44'
EP 34.38'
TC 35.31'
BC 34.81'
EP 34.75'
TC 34.07'
BC 33.57'
EP 33.51'
TC 35.49'
BC 34.99'
EP 34.93'
TC 37.16'
BC 36.66'
EP 36.60'
TC 38.47'
BC 37.97'
EP 38.03'
TC 38.56'
BC 38.06'
EP 38.00'
TC 35.26'
BC 34.76'
EP 34.70'TC 34.36'
BC 33.86'
EP 33.80'
TC 34.84'
BC 34.34'
EP 34.40'
TC 33.54'
BC 33.04'
EP 32.98'
TC 33.52'
BC 33.02'
EP 32.96'
TC 33.52'
BC 33.02'
EP 33.08'
TC 33.64'
BC 33.14'
EP 33.20'
TC 33.72'
BC 33.22'
EP 33.28'TC 33.60'
BC 33.10'
EP 33.16'
TC 33.52'
BC 33.02'
EP 32.96'
TC 33.19'
BC 32.69'
EP 32.63'
TC 33.16'
BC 32.66'
EP 32.60'
TC 33.29'
BC 32.79'
EP 32.73'
TC 33.26'
BC 32.76'
EP 32.82'
TC 33.24'
BC 32.74'
EP 32.80'
TC 33.27'
BC 32.77'
EP 32.83'
TC 33.30'
BC 32.80'
EP 32.86'
TC 33.07'
BC 32.57'
EP 32.63'
TC 33.01'
BC 32.51'
EP 32.57'
TC 33.02'
BC 32.52'
EP 32.46'
TC 33.00'
BC 32.50'
EP 32.56'
TC 32.84'
BC 32.34'
EP 32.40'TC 32.83'
BC 32.33'
EP 32.39'
TC 32.86'
BC 32.36'
EP 32.42'
TC 32.88'
BC 32.38'
EP 32.44'
TC 32.77'
BC 32.27'
EP 32.33'
TC 34.54'
BC 34.04'
EP 33.98'TC 34.32'
BC 33.82'
EP 33.76'
TC 34.09'
BC 33.59'
EP 33.53'
TC 33.97'
BC 33.47'
EP 33.41'
TC 34.07'
BC 33.57'
EP 33.51'
TC 33.84'
BC 33.34'
EP 33.28'TC 33.72'
BC 33.22'
EP 33.16'
TC 33.69'
BC 33.19'
EP 33.13'
TC 34.01'
BC 33.51'
EP 33.45'
TC 34.32'
BC 33.82'
EP 33.88'
TC 33.34'
BC 32.84'
EP 32.78'
TC 33.35'
BC 32.85'
EP 32.79'
TC 33.71'
BC 33.21'
EP 33.15'
TC 33.82'
BC 33.32'
EP 33.26'
TC 33.81'
BC 33.31'
EP 33.25'
TC 33.70'
BC 33.20'
EP 33.14'
TC 35.95'
BC 35.45'
EP 35.39'
ME 37.04'
ME 37.18'
ME 38.26'
ME 36.91'
TC 34.10'
BC 33.60'
EP 33.66'
TC 33.99'
BC 33.49'
EP 33.43'
FS 37.84'
FS 38.04'
FS 38.11'
FS 34.17'
FS 34.81'
TC 33.73'
BC 33.23'
FC 33.20'FC 33.03'
FS 33.65'
FS 33.65'
FFE:
34.25'
FFE:
34.25'
FFE:
34.25'
TC 33.49'
BC 32.99'
FC 32.99'
FC 32.99'
TC 33.28'
BC 32.78'
FC 33.28'
TC 33.95'
BC 33.45'
EP 33.39'
(SEE SHEET C16.1)
FC 33.59'
FG 31.99'
FG 33.45'
FS 34.19'
FS 33.80'
FS 31.97'34333332333233
32
3435
31
32
33
33
33343534
33 FS 33.21'
FS ???'
FS ???'2%MAX.2%2%
MAX.
FG 32.50'FG 33.44'
FG 32.68'
FG 33.37'
FG 27.76'
FG 29.08'
FG 33.04'
FG 33.17'
FG 31.10'
FG 32.82'
2%
FS 33.21'FS 32.92'
FS 32.90'
FS 32.75'
FS 32.51'
FS 32.46'
MAINTENANCE ACCESS EASEMENT
MAINTENANCE ACCESS EASEMENT
CONNECT AERATION DEVICE (NOT
SHOWN) WITH A DRAIN LINE TO
STORM DRAINAGE STRUCTURES
AS INDICATED (TYP.)
4" SDR PVC TREE AERATION
DEVICE DRAIN LINE (TYP.)
CONNECT AERATION DEVICE (NOT
SHOWN) WITH A DRAIN LINE TO
STORM DRAINAGE STRUCTURES
AS INDICATED (TYP.)
4" SDR PVC TREE AERATION
DEVICE DRAIN LINE (TYP.)
FS 34.23'
FS 34.25'FS 34.10'
FS 34.23'
FS 34.12'
FS 34.04'
FS 33.68'
FS 34.81'
FS 34.14'
FS 35.94'
FS 36.12'
FS 35.89'
FS 35.71'
FS 35.53'
FS 35.80'
FS 35.68'
FS 35.96'
FS 34.50'
FS 34.41'
FS 33.84'
TC 33.83'
BC 33.33'
TC 33.66'
BC 33.16'
FS 33.63'
FS 33.52'
FS 33.66'
FC 33.55'
FS 33.71'
FS 33.51'
FS 34.20'
FS 34.21'
FS 33.61'
FS 33.60'
FS 33.55'
FG 32.00'
FG 30.91'FG 32.00'
FG 31.00'
FG 32.00'
FG 32.00'
FG 31.09'
FG 32.00'
FG 32.00'
FG 31.23'
FG 32.00'
FG 32.00'
FG 31.69'
FG 32.00'FG 33.00'
FG 32.13'
FG 32.93'
FG 33.64'
FG 33.05'
FG 33.74'
FG 33.48'
FG 32.94'
FG 34.00'
FG 33.59'
FG 32.71'
FG 33.00'
FG 33.00'
FG 33.78'
FG 34.00'
FG 34.47'
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C7.0 GRADING & DRAINAGE PLAN - OVERALL.DWG ---- 03/10/2022 15:19:33
LEGEND AND NOTES1SCALE: 1"= 30'GRADING & DRAINAGE PLAN2
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
1" = 30'
N/A
03/10/2022
C7.0
GRADING & DRAINAGE PLAN
0
SCALE: 1"=30' (Horiz.)
60'30'30'
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
STORM DRAIN LINE
STORM DRAIN CURB INLET (CI)
STORM DRAIN JUNCTION BOX (JB)
SYMBOLS LEGEND
WATER LINE
FIRE HYDRANT
WATER VALVE
WATER CROSSING
WATER BLOW-OFF
WATER TEE
SANITARY SEWER
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUTCO
STORM DRAIN MANHOLE (MH)
WATER SERVICE
SANITARY SEWER SERVICE
FLARED END SECTION (FES)
OUTLET STRUCTURE (OS)
ABBREVIATIONS
TC TOP OF CURB ELEVATION
BC BACK OF CURB ELEVATION
EP EDGE OF PAVEMENT ELEVATION
FC FLUSH CURB CONDITION ELEVATION
FG FINISHED GRADE ELEVATION
FS FINISHED SURFACE ELEVATION
FFE FINISHED FLOOR ELEVATION
ME MATCH EXISTING
ROOFDRAIN LINE
SPLASH PAD
GENERAL NOTES:
1.COUNTY STORMWATER PERMIT MUST BE OBTAINED PRIOR TO ANY
CONSTRUCTION OF IMPERVIOUS SURFACE. NO NATURAL DRAINAGE AREAS WILL
BE CUT OFF OR DISTURBED BEFORE OBTAINING THE PERMITS.
2.INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND
GRADING OPERATIONS.
3.CLEAR AREA WITHIN THE LOD AND ESSENTIAL SITE IMPROVEMENTS OF ALL
VEGETATION. PROTECT VEGETATION BEYOND GRADING LIMITS.
4.STRIP TOPSOIL TO FULL DEPTH DESCRIBED IN THE EROSION CONTROL PLANS IN
AREAS TO BE GRADED AND STOCKPILE.
5.COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
6.ALL BANK AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER THAN
3:1 SLOPES.
7.ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE
DRAINAGE AND STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT
OCCURS, TOPSOIL, SEEDING, AND MULCH SHALL BE REPEATED UNTIL
SETTLEMENT SUBSIDES. (SEE EROSION AND SEDIMENT CONTROL DETAILS AND
SPECIFICATIONS.)
8.ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER OCCUR.
9.PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
10.OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE
PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON
THE PLAN.
11.ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY
SECTIONS 1016 AND 1018 OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS AND
STRUCTURES.
12.THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED
IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF THE PIPES
PRIOR TO CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES DURING
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR
REPLACEMENT OF THE PIPE(S).
13.EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING
UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL MATERIAL AND SHALL BE
DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND FEES FOR
DISPOSAL.
14.ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
15.ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED
REGARDLESS OF DEPTH. BURIAL OF ORGANIC MATERIAL WITHIN THE PROJECT
LIMITS IS NOT PERMITTED. OPEN BURNING OF DOWNED TREES AND STUMPS IS
PERMITTED AT A LOCATION APPROVED BY OWNER. CHIPPED MATERIALS MUST BE
REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT OR TOPSOIL.
16.ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS III UNLESS OTHERWISE NOTED
ON THE PLANS. ALL HDPE TO BE ADS N-12 OR ENGINEER APPROVED EQUAL.
17.THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF-SITE SPOIL AREAS
FOR DISPOSAL OF EXCESS AND/OR UNSUITABLE MATERIALS AS NECESSARY.
OFF-SITE SPOIL AREAS MUST BE SUBMITTED TO THE ENGINEER AND APPLICABLE
REGULATORY AGENCIES PRIOR TO UTILIZATION BY THE CONTRACTOR. NO AREAS
DESIGNATED AS WETLANDS WILL BE PERMITTED FOR USE AS A DISPOSAL SITE.
THE CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE ENGINEER THAT NO
WETLANDS WILL BE IMPACTED. THE ENGINEER WILL NOT CONSIDER ANY DELAYS
OR MONETARY CLAIMS OF ANY NATURE RESULTING FROM THE CONTRACTOR'S
FAILURE OR DIFFICULTY IN FINDING NECESSARY DISPOSAL SITES TO MEET THE
TIME FRAMES AND CAPACITIES REQUIRED. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL PLANS, PERMITS, EROSION AND SEDIMENT CONTROL
MEASURES, ETC. REQUIRED BY THE APPROPRIATE REGULATORY AGENCIES FOR
UTILIZING OFF-SITE SPOIL AREAS. THE CONTRACTOR SHALL CERTIFY TO THE
ENGINEER THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO
UTILIZING THE OFF-SITE SPOIL AREAS. ALL COSTS FOR PROCURING AND
UTILIZING THE OFF-SITE SPOIL AREAS ARE TO BE INCIDENTAL TO THE BASE BID.
18.APPROVED COVERS TO PREVENT MATERIAL FROM LEAVING THE TRUCKS MUST
BE INSTALLED OVER ALL LOADED TRUCKS HAULING BORROW, EXCAVATED
MATERIAL AND/OR FINE AGGREGATES TO OR FROM THE PROJECT SITES OVER
STATE MAINTAINED ROADS. ANY MATERIALS DELIVERED, TRANSPORTED, OR
REMOVED IN UNCOVERED TRUCKS WILL BE INCORPORATED INTO THE PROJECT
OR REMOVED FROM THE SITE WITH NO ADDITIONAL PAYMENT TO THE
CONTRACTOR FOR FURNISHING, REMOVING, OR PLACING THE MATERIALS
INVOLVED.
19.DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN
AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY
DISPOSE OF ANY AND ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS
OF THE WORK AND KEEP ALL EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE
LAYING AND GRADING IS COMPLETED. NO WATER SHALL BE ALLOWED TO RISE
AROUND THE PIPE IN UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO
RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 24
HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED
OF IN SUCH A MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT
PROPERTY OR OTHER CONSTRUCTION.
20.DO NOT PLANT TREES WITHIN UTILITY AND DRAINAGE EASEMENTS.
21.NO LAND DISTURBING ACTIVITY IS PROPOSED, NOR SHOULD IT OCCUR WITHIN
THE DUKE POWER EASEMENT WITHOUT WRITTEN AUTHORIZATION FROM DUKE
ENERGY.
22.CONTRACTOR TO CONNECT DOWNSPOUT WITH CLEANOUT PER ARCHITECTS TO
ROOF DRAINAGE AND YARD INLET DRAIN LINE PER CIVIL. DOWNSPOUT ADAPTER
SPECIFICATION PER ARCHITECT. CONTRACTOR TO PROVIDE 1' MIN. COVER OVER
ROOF DRAINAGE AND YARD DRAIN LINES, AND ACHIEVE MIN. 0.5% SLOPE.
23.CONTRACT TO CAREFULLY ROOT PRUNE TREES, CREATING CLEAN CUTS. NO
ROUGH BREAKS OF ROOTS, TYPICALLY AS THE RESULT OF MECHANICAL
EQUIPMENT, IS ACCEPTABLE.
24.ADA PARKING SPACES, ACCESS ISLES, CURB RAMP LANDINGS, THE ENTIRE
INTERIOR DUMPSTER ENCLOSURE AREA AND ACCESSIBLE BUILDING ENTRANCE
DOOR SWING CLEARANCES SHALL (PER ARCHITECT) ACHIEVE A MAXIMUM 2%
SLOPE IN ANY DIRECTION.
25.PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
26.AERATION DEVICE DRAIN LINES SHALL HAVE 2' MINIMUM COVER AND ACHIEVE
POSITIVE DRAINAGE AT 0.5% SLOPE TO DRAINAGE STRUCTURES.
LIMITS OF DISTURBANCE
CURB AND GUTTER LEGEND
CATCH CURB (GRAY
FILL) (TYP.) SEE DETAIL
TRANSITION FROM SPILL
TO CATCH CURB (GRAY
DASHED FILL) (TYP.)
SPILL CURB (NO FILL
COLOR) (TYP.) SEE
DETAIL
TREE AERATION DRAIN LINE
UPFEC
UP
FEC
FEC
FECFECFECFECFEC
STORMWATER
CONTROL MEASURE
CCC HHHVANH HHHHH
VAN
HHHVAN4" CFPUA APPROVED RPZ
BACKFLOW PREVENTER4" DIP POTABLE
DOMESTIC WATER
LINE (TYP.)
CFPUA UTILITY EASEMENT(TYP.)
6" CFPUA APPROVED RPDA
BACKFLOW PREVENTER
5.59'STORMWATER PIPE
(TYP.), SEE SHEET C7.0
SSMH
TOP 38.01'
INV NW 31.85'
INV SE 31.78'
SSMH
TOP 33.62'
INV NW 27.29'
INV SE 27.26'
3" CFPUA APPROVED WATER METER
SENIOR LIVING
APARTMENT BUILDING
GRINDER PUMP VENT
4" SDR-9 POTABLE DOMESTIC
WATER LINE (TYP.)
FIRE HYDRANT
ASSEMBLY
(TYP.)
FIRE HYDRANT
ASSEMBLY
(TYP.)
FIRE HYDRANT
ASSEMBLY
(TYP.)
6" DIP FIRE LINE, 20 LF CENTERED AT
CROSSING (TYP.) AND (4) VERTICAL 45
DEGREE ELBOW (TYP.), WATER UNDER
STORM, PROVIDE MINIMUM 18"
CLEARANCE, SEE CFPUA STANDARD
DETAILS
(1) 45 DEGREE
MECHANICAL
JOINT BEND
2 - 45 DEGREE
MECHANICAL
JOINT BEND
HOSE BIB, SEE
PLUMBING
DRAWINGS
(TYP.)
(1) 6"X6"
MECHANICAL
JOINT TEE
TEMPORARY
CONSTRUCTION
EASEMENT
CUT IN 4' DIA SANITARY
SEWER MANHOLE,
RIM = 36.62
INV IN N = 30.26
INV IN E = 30.26
INV OUT S = 30.26
8" C-900 GRAVITY
SANITARY SEWER
COMMERCIAL DUPLEX GRINDER
PUMP, REFER TO DETAILS
RIM = 34.23
INV IN N = 30.09
INV OUT W = 32.22
4" C-900 GRAVITY
SANITARY SEWER32.00'15.00'25.00'15.00'6" DIP
NON-POTABLE
FIRE LINE(TYP.)6" TAPPING
SLEEVE AND
VALVE
4" TAPPING SLEEVE
AND VALVE
4' DIA SANITARY SEWER
MANHOLE, END PUBLIC LINE
RIM = 36.27
INV IN N = 30.31
INV OUT W = 30.31
CFPUA UTILITY
EASEMENT (TYP.)
10.00'15.00'(1) 45 DEGREE
MECHANICAL
JOINT BEND
(1) 6" X 6"
MECHANICAL
JOINT TEE
4' DIA SANITARY
SEWER MANHOLE
RIM = 35.96
INV IN E = 31.21
INV OUT S = 30.53
6" C-900 NON-POTABLE
FIRE LINE(TYP.)
(2) 11.25 DEGREE
MECHANICAL
JOINT BEND
2" SCHEDULE 80 PVC
SANITARY SEWER FORCEMAIN
21.90'HOSE BIB (TYP.)
FIRE DEPARTMENT
CONNECTION
CFPUA EXITING 8"
WATER MAIN
BORE AND JACK
DOMESTIC AND
FIRE WATER LINE,
SEE ENLARGEMENT
PLAN AND DETAIL
6" DIP FIRE LINE, 20 LF CENTERED
AT CROSSING (TYP.) AND (4)
VERTICAL 45 DEGREE ELBOW
(TYP.), WATER UNDER STORM,
PROVIDE MINIMUM 18" CLEARANCE,
SEE CFPUA STANDARD DETAILS
TRANSFORMER LOCATION, TO BE
COORDINATED WITH DUKE ENERGY5.00'CFPUA 6" DELINEATION GV
8" STEEL ENCASEMENT PIPE
16" STEEL ENCASEMENT PIPE
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C8.0 UTILITY PLAN - OVERALL.DWG ---- 03/10/2022 15:19:59
LEGEND AND NOTES1SCALE: 1"= 30'UTILITY PLAN2
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
1" = 30'
N/A
03/10/2022
C8.0
UTILITY PLAN
0
SCALE: 1"=30' (Horiz.)
60'30'30'
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
SYMBOLS LEGEND
WATER LINE
FIRE HYDRANT ASSEMBLY
WATER VALVE
WATER ELBOW
WATER TEE
SANITARY SEWER
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUTCO
WATER SERVICE
SANITARY SEWER SERVICE
TAPPING SLEEVE
REDUCER
STORM DRAIN LINE
STORM DRAIN CURB INLET
STORM DRAIN JUNCTION BOX
STORM DRAIN DROP INLET
STORM DRAIN MANHOLE
STORM DRAIN MANHOLE
STORM DRAIN MANHOLE
MIDDLE SOUND LOOP ROADGENERAL UTILITY NOTES
1.PROJECT TO BE BUILT IN COMPLIANCE WITH THE CURRENT CFPUA DESIGN MANUAL
(VERSION 01-01-22) AND SPECIFICATIONS FOR WATER AND SEWER SYSTEMS.
2.WATER AND SEWER TO BE PROVIDED BY CFPUA.
3.UTILITY PLAN MUST BE SUBMITTED AND APPROVED BY CFPUA.
4.WHEREVER SEWER OR WATER MAINS CROSS ONE ANOTHER, A MINIMUM VERTICAL
CLEARANCE OF 18" SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE WATER PIPE
AND THE TOP OF THE SEWER PIPE.
5.WHEREVER SEWER OR WATER MAINS RUN PARALLEL TO EACH OTHER, A MINIMUM
HORIZONTAL SEPARATION OF 10' SHALL BE PROVIDED, IF A 10' HORIZONTAL SEPARATION
CAN NOT BE MAINTAINED, A MINIMUM VERTICAL CLEARANCE OF 18" SHALL BE PROVIDED
BETWEEN THE BOTTOM OF THE WATER MAIN AND THE TOP OF THE SEWER MAIN. IF
NEITHER OF THE CONDITIONS CAN BE MET, BOTH MAINS SHALL BE CONSTRUCTED WITH
CLASS 50 DIP. THE DIP SHALL BE A MINIMUM OF 20 LF CENTERED AT THE CROSSING.
BOTH MAINS MUST BE CONSTRUCTED IN ACCORDANCE WITH PUBLIC WATER SUPPLY
STANDARDS AND TESTED TO 150 PSI TO ASSURE A WATER TIGHT CONNECTION.
6.SITE ELECTRICAL AND SITE LIGHTING SHALL BE COORDINATED WITH DUKE ENERGY.
SANITARY SEWER NOTES
1.MANHOLE DIAMETERS:
1. MINIMUM DIAMETER FOUR (4) FEET.
2. INSIDE DROP MANHOLES: MINIMUM DIAMETER FIVE (5) FEET PER
NCDEQ/DWQ RULES.
2.MAXIMUM MANHOLE SPACING: (400) FEET STANDARD – OTHER SPACING AS REQUESTED
AND APPROVED BY COUNTY
3.ENGINEERING IN ACCORDANCE WITH NCDEQ/DWQ REGULATIONS.
4.MINIMAL ANGLE BETWEEN SEWER MAINS INTERSECTING AT MANHOLE: (90) DEGREES OR
GREATER TO THE DOWNSTREAM
5.SIDE – VARIANCES ALLOWED BY APPROVAL OF COUNTY ENGINEERING.
6.MANHOLE TOP ELEVATIONS:
1. SHALL BE AT OR ABOVE FINISHED GRADE ELEVATION.
2. SET TO MATCH FINISHED PAVEMENT GRADE IF LOCATED IN PAVED AREAS.
7.USE INSIDE DROP MANHOLES WHERE THE DIFFERENCE IN INCOMING AND OUTGOING
PIPE INVERT ELEVATION IS 30 INCHES OR GREATER.
8.ECCENTRIC MANHOLE CONES ON ALL MANHOLES WITH 24 INCH CLEAR OPENING ON THE
RING AND COVER.
9.USE WATER TIGHT RING AND COVERS IN FLOOD PLAN AREAS OR AREAS SUBJECT TO
FLOODING.
10.USE SHALLOW PRECAST MANHOLES WITH FLAT TOPS WHERE NECESSARY AND
APPROVED BY COUNTY ENGINEERING.
11.PROVIDE 0.1-FOOT ELEVATION FALL THROUGH ALL MANHOLES EXCEPT STRAIGHT
THROUGH MANHOLES.
12.CONCRETE MANHOLES SHALL BE COATED WITH COAL TAR EPOXY COATING MINIMUM 20
MILS THICK.
13.USE VENTED MANHOLES AS REQUIRED PER NCDEQ/DWQ REQUIREMENTS.
14.SANITARY SEWER MAINS ARE 8" C900 PVC.
WATER SYSTEM NOTES
1.WATER LINES SHALL BE C-900 WITH A MINIMUM DR-18 RATING.
2.FLUSHING DEVICES AND/OR FIRE HYDRANTS SHALL BE INSTALLED AT THE ENDS OF
DEAD-END WATER MAINS PER CFPUA STANDARD DETAILS OR AS DIRECTED BY CFPUA
STAFF.
3.ALL VALVES AND FITTINGS TO BE RESTRAINED JOINT OR BLOCKED PER CFPUA
STANDARD DETAILS AND SPECIFICATIONS.
4.VALVE LOCATIONS TO BE FIELD ADJUSTED TO AVOID PLACEMENT WITHIN HANDICAP
RAMPS.
5.DOMESTIC AND FIRE WATER SUPPLY APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
FENCED IN YARD SPACES AND 1' CLEAR OF FENCE LINES.
GRINDER PUMP
45 DEG VERTICAL ELBOW
PROPERTY LINE
UPFEC
UP
FEC
FEC
FECFECFECFECFEC
STORMWATER
CONTROL MEASURE
CCC HHHVANH HHHHH
VAN
HHHVANMIDDLE SOUND LOOP ROAD 60' PUBLIC R/W286.80'(GRID)SENIOR LIVING
APARTMENT BUILDING
3
53535
333333
333434343436373838
25
30
262728293132
32 33
33
25
30
2122232426272829
31
32
33
302929313233 282726252423242
9 3132323027282
9
31272827303132343433343332333131323332333
3
31
31
30
30 272
8
2
9
313233
34
30
28
29
3232
33
34
353
637383837
3
3 3332
33
323327262322PROPERTY LINE
4' ADDITIONAL SETBACK35' BUILDING SETBACK25' BUILDING SETBACKSENIOR LIVING
APARTMENT BUILDING
20' BUFFER20' BUFFER
EXISTING VEGETATION TO REMAIN. EXISTING TREES AND
UNDERSTORY SHALL BE UTILIZED TO SATISFY BUFFER
PLANTING REQUIREMENTS. CONTRACTOR TO CONTACT
LANDSCAPE ARCHITECT AFTER CLEARING HAS OCCURRED TO
SCHEDULE A SITE VISIT WITH NHC PLANNING TO DETERMINE IF
SUPPLEMENTAL PLANTINGS ARE NEEDED TO SATISFY BUFFER
REQUIREMENTS.4' ADDITIONAL SETBACK20' BUILDING SETBACK
EXISTING VEGETATION TO
REMAIN. EXISTING TREES AND
UNDERSTORY SHALL BE
UTILIZED TO SATISFY BUFFER
PLANTING REQUIREMENTS.
CONTRACTOR TO CONTACT
LANDSCAPE ARCHITECT AFTER
CLEARING HAS OCCURRED TO
SCHEDULE A SITE VISIT WITH
NHC PLANNING TO DETERMINE
IF SUPPLEMENTAL PLANTINGS
ARE NEEDED TO SATISFY
BUFFER REQUIREMENTS.
20' BUFF
E
R
30' PRIVA
T
E
A
C
C
E
S
S
E
A
S
E
M
E
N
T
12' BUFF
E
R
4' ADDITIONAL SETBACK
TRANSFORMER
937 SF
FOUNDATION
PLANTINGS
(SOUTH 2)
INDICATES CANOPY TREE
UTILIZED FOR PARKING LOT
INTERIOR PLANTING
REQUIREMENTS (TYP.)
EXISTING TREES AND SHRUBS,
NOT SHOWN, SHALL BE UTILIZED
TO SATISFY STREETYARD
PLANTING REQUIREMENTS.
CONTRACTOR TO CONTACT
LANDSCAPE ARCHITECT AFTER
CLEARING HAS OCCURRED TO
SCHEDULE A SITE VISIT WITH NHC
PLANNING TO DETERMINE IF
SUPPLEMENTAL PLANTINGS ARE
NEEDED TO SATISFY
STREETYARD REQUIREMENTS.
EXISTING TREES
AND UNDERSTORY
TO REMAIN (TYP.)
10' X 70' NCDOT SITE
DISTANCE TRIANGLE
1086 SF
257 SF
233 SF
228 SF
2234 SF 2311 SF 324 SF
187 SF
341 SF
187 SF
394 SF
286 SF
351 SF
434 SF
323 SF
412 SF
NORTH BUFFER
20' TYPE A OPAQUE BUFFER
OPTION 1: VEGETATION
ONLY
EAST BUFFER
12' TYPE A OPAQUE BUFFER
OPTION 3: FENCE &
VEGETATION COMBINATION
EAST BUFFER
20' TYPE A OPAQUE BUFFER
OPTION 1: VEGETATION ONLY
WEST BUFFER
20' TYPE A OPAQUE BUFFER
OPTION 1: VEGETATION ONLY
201 SF
FOUNDATION
PLANTINGS
(SOUTH 1)
93 SF
FOUNDATION
PLANTINGS
(SOUTH 1)
586 SF
FOUNDATION
PLANTINGS
(EAST 1)
866 SF
FOUNDATION
PLANTINGS
(EAST 1)
31 SF
FOUNDATION
PLANTINGS
(SOUTH 2)
306 SF
FOUNDATION
PLANTINGS
(EAST 2)
EXISTING TREE TO REMAIN
(TYP.) ADDITIONAL EXISTING
VEGETATION NOT SHOWN
8' MINIMUM
STREETYARD
18' MAXIMUM
STREETYARD
ENTRY SIGN
BY OTHER,
PER
SEPERATE
PERMIT
PACKAGE
SYSYSYSYSYSYSYSYSYSYSYSYC
C
C
C
C
C
C
C
C
CCC
C
C
C
C
C
C
C
C
C
C
C
C
U
U
U INDICATES UNDERSTORY
TREE UTILIZED FOR PARKING
LOT INTERIOR PLANTING
REQUIREMENTS (TYP.)
C195 SF
CANOPY BOTANICAL
COMMON NAME
M. GRANDIFLORA
'BRACKENS BROWN
BEAUTY'
SOUTHERN MAGNOLIA
M. GRANDIFLORA
`LITTLE GEM`
DWARF SOUTHERN
MAGNOLIA
PINUS PALUSTRIS
LONGLEAF PINE
Q. PHELLOS
WILLOW OAK
Q. VIRGINIANA
`HIGH RISE`
HIGH RISE
LIVE OAK
UNDERSTORY BOTANICAL /
COMMON NAME
C.CANADENSIS
'RUBY FALLS'
WEEPING REDBUD
ILEX X `NELLIE R
STEVENS`
NELLIE STEVENS
HOLLY
TREE SCHEDULE
SHRUBS BOTANICAL
COMMON NAME
A. ELATIOR
CAST IRON PLANT
C. ALNIFOLIA
`HUMMINGBIRD`
SUMMERSWEET
E. PURPUREA
CONEFLOWER
I. GLABRA `SHAMROCK`INKBERRY
I. VOMITORIA `NANA`
DWARF YAUPON
M. CAPILLARIS
MUHLY GRASS
M. CERIFERA
WAX MYRTLE
P. ALOPECUROIDES `LITTLE
BUNNY`
LITTLE BUNNY FOUNTAIN GRASS
SABAL MINORDWARF PALMETTO
SHRUB SCHEDULE
GROUND COVERS
CYNODON DACTYLON
BERMUDA GRASS (SEED)
VEGETATIVE SHELF
PLANTING
GROUND COVER SCHEDULE
CYNODON DACTYLON
BERMUDA GRASS (SOD)
L. MUSCARI
'BIG BLUE'
LIRIOPE
SYMBOL DESCRIPTION
LANDSCAPE ISLAND AREA (SF)
STREETYARD AREA (SF)
PARKING LOT TREES
CANOPY
UNDERSTORY
SY
SY
CODE REQUIREMENTS
C
U
LEGEND AND NOTES1
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C10.0 LANDSCAPE PLAN.DWG ---- 03/10/2022 15:20:37
SCALE: 1"= 30'LANDSCAPE PLAN2
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
1" = 30'
N/A
03/10/2022
C10.0
LANDSCAPE PLAN
0
SCALE: 1"=30' (Horiz.)
60'30'30'
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
SITE DATA
REQUIREMENT REQUIRED PROPOSED
SECTION 5.4. LANDSCAPING AND BUFFERING
SEC. 5.3.2 - GENERAL STANDARDS FOR LANDSCAPING
PROVIDE 15 TREES PER DISTURBED ACRE
3.94 ACRES x15 TREES = 59 TREES 59 TREES
71 EXISTING
78 PROPOSED
154 TREES
SEC. 5.4.3 - TRANSITIONAL BUFFER STANDARDS
NORTH
TYPE A: OPAQUE BUFFER
OPTION 1: VEGETATION ONLY, 20' WIDTH
SOUTH - N/A ALONG MIDDLE SOUND LOOP ROAD
EAST
TYPE A: OPAQUE BUFFER
OPTION 1: VEGETATION ONLY, 20' WIDTH &
OPTION 3: COMBINATION FENCE &VEGETATION AT POND
(SEE PLAN)
WEST
TYPE A: OPAQUE BUFFER
OPTION 1: VEGETATION ONLY, 20' WIDTH
20' WIDTH
FULL OPACITY
N/A
20' WIDTH
FULL OPACITY
20' WIDTH
FULL OPACITY
20' WIDTH
FULL OPACITY
N/A
20' WIDTH
FULL OPACITY
20' WIDTH
FULL OPACITY
SEC 5.4.5 SCREENING
FOLLOWING USES SHIELDED FROM RESIDENTIAL USE
WITH 100% OPAQUE WALL: DUMPSTER/TRASH, OUTSIDE
STORAGE, LOADING/UNLOADING; HVAC UNITS
YES YES
SCREENING BY LIVING OR NON-LIVING MATERIAL 8' IN
HEIGHT: REAR SIDE OF BUILDING ABUTTING ROW,
DUMPSTER/TRASH
YES YES
SEC 5.4.5 PARKING LOTS
5.4.5.B: STANDARDS FOR PARKING LOT PERIMETER LANDSCAPING
LANDSCAPED STRIP ALONG ANY SIDE OF PARKING LOT
ABUTTING RESIDENTIAL ZONING DISTRICT
-10' WIDTH
-1 TREE FOR EVERY 20 LF OF PLANTING STRIP
YES
YES, PERIMETER
LANDSCAPED
STRIP USED AS
PART OF
TRANSITIONAL
BUFFER
5.4.5.C: STANDARDS FOR PARKING LOT INTERIORS
PROVIDE 8% OF TOTAL PARKING, LOADING, AUTOMOBILE
SALES, DRIVEWAYS, INTERNAL DRIVE AISLES AND
OTHER VEHICULAR/PEDESTRIAN USE AS INTERIOR
LANDSCAPED AREAS
49,610 SF x .08 = 3,969 SF INTERIOR LANDSCAPE AREA
1 TREE / 144 SF OF INTERIOR LANDSCAPED AREA, MIN. 1
TREE PER LANDSCAPE ISLAND
3,969 SF / 144 SF = 28 TREES REQUIRED
MIN 75% CANOPY TREES
28 TREES (.75) = 21 CANOPY TREES REQUIRED
8%
3,969 SF
28 TREES
21 CANOPY
TREES
20%
9,783 SF
9 EXISTING
20 PROPOSED
29 TREES
25 CANOPY
TREES
SEC 5.4.6 STREETYARD LANDSCAPING
NON-RESIDENTIAL USES IN RESIDENTIAL DISTRICT:
8' MIN STREET YARD WIDTH
18' MAX STREET YARD WIDTH
12 SF FOR EVERY LINEAR FOOT OF STREET YARD
FRONTAGE
251 X 12 = 3,012 SF
3,012 SF
- 545 SF (PEDESTRIAN WALKWAYS)
2,467 SF REQUIRED STREET YARD AREA
2,467 SF 5,383 SF
MINIMUM STANDARD: FOR EVERY 600 SF OF STREET
YARD AREA 1 CANOPY TREE OR 3 UNDERSTORY TREES
(OVERHEAD POWER) AND 6 SHRUBS
2,497/ 600 = 4.11 = 4 CANOPY TREES OR
4.11 X 3 = 12 UNDERSTORY TREES AND
4.11 X 6 = 25 SHRUBS
4 CANOPY TREES
&
25 SHRUBS
4 EXISTING
CANOPY TREES
&
25 EXISTING
SHRUBS
SEC. 5.4.8. - FOUNDATION PLANTINGS
12% OF THE BUILDING FACE ADJACENT TO THE PARKING
AREA OR INTERNAL DRIVE
SOUTH 1: 76 LF x 30.12' HT x .12 = 275 SF
SOUTH 2: 152 LF x 30.12' HT x .12 = 550 SF
EAST 1: 258 LF x 30.12' HT x .12 = 932 SF
EAST 2: 73 LF x 30.12' HT x .12 = 269 SF
SOUTH 1: 275 SF
SOUTH 2: 550 SF
EAST 1: 932 SF
EAST 2: 269 SF
SOUTH 1: 294 SF
SOUTH 2: 968 SF
EAST 1: 1,452 SF
EAST 2: 306 SF
3"DRIVE AISLES 8"PARKING SPACES 6"2"NON-RUTTING , COMPACTED
SUBGRADE, 98 PERCENT OF THE
STANDARD PROCTOR MAXIMUM
DRY DENSITY (ASTM D 698)
S9.5B SURFACE COURSE
INSTALL 2 - 1.5" LIFTS
COMPACTED AGGREGATE
BASECOURSE,COMPACTED
TO MEET NCDOT DENSITY
REQUIREMENTS
S9.5B SURFACE COURSE
INSTALL 1 - 2" LIFT
COMPACTED AGGREGATE
BASECOURSE,COMPACTED
TO MEET NCDOT DENSITY
REQUIREMENTS
NON-RUTTING , COMPACTED
SUBGRADE, 98 PERCENT OF THE
STANDARD PROCTOR MAXIMUM
DRY DENSITY (ASTM D 698)
CONSTRUCTION JOINT
EXPANSION JOINT
CONTROL JOINT
NOTES:
1.CONTROL JOINTS SHALL BE LOCATED APPROXIMATELY 5' O.C. AND
EQUIDISTANT.
2.EXTEND JOINT GROOVE 1" BELOW FINISH GRADE OR 25% OF
PAVEMENT THICKNESS WHICHEVER IS GREATER.
3.SEE DETAILS BELOW FOR EXPANSION JOINTS AND
CONSTRUCTION JOINTS.1"1
8"1"R1
8"
NOTES:
1.CONSTRUCTION JOINTS AS NEEDED AT CONTROL JOINT
LOCATIONS, SEE DETAIL ABOVE FOR LOCATIONS
2.EXTEND JOINT GROOVE 1" BELOW FINISH GRADE OR 25% OF
PAVEMENT THICKNESS WHICHEVER IS GREATER
3.SEE DETAIL BELOW FOR EXPANSION JOINTS AND ABOVE FOR
CONTROL JOINTS.
1
8"
R1
8"
1ST POUR 2ND POUR
1ST POUR 2ND POUR
1
2"
NOTES:
1.EXPANSION JOINTS SHALL BE LOCATED EVERY 50' MIN.
2.EXTEND EXPANSION JOINT 100% THROUGH PAVEMENT SURFACE.
3.ENSURE JOINTS ARE FREE OF NON-COMPRESSABLE MATERIALS
DURING INSTALLATION AND AFTER INSTALLATION.
4.SEE DETAIL AT TOP FOR CONTROL JOINTS AND ABOVE FOR
CONSTRUCTION JOINTS.
R1
8"
DECORATIVE CONCRETE
PAVEMENT, SEE DETAIL 3/CS501
SAW-CUT JOINT GROOVE
SAW-CUT JOINT GROOVE
COMPACTED SUBGRADE,
98% OF THE STANDARD
PROCTOR MAXIMUM DRY
DENSITY (ASTM D 698)
1/2" PRE-FORMED
BITUMINOUS JOINT MATERIAL
5/8" BACKER ROD
SILICONE CAULK, COLOR TO
MATCH CONCRETE
DECORATIVE CONCRETE
PAVEMENT, SEE DETAIL 3/CS501
COMPACTED SUBGRADE,
98% OF THE STANDARD
PROCTOR MAXIMUM DRY
DENSITY (ASTM D 698)
BUTT JOINT
COMPACTED SUBGRADE,
98% OF THE STANDARD
PROCTOR MAXIMUM DRY
DENSITY (ASTM D 698)3"3"WIDTH VARIES, REFERTO LAYOUT PLANNOTES:
1.ALL WALKWAYS SHALL MEET OR EXCEED GOVERNING MUNICIPALITIES
REQUIREMENTS.
2.SUBGRADE SHALL NOT CONTAIN ANY ORGANIC MATTER.
3.REFER TO 1/CS501 FOR PAVEMENT JOINT TYPES AND LOCATIONS
4.PER ADA REQUIREMENTS: MAXIMUM CROSS SLOPE OF WALKING SURFACE SHALL NOT
BE STEEPER THAN 1:48, MAXIMUM RUNNING SLOPE OF WALKING SURFACE SHALL NOT
BE STEEPER THAN 1:20, WALKING SURFACES ALONG AN ACCESSIBLE ROUTE STEEPER
THAN 1:20 REQUIRE RAMPS, RAMP RUNS WITH A RISE GREATER THAN 6" SHALL HAVE
HANDRAILS, RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12,
MAXIMUM RISE PER RAMP IS 30", LANDINGS MUST BE PROVIDED WHERE NECESSARY.
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES.
5.WALKING SURFACES AT BUILDING ENTRANCES SHALL PROVIDE ADEQUATE
ACCESSIBLE MANEUVERING CLEARANCE, SEE ARCHITECTURAL DRAWINGS.
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
INSTALLATION.
PLAN
3/8" = 1'-0"
EQ EQLIGHT BROOM
FINISH, SWEEP
PERPENDICULAR TO
PATH OF TRAVEL
SMOOTH TROWEL
EDGE
PAVEMENT JOINTS, SEE
DETAIL 1/C11.0 FOR LOCATIONS4"SECTION
1 1/2" = 1'-0"
R1
2"
3,000 PSI CONCRETE @ 28 DAYS, SEE PLAN
ABOVE FOR FINISHES
1" AT ADJACENT PLANTING AREA (SHOWN) OR
FLUSH AT ADJACENT LAWN OR HARDSCAPE
COMPACTED SUBGRADE, 98 PERCENT OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY
(ASTM D 698)
NOTE: PAVEMENT SHALL BE CONSTRUCTED OF 4,000 PSI
CONCRETE. REINFORCEMENT SHALL BE WELDED WIRE FABRIC
SPACED 6" O. C. BOTH DIRECTIONS, AS INDICATED BELOW.
SURFACE FINISHES AND JOINTS SHALL BE AS INDICATED IN
SPECIFICATIONS.
2"
12" COMPACTED, NON-RUTTING
SUBGRADE, COMPACTED 98% OF
THE STANDARD PROCTOR MAXIMUM
DRY DENSITY (ASTM D 698)
4" COMPACTED CABC, 98% OF THE
STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM D 698)
6" 4,000 PSI @ 28 DAYS CONCRETE
MESH - 6x6 W1.4/W1.4
6"
ASPHALT
3,000 PSI CONCRETE AT
28 DAYS
4"
4"
6 X 6 - W1.4 X W1.4
WELDED WIRE FABRIC
(2) #3 REBAR CONTINUOUS
COMPACTED
SUBGRADE 98%
STANDARD PROCTOR
CABC
NOTES:
1.PLACE CONTROL JOINTS EVERY +/- 5' AND EXPANSION JOINTS
EVERY +/- 30'. JOINTS TO BE EQUIDISTANCE WITH NEARLY 1:1
LENGTH TO WIDTH RATIO.
2.FINISH CONCRETE TO MATCH CONCRETE SIDEWALK, SEE DETAIL
R12"
6"12"
10"6"
AGGREGATE
COURSE BASE
CONCRETE
12"
SECTION
ASPHALT
PAVEMENT, SEE
DETAIL 5/C11.0
CONCRETE
PAVEMENT, SEE
DETAIL 4/C11.0
MESH-REINFORCED
COMPACTED 98% OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY
(ASTM D 698)
4" COMPACTED CABC, 98% OF
THE STANDARD PROCTOR
MAXIMUM DRY DENSITY
(ASTM D 698)
111
2"512"
6"
12"
R=1"
18"
1/2" FILLED EXPANSION JOINT
CONCTROL JOINT
(1/4" X 1" DEEP SCORE)
OBLIQUE VIEW
VERTICAL CURB AND GUTTER
1112"512"
6"
12"
R=1"
18"
34"
R=1
2"
R=114"
R=1
2"
R=114"
3
4"
6"
12"
12"
6"
VERTICAL CURB AND GUTTER
(CATCH)
VERTICAL CURB AND GUTTER
(SPILL)
NOTES:
1. EXPANSION JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS
2. 50' MAX EXPANSION JOINT SPACING, 10' MAX CONTRACTION JOINT SPACING
3. MINIMUM INSTALLATION LENGTH IS 5 FT.
4. CONCRETE TO BE 3000 PSI MIN
5. VERTICAL CURB AND GUTTER BASE CAN BE SLOPED 3/4" OR USE A FLAT BASE
6. SUBGRADE TO BE COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM D 698)
AGGREGATE BASE
COURSE
AGGREGATE BASE
COURSE
FENCE POST CAP
8"Ø STEEL PIPE, FILL WITH
CONCRETE, PAINT OSHA
YELLOW
ANCHOR PIPE IN CONCRETE
FOOTING 2'-0"x2'-0"x2'-6"
DEEP
HEAVY DUTY CONCRETE
PAVEMENT, SEE DETAIL
4/C11.0 5'-0"COMPACTED SUBGRADE,
98 PERCENT OF THE
STANDARD PROCTOR
MAXIMUM DRY DENSITY
(ASTM D 698)
FINISH GRADE
4"
TOP OF PAV'T.
SECTION
12"
2"6'1.5'
3'
1.5'
8"4"2"
1/2" GALV. STEEL (2
REQ'D.)
NTSASPHALT PAVEMENT5
NTSCURB AND GUTTER DETAIL3
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C11.0 SITE DETAILS.DWG ---- 03/10/2022 15:21:58
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
N/A
N/A
03/10/2022
C11.0
SITE DETAILS
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
NTSSIDEWALK JOINTS1NTSSIDEWALK2NTSHEAVY DUTY CONCRETE4
NTSTURNDOWN CURB9 NTSASHPALT TO CONCRETE TRANSITION6
NTSBOLLARD7
NTSWHEEL STOP8
A
A
ISOMETRIC
NOT TO SCALE
1:1
2
M
A
X
.
SL
O
P
E
NOTES:
1.MAXIMUM RAMP RISE NOT TO EXCEED 6".
2.SEE ALSO CONCRETE PAVEMENT NOTES 4/C11.0
3.TRUNCATED DOME WARNING MAT - 2' X 4' TRUNCATED DOME PAD, WET SET AND
FASTEN PER MANUFACTURE RECOMMENDATION, CUT AS REQUIRED, COLOR TO
BE BRICK RED.
4'-0"
MI
N,
SEE
P
L
A
N
6'-
0
"
5'-0
"
6"-
8
"
24"
PAVEMENT JOINT, SEE
LAYOUT PLANS FOR
LOCATION AND TYPE
CONCRETE SIDEWALK,
SEE DETAIL 2/C11.0
CONCRETE CURB AND
GUTTER, SEE DETAIL
3/C11.0
ASPHALT
PAVEMENT, SEE
DETAIL 5/C11.0
PLANTING AREA OR
LAWN AREA, SEE
LANDSCAPE PLANS
EXPANSION JOINT, SEE
DETAIL 1/C11.0TRANSITION CURB
FLAT AREA
TRANSITIONING CURB
TO SLOPED WALKWAY
TRUNCATED DOME
WARNING MATS
1:12 M
A
X.
SLOP
E
6'-0"
6'-0"
A
A
1:12
M
A
X.
SLOP
E
1:5
0
M
A
X
.
SL
O
P
E
4'-0
"
M
I
N
,
SE
E
P
L
A
N
ISOMETRIC
NOT TO SCALE
NOTE: MAXIMUM RAMP RISE NOT
TO EXCEED 6".
4'-0"
MI
N,
SEE
P
L
A
N
CONCRETE RAMP LANDING,
SIMILAR TO DECORATIVE
CONCRETE PAVEMENT, SEE
DETAIL, 1:48 SLOPE MAX. ANY
DIRECTION
INTEGRAL CURB SIMILAR
TO CONCRETE CURB AND
GUTTER
CONCRETE RAMP
ASPHALT
PAVEMENT, SEE
DETAIL 5/C11.0
EXPANSION
JOINT, SEE
DETAIL 1/C11.0
CONCRETE RAMP
TRANSITION CURB
INTEGRAL TRANSITION CURB
SIMILAR TO TRANSITION
CONCRETE CURB
PAVEMENT JOINT, SEE
LAYOUT PLANS FOR
LOCATION AND TYPE
CONCRETE CURB
AND GUTTER, SEE
DETAIL 4/CS504
DETECTABLE WARNING
SURFACE, SEE PLAN
FOR LOCATIONS,
"ULINE" OR APPROVED
EQUIVALENT, 2' X 4'
TRUNCATED DOME PAD,
WET SET AND FASTEN
PER MANUFACTURE
RECOMMENDATION,
COLOR TO BE CHOSEN
BY LANDSCAPE
ARCHITECT
1:12 MAX. SLOPE
SECTION A
3/4" = 1'-0"
24"
PAVEMENT JOINT, SEE
LAYOUT PLANS FOR
LOCATION AND TYPE
CONCRETE SIDEWALK,
SEE DETAIL 2/C11.0
ASPHALT PAVEMENT,
SEE DETAIL 5/C11.0
CONCRETE CURB
AND GUTTER, SEE
DETAIL 3/C11.0
EXPANSION JOINT,
SEE DETAIL 1/C11.0
FLAT AREA
TRANSITIONING CURB
TO SLOPED WALKWAY
COMPACTED SUBGRADE, 98
PERCENT OF THE STANDARD
PROCTOR MAXIMUM DRY
DENSITY (ASTM D 698)
MONOLITHIC TAPER
CURB (SEE ISOMETRIC)
2% MAX. SLOPE
SECTION A
3/4" = 1'-0"
CONCRETE RAMP LANDING,
SIMILAR TO DECORATIVE
CONCRETE PAVEMENT, SEE
DETAIL 2/C11.0
INTEGRAL CURB SIMILAR
TO CONCRETE CURB AND
GUTTER
CONCRETE RAMP BEYOND, SEE
ISOMETRIC
ASPHALT PAVEMENT, SEE
DETAIL 5/C11.0
CONCRETE CURB AND
GUTTER, SEE DETAIL
3/C11.0
EXPANSION JOINT,
SEE DETAIL 1/C11.0
COMPACTED SUBGRADE,
98% OF THE STANDARD
PROCTOR MAXIMUM DRY
DENSITY (ASTM D 698)
ISOMETRIC
NOT TO SCALE
NOTE: SEE DECORATIVE CONCRETE
PAVEMENT DETAIL 2/C11.0 FOR MAX.
SLOPES, SEE ALSO THE GRADING
PLAN C7.0
6'-0"
SEE
SI
T
E
P
L
A
N
6'-0"
A
A
EXPANSION JOINT, SEE
DETAIL 1/C11.0
DECORATIVE CONCRETE
PAVEMENT, SEE DETAIL
2/C11.0
CONCRETE CURB AND
GUTTER, SEE DETAIL
3/C11.0
TRANSITION CURB
PLANTING AREA OR
LAWN AREA, SEE
LANDSCAPE PLANS
EXPANSION JOINT, SEE
DETAIL 1/C11.0
ASPHALT
PAVEMENT, SEE
DETAIL 5/C11.0
DETECTABLE WARNING SURFACE, SEE PLAN FOR
LOCATIONS, "ULINE" OR APPROVED EQUIVALENT,
2' X 4' TRUNCATED DOME PAD, WET SET AND
FASTEN PER MANUFACTURE RECOMMENDATION,
COLOR TO BE CHOSEN BY LANDSCAPE ARCHITECT
1:12 MAX. SLOPE
SECTION A
3/4" = 1'-0"
COMPACTED SUBGRADE
AT 98% STANDARD
PROCTOR
PAVEMENT JOINT, SEE
LAYOUT PLANS FOR
LOCATION AND TYPE
CONCRETE RAMP, SIMILAR
TO CONCRETE PAVEMENT ASPHALT PAVEMENT, SEE
DETAIL
CONCRETE CURB
BEYOND
PLANTING AREA OR LAWN
AREA BEYOND, SEE ISOMETRIC
FLAT AREA
TRANSITIONING
PAVEMENT TO SLOPED
WALKWAY
DETECTABLE WARNING SURFACE, "ULINE"
OR APPROVED EQUIVALENT, 2' X 4'
TRUNCATED DOME PAD, WET SET AND
FASTEN PER MANUFACTURE
RECOMMENDATION, COLOR TO BE
SELECTED
NOTES:
1.ALL FENCING POSTS,
RAILS, FASTENERS, TO
BE HOT DIPPED
GALVANIZED STEEL AND
COLOR BOND, LIGHT MIL,
PVC COATED FINISH
2.MESH TO BE HOT DIPPED
GALVANIZED STEEL AND
COLOR BOND, LIGHT MIL,
VINYL COATED FINISH
3.CONTRACTOR TO
PROVIDE SHOP
DRAWINGS FOR
LANDSCAPE ARCHITECT
APPROVAL.
16'-0" OPENING
TENSION BAND
VEHICULAR
GATE SECTION1"3,000 PSI CONCRETE CANE
BOLT RECEIVING BLOCK,
BOLT TO SIT 3" DEEP INTO
BLOCK IN LOCKED
POSITION
7"1'-0"4'-0"
HEIGHT
9 GAUGE CHAIN
LINK MESH
1 5/8" O.D.
INTERMEDIATE
BRACE RAIL
7 GAUGE
BOTTOM
TENSION WIRE
3,000 PSI CONCRETE
FOOTING, 36" DEPTH AND 12"
WIDTH FOR VEHICULAR GATE
SUPPORT POSTS, 24" DEPTH
AND 10" WIDTH FOR ALL
OTHERS
3" O.D. VEHICULAR GATE POSTS, 2 3/8"
O.D. TERMINAL/END/CORNER POSTS, 1
7/8" O.D. LINE POSTS
1 5/8" O.D. TOP
RAIL
HEAVY DUTY
HINGE
DOME STYLE
TERMINAL / GATE
POST
BOTTOM SELVAGE
KNUCKLED
TOP SELVAGE
KNUCKLED
1 7/8" O.D.
FRAMEGATE SWING
STOPPER
GATE LATCH
±8'-0"6'-0"2'-0"MIN.2" MIN.INSIDE
ELEVATION
PLAN SECTION
INSIDE
OUTSIDE
INSIDEOUTSIDE
NOTE: CONTRACTOR TO COORDINATE WITH
OWNER FOR DESIRED FENCE MATERIAL.
4X4 PRESSURE TREATED PINE
POST
2X6 PRESSURE TREATED
(3) 2X4 PRESSURE TREATED
STRINGERS
1X6 PRESSURE TREATED
FINISHED GRADE
CONCRETE FOOTING
(3) 2X4 PRESSURE TREATED
STRINGERS
1"X6"
4X4 POST CORNER POST LENGTHLINE POST LENGTH4' - 0"BOTTOM SELVAGE
RAIL TIE
KNUCKLEDHOG RING
LINE POST
10'-0" MAX SPACING
1 5/8" O.D.
BRACE RAIL
TRUSS ROD
ADJUSTING UNIT
LINE POST CAP
TENSION BAR
WIRE TIE
FENCE SECTION 1"3" O.D. VEHICULAR GATE POSTS, 2 3/8"
7 GAUGE BOTTOM
TENSION WIRE
1 5/8" O.D. TOP RAIL
DOME STYLE
TERMINAL / GATE
POST
TERMINAL/END/CORNER POST 3" O.D. VEHICULAR GATE
POSTS, 2 3/8" O.D.
TERMINAL/END/CORNER
POSTS, 1 7/8" O.D. LINE
POSTS
NTSACCESSIBLE CURB RAMP TYPE 11
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C11.0 SITE DETAILS.DWG ---- 03/10/2022 15:23:03
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
N/A
N/A
03/10/2022
C11.1
SITE DETAILS
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
NTSACCESSIBLE CURB RAMP TYPE 22NTSACCESSIBLE CURB RAMP TYPE 33
NTSCHAIN LINK FENCING WITH GATE 5
NTSWOOD FENCE4
WHITE
WHITE
SEE DETAIL
H.C. PARKING SIGN
BLUE ON H.C.
STALL SIDE
BLUE ON H.C.
STALL SIDE
8' MIN.5' or 8'
SEE PLAN
4"
2"
4"4"
2"
4"18' MIN.FACE OF CURB
4" WHITE 18'STRIPES
9'
EDGE OF
PAVEMENT
WHITE
HANDICAP PARKING
STALL
TYPICAL
PARKING STALL
NOTE:
HANDICAP PARKING SIGNS SHALL BE CLEAR OF ANY
ACCESSIBLE CURB RAMPS AND FLARES
FACE OF CURB OR
BUILDING OR OPPOSING
PARKING STALL
SEE DETAIL
BOLLARD BASE
1'-0"1'-6"NTSPAVEMENT MARKINGS LINE TYPES5 NTSSTREET AND TRAFFIC SIGN3 NTSSTOP SIGN1
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C11.0 SITE DETAILS.DWG ---- 03/10/2022 15:24:00
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
N/A
N/A
03/10/2022
C11.2
SITE DETAILS
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
NTSYIELD TO PEDESTRIANS2NTSCOMPACT PARKING SPACE SIGN4NTSHC ACCESSIBLE AND STANDARD PARKING SPACE6NTSHC ACCESSIBLE SIGN8
NTSHC ACCESSIBLE SIGN7
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C12.0 EROSION CONTROL DETAILS.DWG ---- 03/10/2022 15:24:12
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
N/A
N/A
03/10/2022
C12.0
EROSION CONTROL DETAILS
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
NTSTEMPORARY SILT FENCING2NTSTEMPORARY CHECK DAM WITH WEIR4
NTSPIPE OUTLET RIP-RAP PROTECTION3 NTSCONSTRUCTION ENTRANCE1
20'-0"MIN.
6"
PUBLI
C
R
O
A
D
2"-3" COARSE
AGGREGATE OR
#4 STONE
50'
M
I
N
LE
N
G
T
H
M
A
Y
B
E
M
O
D
I
F
I
E
D
T
O
A
C
C
O
M
M
O
D
A
T
E
B
U
I
L
D
I
N
G
PA
D
W
I
T
H
A
P
P
R
O
V
A
L
B
Y
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
EN
G
I
N
E
E
R
I
N
G
D
E
P
T
.
BOTTOM STRAND MIN. #14 GUAGE
TOP STRAND MIN. #14 GUAGE
8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE
MIN. 2'-0"2'-0"STEEL POST
FILL
SL
O
P
E
MAX. 2'-0"STAY AND LINE WIRES MIN. #14 GUAGE
4" X 8" TRENCH
LINED W/ 12" OF
FABRIC AND
COMPACTED FILL
ON TOP
NOTES:
1.WIRE FENCE (IF USED) SHALL BE MINUMUM 14 GAUGE WITH A MAXIMUM MESH OPENING OF
6-INCHES.
2.SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER,
WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE
REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND
STABILIZERS ACCORDING TO ASTM D 4355.
3.SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS INSTALLING SEDIMENT FENCE
USING THE SLICING METHOD MACHINERY.
6' MAX. STD. STRENGTH FABRIC W/O WIRE FENCE
SECTION
ELEVATION
GROUND
LINE
RIPRAP LOCATIONS RIP-RAP APRON SCHEDULE
A A
PLAN
NO WELL-DEFINED CHANNEL
3d d
La
too
NON-WOVEN
FILTER FABRIC NCDOT CLASS B (d50=8")
EROSION CONTROL STONE
ON A LAYER OF 4" NCDOT
#5 OR #57 STONE
NOTES:
1.IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.
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 BELOE. 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.
SECTION
SEEDBED PREPARATION:
1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2.RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.
3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).
5.CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.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 ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
10.APPLY:
AGRICULTURAL LIMESTONE - 2 TONS/ACRE
FERTILIZER - 1000 LBS/ACRE (10-10-10)
SUPERPHOSPHATE - 500 LBS/ACRE (20%)
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
ANCHOR - ASPHALT EMULSION AT 450 GAL/ACRE
GROUND STABILIZATION CRITERIA
SITE AREA
DESCRIPTION
STABILIZATION
TIMEFRAME
STABILIZATION TIMEFRAME
EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
AND SLOPES
7 DAYS NONE
HIGH QUALITY
WATER ZONES 7 DAYS NONE
SLOPES STEEPER
THAN 3:1 7 DAYS
IF SLOPES ARE 10 FT OR LESS IN
IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE
ALLOWED
SLOPES 3:1 OR
FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER
THAN 50 FT IN LENGTH
ALL OTHER AREAS
WITH SLOPES
FLATTER THAN 4:1
14 DAYS NONE (EXCEPT FOR PERIMETERS
AND HQW ZONES)
TIME OF INITIAL
25 LBS. 10-10-10
25 LBS. 10-10-10
TIME OF
SEEDING
25 LBS. 10-10-10
25 LBS. 10-10-10
25 LBS. 10-10-10
SEEDING INITIALAMOUNT/
1000 S.F.
AMOUNT/
1-2 LBS.
1-2 LBS.BROWNTOP MILLET
RYE GRAIN
GRASS TYPE
1-2 LBS.
5-7 LBS.
1-2 LBS.
LESPEDEZA (SLOPES)
(KENTUCKY 31)
BERMUDA, COMMON
FESCUE, TALL
SERICEA
GRASS TYPE 1000 S.F.
MARCH THRU APRIL
FEB. THRU OCT.
APRIL THRU JUNE
JUNE THRU AUG.
PERMANENT SEEDING
JUNE THRU AUG.
NOV. THRU JAN.
TEMPORARY SEEDING
NTSSEEDING AND STABILIZATION5
TSB-1 OUTLET
NTSTYPICAL TREE PROTECTION8
ORANGE SAFETY FENCE
OR ORANGE SILT FENCE
(TYPICAL)
CRZ
NOTE
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A PROTECTIVE BARRIER IS
TO BE INSTALLED AT THE DRIPLINE. DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING
OUT TO THE TIPS OF THE OUTERMOST BRANCHES. FENCING SHALL INCLUDE SIGNS EVERY 50' WITH MIN. 2
SIGNS. SEE ABOVE FOR SIGN.
3' MIN
DBH
8' MAX
NTSTEMPORARY TREE PROTECTION FENCING7
STEEL POST
FRONT VIEW
2'-0"3'-0"26"40"
18"
VARIABLE AS DIRECTED BY THE ENGINEER
8' MAX.
GRADE
TREE PROTECTION AREA
DO NOT ENTER
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC
(TYPICAL)
WARNING SIGN
PLASTIC OR
WIRE TIES
NOTES:
1.THE TREE PROTECTION FENCING SHALL NOT BE VIOLATED FOR THE ENTIRE DURATION OF THE
PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY STAFF.
2.WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. LETTERS TO BE 3" HIGH,
MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3.SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE
PROTECTION AND 50' ON CENTER THEREAFTER. FOR TREE PROTECTION AREAS LESS THAN 100' IN
PERIMETER, PROVIDE NO LESS THAN TWO SIGNS PER PROTECTION AREA.
4.ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE PROTECTION FENCE AND
SIGNS THROUGHOUT DURATION OF PROJECT.
5.TREE PROTECTION FENCING AND SIGNAGE SHALL BE REMOVED AFTER CONSTRUCTION.
6.ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF WILMINGTON, BASED ON ACTUAL FIELD
CONDITIONS.
WARNING SIGN
ZONA PROTECTORA PARA
LOS ARBOLES
PROHIBIDO ENTRAR
TREE PROTECTION AREA
DO NOT ENTER
ZONA PROTECTORA PARA
LOS ARBOLES
PROHIBIDO ENTRAR
SIDE VIEW WARNING SIGN
DETAIL
2:1 SL
O
P
E
2:1
S
L
O
P
E
MATCH
1.5'
2'
NCDOT CLASS B
EROSION
CONTROL STONE
(d50=8")
SEDIMENT RU
N
O
F
F
FROM DITCH
NON-WOVEN
FILTER FABRIC
12" MIN. THICK
OF NCDOT #5 OR
#57 WASHED STONE 2' MINIMUM
SEDIMENT
STORAGE
6" WEIR
6" WEIR
CROSS SECTION
WITH A WEIR
TOP OF
DITCH
LONGITUDINAL
SECTION
SCALE: NTSCHECK DAM / WATTLES6
NOTES:
1. USE MINIMUM 18" DIA. EXCELSIOR WATTLE.
2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND
DOWNSLOPE
AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE.
3. STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE
BOTTOM OF THE SWALE.
2' UPSLOPE &
DOWNSLOPE STAKES, TYP.
SECURE WATTLE
WITH UPSLOPE AND
DOWNSLOPE STAKES
AND STAPLES.
MIN. 10 LF EXCELSIOR MATTING
2' MIN. ON UPSLOPE
AND 8' MIN. ON DOWNSLOPE
STEEL STAKE
STEEL STAKE
NOTES:
1.PLACE STRUCTURAL STONE (CLASS B) TO THE LINES AND DIMENSIONS SHOWN ON THE PLAN ON A
FILTER FABRIC FOUNDATION. THE CREST WIDTH OF THE DAM SHOULD BE A MINIMUM OF 2 FEET.
2.KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW THE END WHERE THE DAM ABUTS
THE CHANNEL BANKS.
3.PLACE SEDIMENT CONTROL STONE (#5 OR #57) ON THE UPSTREAM SIDE OF THE DAM THAT IS A
MINIMUM OF 1 FOOT THICK.
4.PROVIDE AN APRON THAT IS 3 TIMES THE HEIGHT OF THE DAM. THE APRON WIDTH IS AT LEAST 4
FEET LONG. UNDERCUT THE APRON SO THAT THE TOP OF THE APRON IS FLUSH WITH THE
SURROUNDING GRADE.
5.EXTEND THE STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING
AROUND THE ENDS OF THE CHECK DAM.
6.EXCAVATE SEDIMENT STORAGE AREA TO THE DIMENSIONS SHOWN ON THE PLAN
4' MINIMUM
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C12.0 EROSION CONTROL DETAILS.DWG ---- 03/10/2022 15:24:15
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
N/A
N/A
03/10/2022
C12.1
EROSION CONTROL DETAILS
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
NTSINLET PROTECTION5
NOTES:
1. DRIVE 5-FOOT STEEL POSTS (1.25 lb/lf steel) 2 FEET INTO THE GROUND SURROUNDING
THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM
OF 4 FEET APART.
2. SURROUND THE POSTS WITH AT LEAST 19-GAUGE HARDWARE CLOTH WITH A 1/4-INCH
MESH OPENING. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE,
AND BOTTOM FOR A MIN. 2 FEET ABOVE THE GROUND. PLACING A 2-FOOT FLAP OF THE
WIRE MESH UNDER THE GRAVEL FOR ANCHORING AND REMOVAL IS RECOMMENDED.
3. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. THE TOP
ELEVATION OF THE STRUCTURE MUST BE AT LEAST 12-INCHES LOWER THAN THE
SURROUNDING GROUND ELEVATION DOWNSLOPE FROM THE INLET TO ENSURE THAT
STORM FLOWS GET INTO THE INTENDED INLET; UNLESS OTHER SEDIMENT-CONTROL
DEVICES ARE INSTALLED TO PREVENT OFF-SITE SEDIMENT-RUNOFF.
STEEL POSTS 2 FT IN
GROUND.
19-GAUGE & 0.25" MESH
OPENING HARDWARE
CLOTH EXTENDS MIN. 2
FT ABOVE GROUND.
NCDOT #5 OR #57 WASHED STONE
PLACED TO A HEIGHT OF 16"
MINIMUM ABOVE TOP OF BOX
@ 2:1 SLOPE.
NTSTEMPORARY SKIMMER SEDIMENT BASIN3
CLASS B STONE
1
3
SPILLWAY ELEV.
TOP OF DAM1
3
SPILLWAY WIDTH
NOTES:
1.BAFFLE MATERIAL SHALL BE MATERIALS SUCH AS 700 G/M COIR EROSION BLANKET,
COIR MESH, OR TREE PROTECTION FENCE FOLDED OVER TO REDUCE PORE SIZE.
2.THE BAFFLE MATERIAL NEEDS TO BE SECURED AT THE BOTTOM AND SIDES USING
STAPLES OR BY TRENCHING AS FOR SILT FENCE.
3.LOCATE THE EMERGENCY SPILLWAY ON NATURAL SOILS. AVOID PLACING IT
THROUGH FILL MATERIAL WHEREVER POSSIBLE.
4.ALL RUNOFF MUST DISCHARGE TO THE INLET SIDE OF THE BASIN. DISCHARGE
RUNOFF INTO THE BASIN IN A MANNER THAT MINIMIZES EROSION.
5.PHASE 2 SKIMMER CONNECTION WILL BE MADE AT THE INVERT OF THE BOTTOM OF
THE STORMWATER STRUCTURE AS SHOWN IN SHEETS CN-501 THROUGH CN-504.
SPILLWAY SECTION
OUTLET BARREL
(SEE PLANS FOR
MATERIAL)6" MIN INVERT ELEVATION
SKIMMER
(SEE DETAIL)
OUTLET STRUCTURE
WATER LEVEL
DURING STORM
TOP OF DAM
(8' MIN WIDTH)TEMPORARY
EMERGENCY
SPILLWAY
31.00'
CONCRETE BASE
EARTH DAM
POROUS BAFFLES, TYP.
700g/m² COIR FABRIC
BAFFLE 1=25% X BASIN WIDTH
BAFFLE 2=50% X BASIN WIDTH
BAFFLE 3=75% X BASIN WIDTH BAFFLE 1BAFFLE 2BAFFLE 3 STAKE - WITH MARKER AT
SEDIMENT CLEANOUT DEPTH
3:1 MI
N.
3:
1
M
I
N
.
3:1
M
I
N
.
3:1 MI
N.
SEDIMENT STORAGE
6" GATE VALVE
BASIN SECTION
BAFFLE POST ENLARGEMENT
BAFFLE SECTION
NOTES:
1. Q10 PEAK FLOW WERE TAKEN FROM RATIONAL METHOD.
2. REQUIRED SURFACE AREAS AND VOLUMES WERE TAKEN FROM NCDENR ESC MANUAL.
3. FAIRCLOTH SKIMMER SELECTION TABLE TAKEN FROM TABLE 4-2. NCDOT LEVEL III-A DESIGN OF
SEDIMENT & EROSION CONTROL PLANS MANUAL
4. EMERGENCY WEIR WIDTH TAKEN FROM SKIMMER BASIN CRITERIA SECTION OF NCDENR ESC
MANUAL TABLE AND/OR HYDRAULIC ROUTING OF THE BASIN TO ENSURE NON-EROSIVE VELOCITY.
5. MINIMUM BARREL PIPE ON THE SKIMMER IS 4-INCHES. (ON A 1% SLOPE THE CAPACITY IS 100 GPM)
NTSNCG01 GROUND STABILIZATION AND MATERIALS HANDLING2
NTSNCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING1
SCALE: NTSFAIRCLOTH SKIMMER4
28.00'
22.00'
30.00'
31
32
33
34
35
36
37
29
30
31
32
33
34
35
27
28
29
30
31
32
33
10.00'
1.00'PROPOSED
SWALE, 20%
SIDE SLOPE
BUILDING
FOUNDATION
EXISTING
GRADE
10.00'
1.24'PROPOSED
SWALE, 25%
SIDE SLOPE
BUILDING
FOUNDATION
EXISTING
GRADE
2.11'
PROPOSED
SWALE, 25%
SIDE SLOPE
EXISTING
GRADE
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C12.0 EROSION CONTROL DETAILS.DWG ---- 03/10/2022 15:24:18
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
N/A
N/A
03/10/2022
C12.2
EROSION CONTROL DETAILS
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
NTSYARD INTLET PROTECTION3
YARD
INLET
0.5' MI
N
.
WATTLE 6"X10' MIN.
STAKES
NOTES:
1.USE MINIMUM 6 IN. DIAMETER WATTLE.
2.STAKE THROUGH WATTLE. USE 2 FT.
WOODEN STAKES WITH 2 IN. BY 2 IN.
NOMINAL CROSS SECTION.
3.WATTLE ENDS SHALL BE TIGHTLY
BUTTED OR OVERLAPPED.
4.WATTLES SHALL BE FREE OF DAMAGE
OR DEFECTS WHEN INSTALLED. NO
VEHICLE SHALL BE DRIVE OVER
WATTLES.
STAKES
WATTLE 6"X10' MIN.
YARD INLET
TOP VIEW
ISOMETRIC VIEW
NTSTEMPORARY DIVERSION DITCH2
SIDE SLOPES
2:1 SLOPE (MAX)
POSITIVE GRADE 1.0% MAX.UPSLOPE TOE
PLAN VIEW
CROSS SECTION
18"GRADE
WIDTH
2' MIN2:1 MAX
#57 STONE CHECK DAM
6" TOP WIDTH, 12" TALL
SIDE SLOPES 2:1
- STABILIZE DIVERSION DITCH WITH
TEMPORARY SEEDING AND EROSION
CONTROL NETTING
2' MIN
COMPACTED
SEDIMENT LADEN
WATER FLOW
#57 STONE CHECK DAM
6" TOP WIDTH, 12" TALL
SIDE SLOPES 2:1
NTSPERMANENT DIVERSION DITCH WITH CROSS SECTIONS1
NOTES:
1.REMOVE AND PROPERLY
DISPOSE OF ALL TREES,
BRUSH, STUMPS, OR OTHER
OBJECTIONABLE MATERIAL.
FILL AND COMPACT ALL
DITCHES, SWALES, OR
GULLIES THAT WILL BE
CROSSED TO NATURAL
GROUND LEVEL OR ABOVE.
2.JUST BEFORE PLACEMENT
OF FILL, THE BASE OF THE
RIDGE SHOULD BE DISKED
BY MACHINERY.
3.EXCAVATE, SHAPE, AND
STABILIZE THE DIVERSION
TO LINE, GRADE, AND CROSS
SECTION, AS REQUIRED IN
THE DESIGN PLAN.
NOTES:
1.REMOVE AND PROPERLY DISPOSE OF
ALL TREES, BRUSH, STUMPS, OR
OTHER OBJECTIONABLE MATERIAL.
FILL AND COMPACT ALL DITCHES,
SWALES, OR GULLIES THAT WILL BE
CROSSED TO NATURAL GROUND LEVEL
OR ABOVE.
2.JUST BEFORE PLACEMENT OF FILL,
THE BASE OF THE RIDGE SHOULD BE
DISKED BY MACHINERY.
3.EXCAVATE, SHAPE, AND STABILIZE THE
DIVERSION TO LINE, GRADE, AND
CROSS SECTION, AS REQUIRED IN THE
DESIGN PLAN.
NTSDITCH RIP RAP PROTECTION4
BOTTOM OF DITCH
TOP OF DITCH BANK
12" THICK LAYER NCDOT CLASS A RIP-RAP
(d50 = 8") W/ 4" THICK LAYER NCDOT NO. 57
STONE BEDDING WRAPPED WITH
NON-WOVEN FILTER FABRIC (SI GEOTEX 801
OR APPROVED SUBSTITUTE)
13 31
NTSTEMPORARY SAND BAG BARRIER5
18" MIN.
SECTION VIEW A-A'SECTION VIEW B-B'
9" MIN.
SECTION VIEW C-C'
PLAN VIEW
SECTION VIEW D-D'
18" MIN.
NOTES:
1.BAG SIZE ILLUSTRATED FOR GRAPHIC PURPOSES ONLY.
CONTRACTOR SHALL MEET THE HEIGHT AND WIDTH AS INDICATED
2.PLACE SAND BAGS TIGHTLY.
3.SANDBAG ROWS AND LAYERS SHALL BE STAGGERED TO ELIMINATE
GAPS.
4.THE END OF THE BARRIER SHALL TURN UP SLOPE.
5.ANY DAMAGED SANDBAGS SHALL BE REPLACED IMMEDIATELY BY
THE CONTRACTOR, AND ANY DISPLACED BAGS SHALL BE
REFORMED TO REESTABLISHED THE BARRIER
A
A'
B'
B
SEE SPACING BELOW
C C'
SAND BAG
BARRIER
CROSS
BARRIER
DETAIL
DIRECTION
OF FLOW
D'
D
18" MIN.
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C14.0 UTILITY DETAILS.DWG ---- 03/10/2022 15:24:37
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
N/A
N/A
03/10/2022
C14.0
UTILITY DETAILS
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
NTSNCDOT - PAVEMENT REPAIRS1
NTSPIPE EMBEDMENT TYPES4
NTSVALVE DETAIL3
NTSTRACER WIRE DETAIL6
NTSTAPPING SLEEVE AND VALVE ASSEMBLY (4"-24")5
NTSCOW PAVEMENT REPAIR - UTILITY CUTS2
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C14.0 UTILITY DETAILS.DWG ---- 03/10/2022 15:24:41
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
N/A
N/A
03/10/2022
C14.1
UTILITY DETAILS
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
NTSSTANDARD NOTES2
NTSTHRUST BLOCK3 NTSSTRUCTURAL BRIDGING OVER WATER & SEWER PIPELINES1NTSPRECAST CONCRETE MANHOLE - ECCENTRIC CONE7
16SEWER SERVICE CONNECTION - TYPICAL CLEAN-OUT6 NTSPIPE CASING SUPPORT DETAIL4
NTSTYPICAL BORING & JACK DETAIL5
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C14.0 UTILITY DETAILS.DWG ---- 03/10/2022 15:24:45
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
N/A
N/A
03/10/2022
C14.2
UTILITY DETAILS
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
19COMMERCIAL WATER SERVICE - 3-INCH AND LARGER METERS1
NTSFIRE MAIN CONNECTION2
NTSFIRE HYDRANT ASSEMBLY3NTSRPZ - DOMESTIC WATER SUPPLY5
NTSRPDA - FIRE SUPPLY4
NTSDUPLEX GRINDER PUMP STATION FRONT VIEW7
NTSDUPLEX GRINDER PUMP STATION SIDE VIEW8 NTSGRINDER PUMP STATION REMOTE VENT6
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C16.0 STORMWATER DETAILS.DWG ---- 03/10/2022 15:25:02
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
N/A
N/A
03/10/2022
C16.0
STORMWATER DETAILS
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
NTSFRAME GRATE AND HOOD4
NTSDROP INLET FRAME AND GRATES6
NTSANCHORAGE FOR FRAMES7
NTSTRAFFIC BEARING PRECAST DRAINAGE STRUCTURE8
NTSPRECAST MANHOLE 4', 5', AND 6' DIAMETER9
NTSDROP INLET FRAME AND GRATES5
NTSCONCRETE CATCH BASIN1
NTSCONCRETE DROP INLET3
NTSCONCRETE DROP INLET2
HHHVANAPPROVED BUILDING SETBACKHHHVAN33
25
30
26272829
3132
32
33
33
25
30
2122232426272829
31
32
33
302929313233 282726252423242
9 3132323027282
9
31272827303132343433343332
33
3133
323327262322UPFEC
FEC
24" HDPE
(23LF @ 0.54%)24" HDPE(28LF @ 9.90%)3
0
"
R
C
P
(3
4
L
F
@
2
.
4
4
%
)12" HDPE(19LF @ 0.52%)30" RCP
(62LF @ 1.00%)12" HDPE(129LF @ 0.50%)24" HDPE(47LF @ 0.54%)24" HDPE(115LF @ 0.50%)G1B-CO
RIM=33.49'
INV IN NE=26.79'
INV OUT S=26.79'G2-CO
RIM=33.16'
INV IN NW=26.91'
INV OUT SW=26.91'
A2-JB
RIM=33.33'
INV IN SW=25.91'
INV IN NW=28.92'
INV OUT E=24.83'
F1-CO
RIM=33.62'
INV IN NW=29.02'
INV OUT SE=29.02'
G3-CO
RIM=33.50'
INV IN NW=27.17'
INV OUT SE=27.17'
A1-FE
INV.=24.00
G1A-OEP
INV.=24.00
1" = 20'POND PLAN VIEW6
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C16.1 SCM DETAIL.DWG ---- 03/10/2022 15:25:37
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
N/A
N/A
03/10/2022
C16.1
STORMWATER POND DETAIL
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
NTSFOREBAY AND STORAGE POND SECTION1
10.0'
PERMANENT POOL EL. 29.00'
FOREBAY BOTTOM EL. 22.00'
1
POND BOTTOM EL. 21.00'
1
2
VEGETATED SHELF
6:1 SLOPE TYP.
OVERFLOW STRUCTURE
(SEE DETAIL)
SEE PLAN FOR
LOCATION & INVERT
47.0 LF OF (1) 18" RCP @ 0.50%
(ASTM C76 CLASS III PIPE)
WITH "O" RING GASKET JOINTS (ASTM C361)
CUTOFF TRENCH
WITH 1:1
SIDE SLOPES
1.5' ALUMINUM ANTI-SEEP
COLLAR SPACED 5 FT
BELOW CUTOFF TRENCH
(TYP.)
STORAGE EL. 22.00'
TEMPORARY POOL EL. 30.30'
2
1
1
3
0.5 FT
0.5 FT
SEDIMENT STORAGE EL. 23.00'
PERMANENT POOL EL. 29.00'
INV 26.02'2
1
2
1
INV 26.25'FOREBAY MAIN BAY
MIN1 FTMIN1 FT6.00 FT7.00 FTVEGETATED SHELF
6:1 SLOPE TYP.
3 FT
6 FT
3 FT
1/3 LENGTH OF PIPE RUN
3 FT
1 FT
OUTLET STRUCTURE
SEE DETAIL, THIS SHEET
SECTION B-B
W
LAYER OF FILTER FABRIC
RIP RAP
W
L
B
M
I
B
H
NOTE: MINIMUM H=2/3
NATURAL GRADE
M
I
PIPE DIAMETER
SIDE
TRASH RACK
#5 REBAR SPACED
4" O.C.
BACKFILL 4 FEET WITH
3,000 PSI CONCRETE
1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP-RAP DIMENSIONS AND CLASSES.
2. RIP-RAP 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.
3.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.
4. 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
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL
SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE
PERMITTED.
NOTES
STORM ELEVATIONS
WET POND
1.5" DEPTH = 29.73'
DESIGN STORM
2-YEAR = 31.18'
10-YEAR = 32.06'
25-YEAR = 32.18'
100-YEAR = 32.64'
(1) 18" RCP
OUTLET BARRELTOP OF POND EL. 33.25'
RIP-RAP EMERGENCY SPILLWAY
12" THICK LAYER NCDOT CLASS B
RIP-RAP
(d50 = 8") W/ 4" THICK LAYER NCDOT NO.
57 STONE BEDDING WRAPPED WITH
NON-WOVEN FILTER FABRIC (SI
GEOTEX 801 OR APPROVED
SUBSTITUTE)
13 3135 FT
FOREBAY BERM EL = 28.5'
La
3
0.5 FT
MAINTENANCE ACCESS
RIP RAP OUTLET PROTECTION
SEE DETAIL, THIS SHEET
0
SCALE: 1"=20'
40'20'20'
EMERGENCY SPILLWAY (TYP.)
STORMWATER
CONTROL MEASUREFOREBAY
MAIN BAY
FOREBAY BERM (TYP.)4 FTTRASH RACK
#5 REBAR SPACED 4" O.C.
5'x5' REINFORCED CONCRETE
RISER BOX (ASTM C1433)
18" RCP
OUTLET
BARREL
RISER RIM EL. 31.90'
INV 29.0'
4 FT 0.5 FT18" RCP
INV 30.3'
12 INCH DIAMETER
HOLE IN STRUCTURE
NTSOUTLET STRUCTURE2
FRONT
TOP
NTSEMERGENCY SPILLWAY4
NTSRIPRAP APRON OUTLET5
INV 26.25'
TOP OF BERM EL. 33.25'
6.0" PVC SCH. 40 PIPE WITH 45 DEG
BEND. CAPPED WITH 2" DIAMETER
HOLE IN END CAP.4 FT30.3.2 Owner’s Certification
The following owners plan certification shall be shown on each plan drawing sheet:
Property Owner Certification:
“I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of “Authorization-To-Construct” any clearing, grading, construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its
agencies which are hereby made part of this plan. As the owner, I (we) accept full
responsibility for the construction and operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility without the written authorization of
New Hanover County.”
Signature: _______________________
Printed Name and Title:_______________________
Date:_______________________
NEW HANOVER COUNTY OWNER CERTIFICATION3
CLASS B RIP-RAP MATERIAL
AT TOP OF BERM, TOP OF
RIP-RAP IS TOP OF BERM
ELEVATION
EMERGENCY SPILLWAY WEIR EL. 32.25'
STAKING
PLAN
2 TO 3 TIMES THE
ROOT BALL DIAMETER 6"GENERAL NOTES:
A.TREE TO BE STRAIGHTENED PRIOR TO BACKFILL AND GUYING
B.SCARIFY BOTTOM AND SIDES OF PLANT PIT.
C.STAKE AND GUY TREES 3" CALIPER OR GREATER, OR TREES IN WINDING
LOCATIONS AS DIRECTED BY LANDSCAPE ARCHITECT.
D.DO NOT WRAP TREE TRUNK.
E.MARK NORTH SIDE OF TREE AT NURSERY AND PLANT WITH MARKING FACING
NORTH.
F.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, PACK SOIL
AROUND BASE OF ROOTBALL TO STABILIZE, INSTALL REMAINDER IN 9" LAYERS,
HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER
2"4"120°
SECTION
4" DEEP SHOVEL
DUG "V" TRENCH,
SEE LANDSCAPE
PLAN FOR
LOCATIONS
"ARBORTIE" HEAVY DUTY
TREE GUY STRAPPING,
COLOR TO BE GREEN, 900LB
BREAK STRENGTH, SLACK
STRAP LIGHTLY TO ALLOW
SLIGHT MOVEMENT IN TREE
NATIVE SUBGRADE
TREE AS SPECIFIED PER
LANDSCAPE PLAN(S)
MULCH AS SPECIFIED,
KEEP 6" AWAY FROM
TREE TRUNK
LOOP STRAPPING JUST
ABOVE FIRST LIMB AND
AROUND CENTRAL
LEADER, REFER TO
MANUFACTURER'S
RECOMMENDATION FOR
TYING METHOD
PULL BACK TOP 14 OF
BURLAP, TWINE TIES AND
WIRE BASKET, LEAVE
REMAINDER AROUND
ROOT BALL
FINISH GRADE
2" X 2" X 30" UNTREATED
LUMBER STAKES (TYP.), (3)
TOTAL EQUALLY SPACED
AROUND TREE, INSTALL
OUTSIDE OF ROOTBALL
AND BACKFILLED SOIL
MIXTUREBALLED AND BURLAP
ROOT BALL TOPSOIL
ROOT FLARE TO BE SET
2" ABOVE EXISTING
GRADE
PREVAILING
WINDS
STAKE
TRUNK
COMPACTED NATIVE
SOIL PEDESTAL
NATIVE SOIL, TILL SOIL
TO A 6" MIN. DEPTH
EQUAL TO THE
PLANT SPACING
AS SPECIFIED
(TYP.)
GENERAL NOTES:
A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT.
B.THE BOTTOM OF SHRUB ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE . LARGER
PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH.
C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HAND TAMP TO
REMOVE VOIDS AND WATER EACH LAYER
D.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO PLACEMENT
AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TO SCARIFY ROOT BALLS.6" MIN.FORM MOUNDED BEDWITH NATIVE TILLED SOILPRIOR TO PLANTINGPLANT SPACING
AS SPECIFIED
(TYP.)
PLANT SPACING CHART
SPACING (A)ROW OFFSET (B)
1'-0" O.C.10" O.C.
1'-6" O.C.1'-4" O.C.
2'-0" O.C.1'-9" O.C.
2'-6" O.C.2'-2" O.C.
3'-0" O.C.2'-7" O.C.
3'-6" O.C.3'-0" O.C.
4'-0" O.C.3'-6" O.C.
SPACING (A)ROW OFFSET (B)
5'-0" O.C.4'-4" O.C.
6'-0" O.C.5'-2" O.C.
7'-0" O.C.6'-1" O.C.
8'-0" O.C.6'-11" O.C.
9'-0" O.C.7'-10" O.C.
10'-0" O.C.8'-8" O.C.
A
BPLANT SPACING
PLAN
A
SECTION1" MIN.6" MIN.
TOPSOIL PER
SPECIFICATIONS
SHRUB AS SPECIFIED
PER LANDSCAPE PLAN(S)
NATIVE SUBGRADE
ADJACENT TURF AREA,
REFER TO PLANTING
PLAN FOR LOCATIONS
NATIVE SOIL, TILL SOIL
TO A 6" MIN. DEPTH
MULCH AS SPECIFIED,
KEEP 4" AWAY FROM
ROOT CROWN
ROOT CROWN TO BE SET
2" ABOVE EXISTING
GRADE MIN.
4" DEEP SHOVEL DUG "V"
TRENCH, SEE
LANDSCAPE PLAN FOR
LOCATIONS
SHRUB ROOT BALL
PLANTING BED EDGE
SHRUB
6" MIN.FORM MOUNDED BEDWITH NATIVE TILLED SOILPRIOR TO PLANTINGPLANT SPACING CHART
SPACING (A)ROW OFFSET (B)
6" O.C.5" O.C.
8" O.C.7" O.C.
12" O.C.10" O.C.
15" O.C.1'-1" O.C.
18" O.C.1'-4" O.C.
SPACING (A)ROW OFFSET (B)
24" O.C.1'-9" O.C.
36" O.C.2'-7" O.C.
4'-0" O.C.3'-6" O.C.
5'-0" O.C.4'-4" O.C.
6'-0" O.C.5'-2" O.C.
SECTION1" MIN.4" MIN.
GENERAL NOTES:
A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT.
B.THE BOTTOM OF SHRUB ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE . LARGER
PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH.
C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HAND TAMP TO
REMOVE VOIDS AND WATER EACH LAYER
D.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO PLACEMENT
AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TO SCARIFY ROOT BALLS.
A
BPLANT SPACING
PLAN
A
TOPSOIL PER
SPECIFICATIONS
PLANT AS SPECIFIED PER
LANDSCAPE PLAN(S)
NATIVE SUBGRADE
ADJACENT TURF AREA,
REFER TO PLANTING
PLAN FOR LOCATIONS
NATIVE SOIL, TILL SOIL
TO A 6" MIN. DEPTH
MULCH AS SPECIFIED,
KEEP 4" AWAY FROM
TREE TRUNK
ROOT CROWN TO BE SET
2" ABOVE EXISTING
GRADE MIN.
GROUND COVER ROOT
BALL
4" DEEP SHOVEL DUG "V"
TRENCH, SEE
LANDSCAPE PLAN FOR
LOCATIONS
EQUAL TO
THE PLANT SPACING
AS SPECIFIED (TYP.)
PLANT SPACING
AS SPECIFIED (TYP.)
PLANTING BED EDGE
SHRUB
2 - RHY WHI34 - LOB SIP11 - EUP FIS
12 - RHY WHI
4 - LOB SIP
40'-0"3'-0"3'-0"6'-0" EUP FIS EUPATORIADELPHUS FISTULOSUS JOE PYE WEED 1 GAL. 18"-24" HT. 30" O.C. 8
LOB SIP LOBELIA SIPHILITICA GREAT LOBELIA 5" DEEP PLUG 12"-18" HT. 18" O.C. 38
RHY WHI RHYNCHOSPORA COLORATA STARRUSH WHITETOP 4" POT 12"-18" HT. 36" O.C. 14
TYPICAL PLANTING SCHEDULE PER 40' LF
GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY
CYN DAC CYNODON DACTYLON BERMUDA GRASS SEED 3 LBS / 1000 SF SEE PLAN
SUBMERSIBLE CODE BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING QTY
STORM WATER POND
PERMANENT POOL ELEVATION
POND UP SLOPE
VARIES,SEEPLANMAINTENANCE BENCH
TYPICAL
PLANTING PLAN
CYN-DAC
CANOPY TREE SIZE CALIPER HEIGHT QTY
MAGNOLIA GRANDIFLORA `BRACKENS BROWN BEAUTY`
BRACKEN`S SOUTHERN MAGNOLIA B & B 2" CAL.10`-12` HT.8 SINGLE DOMINANT LEADER. UNIFORM CANOPY &
MATCHED
MAGNOLIA GRANDIFLORA `LITTLE GEM`
DWARF SOUTHERN MAGNOLIA B & B 2" CAL.8`-10` HT.16 SINGLE DOMINANT LEADER, UNIFORM CANOPY, FULL
TO GROUND & MATCHED
PINUS PALUSTRIS
LONGLEAF PINE B & B 3" CAL.10`-12` HT.11 UNIFORM CANOPY & MATCHED
QUERCUS PHELLOS
WILLOW OAK B & B 2" CAL.12`-14` HT.7 SINGLE DOMINANT LEADER, UNIFORM CANOPY &
MATCHED
QUERCUS VIRGINIANA `HIGH RISE`
HIGH RISE LIVE OAK B & B 2" CAL.12`-14` HT.9 SINGLE DOMINANT LEADER, UNIFORM CANOPY &
MATCHED
UNDERSTORY TREES SIZE CALIPER HEIGHT QTY
CERCIS CANADENSIS 'RUBY FALLS'
RUBY FALLS WEEPING EASTERN REDBUD B & B 2" CAL.8`-10` HT.3 SINGLE DOMINANT LEADER, UNIFORM CANOPY &
MATCHED
ILEX X `NELLIE R STEVENS`
NELLIE STEVENS HOLLY B & B 2" CAL.8`-10` HT.24 UNIFORM CANOPY, FULL TO GROUND & MATCHED
TREE SCHEDULE
SHRUBS SIZE HEIGHT SPREAD SPACING QTY REMARKS
ASPIDISTRA ELATIOR
CAST IRON PLANT 3 GAL.12"-15" HT.12"-15" SPD.2` O.C.24 UNIFORM HEAD & MATCHED
CLETHRA ALNIFOLIA `HUMMINGBIRD`
SUMMERSWEET 3 GAL.12"-15" HT.18"-24" SPD.4` O.C.27 UNIFORM HEAD & MATCHED
ECHINACEA PURPUREA
CONEFLOWER 1 GAL.15"-18" HT.15"-18" SPD.2` O.C.19 UNIFORM HEAD & MATCHED
ILEX GLABRA `SHAMROCK`
INKBERRY 3 GAL.18"-24" HT.18"-24" SPD.3.5` O.C.56 UNIFORM HEAD & MATCHED
ILEX VOMITORIA `NANA`
DWARF YAUPON 3 GAL.12"-15" HT.12"-15" SPD.3` O.C.64 UNIFORM HEAD & MATCHED
MUHLENBERGIA CAPILLARIS
MUHLY GRASS 3 GAL.18"-24" HT.18"-24" SPD.4` O.C.12 UNIFORM HEAD & MATCHED
MYRICA CERIFERA
WAX MYRTLE 7 GAL.30"-36" HT.30"-36" SPD.8` O.C.60 UNIFORM HEAD & MATCHED
OSMANTHUS FRAGRANS
SWEET OLIVE 15 GAL.4`-5` HT.48"-60" SPD.6` O.C.20 UNIFORM HEAD & MATCHED
PENNISETUM ALOPECUROIDES `LITTLE BUNNY`
LITTLE BUNNY FOUNTAIN GRASS 3 GAL.15"-18" HT.15"-18" SPD.2` O.C.70 UNIFORM HEAD & MATCHED
SABAL MINOR
DWARF PALMETTO 7 GAL.18"-24" HT.18"-24" SPD.7` O.C.10 UNIFORM HEAD AND MATCHED
SHRUB SCHEDULE
GROUND COVERS SIZE SPACING
CYNODON DACTYLON
BERMUDA GRASS SEED 3 LBS / 1000 SF 35,565 SF
CYNODON DACTYLON
BERMUDA GRASS SOD 15,223 SF
LIRIOPE MUSCARI `BIG BLUE`
LIRIOPE 1 QT.15" O.C.109 MATCHED
VEGETATIVE SHELF PLANTING
---2,225 SF SEE VEGETATIVE SHELF
PLANTING DETAILS
GROUND COVER SCHEDULE
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C17.0 LANDSCAPE DETAILS.DWG ---- 03/10/2022 15:26:36
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
AS SHOWN
AS SHOWN
03/10/2022
C17.0
LANDSCAPE DETAILS
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
NTSTREE PLANTING5 NTSGROUNDCOVER PLANTING2NTSSHRUB PLANTING4
NTSVEGETATIVE SHELF PLANTING1
1.ALL EXISTING VEGETATION THAT IS USED TO MEET LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING
MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE OWNER OF THE PROPERTY ON A CONTINUING
BASIS. ANY PLANTED MATERIAL WHICH BECOMES DAMAGED OR DISEASED OR DIES SHALL BE REPLACED BY THE OWNER
WITHIN 60 DAYS OF THE OCCURRENCE OF SUCH CONDITION. IF, IN THE OPINION OF THE ZONING ADMINISTRATOR THERE
ARE SEASONAL CONDITIONS WHICH WILL NOT PERMIT THE TIMELY REPLACEMENT OF THE VEGETATION (E.G. TOO HOT
OR TOO COOL FOR SUCCESSFUL REPLANTING) THIS REQUIREMENT MAY BE ADMINISTRATIVELY WAIVED UNTIL A TIME
CERTAIN WHEN THE REPLANTING WOULD BE SUCCESSFUL.
2.VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THE LANDSCAPE PLANS AND IN THE PLANT
SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. THE LANDSCAPE ARCHITECT SHALL BE
NOTIFIED OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING OR INSTALLATION.
3.ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING CODES AND REGULATIONS, CONFORM TO
REQUIREMENTS OF PLANT LIST AND TO THE AMERICAN ASSOCIATION OF NURSERYMEN "AMERICAN STANDARD OF
NURSERY STOCK" AND "HORTICULTURAL STANDARDS" AS TO SPECIES, AGE, SIZE, AND PLANTING RECOMMENDATIONS.
4.LANDSCAPE MATERIAL PLACED IN PREPARED HOLES SHALL BE PROPERLY BACKFILLED PRIOR TO THE END OF THE
WORKING DAY.
5.ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION.
6.LANDSCAPE ARCHITECT SHALL APPROVE ANY ON-SITE PLANT STORAGE AREA FOR ACCESSIBILITY, SHADE CONDITIONS,
HEALING-IN MULCH MATERIAL AND TEMPORARY WATERING METHODS.
7.ALL ROPE AND WRAPPING TWINE SHALL BE CUT AND REMOVED FROM AROUND THE UPPER PARTS OF THE ROOT BALL.
METAL BASKET WIRES AND BURLAP SHALL BE PULLED BACK AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON
ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP SHALL BE REMOVED FROM PLANT BALLS PRIOR TO BACK
FILLING.
8.ALL PLANT BEDS OR RAISED SAUCER RINGS SHALL BE EDGED WITH SMOOTH, CONTINUOUS CURVES.
9.ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AND WIDTHS AS ILLUSTRATED IN PLANTING DETAILS.
10.TREE GUYING SHALL BE PERFORMED WITHIN A WEEK OF PLANTING. THE LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVING ALL TREE GUYING STRAPPING AND STAKES AFTER THE FIRST FULL GROWING SEASON OR
ONE YEAR, WHICH EVER COMES FIRST.
11.CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO PLANTING.
12.ANY EXPOSED OR UNCOVERED LINES SHALL BE SHOWN TO GENERAL CONTRACTOR PRIOR TO BACKFILLING.
13.ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND SHALL BE
MULCHED AS SPECIFIED.
14.ALL MATERIALS, PLANTING AND LANDSCAPE WORK SHALL CONFORM TO THE CURRENT MUNICIPAL AUTHORITIES
STANDARD SPECIFICATIONS AND DETAILS.
15.ALL LANDSCAPE AREAS THAT ARE NOT PLANTED, MULCHED OR PAVED SHALL BE SEEDED OR SODDED.
16.FIRST YEAR PRUNING OF TREE CROWN SHALL BE LIMITED TO REMOVAL OF DEAD & DAMAGED WOOD.
17.TREE PROTECTION FENCE SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO CLEARING, GRADING AND
CONSTRUCTION ACTIVITY OR ISSUANCE OF ANY RELATED PERMITS. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS
OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
18.MULCH LINE SHALL CONSIST OF SMOOTH CONTINUOUS CURVES.
19.ALL TREES NOT WITHIN A PLANT BED SHALL BE TREATED WITH A 6' DIAMETER MULCH RING TYPICAL, UNLESS
OTHERWISE INDICATED ON THE PLANTING PLANS.
20.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS OR AS OTHERWISE DICTATED BY
LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES.
21.SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH PRIOR APPROVAL BY LANDSCAPE ARCHITECT.
22.AREAS DAMAGED BY ACTIVITIES OF CONTRACTOR SHALL BE RE-ESTABLISHED TO PRE-DISTURBANCE CONDITION AT NO
ADDITIONAL COST TO THE OWNER.
23.USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE,
AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
24.CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS FREE OF FIRE ANTS PRIOR TO INSTALLATION.
25.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE
MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC.
26.DEEPROOT ROOT BARRIER OR APPROVED EQUAL SHALL BE INSTALLED WHERE TREES ARE WITHINT 10' OF A UTILITY OR
HARDSCAPE. THE ROOT BARRIER SHALL BE INSTALLED ACCORDING TO MANUFACTURER RECOMMENDATION.
NTSPLANTING NOTES6
NTSPLANT LEGENDS3
CALIPER FEET X 2'
UNDISTURBED
EARTH (TYP.)
CALIPER FEET X 2'
UNDISTURBED
EARTH (TYP.)
#4 AGGREGATE FOR ROOT ZONE AERATION,
APPLY OVER ROOT ZONE AREA IN FILL
CONDITION, 6" MIN. THICKNESS SET 6"
BELOW FINAL GRADE
NON-WOVEN GEOTEXTILE FABRIC WRAP
AROUND DRAINAGE AGGREGATE,
OVERLAP MIN. 18" BETWEEN PIECES,
OVERLAP 6" AT PIPE PENETRATIONS
1
1
FILL SOIL
FINISH GRADE
EXISTING
GRADE
EXISTING TREE TO REMAIN,
REFER TO EXISTING
CONDITIONS AND TREE
REMOVAL PLAN C2.0
EXISTING
GRADE
ROOT PRUNE WITH HAND
TOOLS EXISTING ROOTS,
MAINTAIN 6" SEPARATION
MIN. FROM PROPOSED
GRADE6"6"FINISHED
GRADE
EXISTING TREE CRITICAL
ROOT ZONE DETERMINED
BY THE EXTENT OF THE
TREE CANOPY AS PROJECT
PERPENDICULAR TO THE
GROUND
NOTES:
1.BACKFILL AGAINST THE TREE TRUCK OR BUTTRESS FLAIR IS PROHIBITED.
2.THE CONTRACTOR SHALL ENGAGE AN NC CERTIFIED ARBORIST TO EVALUATE THE HEALTH OF EXISTING TREES SHOWN TO BE
PRESERVED ON THE TREE REMOVAL PLAN C2.0 PRIOR TO THE START OF CONSTRUCTION.
3.THE ARBORIST SHALL PERFORM OR DIRECT ALL REQUIRED ROOT PRUNING NECESSARY TO: ESTABLISH PROPOSED GRADE, INSTALL
UTILITIES, ETC.
4.TREE PROTECTION FENCING SHALL BE MAINTAINED AT THE CRITICAL ROOT ZONE (CRZ) LIMITS PRIOR TO LAND DISTURBANCE
ACTIVITY WITHIN THE CRZ. ONCE GRADING ACTIVITY IS TO COMMENCE WITHIN THE TREE CRZ, THE TREE PROTECTION FENCE SHALL
BE TEMPORARILY SET TO THE PROPOSED DISTURBANCE LIMITS. ONCE THE GRADING ACTIVITY WITHIN THE EXISTING TREES CRZ IS
COMPLETED, THE TREE PROTECTION FENCE SHALL BE SET BACK TO THE CRZ LIMITS, OR AT THE EDGE OF PAVEMENT IN THE EVENT
PAVEMENT IS PROPOSED WITHIN THE CRZ. TREES WITH NO PROPOSED DISTURBANCE WITHIN THE CRZ SHALL HAVE THE TREE
PROTECTION FENCE SET AT THE CRZ LIMITS FOR THE ENTIRETY OF CONSTRUCTION. SEE ALSO TREE PROTECTION FENCING DETAIL
8/C12.0
5.USE OF HEAVY CONSTRUCTION EQUIPMENT WITHIN THE CRZ SHALL BE PROHIBITED WHERE IF NO DISTURBANCES ARE PROPOSED
WITHIN, OR MINIMIZED WHERE DISTURBANCES ARE PROPOSED WITHIN THE CRZ. USE OF EARTH MOVING EQUIP THAT CAN BE SET
OUTSIDE THE CRZ SHALL BE LEVERAGED WHERE FEASIBLE TO MINIMIZE CRUSHING OR DAMAGING ROOTS.
6.THE CONTRACTOR SHALL SCHEDULE A MEETING WITH THE ARBORIST AND LANDSCAPE ARCHITECT TO FIELD EVALUATE TREES WITH
DISTURBANCE WITHIN THE CRITICAL ROOT ZONE. SEE ALSO SHEET C10.0 FOR IDENTIFIED TREES. SUBSEQUENT TO THE MEETING,
THE CONTRACTOR SHALL PROVIDE A SHOP DRAWING FOR EACH ROOT ZONE DRAIN/AERATION DEVICE TO BE INSTALLED.
7.ROOT PRUNING SHALL NOT EXCEED GREATER THAN 30% ROOT ZONE AREA. THIS IS DETERMINE BY THE ACTUAL EXISTING ROOT
ZONE AS DETERMINED BY THE ARBORIST.
4" SDR 35 PVC PERFORATE DRAIN PIPE
4" SDR 35 PVC NON-PERFORATE DRAIN PIPE
WITH ATRIUM DRAIN GRATE FOR AERATION
COMPLETE FILL CONDITION
DRAIN/AERATION PIPE LAYOUT PLAN
PARTIAL FILL CONDITION
DRAIN/AERATION PIPE LAYOUT PLAN
SOLID DRAINAGE
PIPE TO STORM
DRAIN SYSTEM
PERFORATED
DRAINAGE PIPE
VERTICAL
AERATION PIPES
PERFORATED
DRAINAGE PIPE
VERTICAL
AERATION PIPES,
TREE LOCATIONTREE LOCATION
CUT AND FILL CONDITION IN
LANDSCAPE AREA SECTION
ACTUAL ROOT
ZONE LIMITS
CALIPER FEET X 2'
ACTUAL ROOT
ZONE LIMITS
CALIPER FEET X 2'
AERATION
AGGREGATE
AERATION
AGGREGATE
0.75 X CRITICAL ROOT ZONE RADIUS OR 12" AWAY
FROM PROPOSE HARDSCAPE, WHICHEVER IS GREATER
CRITICAL ROOT
ZONE RADIUS
3" THICK MULCH SAUCER
6"
MIN.
1'-0"
6"
#4 AGGREGATE FOR ROOT
ZONE AERATION, APPLY
OVER ROOT ZONE AREA IN
FILL CONDITION, 6" MIN.
THICKNESS SET 6" BELOW
FINAL GRADE
NON-WOVEN GEOTEXTILE
FABRIC WRAP AROUND
DRAINAGE AGGREGATE,
OVERLAP MIN. 18" BETWEEN
PIECES, OVERLAP 6" AT PIPE
PENETRATIONS
4" SDR 35 PVC
PERFORATE
DRAIN PIPE
4" SDR 35 PVC
NON-PERFORATE DRAIN
PIPE WITH ATRIUM DRAIN
GRATE FOR AERATION
ADJACENT PARKING
AREA (SHOWN) OR
HARDSCAPE
CUT CONDITION IN
PARKING/HARDSCAPE AREA SECTION
DAYLIGHT
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C17.0 LANDSCAPE DETAILS.DWG ---- 03/10/2022 15:26:44
THE RESIDENCE AT CANOPY POINTE 07921-0002
0
HKA/TRC/THL
HKA/TRC/THL
TRC/THL
RMC
AS SHOWN
AS SHOWN
03/10/2022
C17.1
LANDSCAPE DETAILS
TRC REVIEW DRAWINGS
205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC
NTSEXISTING TREE ROOT PRUNING AND/OR AERATION/DRAINAGE DEVICE1