Preservation Point Amenity Area Complete Site Plan 1.21.2020PROJECT:
SCALE:
RELEASE:
APPROVED:
CHECKED:
DESIGNED:INITDATEDESCRIPTIONREVwww.cldeng.com
Coastal Land Design, PLLC
www.cldeng.com
Phone: 910-254-9333
Fax: 910-254-0502
P.O.Box 1172
Wilmington, NC 28402
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
SHEET Amenity AreaPreliminary PlansPRESERVATION POINTNEW HANOVER COUNTYDESIGN
AS SHOWN
989-01
NA
JP
FB
COVER
BEFORE YOU DIG, CALL
R
www.nc811.org
Carolina
North
NOT RELEASED FOR CONSTRUCTION
ISSUED FOR AGENCY REVIEW ONLY
New Hanover County, NC
CONTENTS
OWNER:
PRESERVATION POINT PARTNERS, LLC
9827 COGDILL ROAD, SUITE 1
KNOXVILLE, TN 37932
VICINITY MAP
Coastal Land Design,PLLC
Civil Engineering / Landscape Architecture Land
Planning / Construction Management
P.O.Box 1172
Wilmington, NC 28402
Phone: 910-254-9333
Fax: 910-254-0502
NCBELS Firm License No: P-0369
www.cldeng.com
SURVEYOR:
ESP ASSOCIATES, INC.
211 RACINE DRIVE
WILMINGTON, NC 28403
ENGINEER:
REVIEW AGENCY APPROVAL DATE PERMIT NUMBER
NOT TO SCALE
PRESERVATION POINT
SUBDIVISION
SITE
NORTH
CHADWICK A
V
E
CARL
S
E
I
T
T
E
R
D
R
(SR 13
8
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)
133
N 23RD
STREET
(SR
1302
)BLUE CLAY ROAD(SR 1318)74
WILMINGTON
INTERNATIONAL
AIRPORT
NORTHEASTCAPE FEAR RIVER(SR 1317)CASTLE HAYNE ROAD(SR 2812)CONTENTSSHEETNAME
COVER PRESERVATION POINT - AMENITY AREA
MP-01 MASTER PLAN
SP-01 SITE PLAN/UTILITY PLAN
SP-02 GRADING/DRAINAGE PLAN
LA-01 AMENITY CENTER LANDSCAPE PLAN
LA-02 STORMWATER WETLAND PLANTING PLAN
DET-01 DETAILS
Amenity Area
DEVELOPER:
Preservation Point Partners, LLC
9827 Cogdill Rd, STE 1
Knoxville, TN 37932
150 Egret Crossing Way
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SANITARY SEWER (PROPOSED FOR DEVELOPMNENT)
EXISTING WATER (PROPOSED FOR DEVELOPMNENT)
WATER SERVICE (PROPOSED FOR AMENITY AREA)
SEWER SERVICE (PROPOSED FOR AMENITY AREA)
PROPOSED GAS
PROPOSED STORM DRAIN
PROPOSED AMENITY AREA GRADING
EXISTING TOPO
PROPOSED SPOT ELEVATION
ALUMINUM SECURITY FENCING
WOOD PRIVACY FENCING (SHADOWBOX)
LEGEND
FG=22.25
PROJECT:
SCALE:
RELEASE:
APPROVED:
CHECKED:
DESIGNED:INITDATEDESCRIPTIONREVwww.cldeng.com
Coastal Land Design, PLLC
www.cldeng.com
Phone: 910-254-9333
Fax: 910-254-0502
P.O.Box 1172
Wilmington, NC 28402
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
SHEET Amenity Area Amenity Area Context Map"PRESERVATION POINT"New Hanover County, NC-
1" = 150'
989-01
JFB
JFB
JFB
MP-01
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
FULL-SITE DATA
PARCEL ID: R04100-001-002-000
PROPOSED LAND USE: PERFORMANCE RESIDENTIAL SUBDIVISION
PARCEL SIZE: 205.85 AC
ZONING: R-15, CUD (R-15), & B-2
PARCEL ADDRESS: 1505 CASTLE HAYNE ROAD
OWNER: PRESERVATION POINT PARTNERS
9827 COGDILL ROAD - SUITE 1
KNOXVILLE, TN 37932
DEVELOPER: PRESERVATION POINT PARTNERS
9827 COGDILL ROAD - SUITE 1
KNOXVILLE, TN 37932
PARCEL AREA:R-15 = 198.65 AC.
B-2 = 7.20 AC.
TOTAL= 205.85 AC.
DENSITY CALCULATIONS (R-15 ONLY):
R-15 ACREAGE 198.65 AC
CONSERVATION SPACE - 135.75 AC
NET TRACT ACREAGE 62.90 AC
R-15 MAX DENSITY @ 2.5 UNITS/ACRE: 157 UNITS
PROPOSED # OF LOTS: 150 TOTAL
123 SINGLE FAMILY UNITS
27 MULTI-FAMILY UNITS
PROPOSED # OF BEDROOMS: 450 BR
AVERAGE LOT SIZE = 0.32 ACRES (14,011 SF)
RECREATION / OPEN SPACE CALCULATIONS:
REQUIRED @ 0.03 AC/LOT: 150 X .03...............4.5 AC
PROPOSED OPEN SPACE...................................... 12.34 AC
REQUIRED 50% ACTIVE OPEN SPACE................... 2.25 AC
PROPOSED ACTIVE OPEN SPACE......................... 8.65 AC
REC. ISLAND:.................7.45 AC.
AMENITY AREA:..............1.20 AC.
PROPOSED PASSIVE OPEN SPACE 3.69 AC.
SUBDIVISION STREETS
ALL STREETS TO BE PRIVATE
STREET LIGHTING PER NEW HANOVER CO REQUIREMENT
UTILITIES
WATER AND SEWER TO BE PUBLIC (CFPUA)
BEFORE YOU DIG, CALL
R
www.nc811.org
Carolina
North
DEVELOPER:
Preservation Point Partners, LLC
9827 Cogdill Rd, STE 1
Knoxville, TN 37932
B
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VICINITY MAP
0 150 300
NORTH
SCALE 1:150
(WHEN PRINTED ON 24 X 36 ARCH D PAPER)
150
SEE SHEET SP-01 FOR AMENITY AREA SL021 JAN 20INITIAL SITE PLAN APPLICATION
SS
SS
SS
SS
SS
SS SS SSSSSSSS
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SSSSS
8W8W8W8W8W8W8W6W8W8W8W 8W
8W8W8W8W8W8W8W8W8W8WOSPREY COVE COURTCOMPACTCOMPACT
COMPACTCOMPACTCOMPACT1
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GASGASGAS GAS GAS GAS GASGASGASGAS GASGAS GAS GASGASGASGAS
GAS
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GAS
GAS
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1WS
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1WS
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1WS
1WS
1WS8.5'MIN.8.5'MIN.18' MIN.(TYP.)8.5'MIN. (TYP.)R25'R25'R4'
R4'8' MIN.R4.5'R5.
5
'
R4'R4'4'24'25'12'16'MIN.6'89.44'
2
0
.
6
5
'10.4'4'13.5'WAYCROSSINGEGRET 50' R/WHER
O
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DRIVE
50' R/W
RIVE
RVIE
W TE
R
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W
1W
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1WS
1WS
1WS
1WS 1WS 1WS SS
23
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SGASGAS 1WS
1WSSSSSS
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EOC=23.25
EOC=23.25
EOC=23.15
EOC=23.15
FG=23.35
FG=23.35EOC=23.15FFE=23.358W8W
1WS 1WS 1WS 1WS
SS SS
GAS GAS
23
23
SANITARY SEWER (PROPOSED FOR DEVELOPMNENT)
EXISTING WATER (PROPOSED FOR DEVELOPMNENT)
WATER SERVICE (PROPOSED FOR AMENITY AREA)
SEWER SERVICE (PROPOSED FOR AMENITY AREA)
PROPOSED GAS
PROPOSED STORM DRAIN
PROPOSED AMENITY AREA GRADING
EXISTING TOPO
PROPOSED SPOT ELEVATION
ALUMINUM SECURITY FENCING
WOOD PRIVACY FENCING (SHADOWBOX)
LEGEND
FG=22.25
PROJECT:
SCALE:
RELEASE:
APPROVED:
CHECKED:
DESIGNED:INITDATEDESCRIPTIONREVwww.cldeng.com
Coastal Land Design, PLLC
www.cldeng.com
Phone: 910-254-9333
Fax: 910-254-0502
P.O.Box 1172
Wilmington, NC 28402
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
SHEET Amenity AreaSite Plan/Utility Plan"PRESERVATION POINT"New Hanover County, NCPLANNING
1" = 20'
989-01
JFB
JFB
JFB
SP-01
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
BEFORE YOU DIG, CALL
R
www.nc811.org
Carolina
North
2' VEHICLE
OVERHANG
NO LANDSCAPING
8 GOLF CART
SPACES
DEVELOPER:
Preservation Point Partners, LLC
9827 Cogdill Rd, STE 1
Knoxville, TN 37932
AMENITY AREA DATA
PARCEL SIZE: 58,245 SF ( 1.34 ACRE)
IMPERVIOUS AREA:18,213 SF ( 31% )
OPEN AIR
PAVILION
745 SF
POOL HOUSE/AMENITY
BUILDING 2,725 SF
POOL HOUSE
AMENITY BLDG.
2,725 SF
IN-GROUND
POOL
OUTDOOR ENTERTAINMENT
AREA & RESTROOMS
POOL PERIMETER FENCING.
AMERISTAR ECHELON PLUS
OR APPROVED EQUAL.
8' WOOD PRIVACY FENCING
SHADOWBOX CONSTRUCTION
PARKING LOT
8,332 SF
13
SPACES
7
SPACES
POOL
D
E
CK
POO
L
D
E
C
K
CLUBHOUSE AREA:2,725 SF
REQUIRED PARKING:27 SPACES
(1 SPACE/100 SF)
PROPOSED PARKING 20 SPACES*
INCLUDING 1 ADA
PLUS 8 GOLF CART
*REQUEST REDUCTION OF 7 SPACES (25%)
IMPERVIOUS AREA CALCS
ON-SITE PARKING:7,645 SF
OFF-SITE PARKING:587 SF
ON-SITE C&G:571 SF
OFF-SITE C&G:92 SF
SIDEWALKS:1,150 SF
POOL DECK:4,700 SF
BUILDINGS:3,469 SF
TOTAL:18,213 SF
1" WATER
SERVICE
4" SEWER
1 1/4"
WATER
SERVICE
4"
SEWER
CLEANOUT
CLEANOUT
SHUTOFF
VALVE
SHUTOFF
VALVE
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VICINITY MAP
0 20 40
NORTH
SCALE 1:20
(WHEN PRINTED ON 24 X 36 ARCH D PAPER)
20
2
SP-01
POOL HOUSE UTILITY SERVICE ENLARGEMENT
NOT TO SCALE
1
SP-01
AMENITY CENTER UTILITY SERVICE ENLARGEMENT
NOT TO SCALE
1
SP-01
2
SP-01
CLEAN OUT
WATER SERVICE
SANITARY SEWER
MANHOLE (Typ.)
10 x 70
SIGHT DIST.
TRIANGLES
PROP. SEWER
SERVICE
PROP. NATURAL
GAS SERVICE
OPEN SPACE
SL021 JAN 20INITIAL SITE PLAN APPLICATION
2024
23
21 2220
25
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RIVE
RVIE
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R/
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PG=23.25
EOC=23.15PG=23.25
PG=23.25
PG=23.25
PG=23.25
PG=23.25
EOC=23.15
EOC=23.15
EOC=23.25
EOC=23.25
EOC=23.15
EOC=23.15EOC=23.15
FG=22.25
FG=22.37
FG=22.25
FG=22.93
FG=23.35
FG=23.35
TC=22.00
FC=21.50
TC=21.75
FC=21.25
FG=23.35
FG=23.35EOC=23.15WSE=
2
2.
7
0
FFE=23.35
FG=22.25
TC=22.6
5
FC=22.1
5
TC=22.0
0
FC=21.5
0
FFE=23.35
TC=22.50
FC=22.00
FG=22.50
FG=22.50
PROJECT:
SCALE:
RELEASE:
APPROVED:
CHECKED:
DESIGNED:INITDATEDESCRIPTIONREVwww.cldeng.com
Coastal Land Design, PLLC
www.cldeng.com
Phone: 910-254-9333
Fax: 910-254-0502
P.O.Box 1172
Wilmington, NC 28402
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
SHEET Amenity AreaGrading / Drainage Plan"PRESERVATION POINT"New Hanover County, NCPLANNING
1" = 30'
989-01
JFB
JFB
JFB
SP-02
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VICINITY MAP
DEVELOPER:
Preservation Point Partners, LLC
9827 Cogdill Rd, STE 1
Knoxville, TN 37932
0 30 60
NORTH
SCALE 1:30
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
(WHEN PRINTED ON 24 X 36 ARCH D PAPER)
30
BEFORE YOU DIG, CALL
R
www.nc811.org
Carolina
North
8W 8W
1WS 1WS 1WS 1WS
SS SS
GAS GAS
23
23
SANITARY SEWER (PROPOSED FOR DEVELOPMNENT)
EXISTING WATER (PROPOSED FOR DEVELOPMNENT)
WATER SERVICE (PROPOSED FOR AMENITY AREA)
SEWER SERVICE (PROPOSED FOR AMENITY AREA)
PROPOSED GAS
PROPOSED STORM DRAIN
PROPOSED AMENITY AREA GRADING
EXISTING TOPO
PROPOSED SPOT ELEVATION
ALUMINUM SECURITY FENCING
WOOD PRIVACY FENCING (SHADOWBOX)
LEGEND
FG=22.25
SDCI-10
RIM=20.50
INV OUT=16.58
SDCI-9
RIM=22.75
INV IN=15.85
INV OUT=15.85
SDCI-8
RIM=22.50
INV IN=15.35
INV OUT=15.35
SDDG-2
RIM=20.25
INV IN=15.06
INV OUT=15.06
SDJB-1
RIM=23.75
INV IN=14.34
INV OUT=14.34
15" FES
INV=14.00
CLASS A RRA
LENGTH=6'
WIDTH=5'
THICKNESS=12"
SDDG-3
RIM=19.75
INV IN=15.49
INV OUT=15.49
SDDG-4
RIM=21.75
INV IN=15.90
INV OUT=15.90
SDCI-5
RIM=20.50
INV IN=16.58
INV OUT=16.58 SDCI-7
RIM=21.85
INV OUT=17.93
SDCI-6
RIM=21.85
INV IN=17.45
INV OUT=17.45
142 LF 15"
HDPE @ 0.51%
100 LF 15"
HDPE @ 0.50%
57 LF 15"
HDPE @ 0.51%
120 LF 15"
HDPE @ 0.60%
84 LF 15"
HDPE @ 0.40%
79 LF 15"
HDPE @ 0.54%
82 LF 15"
HDPE @ 0.50%
129 LF 15"
HDPE @ 0.53%
24 LF 15"
HDPE @ 1.97%
73 LF 15"
HDPE @ 1.58%10' WIDE BERM=18.0'
10' WI
D
E
B
E
R
M
=
1
6
.
0'
STORMWATER WETLAND
NORMAL POOL=14.00
(SEE PLANTING PLAN)181716151412
13
14
15
16
17
18
19
20
21
13
14
15
16
16
15
14
1313 FB/DP
DP
SWZ
13.25
TIZ
TIZ
TIZ
54 LF 15"
HDPE @ 0.75%
STORMWATER WETLAND OUTLET STRUCTURE (SWOS-1)
NOT TO SCALE
1
SP-02
12SWZ
13.25
SWZ
13.25
ELEV.
:
1
4
.
0
0
PE
R
M
A
N
E
N
T
P
O
O
L
ELEV.
:
1
4
.
7
5
TO
P
O
F
B
O
X
/
T
E
M
P
O
R
A
R
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P
O
O
L
ELEV.
:
1
0
.
7
5
BO
T
T
O
M
O
F
B
O
X
ELEV.
:
1
1
.
2
5
B
A
R
R
E
L
ELEV.
:
1
0
.
2
5
EX
T
R
U
D
E
D
B
A
S
E
4" PVC WITH 4" CAP
WITH 1" DIA. HOLE
DRILLED IN BOTTOM
INV=14.00
OPTIONAL (RECOMMENDED TO REDUCE CLOGGING)
RIMMED WIRE MESH (>75% OPEN AREA) S.S.
STRAINER BASKET AFFIXED TO 4" PVC END CAP WITH
4" WORM-DRIVE S.S. DUCT/HOSE CLAMP FASTENER
(OR APPROVED EQUAL). BASKET RIM TO ATTACH TO
BOTTOM OF ASSEMBLY WITH BASKET HANGING BELOW.
MUST BE REMOVABLE FOR CLEANING.
4'-0"(SQUARE-O.D.)X4.0'(D)X6"(T)
REINFORCED CONCRETE BOX (TOPLESS) WITH 6" EXTRUDED
BASE 6" THICK (STEEL REINFORCEMENT TO BE DESIGNED
BY OTHERS) WITH METAL TRASH RACK WITH EQUALLY
SPACED BARS BETWEEN 3" AND 5" O.C.E.W. (TYP)
TRASH RACK
5'-0"(SQUARE)X6"(T) REINFORCED
EXTRUDED ANTIFLOATATION BASE
(STEEL REINFORCEMENT SCHEDULE
TO BE DESIGNED BY OTHERS)
15" HDPE
OUTLET BARREL
INV=11.25
NORT
H
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FACIN
G
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SO
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W
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T
FA
C
I
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S
I
D
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SWOS-1
SEE DETAIL,
THIS SHEET
CONNECT TO STORM
DRAIN STRUCTURE
EMERGENCY SPILLWAY
ELEV=15.2'
LENGTH=5'
LINING=CLASS A RIPRAP
THICKNESS=12"
19
20
22
23
POOL HOUSE
POOL
PUMP HOUSE/RESTROOMS SL021 JAN 20INITIAL SITE PLAN APPLICATION
COMPACT
COMPACT
COMPACT
COMPACT
COMPACT
Em.
A
r
b
Em. Arb
PROJECT:
SCALE:
RELEASE:
APPROVED:
CHECKED:
DESIGNED:INITDATEDESCRIPTIONREVwww.cldeng.com
Coastal Land Design, PLLC
www.cldeng.com
Phone: 910-254-9333
Fax: 910-254-0502
P.O.Box 1172
Wilmington, NC 28402
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
SHEET Amenity AreaLandscape Plan"PRESERVATION POINT"New Hanover County, NCPLANNING
1" = 10'
989-01
JFB
JFB
JFB
LA-01
0 10 20
NORTH
SCALE 1:10
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
(WHEN PRINTED ON 24 X 36 ARCH D PAPER)
10
B
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VICINITY MAP
BEFORE YOU DIG, CALL
R
www.nc811.org
Carolina
North
POOL
CONCRTETE
POOL DECK
RESTROOMS
OPEN AIR
ENTERTAINMENT
AREA
4' POOL SAFETY FENCE
8' PRIVACY FENCE
POOL HOUSE
16'x8' COMPACT
SPACE (typ.)
5 PEN-FW
5 NH
7 PIT
4 MS
5 CM-N
4 MIS
7 PEN-FW
4 NH
1 BE
1 BE
4 NH
4 PEN-FW
4 MS
7 PIT
1 CM
6 NH
7 PEN-FW
4 MS
8 GAR
3 LIG 3 MAG-LG
4 LIG
4 MS
6 GAR
3 LIG
6 GARD
1 CYP
6 H-BD
6 GARD
1 CYP
1 H-CJ
1 LO
7 H-BD
3 RO
3 HYD
3 H-BD
1 RB
5 GAR
5 RO
3 HYD
3 PEN-KR
5 GAR
1 EA
3 RO
3 HYD
1 RB
5 GAR
5 RO
3 HYD
3 PEN-KR
5 GAR
1 EA
3 H-BD
1 H-CJ
6 H-BD
1-LO
Ulmus parvifolia 'Bosque'Bosque Elm
BOTANICAL NAME COMMON NAME
LARGE SHADE TREES
LANDSCAPE SCHEDULE
BE 2 3"
CAL.HT.ROOTQUAN.SYMBOL
B&B
REMARKS
Magnolia grandiflora 'little gem'Little Gem MagnoliaMAG-LG 3 6' MIN.
SMALL SHADE TREES
Lagerstroemia indica x fauriei 'Natchez'CM-N 4 Natchez Crape Myrtle 8-10'
Cercis canadensis 'Hearts of Gold'RB Redbud Hearts of Gold 2"
B&B
15 GAL.
Taxodium distichum 'Mickelson'CYP 2 Shawnee Brave Bald Cypress 8-10'B&B
Live OakLO B&B23"Quercus virginiana
Hydrangea paniculata 'Limelight'Limelight HydrangeaHYD12
SHRUBS
Gardenia jasminoides 'Radicans', G. radicansGAR49 Dwarf Radicans Gardenia
Miscanthus sinensis 'Adagio'8MS Dwarf Miscanthus Adagio
3 GAL.
7 GAL.
Pennisetum orientale 'Karley Rose'PEN-KR 20 Karley Rose Fountain Grass 3 GAL.
3 GAL.
3 GAL.Pennisetum setaceum 'Fireworks'26PEN-FW Fountain Grass Fireworks
Pittosporum tobira 'Wheeler's Dwarf'14PIT Wheelers Dwarf Pittosporum 3 GAL.
Ilex cornuta 'Dwarf Burford'26HOL-BD Holly Buford Dwarf 7 GAL.
Ligustrum japonicum 'Recurvifolium'10LIG Ligustrum Recurvifolium 7 GAL.
Ilex x 'HL 10-90' PP14477 Christmas Jewel HollyHOL-CJ 2 7 GAL.
Rosa x 'Radtko'
16
16RO Double Knock Out Rose -RED 3 GAL.
Thuja occidentalis 'Smaragd'2LIG Emerald Arborvitae 7 GAL.
2
7 PEN-KR
7 PEN-KR
8 JUN
3 PEN-KR
3 PEN-KR
8 JUN
Juniperus squamata expansa 'Parsonii''16JUN Parsons Juniper 3 GAL.
STREET YARD CALCULATIONS
PARKING INTERIOR AREA CALCULATIONS
PARKING AREA SCREENING
FOUNDATION PLANTING AREAS
PARKING PERIMETER LANDSCAPING
160 LF STREE FRONTAGE
STREETYARD FACTOR: NON-RES. USE IN A RES. AREA = 12
160 x 12 = 1,920 SF
REQUIRED =1,920 SF
PROVIDED = 2,155 SF
REQUIRED TREES = (4) 1 per 600 SF
PROVIDED TREES = 4
REQUIRED SHRUBS = (20) 6 per 600 SF
PROVIDED SHRUBS = 48
8% of TOTAL PARKING AREA
REQUIRED VEGETATED AREA = 640 SF
PROPOSED VEGETATED AREA = 1,288 SF
AREA OF THE BUILDING FACADE ADJ. TO PARKING or DRIVE
AISLES MULTIPLIED BY 12%
REQ:
PROP:
SIDE A 202 SF
338 SF
REQUIRED SCREENING INCLUDED IN STREETYARD
PARKING AREA: 8,000 SF * .08 = 640 SF
(95' x 28' x .12)
10' BUFFER BETWEEN P.LOT AND RES. ZONED PROPERTY
1 CM-N
1 CM-N
DEVELOPER:
Preservation Point Partners, LLC
9827 Cogdill Rd, STE 1
Knoxville, TN 37932
300 SF
LA AREA
868 SF
LA AREA
STREETYARD
AREA= 1,188 SF
STREETYARD
AREA= 967 SF
120 SF
LA AREA
PUMP ROOM
SL021 JAN 20INITIAL SITE PLAN APPLICATION
RIVERVIEW TERRACE 50' R/WPROJECT:
SCALE:
RELEASE:
APPROVED:
CHECKED:
DESIGNED:INITDATEDESCRIPTIONREVwww.cldeng.com
Coastal Land Design, PLLC
www.cldeng.com
Phone: 910-254-9333
Fax: 910-254-0502
P.O.Box 1172
Wilmington, NC 28402
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
SHEET Amenity AreaStormwater Wetland Planting Plan"PRESERVATION POINT"New Hanover County, NC-
1" = 200'
989-01
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VICINITY MAP
DEVELOPER:
Preservation Point Partners, LLC
9827 Cogdill Rd, STE 1
Knoxville, TN 37932181716151412
13
14
15
16
17
18
19
20
21
13FB/DP
DP
TIZ
120 10 20
NORTH
SCALE 1:10
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
(WHEN PRINTED ON 24 X 36 ARCH D PAPER)
10
BEFORE YOU DIG, CALL
R
www.nc811.org
Carolina
North
TIZ
TIZ
VARIOUS GRASSES SUITABLE
FOR PERMANENT INUNDATION
ORNAMENTAL SPECIES CAPABLE OF
SUSTAINING REGULAR INUNDATION
SHADE TREES
PROJECT:
SCALE:
RELEASE:
APPROVED:
CHECKED:
DESIGNED:INITDATEDESCRIPTIONREVwww.cldeng.com
Coastal Land Design, PLLC
www.cldeng.com
Phone: 910-254-9333
Fax: 910-254-0502
P.O.Box 1172
Wilmington, NC 28402
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
SHEET Amenity AreaDetails"PRESERVATION POINT"New Hanover County, NCPLANNING
-
989-01
JFB
JFB
JFB
DET-01
DEVELOPER:
Preservation Point Partners, LLC
9827 Cogdill Rd, STE 1
Knoxville, TN 37932
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
BEFORE YOU DIG, CALL
R
www.nc811.org
Carolina
North
12"
12"
6"12"
AGGREGATE BASE COURSE
ASPHALT ROAD12 x 12
CONCRETE
CURB
SECTION A-A
A A
CONTROL JOINT
SECTION B-B
SCORE
B B
TYPICAL SIDEWALK DETAIL
NOT TO SCALE
FILLED
EXPANSION
JOINT
FILLED
EXPANSION
JOINT30'
5'
5'
5"
FILLED EXPANSION
JOINT
1/2"
1/4"1"
NOTES:
1.JOINT MATERIALS TO COMPLY WITH CURRENT NCDOT STANDARDS.
2.SANITARY SEWER CLEANOUTS, WATER METERS, MANHOLES, AND VALVE LIDS
TO BE LOCATED OUTSIDE THE SIDEWALK WHERE FEASIBLE.
3.MINIMUM SIDEWALK WIDTH TO BE 6' IF PLACED AT BACK OF CURB.
4.CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAINED WITHIN A
DRIVEWAY) SHALL BE CLASS "A" - 3,000 PSI.
5.MINIMUM REPLACEMENT FOR REPAIRS IS A 5'x5' PANEL.
6.4-INCH STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS.
7.MINIMUM SEPARATION FOR TUNNIELING BELOW SIDEWALK IS 12-INCHES.
8.MAXIMUM ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1.
9.MINIMUM GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST 1 DIRECTION.
MAXIMUM CROSS-SLOPE IS 2%. MAXIMUM LONGITUDINAL SLOPE IS 8.3%, 10%
IF LIMITED BY EXISTING CONDITIONS, OR NO GREATER THAN THAT OF THE
EXISTING ADJACENT ROAD.
INTERNAL ROADWAY PAVEMENT SECTION
NOT TO SCALE
2" SF 9.5A (OR 9.5B) ASPHALT COURSE
6" ABC STONE BASE
COMPACTED SUBGRADE, AS REQUIRED
Hole for 5/8 Ø dowel. 1 ft. from
each end. (typical of 2 holes) drill
hole thru pavement. Drive 24" long
steel pin through wheel stop and
pavement into subgrade.6'-0"9"4"4.2
5
"2"6
NOT TO SCALE
WHEEL STOP DETAIL
LESS THAN 3:1, TAPER SOIL AROUND
AROUND THE TREE SHOULD NOT
GREATER THAN 3:1, THE SOIL TAPER
FOR TREES PLANTED ON SLOPES
TREE 1.5X WIDTH OF TREE BALL.
EXCEED 2:1.
3' RADIUS MIN. FOR TREES LESS
3' RADIUS MIN. FOR TREES 2" CAL.
SCARFICATION OF EXISTING SOIL
FOR TREES PLANTED ON SLOPES
OR GREATER
THAN 2" CALIPER
NOTES
2X2 STAKE OR APPROVED EQUAL
SCARIFY SIDES OF TREE PIT WITH
UNDISTURBED EARTH
3 PER TREE
RAKES OR TINES.
EXISTING GRADE
ROOT BALL B&B OR CONTAINER
NATIVE SOIL OR APPROVED
COVER WITH SOIL OR STRAW.
TRUNK TAPER IS VISIBLE-DO NOTINSURE THAT BASAL ROOTS OR
WIRE BASKETS IN 3-4 SECTIONSAT UPPER 1/3 OF ROOTBALL CLIP
PULL BACK BURLAP ON TRUNK
GALVANIZED WIRE OR NYLON
RUBBER HOSE SECURED WITH
CHIP BARK MULCH AT
IMPORTED BACKFILL.
3" DEPTH.
REMOVE STRING.
WEBBING TREE TIES
BARE ROOT AS SPECIFIED)
GROUND COVER (POTS OR
UNDISTURBED EARTH
TO 6" DEPTH, INSURE THAT
THOROUGHY TILL NATIVE SOIL
CHIP BARK MULCH AT 3"
DEPTH. (INSTALL GROUNDCOVER
EXISTING GRADE
SURFACE HAS POSITIVE
DRAINAGE
4" DEPTH "V" CUTAROUND BED (TYP.)
NOT COVER WITH SOIL OR STRAW.
INSURE THAT STEM IS VISIBLE -DO
DISTURBED NATIVE SOIL
ROOT BALL
UNDISTURBED EARTH
IMPORTED BACKFILL.
NATIVE SOIL OR APPROVED
CHIP BARK MULCH AT3" DEPTH.
EXISTING GRADE
UNDISTURBED EARTH
SCARIFY SIDES OF TREE PIT WITH
RAKES OR TINES.
2X2 STAKE OR APPROVED EQUAL
2 PER TREE
3' RADIUS MIN. FOR TREES 2" CAL.
GREATER THAN 3:1, THE SOIL TAPER AROUND THE TREE SHOULD NOT
EXCEED 2:1.
FOR TREES PLANTED ON SLOPES
LESS THAN 3:1, TAPER SOIL AROUND
FOR TREES PLANTED ON SLOPES
TREE 1.5X WIDTH OF TREE BALL.
3' RADIUS MIN. FOR TREES LESS THAN 2" CALIPER
OR GREATER
ROOT BALL B&B OR CONTAINER
IMPORTED BACKFILL.
NATIVE SOIL OR APPROVED
EXISTING GRADE
CHIP BARK MULCH AT3" DEPTH.
PULL BACK BURLAP ON TRUNK
WIRE BASKETS IN 3-4 SECTIONS
AT UPPER 1/3 OF ROOTBALL CLIP
REMOVE STRING.
COVER WITH SOIL OR STRAW.TRUNK TAPER IS VISIBLE-DO NOT
INSURE THAT BASAL ROOTS OR
SCARFICATION OF EXISTING SOIL
NOTES
WEBBING TREE TIES
GALVANIZED WIRE OR NYLON
RUBBER HOSE SECURED WITH
BALL DEPTHS SHOULD BE 1/2 THE BALL ABOVE GRADE, BUT IF DEPTHS VARY ALL TREES IN A GROUP
SHOULD BE SET SO THAT THE BASE OF THE TRUNK WILL
APPEAR TO BE SAME RELATIVE
ELEVATION.
DAMAGE OR COMPACTION TO THE ROOT AREAS.
SYSTEMS SHALL BE REMOVED.
DAMAGE TO VEGETATION.
C. PEST CONTROL (OPTIONAL)
MOWING SHALL BE DONE AS NECESSARY TO KEEP GRASS AT THE
APPROPRIATE HEIGHT TO INSURE A HEALTHY GROWTH PATTERN
EQUAL WHICH WAS SUPPLIED DURING THE INSTALLATION OF THE PLANTS.
ALL AREAS AROUND THE BUILDING FOUNDATION AND SHRUB/TREE BEDS
INCHES AND A MAXIMUM DEPTH OF THREE INCHES. MULCH USED SHALL
SHALL BE RE-MULCHED SO THAT THEY CONTAIN A MIN. DEPTH OF TWO
WEED CONTROL TO BE PROVIDED EARLY FEBRUARY, APRIL, JUNE, AUGUST
INSECT DAMAGE SHALL BE TREATED WHEN NECESSARY TO PREVENT
AND OCTOBER IN THE SHRUB/TREE BEDS AND IN THE LAWN AREAS.
F. PROTECTION OF ROOT ZONES
TREE/SHRUB ROOT ZONES SHOULD BE PROTECTED FROM FUTURE
CONSTRUCTION AND EQUIPMENT AS MUCH AS POSSIBLE TO AVOID
H. STAKE AND WIRE REMOVAL
THEREAFTER BE ON AN AS NEEDED SCHEDULE PER LOCAL CONDITIONS..
AT THE END OF THE FIRST YEAR ALL PLANT STAKING AND GUYING
MAINTENANCE SHALL INCLUDE A THOROUGH INITIAL WATERING WITH
WEEKLY WATERINGS THEREAFTER FOR THE FIRST 30 DAYS. WATERINGS
G. WATERING SCHEDULE FOR IRRIGATION SYSTEM
GROWTH PATTERN AND TO REMOVE DEAD OR DISEASED PLANT MATERIAL.
THERE SHALL BE NO TOPPING OF TREES.
PRUNING WHEN NECESSARY, WILL BE DONE TO MAINTAIN THEIR NORMAL
B. PRUNING WITHIN LIMITS
MAINTENANCE OF ALL PLANTING AND PHYSICAL FEATURES SHOWN ON THIS
SHALL BE RESPONSIBLE FOR THE INSTALLATION, PRESERVATION AND
10. THE OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS, OR ASSIGNS
9. ALL OTHER AREAS NOT BEING MULCHED TO BE SEEDED PER SEEDING
WHERE CONTAINER AND HT. SIZES ARE INDICATED FOR A SINGLE SPECIES,
6. PLANT SIZES INDICATED SPECIFY MINIMUM ALLOWABLE SIZES AT PLANTING.
5. MULCH UNDER ALL PROPOSED TREES AND SHRUBS WITH PINE NEEDLES
4. VERIFICATION OF TOTAL QUANTITIES AS SHOWN IN THE PLANT LIST SHALL
THAT IS SPECIFIED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT.
3. CONTRACTOR SHALL NOT SUBSTITUTE FOR ANY OF THE PLANT MATERIAL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
ADJOINING ROADWAYS WILL NEED TO BE A MINIMUM OF 24" HIGH AT TIME
8. ALL PLANTINGS USED TO SCREEN THE DRIVES AND PARKING AREAS FROM
7. THERE SHALL BE AT LEAST A 3 FT. SEPARATION BETWEEN LANDSCAPED
AREAS AND PARKING AREAS TO ALLOW VEHICLE OVERHANG.
BOTH SIZE REQUIREMENTS MUST BE MET.
MID-FEBRUARY AND ONCE MID-SEPTEMBER.
TREES/SHRUBS AND GRASSED AREAS
THOROUGH WATERING IS REQUIRED UPON COMPLETION.
BROADCAST A SLOW RELEASE FERTILIZER OVER THE MULCHED BEDS
AT THE RECOMMENDED RATES AS SHOWN ON THE BAGS, ONCE
THE VEGETATION TO INCLUDE BUT NOT BE LIMITED TO:
PLAN. THE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL MAINTENANCE OF
SCHEDULE INCLUDED AS PART OF THE S&E PLANS..
AT A 3"-4" DEPTH OR APPROVED EQUAL.
OF INSTALLATION.
A. FERTILIZATION
E. MOWING
D. MULCHING
APPROPRIATE UTILITY AGENCY OR COMPANY.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR
RELOCATION OF EXISTING UTILITIES IN COORDINATION WITH THE
1. ALL LANDSCAPE MATERIAL MUST BE INSTALLED PRIOR TO FINAL
LANDSCAPE NOTES
BUILDING INSPECTION.
11. ALL INTERIOR PLANTINGS SHALL BE CURBED OR OTHERWISE PHYSICALLY
PROTECTED SUCH AS BY WHEEL STOPS. IF CURBING IS USED, CURB
OPENINGS SHALL BE INSTALLED TO ALLOW PASSAGE OF STORMWATER INTO
LANDSCAPED AREAS DESIGNED WITH DEPRESSED CONTOURS FOR INFILTRATION.
1
DET-01NOT TO SCALE
RIBBON CURB
AGGREGATE BASE COURSE
1'
6"1'-6"
6"
6"
2
2%
NOTE:
1.FINAL PAVING SECTION TO BE DETERMINED
BY GEOTECHNICAL ENGINEER.
NOT TO SCALE
VERTICAL CURB AND GUTTER
ASPHALT ROAD
2' CONCRETE CURB
AND GUTTER
AGGREGATE BASE COURSE
1'
6"1'-6"
6"
6"
3
2%
NOT TO SCALE
CURB AND GUTTER + SIDEWALK
ASPHALT ROAD
2' CONCRETE CURB
AND GUTTER
4"
4"
COMPACTED
SUBGRADE
4" CONCRETE
SIDEWALK (6' WIDTH
WHEN ADJACENT TO
PARKING)
DET-01
DET-01 DET-01
DET-01
4
DET-01
5
PLANTING DETAIL
LARGE TREE (2.5" OR LARGER CALIPER)
4
DET-01
PLANTING DETAIL
SHRUB
4
DET-01
PLANTING DETAIL
SMALL TREE (1" - 2.5" CALIPER)
4
DET-01
PLANTING DETAIL
GROUNDCOVER
4
DET-01
SL021 JAN 20INITIAL SITE PLAN APPLICATION