HomeMy WebLinkAboutSite PlanAS
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
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Owner/Applicant
Project Team
ASMW MULTI-FAMILY HOMES
7578 CAROLINA BEACH ROAD, WILMINGTON, NORTH CAROLINA
FINAL DESIGN - NOT FOR CONSTRUCTION
Alfred Benesch & Company
2018 Eastwood Road, Suite 111
Wilmington, NC 28403
www.benesch.com
P 910.500.7081
Corp. NC License: F-1320
AMSW PROPERTIES, LLC
708 MONROE AVENUE
CAROLINA BEACH, NC 28428
Project Team
Landscape Architect & Civil Engineer
COVER
C001
Site Overview Map (Not to Scale)Vicinity Map
LOCATION MAP
NOT TO SCALE
DAVE
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Sheet #Description Rev #Date Seal Date
C001 COVER SHEET 1
C002 GENERAL NOTES & LEGEND 1
C100 EXISTING CONDITIONS AND DEMOLITION PLAN 1
C200 SITE PLAN 1
C300 STORMDRAIN PLAN 1
C301 GRADING PLAN 1
C302 INITIAL EROSION CONTROL PLAN 1
C303 FINAL EROSION CONTROL PLAN 1
C304 WET POND #1 DETAILS 1
C401 OFFSITE UTILITY PLAN & PROFILE
1
C500 EROSION CONTROL DETAILS
1
C501 EROSION CONTROL DETAILS
1
C502 EROSION CONTROL DETAILS
1
C503 SITE DETAILS
1
C504 UTILITY DETAILS
1
C505 UTILITY DETAILS
1
C506
STORMDRAIN DETAILS
1
C600 LANDSCAPE PLAN
1
Index of Drawings
C507
UTILITY DETAILS
PUMP STATION DETAILS
C508 PUMP STATION DETAILS
C509
1
1
1
1
C400 OVERALL UTILITY PLAN
C402 ONSITE UTILITY PLAN & PROFILE
1
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
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GENERAL NOTES
& LEGEND
C002
EXISTING LEGEND
EXISTING FIRE HYDRANT
R/W
EXISTING IRON PINEI
EXISTING UTILITY POLE
DYH
CENTERLINECL
EXISTING CURB AND GUTTER
# OF PARKING SPACES
ACCESSIBLE SPACE
RIGHT-OF-WAY
EXISTING LIGHT POLE
EXISTING IRON PIN
EXISTING SIGN
EXISTING UTILITY POLE
ACCESSIBLE RAMP
PROPERTY LINE
EXISTING FENCEXXX
EXISTING EASEMENTE
EXISTING ASPHALT PAVEMENT
EXISTING OVERHEAD UTILITY LINEOH/U
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING CONTOUR LINE
EXISTING GAS LINE
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
EXISTING UNDERGROUND TELEPHONE LINE
EXISTING FIBER OPTIC LINE
EXISTING STORM DRAINAGE PIPE
EXISTING TREE TO REMAIN
EXISTING STORM MANHOLE
EXISTING SEWER MANHOLE
EXISTING WATER METER
EXISTING WATER VALVE
FES 1
EXISTING DRAINAGE STRUCTURE
EXISTING SPOT ELEVATION+XXX.X
EXISTING TREE LINE
EXISTING GAS METER
EXISTING GAS VALVE
PROPOSED FIRE HYDRANT
PROPOSED GAS LINE
PROPOSED WATER LINE
PROPOSED SANITARY SEWER LINE
PROPOSED WATER VALVE
PROPOSED CHECK VALVE
PROPOSED POST INDICATOR VALVE
PROPOSED FIRE DEPT. CONNECTION
PROPOSED LEGEND
PROPOSED SIGN
PROPOSED BOLLARD
PROPOSED CURB AND GUTTER
PROPOSED FLUSH CURB AND GUTTER
PROPOSED FENCE
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
PROPOSED VEHICULAR CONCRETE PAVEMENT
PROPOSED STANDARD DUTY ASPHALT PAVEMENT
PROPOSED CONTOUR LINE
PROPOSED FLARED END SECTION
MH 1
PROPOSED STORM MANHOLE
PROPOSED STORM DRAINAGE PIPE
PROPOSED ROOF DRAIN PIPE
PROPOSED DRAINAGE STRUCTUREDI 1
PROPOSED SPOT ELEVATION
PROPOSED WATER METER
PROPOSED BACKFLOW PREVENTER
PROPOSED SEWER MANHOLE
SSMH 1
TEMPORARY TREE PROTECTION BARRICADE
TEMPORARY SILT FENCE
LIMITS OF GRADING/CONSTRUCTION
LINED GRASS SWALE
GRASS SWALE
TEMPORARY DIVERSION SWALE
PROPOSED CLEANOUT
PROPOSED DRAINAGE STRUCTURE
DI 1
EXISTING DOWNSPOUT
EXISTING CLEANOUT
TEMPORARY INLET PROTECTION
TEMPORARY SILT SACK
PROPOSED CONCRETE SIDEWALK
GENERAL SITE NOTES:
1.DIMENSIONS AND COORDINATE POINTS ARE TO FACE OF CURB, EDGE OF PAVEMENT, OR CORNER OF BUILDING UNLESS
OTHERWISE NOTED.
2.EXISTING CONDITION SHOWN ARE BASED ON INFORMATION PROVIDED BY OTHERS. SEE SHEET C100 FOR ADDITIONAL
INFORMATION.
3.ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL STANDARDS.
4.ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE OWNER OR ENGINEER PRIOR TO
PROCEEDING WITH WORK.
5.PRIOR TO BEGINNING CONSTRUCTION, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR
SHALL SECURE AND PAY FOR ALL PERMITS (BOTH SITE AND BUILDING RELATED) INCLUDING BUT NOT LIMITED TO
REGULATORY FEES, LICENSES, AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK.
6.THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES, AND RIGHT-OF-WAYS, PUBLIC AND
PRIVATE, PRIOR TO WORKING IN THESE AREAS.
7.GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND THE PUBLIC SHALL BE
PROTECTED FROM INJURY.
8.USE CAUTION WHEN REPRODUCING COPIES OF THE CONSTRUCTION DRAWINGS. COPIES ARE SUBJECT TO DISTORTION
AND INACCURACY IN THE SCALE OF DRAWINGS. VERIFY ANY DISCREPANCIES WITH THE DESIGNER OF RECORD.
9.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION AS AMENDED.
10.ALL PAVEMENT MARKINGS SHALL BE FOUR (4) INCHES WIDE UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
11.CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS.
12.CONTRACTOR SHALL SAW-CUT EXISTING ASPHALT PAVEMENT AREAS TO TIE IN SMOOTHLY TO PROPOSED PAVEMENT AT
DRIVEWAY ENTRANCES.
13.REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS.
14.THE ENGINEER WILL PROVIDE THE CONTRACTOR WITH AN ELECTRONIC FILE OF THESE DRAWINGS UPON REQUEST.
15.CONTACT THE UTILITY COMPANY TO RELOCATE ANY UTILITIES REQUIRED FROM COMPLETION OF THE PROJECT. ALL
EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE
RELOCATED AT THE EXPENSE OF THE CONTRACTOR.
16.ALL SIGNAGE MUST CONFORM TO NCDOT AND NEW HANOVER COUNTY STANDARDS.
17.LIGHTING PLAN BY OTHERS. ALL LIGHTING MUST BE IN ACCORDANCE WITH NEW HANOVER COUNTY UDO.
18.STOP BEFORE YOU DIG. CALL 811. IT'S THE LAW.
GRADING AND DRAINAGE NOTES:
1.CONTRACTOR SHALL PERFORM HIS OWN ESTIMATES AND SHALL PROVIDE ALL EARTHWORK NECESSARY TO ACHIEVE THE
DESIGN GRADE, INCLUDING ANY OFFSITE BORROW OR SPOILS REQUIRED.
2.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS, INCLUDING PAVING, LAWN AND LANDSCAPE
AREAS.
3.THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD
CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
4.CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK, BOTH PUBLIC AND
PRIVATE. CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL REPAIR ANY DAMAGE AS A
RESULT OF THIS CONTRACT.
5.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
6.THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, PARKING LOTS AND SIDEWALKS ARE FINISHED
ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR
AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
7.PIPE LENGTHS SHOWN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE SLOPES AND INVERTS AND SHALL NOT BE
CONSTRUED BY THE CONTRACTOR TO REPRESENT THE ACTUAL QUANTITY OF PIPE REQUIRED.
8.STORM STRUCTURE RIM ELEVATIONS LISTED FOR CURB INLETS AREA THE GRATE ELEVATIONS (FRONT OF GUTTER)
UNLESS OTHERWISE INDICATED.
9.CROSS SLOPE OF SIDEWALKS SHALL BE 1/4"/FT. (MAX).
10.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1
11.EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL; BACKFILL ASAP TO MINIMIZE EXPOSURE TO
THE AIR.
12.IN ORDER TO ENSURE ADEQUATE DRAINAGE FLOW LINES IN GUTTERS SHALL BE 0.50% MINIMUM.
13.SPOT ELEVATIONS ON CURB & GUTTER ARE THE FLOW LINE ELEVATIONS UNLESS OTHERWISE INDICATED.
14.ALL UTILITY LINES (ELEC, WATER, SANITARY, STORM) REQUIRE THE USE OF TRACER WIRER/TAPE INSTALLED ABOVE THE
PIPE AT 30" BELOW FINISH GRADE AND WARNING TAPE LOCATED AT 12" ABOVE THE PIPE.
18.THE AMENDED 2018 NCPC SECTION 306.2.4 TRACER WIRE, FOR PLASTIC SEWER (STORM AND SANITARY) PIPING, AN
INSULATED COPPER TRACER WIRE OR OTHER APPROVED CONDUCTOR SHALL BE INSTALLED ADJACENT TO AND OVER THE
FULL LENGTH OF THE PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE SHALL TERMINATE
AT THE CLEANOUT BETWEEN THE BUILDING DRAIN AND BUILDING SEWER. THE TRACER WIRE SIZE SHALL BE NOT LESS
THAN 14 AWG AND THE INSULATION TYPE SHALL BE LISTED FOR DIRECT BURIAL.
UTILITY NOTES:
1.ALL UTILITY CONSTRUCTION (PRIVATE AND PUBLIC) SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND
FEDERAL CODE REQUIREMENTS.
2.ALL UTILITIES MUST CONFIRM TO AQUA NORTH CAROLINA STANDARDS AND SPECIFICATIONS FOR MATERIALS AND
INSTALLATION.
3.CONTRACTOR IS REQUIRED TO SCHEDULE ANY REQUIRED PRE-CONSTRUCTION MEETINGS WITH UTILITY PROVIDERS PRIOR
TO INSTALLATION OF ANY UTILITIES.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES
(STORM DRAINAGE, ELECTRIC, GAS, TELEPHONE, ETC.) PRIOR TO CONSTRUCTION. INFORMATION SHOWN ON THIS PLAN IS
FOR REFERENCE ONLY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR.
5.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY IF ANY DISCREPANCIES BETWEEN THE
CONSTRUCTION PLANS AND ACTUAL FIELD CONDITIONS ARE FOUND.
6.MINIMUM COVER FOR ALL SANITARY SEWER LINES SHALL BE 3'-0". DUCTILE IRON PIPE SHALL BE SUBSTITUTED WHEN
MINIMUM COVER CAN NOT BE MAINTAINED.
7.THE STANDARD DEPTH OF COVER FOR WATER LINES SHALL BE 3'-0" MIN. EXCEPT AT VALVE OR HYDRANT LOCATIONS, OR
OTHER SPECIAL CONDITIONS.
8.THE CONNECTION TO EXISTING WATER MAINS SHALL BE PERFORMED ONLY AFTER ALL PRESSURE TESTING AND
CHLORINATION ARE SUCCESSFULLY COMPLETED AND THE LOCAL REVIEW AUTHORITY HAS APPROVED THE CONNECTION.
THE CONTRACTOR SHALL AVOID DISRUPTION OF EXISTING SERVICE.
9.REFER TO PLUMBING DRAWING SERIES FOR THE LOCATION OF WATER AND SANITARY SEWER SERVICE CONNECTIONS AT
THE BUILDING.
10.UNLESS OTHERWISE NOTED, THE PHYSICAL CONNECTION BETWEEN THE SITE UTILITY LINES AND THE PIPE INSTALLED BY
THE PLUMBING CONTRACTOR SHALL BE MADE BY THE SITE UTILITY CONTRACTOR.
11.PIPE LENGTHS SHOWN ON PLAN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE SLOPES AND INVERTS AND
SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO REPRESENT THE ACTUAL QUANTITY OF PIPE REQUIRED.
12.IF WATER LINE CROSSES OVER SANITARY SEWER WITH LESS THAN 18" INCHES VERTICAL CLEARANCE BOTH PIPES SHALL
BE DUCTILE IRON 10' EACH SIDE. IF WATER CROSSES UNDER THE SEWER REGARDLESS OF CLEARANCE, BOTH PIPES SHALL
BE DUCTILE IRON 10' EACH SIDE. IF WATER LINE RUNS PARALLEL TO SEWER LINE WITH LESS THAN 18" VERTICAL
CLEARANCE AND LESS THAN 10' SIDE CLEARANCE BOTH PIPES SHALL BE DUCTILE IRON.
13.ALL CONSTRUCTION SHALL ADHERE TO THE NEW HANOVER COUNTY AND NCDEQ STANDARDS. IN THE EVENT OF
CONFLICTING REQUIREMENTS, THE MOST STRINGENT SHALL APPLY.
14.IF REQUIRED BY NUMBER 10 ABOVE, REPLACE EXISTING SEWER WITH DUCTILE IRON PIPE, CLASS 350 WORKING PRESSURE
WITH GASKETED JOINTS, 10' EACH SIDE OF WATER MAIN.
15.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS,
OR OTHER WATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS
REQUIRED BACKFLOW PREVENTER.
16.EACH REQUIRED BACKFLOW PREVENTION ASSEMBLY IS REQUIRED TO BE TESTED BY THE PROVIDER AND APPROVED
PRIOR TO PLACING THE WATER SYSTEM IN SERVICE.
17.CONTRACTOR IS REQUIRED TO REQUEST ANY REQUIRED UTILITY INSPECTION AND PROVIDE DOCUMENTATION OF PASSING
INSPECTION TO THE ENGINEER PRIOR TO USE.
18.UTILITY PROVIDER MUST BE ONSITE TO WITNESS THE METER RELOCATION AND ALL METER AND NEW TAP INSTALLATIONS.
IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WORK WITH UTILITY PROVIDER.
19.UTILITY PROVIDER MUST BE ONSITE TO WITNESS SEWER CONNECTIONS. IT IS THE CONTRACTORS RESPONSIBILITY TO
COORDINATE WORK WITH AQUA NC UTILITIES.
STORMWATER AND PERMITTING NOTES:
1.AN NCDEQ STORMWATER PERMIT IS REQUIRED FOR THE PROJECT. NO IMPERVIOUS CAN BE PLACED ONSITE PRIOR TO
APPROVAL OF AN NCDEQ STORMWATER PERMIT.
2.AN NCDEQ SEDIMENT AND EROSION CONTROL PERMIT WILL BE REQUIRED. NO DISTURBANCE OF GREATER THAN 1 ACRE
CAN OCCUR PRIOR TO APPROVAL.
3.THERE ARE NO KNOWN SURFACE WATERS OR WETLANDS LOCATED WITHIN THE PROJECT AREA.
TEMPORARY STONE DAM
N=117117.7792
E=2333484.6430
EIPD
EIP
EIP
ECM
EIP
NIP
ECM
PP
PP
14''
Pine
28''
Pine
12''
Cedar
16''
Gum
17''
Gum12''
Gum
12''
Gum
12''
Gum
12''
Gums
12''
Gum
12''
Gum
12''
Gum 13''
Gum
14''
Gum
19''
Pine
20''
Pine
9''
Hdwd
8''
Mag
12''
Mag
16''
Pine
15''
Pine 21''
Pine
29''
Pine
12''
Gum
10''
Hdwd
9''
Hdwd
12''
Hdwd
12''
Mag
22''
Oak
14''
Maple
12''
Gum8''
Oak
13''
Mag
14''
Oak
8''
Hdwd
19''
Pine
11''
Oak
13''
Oak22''
Pine
16''
Pine18''
Pine
15''
Pine
13''
Pine
20''
Pine
26''
Pine19''
Pine
16''
Pine
14''
Pine
12''
Pine14''
Pine
15''
Pine
12''
Pine
17''
Pine
12''
Pine
12''
Pine 12''
Pine
12''
Pine
12''
Pine
16''
Pine
13''
Pine
16''
Pine
17''
Pine
Pine
22''
Pine
18''
Pine
15''
Pine
16''
Pine
16''
Pine
15''
Pine
15''
Pine
22''
Pine
20''
Pine
28''
Pine
23''
Pine
19''
23''
Pine
15''
Pine
12''
Mag
NOW OR FORMERLY
ASMW PROPERTIES, LLC
NHC ID No: R08500-002-021-000
DEED BOOK 6520 PG 676
N=117123.6310
E=2333808.1102
NIP
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
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EXISTING
CONDITIONS AND
DEMOLITION
PLAN
C100
NORTH
Know what's below.
Call before you dig.
TREE PROTECTION
FENCING (TYP)
GENERAL NOTES:
1.SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.
2.SEE SHEET C200 FOR SITE PLAN.
TREE REMOVAL
GENERAL SITE NOTES:
1.SURVEY INFO PROVIDED BY OWNER. ELEVATIONS AND DISTANCES BASED ON NAD83 AND NAVD88.
2.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. FOOT UNLESS OTHERWISE NOTED.
3.PROPERTY MAY BE SUBJECT TO ANY/ALL EASEMENTS AND RESTRICTIONS OF RECORD. THIS SURVEY IS A CORRECT
REPRESENTATION OF THE LAND PLATTED AND OR DEEDED AND HAS BEEN PREPARED WITHOUT THE BENEFIT OF A FULL
TITLE REPORT. A NORTH CAROLINA LICENSED ATTORNEY-AT-LAW SHOULD BE CONSULTED REGARDING CORRECT
OWNERSHIP, WIDTH AND LOCATION OF EASEMENTS, AND OTHER TITLE EXAMINATION.
4.NCGS MONUMENT E 233 RESET PID: EA0663 AND FREEMAN PID: EA0664 IS WITHIN 2,000 FEET OF PROPERTY.
5.FLOOD NOTE: THIS PROPERTY IS LOCATED IN ZONE X ACCORDING TO FEMA FLOOD MAP: | NEW HANOVER COUNTY-CID:
372031 | PANEL: 3100 | SUFFIX: K | EFFECTIVE DATE: 8/28/2018 |
EXISTING ELECTRIC POLE TO BE
RELOCATED FOR DRIVEWAY
ACCESS (CONTRACTOR TO
COORDINATE WITH POWER
SERVICE PROVIDER)
EXISTING 20' DRAINAGE
EASEMENT
EXISTING OFFSITE FEATURES
TO REMAIN UNDISTURBED.
CONTRACTOR TO VERIFY
LOCATIONS.
OPEN CUT/PATCH AS
REQUIRED FOR FORCEMAIN
CONNECTION (TYP)
10'
32
'
CONTRACTOR TO COORDINATE WITH
CAPESIDE VILLAGE FOR ALL LANDSCAPE
ISLAND FEATURES THAT MUST BE
DISTURBED WITH OPEN CUT/PATCH
030 3015
SCALE: 1' = 30'
60
N=117117.7792
E=2333484.6430
EIPD
EIP EIP
NIP
14''
Pine
14''
Pine
15''
Pine
12''
Pine
17''
Pine
12''
Pine
16''
Pine
N=117123.6310
E=2333808.1102
NIP
10
'
B
U
F
F
E
R
20
'
S
E
T
B
A
C
K
20' SETBACK
10' BUFFER
OPEN SPACE
20,193 SF ±
5 2 143687
16151413
4,387 SF
4 UNIT - MULTI-FAMILY
RESIDENCE
FFE: 14.00
1211109
4,387 SF
4 UNIT - MULTI-FAMILY
RESIDENCE
FFE: 14.00
SCM
(WET POND)
4,060 SF
4 UNIT - MULTI-FAMILY
RESIDENCE
FFE: 14.00
4,060 SF
4 UNIT - MULTI-FAMILY
RESIDENCE
FFE: 14.00
10' BUFFER
20
'
S
E
T
B
A
C
K
10
'
B
U
F
F
E
R
20' SETBACK
NORTH
Know what's below.
Call before you dig.
020 2010
SCALE: 1' = 20'
40
AS
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
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SITE PLAN
C200
SITE DATA:
1.PARCEL ID: R08500-002-022-000
2.PROJECT ADDRESS:
7578 CAROLINA BEACH ROAD
WILMINGTON, NC 28412
3.PROPERTY DEED AND PLAT
DB: 6520 PG: 676
MB: -PG: -
4.OWNER:
ASMW PROPERTIES, LLC
708 MONROE AVENUE
CAROLINA BEACH, NC 28428
5.LAND USE:
CURRENT LAND USE - VACANT
PROPOSED LAND USE -MULTI-FAMILY RESIDENTIAL
6.ZONING - NEW HANOVER COUNTY: (CZD) RMF-M - RESIDENTIAL MULTI-FAMILY MODERATE DENSITY
7.PARCEL ACREAGE: 1.50 AC
8.BUILDING SETBACKS:
ALL SIDES: 20 FEET
9.BUILDING SIZE: 4,387 SF (2 BUILDINGS)
4,060 SF (2 BUILDINGS)
10.BUILDING HEIGHT: MAX. 3 STORIES
11.PARKING REQUIREMENTS (PER UDO):
RESIDENTIAL MULTI-FAMILY (16 DWELLING UNITS W/ 2+ BEDROOMS)
REQUIRED: 2 SPACE PER 1 DWELLING UNIT MIN.
32 SPACES
PROVIDED: 32 SPACES
12.TRAFFIC IMPACT (PER ITE) - BY OTHERS:
ITE LAND USE: RESIDENTIAL TOWNHOUSE (230)
TRIP GENERATION USE: PER DWELLING UNIT (16 DWELLING UNITS)
AM PEAK HOUR TRIPS: 7
PM PEAK HOUR TRIPS: 8
13.OPEN SPACE REQUIREMENTS (PER UDO):
REQUIRED : 1.50 AC X 20% = 0.30 AC
PROVIDED: 0.46 AC (20,193 SF)
14.FEMA FLOOD ZONE: ZONE X (FIRM PANEL 3720313100K)
GENERAL NOTES:
1.SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.
2.SEE SHEET C100 FOR EXISTING CONDITIONS AND DEMOLITION PLAN.
STANDARD DUTY ASPHALT
PAVING (ROAD) (TYP)
STANDARD DUTY
CONCRETE PAVING
(DRIVEWAY APRON) (TYP)
70' X 10' SIGHT TRIANGLE
20'
20
'
(T
Y
P
)
12.4'
(TYP)
25
'
(T
Y
P
)
GRAVEL (PUMPSTATION)
(TYP)
22'
(TYP)
20.5'
(TYP)
17
'
(T
Y
P
)
24'
(TYP)
38'
(TYP)18
'
(T
Y
P
)
96'
45
'
35'
35
'
6'10'12'
STANDARD DUTY
CONCRETE PAVING
(PUMPSTATION ACCESS) (TYP)
CLEANOUT (TYP)
SANITARY SEWER
MANHOLE (TYP)
STORM SEWER
DROP INLET (TYP)
R
3
0
'
24" RCP DRIVEWAY CULVERT
25
'
(T
Y
P
)
22'
(TYP)6'
20'
(TYP)
R
1
5
'
R15
'
24'
(TYP)
EXISTING 20' DRAINAGE
EASEMENT
PERIMETER FENCING
(MIN. 6' IN HEIGHT) (TYP)
22'
(TYP)
88'88'
96'
45
'
53
'
53
'
R30'
41'
(TYP)
CONCRETE
PATIO (TYP)
10'
(TYP)
6'
(T
Y
P
)
30' PUBLIC R/W
5' PUBLIC UTILITY EASEMENT
5' PUBLIC UTILITY EASEMENT
30' PUBLIC R/W
10
10
9
9
11
12
10
8
9
11
12
13
14
12
1
0
10
10
11
11
11
12
13
9
8
1
2
10
11
12 11
11
1
2
W W W W W W W W W W W
W
W
W
W
IE IN 8.51
IE OUT 8.59
32-LF 24" RCP
13 13
13
10
'
B
U
F
F
E
R
20
'
S
E
T
B
A
C
K
20' SETBACK
10' BUFFER
5 2 143687
161514131211109 5
10
3
4
6
7
8
9
11
12
13
5
4
6
7
8
1414
11
12
13
14
12
13
14
10' BUFFER
20
'
S
E
T
B
A
C
K
10
'
B
U
F
F
E
R
20' SETBACK
FES 100
RIM 10.83
IE IN SW 8.50
DI 101
RIM 12.68
IE OUT NE 8.85
IE IN W 8.95
IE IN E 8.95
DI 102
RIM 12.68
IE OUT E 9.97
IE IN S 10.07
OS 301
RIM 12.50
IE OUT NE 8.75
FES 300
RIM 10.83
IE IN SW 8.50
DI 104
RIM 11.96
IE OUT W 9.48
YD 105
RIM 12.50
IE OUT N 10.83
IE IN W 10.83
IE IN E 10.83
YD 106
RIM 12.50
IE OUT E 11.15
YD 107
RIM 12.50
IE OUT W 11.15
DI 103
RIM 13.20
IE OUT N 10.72
IE IN S 10.72
FES 200
RIM 3.08
IE IN NW 8.75
YD 201
RIM 12.97
IE OUT SE 9.06
IE IN W 9.56
YD 202
RIM 13.03
IE OUT E 10.06
IE IN W 10.56
YD 203
RIM 13.19
IE OUT E 10.83
65
-
L
F
15
"
R
C
P
@
1
.
0
0
%
102-LF
18" RCP @1.00%
41-
L
F
24"
R
C
P
@
0
.
8
5
%
53-L
F
24" R
C
P
@
0
.
4
7
%
71-L
F15"
R
C
P
@
0
.
7
5
%
64-LF
8" PVC @0.50%
64-LF
8" PVC @0.50%
21-LF
12" PVC @0.52%
98-LF
12" PVC @0.51%54-LF
12" PVC @0.50%
30-LF
12" PVC @1.05%
NORTH
Know what's below.
Call before you dig.
020 2010
SCALE: 1' = 20'
40
AS
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
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STORMDRAIN
PLAN
C300
PRE-DEVELOPMENT IMPERVIOUS AREA
BUILDINGS:0 SF 0.00 AC
PARKING / DRIVES:0 SF 0.00 AC
SIDEWALKS:0 SF 0.00 AC
OTHER:0 SF 0.00 AC
TOTAL:0 SF 0.00 AC
TOTAL PROP. AREA:65,340 SF 1.50 AC
% IMPERVIOUS:0.0 %
POST-DEVELOPMENT IMPERVIOUS AREA
BUILDINGS:16,894 SF 0.39 AC
PARKING / DRIVES:15,509 SF 0.36 AC
SIDEWALKS:0 SF 0.00 AC
OTHER:1,405 SF 0.03 AC
OFF-SITE 0 SF 0.00 AC
TOTAL:33,808 SF 0.78 AC
TOTAL PROP. AREA:65,340 SF 1.50 AC
% IMPERVIOUS:51.7 %
GENERAL NOTES:
1.SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.
2.SEE SHEET C100 FOR EXISTING CONDITIONS AND DEMOLITION PLAN.
3.SEE SHEET C200 FOR SITE PLAN.
STORMWATER AND EROSION CONTROL:
1.A NCDEQ STORMWATER AND EROSION CONTROL PERMIT WILL BE REQUIRED FOR THE PROJECT.
2.STREAM NAME: TELFAIRS CREEK
3.STREAM INDEX:18-87-31.5-1
4.RIVER BASIN:CAPE FEAR
5.CLASSIFICATION:SC;Sw
6.THERE ARE NO KNOW SURFACE WATERS OR WETLANDS WITHIN THE PROJECT BOUNDARY
EXISTING 20' DRAINAGE
EASEMENT
DROP INLET (TYP)
FLARED END
SECTION (TYP)
ROOF CONNECTION TO
STORM SEWER (TYP)
ROOF CONNECTION TO
STORM SEWER (TYP)
YARD INLETS WITH 0.5' SUMP
FOR PRE-TREATMENT (TYP)
10
10
9
9
11
12
10
8
9
11
12
13
14
12
1
0
10
10
11
11
11
12
13
9
8
1
2
10
11
12 11
11
1
2
13 13
13
10
'
B
U
F
F
E
R
20
'
S
E
T
B
A
C
K
20' SETBACK
10' BUFFER
5 2 143687
161514131211109 5
10
3
4
6
7
8
9
11
12
13
5
4
6
7
8
1414
11
12
13
14
12
13
14
11.7
9
12
.
2
1
11.9
9
13
.
8
2
13.9
3
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8
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8
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13
.
7
3
13
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4
4
13
.
7
5
13
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13
.
9
1
13.9
8
13
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9
3
13
.
5
0
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13
.
9
3
13
.
9
3
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.
9
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.
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3
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.
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0
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3
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.
8
1
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.
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7
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6
5
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6
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2
13
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8
2
13
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1
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.
9
8
13
.
7
3
13
.
0
5
13
.
5
0
13
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8
2
13
.
8
2
13
.
8
2
13
.
8
2
13
.
8
2
13
.
8
2
13
.
8
2
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8
2
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8
2
13
.
8
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8
2
13
.
8
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8
2
13
.
8
2
13
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8
2
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.
8
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13
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8
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2
12
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8
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12
.
9
7
13
.
0
3
13
.
1
9
10' BUFFER
20
'
S
E
T
B
A
C
K
10
'
B
U
F
F
E
R
20' SETBACK
NORTH
Know what's below.
Call before you dig.
020 2010
SCALE: 1' = 20'
40
AS
M
W
M
U
L
T
I
-
F
A
M
I
L
Y
H
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M
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S
75
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Wi
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
Y:
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N
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GRADING PLAN
C301
GENERAL NOTES:
1.SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.
2.SEE SHEET C100 FOR EXISTING CONDITIONS AND DEMOLITION PLAN.
3.SEE SHEET C200 FOR SITE PLAN.
EXISTING 20' DRAINAGE
EASEMENT
10
10
9
9
11
12
10
10
11
11
11
IE OUT 8.59
32-LF 24" RCP
13
13
10
'
B
U
F
F
E
R
20
'
S
E
T
B
A
C
K
20' SETBACK
10' BUFFER
5
10
3
4
6
7
8
9
11
12
13
5
4
6
7
8
12
13
14
FES 100
RIM 10.83
IE IN SW 8.50
DI 101
RIM 12.68
IE OUT NE 8.85
IE IN W 8.95
IE IN E 8.95
OS 301
RIM 12.50
IE OUT NE 8.75
FES 300
RIM 10.83
IE IN SW 8.50
DI 104
RIM 11.96
IE OUT W 9.48
FES 200
RIM 3.08
IE IN NW 8.75
YD 201
RIM 12.97
IE OUT SE 9.06
IE IN W 9.56
102-LF
18" RCP @1.00%
41-
L
F
24"
R
C
P
@
0
.
8
5
%
53-L
F
24" R
C
P
@
0
.
4
7
%
71-L
F15"
R
C
P
@
0
.
7
5
%
98-LF
12" PVC @0.51%
30-LF
12" PVC @1.05%
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
Y:
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WET POND #1
DETAILS
C304
Know what's below.
Call before you dig.
020 2010
SCALE: 1' = 20'
40
EL.=11.90 EMERGENCY SPILLWAY
CLASS "B" RIP RAP
12" THICK
24" RCP (CLASS III)
W/ O-RING GASKETS
ALIGN CONTROL
STRUCTURE
W/ TRASH RACK
10' MIN.
EMBANKMENT PLACED IN
LIFTS AND COMPACTED
TO STANDARD PROCTOR.
1
3
BOTTOM EL.= 6.00
SEDIMENT STORAGE
ELEV. = 5.00
1
3
POND MAINTENANCE INFORMATION MUST BE POSTED
AT SITE. FIELD CONFIRM LOCATION OF SIGN WITH
ENGINEER. SIGN PROVIDED BY CONTRACTOR.
FOREBAY BERM
TO FES
ANTI-SEEP COLLARS (TYP.)
WIDTH = BARREL DIA. PLUS 3'.
SEDIMENT STORAGE ELEV.= 3.00
100-YR ELEV.= 11.74
TOP OF BERM
EL 8.75 PRESSURE TREATED
4"X4" POST
CONCRETE FOOTING
24"X30" ALUMINUM SIGN. SEE
DETAIL 4 THIS SHEET. SUBMIT
SHOP DRAWINGS FOR APPROVAL.
BEVELED TOP
TO
F
E
S
MANHOLE STEPS
PLAN VIEW
SI
D
E
S
E
C
T
I
O
N
N.T.S.
2"X2" STEEL
ANGLE FRAME
THIS SECTION TO HINGE
OPEN FOR ACCESS.
ALIGN WITH STEPS
2"X2" STEEL ANGLE
WELDED TO SUPPORT
2"X2" STEEL
ANGLE WELDED
TO SUPPORT
HINGE
ASSEMBLY
#4 BARS @ 6" O.C.
NOTES:
1. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL
2. SHOP PRIME AND PAINT TRASH RACK WITH 2 COATS OF GREY
EXTERIOR ENAMEL.
SEE PLAN FOR PIPE DIA. (TYP.)
EXTEND CONCRETE 12" MINIMUM INTO
UNDISTURBED TRENCH BOTTOM. BEDDING
MATERIAL SHALL NOT BE INSTALLED WHERE
ANTI-SEEP COLLAR IS LOCATED.
NOTES:
1.SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL.
2.CONTRACTOR SHALL PROVIDE SUITABLE FORMING (TO BE REMOVED) TO CONTAIN
CONCRETE FOR PROPER SHAPE AND DIMENSIONS.
3.PLACE ANTI-SEEP COLLARS AT LOCATIONS AND SPACING SHOWN ON SAND FILTER / DRY
DETENTION DETAILS.
4.ANTI-SEEP COLLARS SHOULD BE FORMED AND INSPECTED PRIOR TO POURING.
SIDE VIEWFRONT VIEW
CLASS B
CONCRETE
TRENCH
BOTTOM
POND CONSTRUCTION:
1. UPPER SIX (6") INCHES OF FINE GRAINED SOILS (ML, MH, CL, CH, SC). IF GRANULAR SOILS ARE ENCOUNTERED IN THE PROPOSED POND BOTTOM
AND SIDES UP TO 2' ABOVE WATER LEVEL. THEY ARE TO BE UNDERCUT SIX (6") INCHES AND REPLACED WITH THE AFOREMENTIONED FINE SOILS.
2. EXISTING MATERIALS IN THE POND BOTTOM AND SIDES SHALL BE CONDITIONED TO ACHIEVE A PERMEABILITY (K) RATE OF 1X10^-5CM/S IN ORDER
TO MAINTAIN THE REQUIRED NORMAL POOL ELEVATION.
3. THE UPPER SIX (6") INCHES OF SOIL IS TO BE SCARIFIED AND COMPACTED TO A MINIMUM OF NINETY-EIGHT (98%) OF IT'S STANDARD PROCTOR
MAXIMUM DRY DENSITY. MOISTURE CONTENT OF SOILS SHALL BE ADJUSTED TO WITHIN TWO (2) TO SIX (6) PERCENT WET OF OPTIMUM MOISTURE
TOP EL.= 11.80
18" COVER MIN.
WATER QUALITY ORIFICE,
SEE DETAIL ON RIGHT
24" RCP
INV. = 8.75
TOP OF BANK EL.= 13.00
CAST-IN-PLACE BASE SECTION
TO FES
RUBBER SEAL, FILL JOINTS WITH
GROUT
MANHOLE STEPS @ 14" O/C
8'X8' 4000 PSI CONC.
FOOTING WITH (2) MATS OF
#5 BAR @ 6" O/C EACH WAY
6" THICK, 4000 PSI CONC.
WALL WITH #5 BAR @ 6"
O/C EACH WAY
HEAVY DUTY PRECAST REINFORCED
CONCRETE RISER SECTIONS PER
N.C.D.O.T. SPECIFICATIONS
12" OF #57 STONE
COMPACTED TO 98%
FRONT ELEVATION
SIDE SECTION
WATER QUALITY ORIFICE DETAIL
OUTLET
STRUCTURE
1.0" WATER
QUALITY
ORIFICE
1.0" PVC PIPE
1 Dry Detention Pond Details
N.T.S.
24" RCP (CLASS III) W/
O-RING GASKETS
18" CONCRETE GROUT
COMPACTED
SUBGRADE, 95% STD.
PROCTOR
COMPACTED
SUBGRADE, 95% STD.
PROCTOR
ANCHOR TOP
N.T.S.
N.T.S.N.T.S.
INV. OUT= 8.75
8'X8' 4000 PSI
CONC. FOOTING
INV: 8.75
PYRAMID TRASH RACK
(SEE PLAN VIEW)
PYRAMID TRASH RACK (SEE PLAN VIEW)
PRECAST OUTLET STRUCTURE
ALLOWED WITH APPROVED SHOP
DRAWING.
TOP OF BANK EL.= 13.00
EMERGENCY SPILLWAY EL= 11.90
BOTTOM ELEV.= 4.00
PERMANENT POOL ELEV.= 8.75
EL.= 13.00
ORIFICE EL. = 8.75
CLASS B RIPRAP
CHANNEL, MIN 18"
DEPTH
FILTER FABRIC, OVERLAP
SEAMS 1 FT. MIN.
OUTLET STRUCTURE
POND SECTION VIEW
POND PLAN VIEW
EMERGENCY SPILLWAY
EL. 11.90
WQv ELEV.= 10.40
SEDIMENT
FOREBAY
POND SLOPES:
1.VEGETATED SHELF - 6':1'
2.ABOVE VEGETATED SHELF - 2':1'
3.BELOW VEGETATED SHELF - 2':1'
NORTH
EMERGENCY
SPILLWAY (TYP)
FLARED END
SECTION (TYP)
PROVIDE NCDEQ APPROVED
PLANTING SPECIES AND FREQUENCY
FOR VEGETATED SHELF
FOREBAY BERM
(TYP)
3'
WQV EL.= 10.40 WEIR INV EL.= 10.401.5' WEIR EL.= 10.40
(1 SIDE)INERNAL WEIR = 10.40
WEIR INV EL.= 11.70
4.5' WEIR EL.= 11.70
(1 SIDE)
PP
W W W W W W W
W
W
W
10
'
B
U
F
F
E
R
20
'
S
E
T
B
A
C
K
20' SETBACK
10' BUFFER
5 2 143687
161514131211109
SCM
(WET POND)
10' BUFFER
20
'
S
E
T
B
A
C
K
10
'
B
U
F
F
E
R
20' SETBACK
NORTH
Know what's below.
Call before you dig.
030 3015
SCALE: 1' = 30'
60
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
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OVERALL
UTILITY PLAN
C400
GENERAL NOTES:
1.SEE SHEET C100 FOR EXISTING CONDITIONS AND DEMOLITION PLAN.
2.SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.
3.SEE SHEET C200 FOR SITE PLAN.
4.SEE SHEET C401 FOR OFFSITE PLAN AND PROFILE.
5.SEE SHEET C402 FOR ONSITE PLAN AND PROFILES.
EXISTING FORCEMAIN.
CONTRACTOR TO VERIFY
LOCATION AND SIZE.
EXISTING WATERMAIN.
CONTRACTOR TO VERIFY
LOCATION AND SIZE.
PROPOSED 4" PVC FORCEMAIN
(MIN 5' DEPTH)
(TO PUMP STATION)
PROPOSED FORCEMAIN TO CONNECT TO
EXISTING FORCEMAIN ALONG CAPESIDE DRIVE.
CONTRACTOR TO VERIFY LOCATION AND SIZE.
PROPOSED 8" PVC
GRAVITY SEWER
PROPOSED 8" PVC
WATERMAIN
PROPOSED 4" PVC
FORCEMAIN (TO
EXISTING MAIN)
30' PUBLIC R/W
5' PUBLIC UTILITY EASEMENT
PUMP STATION UTILITY
EASEMENT
5' PUBLIC UTILITY EASEMENT
5' PUBLIC UTILITY EASEMENT
30' PUBLIC R/W
EXISTING 20' DRAINAGE
EASEMENT
57'
69
'
8'
EXISTING OFFSITE FEATURES
TO REMAIN UNDISTURBED.
CONTRACTOR TO VERIFY
LOCATIONS.
PP
10+00
11+00
12+00
13+
0
0
13
+
2
2
10+50
11+50
12+50
5 2 143687
10' BUFFER
20' SETBACK
10
.
1
8
EL
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A
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I
O
N
STATION
OFFSITE FORCEMAIN PROFILE
-10
0
10
20
30
-10
0
10
20
30
9+75 10+00 11+00 12+00 13+00 13+50
9+75 10+00
11
.
5
8
11+00
10
.
8
3
12+00
10
.
7
8
13+00
11
.
2
5
13+50
10
.
1
6
NORTH
Know what's below.
Call before you dig.
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
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OFFSITE UTILITY
PLAN & PROFILE
C401
GENERAL NOTES:
1.SEE SHEET C100 FOR EXISTING CONDITIONS AND DEMOLITION PLAN.
2.SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.
3.SEE SHEET C200 FOR SITE PLAN.
4.SEE SHEET C400 FOR OVERALL UTILITY PLAN.
5.SEE SHEET C402 FOR ONSITE PLAN AND PROFILES.
EXISTING 6" PVC FORCEMAIN.
CONTRACTOR TO VERIFY
LOCATION AND SIZE.
EXISTING 8" PVC WATERMAIN.
CONTRACTOR TO VERIFY
LOCATION AND SIZE.
322 LF OF PROPOSED 4" PVC
FORCEMAIN (MIN 5' DEPTH)
(TO PUMP STATION)
PROPOSED GRADE
EXISTING GRADE
MIN. 5'
PROPOSED 4"
PVC FORCEMAIN EXISTING FORCEMAIN.
CONTRACTOR TO VERIFY
LOCATION AND SIZE.
EXISTING WATERMAIN.
CONTRACTOR TO VERIFY
LOCATION AND SIZE.
20 0 10 20 40
HORIZONTAL SCALE: 1"=20'
5 0 2.5 5 10
VERTICAL SCALE: 1"=5'
PUMP STATION
UTILITY EASEMENT
57'
69
'
8'
EXISTING OFFSITE FEATURES
TO REMAIN UNDISTURBED.
CONTRACTOR TO VERIFY
LOCATIONS.
CONTRACTOR TO COORDINATE
WITH POWER PROVIDER WHEN
WORKING WITHIN 10 LF OF
POWER LINES.
MIN. 2'
MIN. 2' VERTICAL SEPARATION
BETWEEN PROPOSED FORCEMAIN
AND EXISTING WATERMAIN (TYP).
EXISTING 6" PVC FORCEMAIN.
CONTRACTOR TO VERIFY
LOCATION AND SIZE.
EXISTING 8" PVC WATERMAIN.
CONTRACTOR TO VERIFY
LOCATION AND SIZE.
(1) 4" PLUG VALVE ALONG
PROPOSED 4" PVC FORCEMAIN
(1) 6" PLUG VALVE ALONG
EXISTING 6" PVC FORCEMAIN
PROPOSED FORCEMAIN TO CONNECT TO
EXISTING FORCEMAIN ALONG CAPESIDE DRIVE.
CONTRACTOR TO VERIFY LOCATION AND SIZE.
OPEN CUT/PATCH AS
REQUIRED FOR FORCEMAIN
CONNECTION (TYP)
10'
32
'
EL
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I
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STATION
ROAD A PROFILE
0
10
20
0
10
20
9+75 10+00 11+00 12+00 13+00 13+50
9+75 10+00
10
.
0
8
13
.
5
7
11+00
12
.
3
4
12
.
7
6
12+00
11
.
5
4
12
.
7
7
13+00
10
.
3
2
12
.
1
0
13+50
PROPOSED 42-LF
8" PVC @0.50%
PROPOSED 191-LF
8" PVC @0.50%
MH 104
RIM 13.53'
I.E. OUT 8.00'
(10+20)
MH 103
RIM 12.80'
I.E. OUT 6.95'
I.E. IN 7.05'
(12+11)
MH 102
RIM 12.36'
I.E. OUT 6.64'
I.E. IN 6.74'
(12+56)
ROAD A
ROA
D
A
W W W W W W W W W W W
W
W
W
W
PS 100
MH 101
MH 102
MH 104 MH 103
10+00
10+34
10
+
0
0
10
+
3
7
10
'
B
U
F
F
E
R
20
'
S
E
T
B
A
C
K
20' SETBACK
10' BUFFER
5 2 143687
161514131211109
SCM
(WET POND)
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
13
+
3
9
10
+
5
0
11
+
5
0
12
+
5
0
10' BUFFER
20
'
S
E
T
B
A
C
K
10
'
B
U
F
F
E
R
20' SETBACK
EL
E
V
A
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I
O
N
STATION
GRAVITY SANITARY SEWER (MH 102 - PS 100) PROFILE
0
10
20
0
10
20
9+75 10+00 10+50
9+75 10+00
10
.
9
3
12
.
3
6
10+50
PROPOSED 15-LF
8" PVC @0.47%
PROPOSED 19-LF
8" PVC @0.47%
MH 101
RIM 12.56'
I.E. OUT 6.45'
I.E. IN 6.55'
(10+19)
MH 102
RIM 12.36'
I.E. OUT 6.64'
I.E. IN 6.74'
(10+00)
PS 100
RIM 12.67'
I.E. IN 6.38'
(10+34)
EL
E
V
A
T
I
O
N
STATION
ONSITE FORCEMAIN PROFILE
0
10
20
0
10
20
9+75 10+00 10+50
9+75 10+00
10
.
9
6
12
.
5
8
10+50 NORTH
Know what's below.
Call before you dig.
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
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ONSITE UTILITY
PLAN & PROFILE
C402
GENERAL NOTES:
1.SEE SHEET C100 FOR EXISTING CONDITIONS AND DEMOLITION PLAN.
2.SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.
3.SEE SHEET C200 FOR SITE PLAN.
4.SEE SHEET C400 FOR OVERALL UTILITY PLAN.
5.SEE SHEET C401 FOR OFFSITE PLAN AND PROFILE.
PROPOSED GRADE
20 0 10 20 40
HORIZONTAL SCALE: 1"=20'
5 0 2.5 5 10
VERTICAL SCALE: 1"=5'
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
PROPOSED 4"
FORCEMAIN
PROPOSED 18"
RCP STORMDRAIN
1.9'
MIN. 3'
PROPOSED 8"
WATERMAIN
PROPOSED 8"
PVC WATERMAIN
EXISTING 6" PVC FORCEMAIN.
CONTRACTOR TO VERIFY
LOCATION AND SIZE.
EXISTING WATERMAIN.
CONTRACTOR TO VERIFY
LOCATION AND SIZE.
PROPOSED
WATERMAIN TAP
INTO EXISITNG
PROPOSED 8" PVC GRAVITY
SANITARY SEWER
PROPOSED 4"
PVC FORCEMAIN
PROPOSED
FORCEMAIN TAP
INTO EXISITNG
MIN. 3'
1.5'
WATER / STORM
CROSSING. PROVIDE
MIN. 1.5' SEPARATION.
SANITARY / STORM CROSSING
PROPOSED
WATERMAIN TAP
INTO EXISITNG
30' PUBLIC R/W
5' PUBLIC UTILITY EASEMENT
CLEANOUT (TYP)
4" PVC SANITARY
SEWER LATERAL
(MIN 1.0%)
1" DOMESTIC WATER
SERVICE METER (TYP)
1" DOMESTIC WATER
SERVICE (TYP)
UTILITY NOTES:
1.EACH DWELLING UNIT SHALL INCLUDE THE INSTALLATION OF:
1.1.(1) CLEANOUT (TYP)
1.2.4" PVC SANITARY SEWER LATERAL (MIN 1.0%) (TYP)
1.3.(1) 1" DOMESTIC WATER METER (TYP)
1.4.1" DOMESTIC WATER SERVICE (TYP)
(1) FIRE HYDRANT
ASSEMBLY (TYP)
PROPOSED 24"
RCP STORMDRAIN
30' PUBLIC R/W
(1) YARD HYDRANT
ASSEMBLY (TYP)
EXISTING WATERMAIN.
CONTRACTOR TO VERIFY
LOCATION AND SIZE.
PROVIDE MIN. 1.5'
SEPARATION.
5' PUBLIC UTILITY EASEMENT
5' PUBLIC UTILITY EASEMENT
PROPOSED 24" RCP
DRIVEWAY CULVERT
4" PLUG VALVE
(TYP)
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
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SITE DETAILS
C503
1 Asphalt Pavement Detail
N.T.S.
FINISH GRADE
PROVIDE COMPACTED
BEVELED EDGE
Standard Duty Paving Section
Heavy Duty Paving Section
CARRY BASE COURSE 12"
BEYOND SURFACE COURSE
12"
CURB AND GUTTER
AT LOCATIONS WITHOUT
(2 LIFTS), SEE GEOTECH REPORT
3.0" S.9.5B SUPERPAVE ASPHALT SURFACE COURSE
1
2
NOTES
COMPACTED
ABC
6"
(98% STD. PROCTOR)
COMPACTED SUBGRADE 98% STD.
PROCTOR. COMPACT UPPER 24" MINIMUM
OF 100% DENSITY (ASTM D-698). SEE
SPECIFICATIONS
CARRY ABC COURSE
BEYOND BACK OF CURB
FINISH GRADE
1
2
CARRY BASE COURSE 12"
BEYOND SURFACE COURSE
12"
CURB AND GUTTER
AT LOCATIONS WITHOUT
PROVIDE COMPACTED
BEVELED EDGE
2" - S9.5B SUPERPAVE ASPHALT
6"
2"
(2 LIFTS, MIN)
COMPACTED SUBGRADE 95% STD. PROCTOR.
COMPACT UPPER 24" MINIMUM OF 100% DENSITY
(ASTM D-698). SEE SPECIFICATIONS
6" COMPACTED ABC
(98% STD. PROCTOR)
CURB AND GUTTER, SEE
DETAIL
6"
6"
18"
2 Concrete Paving - Heavy Duty
N.T.S.
2' LONG. GREASE STEEL
6"
8"
ABC
6" COMPACTED
COMPACTED
CONSTRUCTION JOINT (AS REQUIRED)
INSTALL 1" DIA. SMOOTH
STEEL DOWELS 18" O.C.-
AND SEAL AS NOTED.
28 DAYS
MEDIUM BROOM FINISH
4,000 PSI CONCRETE @
SCORE JOINT
MIN. 1/8" X 1-1/2" SAW CUT
AS SHOWN
NEW POUR IS CONTIGUOUS TO ANY
STRUCTURE, AND AT 25' O.C. MAX.
EXPANSION JOINT. PLACE EXP. JOINT
WHERE SHOWN ON PLAN AND WHERE
SEALER AS SPECIFIED-1/2" THICK
1/16" BELOW FLUSH ON 1/2" THICK
JOINT @ 30' O.C. WITH JOINT
PROVIDE 1/2" BIT. EXPANSION
SUBGRADE
PROVIDE FIBERMESH REINFORCING.
USE FIBERMESH 650 BY PROPEX. MIX
AT 4LBS/CUBIC YARD.
STEEL REINFORCING @ 24" O.C. MAX. BOTH
WAYS, 2 1/2" (MIN). SEE DETAIL #10 SHEET
5.3.1 FOR MORE INFO.
12"12"
3/8"
3/
8
"
3/8"MACHINE CUT 3/8"x3/8" CHAMFER; CAULK JOINT
W/SONOLASTIC SL 2 POLYURETHANE SEALANT
AS MANUFACTURED BY SONNEBORN. INSTALL
IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS
1"Øx18" GRADE 40 SMOOTH STEEL DOWEL
@ 18" O.C., COATED WITH EPOXY PER ASTM
M 284. GREASE FULL LENGTH. OMIT WHERE
INDICATED ON PAVING PLAN.
SEE PAVEMENT SECTION FOR
ADDITION INFORMATION
BACKER ROD
CUT OFF ALL WIRES THAT CROSS
JOINTS BEFORE PLACING
CONCRETE.
NOTE:
1.ALL TIE WIRES CROSSING THE JOINT SHALL BE
REMOVED AFTER BASKETS ARE IN PLACE AND PRIOR
TO POURING CONCRETE.
2.NO DOWELS ALLOWED WITHIN 12" OF A CROSS JOINT.
CONTRACTION JOINT DETAIL
1.PAVEMENT RECOMMENDATIONS TO BE CONFIRMED BY THE GEOTECHNICAL ENGINEER
OF RECORD.
2.PERFORM COMPACTION IN ACCORDANCE WITH SECTION 520 OF THE MOST RECENT
VERSION OF THE NCDOT STANDARD SPECIFICATION FOR ROADWAYS AND
STRUCTURES.
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
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UTILITY DETAILS
C504
1 AQUA NC Utility Details
N.T.S.
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
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UTILITY DETAILS
C505
1 AQUA NC Utility Details
N.T.S.
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
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UTILITY DETAILS
C506
1 AQUA NC Utility Details
N.T.S.
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
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PUMP STATION
DETAILS
C507
1 AQUA NC Pump Station Details
N.T.S.
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
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PUMP STATION
DETAILS
C508
1 Aqua NC Pump Station Details
N.T.S.
1'-0"
30"
16"
30"
- 3'-0"
- 1'-0"
2'-6"
3'-6"
4'-6"
13'-0"
6.33'
AS
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
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STORMDRAIN
DETAILS
C509
1 NCDOT Standard Structure Details
N.T.S.
14''
Pine
14''
Pine
15''
Pine
12''
Pine
17''
Pine
12''
Pine
16''
Pine
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Know what's below.
Call before you dig.
020 2010
SCALE: 1' = 20'
40
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500677
02.20.2025
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LANDSCAPE REQUIREMENTS:
STREET TREES: N/A
FOUNDATION PLANTING: N/A
BUFFERYARDS:
ALL SIDES: 10 FEET
1.FOR SOLID FENCING, PLANTED MATERIALS MUST BE A MINIMUM OF 3 FEET IN HEIGHT AND PROVIDE
A MINIMUM OF 50% VISUAL OPACITY AT INITIAL PLANTING.
SEE NC COOPERATIVE EXTENSION "PLANTS FOR SEASHORE CONDITIONS' FOR APPROVED SPECIES.
LANDSCAPE NOTES
3 Foundation Groundcover Planting Detail
N.T.S.
MEASURED COMPRESSED
ROTARY-TILL ORGANIC MATTER
AND OTHER ADDITIVES INTO TOP
8" OF SOILSECTION
STAGGERED PLANTING LAYOUT
O.C.
DIMENSION
O.C.
DIMENSION
1/2 O.C.
DIMENSION
CONTAINER SOIL
BREAK
SUBGRADE SOIL
PLANT MATERIAL
1.MINIMUM TREE SIZE AT PLANTING IS 3" CALIPER DBH AND 8-10' FEET TALL FOR SINGLE-STEM CANOPY
TREES. ALL MULTI-STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 10'
TALL.. ALL UNDERSTORY TREES AT THE TIME OF PLANTING SHALL HAVE A MINIMUM 2' CALIPER DBH AND
AN AVERAGE MINIMUM HEIGHT OF 10 FEET.
2.ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERS INTACT TO THE TOP
OF THE CROWN UNLESS MULTI-STEM TREES ARE SPECIFIED. ALL TREES SHALL BE TYPICAL OF THEIR
SPECIES AND VARIETY, HAVE NORMAL GROWTH HABITS, HAVE WELL-DEVELOPED BRANCHES, BE
VIGOROUS AND HAVE FIBROUS ROOT SYSTEMS. TREES WITH CO-DOMINANT BRANCHING WILL NOT BE
ACCEPTED. TREES THAT HAVE BEEN SHEARED, TOPPED OR CUT BACK TO MULTIPLY THE BRANCHING
STRUCTURE WILL NOT BE ACCEPTED. TREES SHALL BE FREE OF ABRASIONS, DAMAGE, DISEASE, PESTS
AND CRACKS. ALL PRUNING CUTS GREATER THAN 1
2" DIAMETER SHALL HAVE CALLUS TISSUE FORMED
PRIOR TO PLANTING. NO PRUNING CUT ON THE TRUNK SHALL BE MORE THAN ONE-HALF THE DIAMETER
OF THE CENTRAL LEADER AT THE HEIGHT WHERE THE CUT WAS MADE. ROOT FLARES SHALL BE
LOCATED AT GRADE. TREES WITH MORE THAN 2" OF SOIL COVERING THE ROOT BALL/FLARE FROM WILL
NOT BE ACCEPTED.
3.SIZE OF PLANTS, SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH ANSI Z60.1
(LATEST EDITION) AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION.
4.ALL TREES OF A PARTICULAR SPECIES AND VARIETY SHALL BE UNIFORM IN SIZE AND CONFIGURATION.
PLANTING REQUIREMENTS
5.PLASTIC HOSE PARTS WILL NOT BE ACCEPTED FOR TREE STAKING. SEE DETAILS AND SPECIFICATIONS
FOR APPROVED STAKING METHOD/MATERIALS.
6.ALL STRAPPING, AND TOP 1
2 OF WIRE BASKET AND BURLAP MUST BE CUT AWAY AND REMOVED FROM
ROOT BALL WHEN PLANTING.
7.FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS;
REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL, OR TILL AND AMEND THE TOP 24" OF EXISTING
SOIL TO MEET TOPSOIL/ PLANTING MIX STANDARDS FOR TREES.
8.ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING.
9.THE TOP OF ALL ROOT BALLS FOR SHRUBS & GROUNDCOVERS SHALL BEAR THE SAME RELATIONSHIP
TO FINISHED GRADE, AS BORN TO PREVIOUS GROWING CONDITIONS.
10.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING.
11.MULCH A MINIMUM 4 FOOT AREA AROUND EACH TREE AND - MULCH A CONTINUOUS AREA AROUND ALL
SHRUB BEDS, AS INDICATED ON THE PLAN. MULCH SHALL BE 3-4" THICK. MULCH AROUND TREES SHALL
BE TAPERED TOWARD TRUNK SO THAT NO MORE THAN 2" IS PLACED AT TREE TRUNK AS SHOWN ON
DETAIL. SEE SPECIFICATIONS FOR TYPE.
12.SEE EROSION CONTROL PLANS FOR TEMPORARY SEEDING PLAN.
13.ALL DISTURBED AREAS SHALL BE SEEDED AND PERMANENTLY ESTABLISHED.
UTILITY ISSUES
14.LARGE MATURING TREES MAY NOT BE PLANTED WITHIN 15' OF OVERHEAD POWER DISTRIBUTION OR
TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL LANDSCAPE
ARCHITECT TO RESOLVE BEFORE PLANTING.
15.CONTRACTOR IS RESPONSIBLE FOR HAVING ALL UNDERGROUND UTILITIES LOCATED AND CLEARLY
PAINTED WITHIN 10 DAYS OF ANY GROUND DISTURBING ACTIVITY. OWNER WILL NOT PAY FOR UTILITY
REPAIRS DUE TO FAILURE TO MARK AND OBSERVE UTILITY LOCATIONS.
16.ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES- PLANT 10' FROM ALL
UNDERGROUND UTILITIES (SEWER AND STORM DRAINAGE, GAS WATER, PHONE AND ELECTRICAL
LINES).
GENERAL
17.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE QUANTITY OF PLANTS SHOWN ON
THE PLAN. ANY DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LIST SHALL BE BROUGHT
TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND ANY FIELD ADJUSTMENTS OR QUANTITY
ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO PLANTING.
18.ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE (1) YEAR AFTER
ACCEPTANCE BY OWNER OF ALL PLANT MATERIAL.
19.ALL DISTURBED AREAS SHALL BE SEEDED AS SPECIFIED.
20.SEE EROSION CONTROL/GRADING PLAN FOR ADDITIONAL TREE PRESERVATION NOTES.
21.CONTRACTOR TO SUBMIT IRRIGATION PLAN FOR APPROVAL PRIOR TO INSTALLATION. PROVIDE PVC
SLEEVES TO LANDSCAPE AREAS IF IRRIGATIONS IS NOT INSTALLED PRIOR TO INSTALLATION OF
HARDSCAPE.
1 Tree Planting
N.T.S.
MINIMUM TREE SIZE: MULTI-STEM 3-5 STEMS, 8' TALL
MINIMUM TREE SIZE: SINGLE STEM 3" CALIPER, 10-12' TALL
PLANTING REQUIREMENTS.
REMOVE TOP 2/3 OF WIRE
BASKET WHERE PRESENT
AND ANY NAILS/PINS, ETC.
REMOVE TOP 1/3 BURLAP
PLANTING MIX (AS SPECIFIED)
BERM OUTSIDE OF BACKFILL
4" MAXIMUM HIGH WATER
4" MAXIMUM LAYER OF MULCH
THAN 3" .
FIRM SOIL UNDER ROOT BALL.
REJECT PLANTS WITH MORE
FROM GROWER OVER ROOT
FINISH GRADE
DRIVEN IN LINE WITH STRAP
RAISE PIT BOTTOM TO SET BUTTRESS
ROOTS AT THE CORRECT HEIGHT.
SYSTEM, UP TO 1" DEPTH.
REMOVE TYPICAL EXCESS SOIL
UNDISTURBED SOIL
6" SLIP KNOT WITH STOP KNOT.
(6" LARGER THAN TREE DIAMETER)
KEEP MULCH AWAY FROM
TRUNK 1" TO 2"
3/4" NYLON STRAP
STAKING REQUIRED
CONTRACT. SEE GENERAL NOTES:
SEE ATTACHED LANDSCAPE CONSTRUCTION STANDARDS FOR OTHER
SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
REMOVE WIRE OR NYLON TWINE FROM BALL.
BE AT FINISH GRADE 1"
ROOT CROWN TO
WITH CENTERED 3/8" HOLE
1"x2"x18" WOOD STAKE
(FOR SINGLE AND MULTI-STEM TREES)
FOR STREET TREES. 2 1/2" CALIPER, 8-10' IN LANDSCAPE
BUFFERS.
2 Shrub Planting
N.T.S.
GRADE
EXISTING
THAT ARE POT BOUND
IN CONTAINERIZED PLANTS
CUT ROOTS AS NECESSARY
EQUAL SPACING
TAMP SOIL MIX UNDER
MINIMIZE SETTLEMENT
EACH PLANT BALL TO
BETWEEN ALL PLANTS
AMENDED NATIVE SOIL
TYP.
BED
ROWS
EDGE OF
PLANTING
FINAL
EDGE OF
MULCH
MIN. 2" HT.
MIN. 4" LAYER
TYP. COLLAR
OF APPROVED
REMOVE ANY BROKEN OR
DEAD AND DISEASED LIMBS
"V" TRENCH AROUND
ENTIRE PLANTING BED
PLANTING BED
GRADE
SEE LANDSCAPE PLAN
SPACING VARIES
ADDITIONAL LANDSCAPE NOTES:
1.CANOPY AND UNDERSTORY TREES TO BE INSTALLED IN ACCORDANCE TO DETAIL 1 THIS PAGE.
2.SHRUBS TO BE INSTALLED IN ACCORDANCE TO DETAIL 2 THIS PAGE.
3.GROUNDCOVERS TO BE INSTALLED IN ACCORDANCE TO DETAIL 3 THIS PAGE.
4.CONTRACTOR TO SUBMIT PHOTOS OF PLANT MATERIAL AS SHOP DRAWINGS FOR APPROVAL.
5.ANY PROPOSED PLANT SPECIES SUBSTITUTIONS MUST BE REQUESTED IN WRITING TO THE DESIGNER
OF RECORD FOR APPROVAL.
6.PLANTING PLAN PROVIDED REPRESENTS THE MINIMUM REQUIRED FOR COMPLIANCE WITH ZONING AND
IS FOR INFORMATION ONLY. FINAL DESIGN MUST BE REVIEWED, PREPARED AND SEALED BY A NC
LICENSED LANDSCAPE ARCHITECT.
LANDSCAPE PLAN
C600
SITE DATA:
1.PARCEL ID: R08500-002-022-000
2.PROJECT ADDRESS:
7578 CAROLINA BEACH ROAD
WILMINGTON, NC 28412
3.PROPERTY DEED AND PLAT
DB: 6520 PG: 676
MB: -PG: -
4.OWNER:
ASMW PROPERTIES, LLC
708 MONROE AVENUE
CAROLINA BEACH, NC 28428
5.LAND USE:
CURRENT LAND USE - VACANT
PROPOSED LAND USE -MULTI-FAMILY RESIDENTIAL
6.ZONING - NEW HANOVER COUNTY: (CZD) RMF-M - RESIDENTIAL MULTI-FAMILY MODERATE DENSITY
7.PARCEL ACREAGE: 1.50 AC
8.BUILDING SETBACKS:
ALL SIDES: 20 FEET
9.BUILDING SIZE: 4,060 SF (2 BUILDINGS)
3,700 SF (2 BUILDINGS)
10.BUILDING HEIGHT: MAX. 3 STORIES
70' X 10' SIGHT TRIANGLE
EXISTING 20' DRAINAGE
EASEMENT
TREES QTY BOTANICAL / COMMON NAME ROOT CAL.REMARKS SIZE (MIN)
B & B 2"-2.5" Cal.8-10` HT.
SHRUBS QTY BOTANICAL / COMMON NAME CONT REMARKS HEIGHT SPREAD
AZ Rhododendron 'Gumpo' Series / Satsuki Azaleas
#5 Container 4` O.C.18-24" HT.
B & B 2"-2.5" Cal.8-10` HT.
Ilex glabra / Inkberry Holly
MG Muhlenbergia Capillaris 'Pink' / Muhly Grass 'Pink'#5 Container 4` O.C.18-24" HT.
TURF
BERMUDA SOD
QP 70 Quercus phellos / Willow Oak Full Matched Specimen
IG
#5 Container 4` O.C.18-24" HT.
CM Lagerstroemia / Crepe Myrtle
BUFFERBPLANTBSCHEDULE
SOLID FENCING MIN. 6' IN
HEIGHT
72
186
297
167
SYMBOL CODE QTY BOTANICAL / COMMON NAME ROOT CAL.REMARKS SIZE
TREES
AW 5 Acer truncatum 'WF-AT1' / Main Street® Shantung Maple B & B 2"-2.5" Cal.Full Matched Specimen 8-10` HT.
LM 5 Lagerstroemia indica x fauriei 'Muskogee' / Muskogee Crape Myrtle B & B 2"-2.5" Cal.Multi-Stem (3-5 Stems), Full, Specimen
SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT REMARKS HEIGHT SPREAD
SHRUBS
IC4 39 Ilex cornuta 'Carissa' / Carissa Chinese Holly 5 gal 3` O.C.18-24" HT.36"
IH 73 Ilex crenata 'Hoogendorn' / Hoogendorn Japanese Holly 3 gal 24" O.C.18-24" HT.24"
IS 10 Ilex crenata 'Sky Pencil' / Sky Pencil Japanese Holly 5 gal AS SHOWN 4` HT. MIN.24"
LS 52 Loropetalum chinense rubrum 'Peack' / Purple Pixie® Dwarf Fringe Flower 3 gal 4` O.C.18-24" HT.18-24"
PM 4 Podocarpus macrophyllus 'Maki' / Maki Yew Podocarpus 3 gal 24" O.C.24-30" HT.24"
TS 8 Thuja occidentalis 'Smaragd' / Emerald Green Arborvitae 7 gal 6` Ht. Min.5` O.C.
SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT REMARKS SPACING MISC
GROUND COVERS
HO 60 Hemerocallis x 'Stella de Oro' / Stella de Oro Daylily flat 18" O.C.
LV 180 Liriope muscari 'Variegata' / Variegated Lilyturf flat 18" O.C.
BUILDINGBFOUNDATIONBPLANTBSCHEDULE
HO
9
LS
3 TS
1
LS
3
LV
10
IH
3
LV
10
AW
1AW
1
AW
1
AW
1
LS
3
IH
3
LS
3
LV
10
LV
10
TS
1
LS
6
LS
6
TS
2
LM
1
IH
6
LV
10
LV
10
HO
9
IH
3
IH
3
HO
9
LV
10
LV
10
IH
3
HO
9 IH
8
IH
8
IC4
8
IC4
9
HO
6 IC4
4
IS
2
LM
1
LV
10IH
5
IC4
4
IC4
4
IS
2
IC4
4
LS
4
LM
1
HO
6
LV
10
IH
3
LV
10
LS
3
TS
1
LM
1
HO
6
TS
1
LV
10
LV
10
IH
3
LS
3
LS
3
IH
4
PM
1
LV
10
LM
1
IC4
5
IH
4
IH
4
PM
1
PM
1
IH
4
LS
4
TS
1
LS
3 LV
10
IH
3
LV
10
LS
3
TS
1
LS
4
LV
10
IH
3LV
10
LS
3
AW
1
AZ
297
IG
186
MG
167
CM
72
QP
70