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~164~
~161~
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45' DRAINAGE R/W
MAP BOOK 16 PAGE 13
30' UTILITY R/W
15' D
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EF04
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X=2325186.163
Y=152691.825
Z=7.141
N02°59'30"E
126.65'
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~163~
~162~
~159~
~207~
~157~
~156~
30' UTILITY R/W
MAP BOOK 16 PAGE 13
MAP BOOK 16
10' DRAINAGE EASEMENT
MAP BOOK 16 PAGE 13
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N02°59'30"E
126.65'
PAGE 13
ECHO FARMS
MAP NO. 4
MAP BOOK 16 PAGE 13
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MCINTYRE BRAN F
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STOUT NOVIL E JR
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JONES JAMES F
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-2
A
SW POND
3.1B-1
F
O
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E
B
A
Y
3
.
1
B
-
1
A
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
W
SS
SS
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W
W
W
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SITE DATA TABULATION
ECHO FARMS, LLC
MATRIX DEVELOPMENT GROUP
CN 400 FORSGATE DRIVE
CRANBURY, NJ 00512
PROJECT ADDRESS: 4114 ECHO FARMS BLVD.
WILMINGTON, NC 28412
TAX PARCEL IDENTIFICATION #: R07006-002-001-000
RECORDED MAP BOOK: BK 65, PG 81
TOTAL SITE AREA: 18.5 ACRES (805,847 SF)
CURRENT ZONING: MF-M, O&I
CAMA LAND USE CLASSIFICATION: URBAN
MAXIMUM ALLOWABLE BUILDING HEIGHT: 35' - 96' (WITH ADDITIONAL YARD REQ.)
EXISTING LAND USE: GOLF COURSE
PROPOSED LAND USE: 176 UNITS - MULTI-FAMILY (ATTACHED)
REQUIRED/PROPOSED BLDG. LOT COVERAGE: 30% MAX PER CODE (PROPOSED=14%)
MULTI FAMILY SETBACK STANDARDS
PROVIDED REQUIRED
MINIMUM FRONT SETBACK SEE PLANS 35 FT
MINIMUM SIDE SETBACK SEE PLANS 20 FT
MINIMUM REAR SETBACK SEE PLANS 25 FT
MAXIMUM ALLOWED DENSITY TRACT 3A
DENSITY ALLOWED IN MF-M: 17 DU/AC (315 UNITS = 17 DU/AC X 18.5 TOTAL AC)
DENSITY PROVIDED IN MF-M: 9.5 DU/AC = 176 UNITS TOTAL / 18.5 TOTAL AC
(17 BUILDINGS, 1 AMENITY / CLUBHOUSE)
OPEN SPACE REQUIREMENTS
*SEE C-2.5 OPEN SPACE EXHIBIT*
35% OF TRACT REQUIRED PROVIDED REQUIRED
TOTAL 6.61 AC 6.48 AC
ACTIVE (50% OF REQUIRED) 3.28 AC 3.24 AC
PASSIVE (50% OF REQUIRED) 3.33 AC 3.24 AC
(OPEN SPACE DOES NOT INCLUDE NATURAL PONDS, STORMWATER PONDS, LAKES, STREAMS,
AND MARSHES)
FLOOD NOTE
THE SUBJECT PARCEL LIES WITHIN FLOOD ZONE AE (EL 9) AS INDICATED BY FEMA FLOOD
ZONE MAP NUMBER 3720312500K BEARING AN EFFECTIVE DATE OF AUGUST 28, 2018.
ZONING NOTE
THE SUBJECT PARCEL DOES NOT LIE WITHIN A SPECIAL HIGHWAY OVERLAY DISTRICT.
SITE INFORMATION
EXISTING IMPERVIOUS TO REMAIN 0 SF
PROPOSED IMPERVIOUS AREA
MULTI-FAMILY BUILDINGS 106,907 SF
AMENITY BUILDINGS, MAIL KIOSK 6,100 SF
ON-SITE SIDEWALKS/PATHS 32,135 SF
ASPHALT/ CONCRETE/ CURB & GUTTER 158,660 SF
TOTAL PROPOSED IMP. AREA 303,802 SF (6.97 AC)
PROPOSED PERCENT IMPERVIOUS 303,802 SF / 805,847 SF = 37.7%
WATER AND SEWER CAPACITY
*ALL EXISTING WATER AND SEWER UTILITIES ARE OWNED BY CFPUA*
SANITARY SEWER
EXISTING - NONE
MULTI-FAMILY - ASSUMING 120 GPD/BED
PROPOSED - 176 MULTI-FAMILY UNITS TOTAL
56 - 1 BDRM UNITS @ 120 GPD/UNIT = 6,720 GPD
98 - 2 BDRM UNITS @ 240 GPD/UNIT = 23,520 GPD
22 - 3 BDRM UNITS @ 360 GPD/UNIT = 7,920 GPD
TOTAL SEWER FLOW = 38,160 GPD
WATER
EXISTING - NONE
PROPOSED - 176 MULTI-FAMILY UNITS AT 400 GPD/UNIT = 70,400 GPD
TOTAL WATER DEMAND = 70,400 GPD
WASTE DISPOSAL
WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION.
THIS LOCATION HAS BEEN NOTED ON THE PLAN.
VICINITY MAP
SCALE: 1" = 1,000'
GENERAL NOTES:
1.) INSTALL REFLECTORS PER CITY AND NCDOT STANDARDS. TRAFFIC ENGINEERING MUST
APPROVE OF PAVEMENT MARKING LAYOUT PRIOR TO ACTUAL STRIPING.
2.) IT SHALL BE THE RESPONSIBILITY OF THE SUBDIVIDER TO ERECT OFFICIAL STREET NAME
SIGNS AT ALL INTERSECTIONS ASSOCIATED WITH THE SUBDIVISION IN ACCORDANCE
WITH THE TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL. THE SUBDIVIDER MAY
ACQUIRE AND ERECT OFFICIAL STREET NAME SIGNS OR MAY CHOOSE TO CONTRACT
WITH THE CITY TO INSTALL THE STREET SIGNS AND THE SUBDIVIDER SHALL PAY THE
COST OF SUCH INSTALLATION. CONTACT TRAFFIC ENGINEERING AT 910-341-7888 TO
DISCUSS INSTALLATION OF TRAFFIC AND STREET NAME SIGNS. PROPOSED STREET
NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET NAME SIGNS.
3.) ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET
MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
4.) CONTACT TRAFFIC ENGINEERING FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN
THE RIGHT-OF-WAY. 910-341-3258
SRB-7-117 4114 ECHO FARMS BLVD. CONDITIONS:
1. The use and development of the subject property shall
comply with all regulations and requirements imposed by the
Land Development Code, the City of Wilmington Technical
Standards and Specifications Manual and any other
applicable federal, state or local law, ordinance or regulation,
as well as any condition stated below. In the event of a
conflict, the more stringent requirement or higher standard
shall apply.
2. Approval of this preliminary plan does not constitute
technical approval of a site plan. Final approval by the
Technical Review Committee and the issuance of all
required permits must occur prior to release of the project for
construction.
3. If, for any reason, any condition for approval is found to be
illegal or invalid or if the applicant should fail to accept any
condition following approval, the approval of the preliminary
plan shall be null and void.
4. The use and development of the subject property shall be in
accordance with the approved preliminary plan as submitted
and approved.
5. Utilities shall be placed in appropriate locations relative to
the public rights of way and co-location of water and sewer
utilities with the required street trees (per the City TSSM)
shall be pursued by the applicant and designer.
6. A tree preservation plan and tree removal permit shall be
required for this project and city staff shall issue these based
on acceptable limits of clearing and tree preservation.
7. Trees designated to be preserved shall be properly protected
during construction and tree protection fencing shall be noted
on the construction plans. Tree clearing will be limited to
essential site improvements within the project limits as
shown on the approved site plan.
8. If necessary, resource areas, buffers and setbacks per
requirements of the LDC shall be shown and labeled on the
Preliminary Plan.
9. All existing and proposed public and non-municipal
easements shall be added as necessary to the Preliminary
Plan.
10. An acceptable Preliminary Plan which adequately addresses
all TRC/SRB comments shall be submitted for signature
within thirty (30) calendar days of SRB approval.
11. The applicant shall obtain approval of the street names from
the city addressing coordinator and place the approved
name on the Preliminary Plan. This is required prior to plat
recordation and/or site plan submission.
12. Exterior site lighting shall be installed so as not to shine
directly onto adjacent residential parcels.
13. The use of pine straw as ground cover shall be prohibited
within ten (10) feet of any combustible exterior construction.
14. Requirements of the approved Traffic Impact Analysis (TIA)
must be completed prior to issuance of a certificate of
occupancy.
15. All city, state and federal regulations shall be followed.
16. All new public streets shall include sidewalk on both sides of
the street.
17. An emergency access shall be provided that connects 'Road
M' to 'Road L'.
18. The minimum curve radius on 'Road M' shall be 200 feet.
19. Land shall be dedicated on the southeastern side of Tract 2
for public green space and a kayak launch.
20. Water mains shall be located within the street to allow for
street trees to be planted in street plazas along all streets.
21. Stormwater ponds shall be designed a open space
amenities.
22. Sidewalk shall be provided along all road frontages, including
both existing roundabouts.
SITE
C
A
R
O
L
I
N
A
B
E
A
C
H
R
D
E
C
H
O
F
A
R
M
S
B
L
V
D
.
G
E
O
R
G
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A
N
D
E
R
S
O
N
D
R
.
E
C
H
O
F
A
R
M
S
B
L
V
D
.
A
P
P
L
E
T
O
N
W
A
Y
NC
GR
ID
(N
AD
83
/2
01
1)
0 50 100 200 400
SCALE: 1"=100'
GRAPHIC SCALE
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
NCDENR PWSS WATER PERMIT #:
WATER CAPACITY:
DWQ SEWER PERMIT #:
SEWER CAPACITY:
SEWER SHED # AND PLANT:
SEWER TO FLOW THROUGH NEI:
__________________________
______________________GPD
__________________________
______________________GPD
__________________________
YES or NO (CIRCLE ONE)
Approved Construction Plan
Name Date
Planning
Traffic
Fire
Date:____________ Permit #___________________
Signed: ____________________________________
NORTH CAROLINAILMINGTONWCITY OF
APPROVED STORMWATER MANAGEMENT PLAN
Public Services Engineering Division
PR
EL
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SC
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:
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DR
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2840
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791-
6707
(O
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791-
6760
(F
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se #
: C-2
846
EC
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18252.PE
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MIN
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, N
OR
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CA
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AA
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LA
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L S
ITE
PL
AN
C-2.0
08/17/18
1" =
100'
RP
B
AE
C
RP
B
BUILDING 7
BUILDING 9
B
U
I
L
D
I
N
G
1
0
BUILDING 11
BU
ILD
IN
G 12
BU
ILD
IN
G 8
BU
ILD
IN
G 15
BU
ILD
IN
G 14
BU
ILD
IN
G
16
BU
ILD
IN
G
17
B
U
IL
D
IN
G
1
3
MID
VA
LE
D
RIV
E
60' P
UB
LIC
R
.O
.W
.
PROPOSED
STORMWATER
POND
PROPOSED
STORMWATER
POND
RESERVED
PARKLAND (TYP.)
RESERVED
PARKLAND
(TYP.)
B
E
L
F
A
I
R
S
D
R
.
T
E
R
IN
G
T
O
N
D
R
.
E
C
H
O
F
A
R
M
S
B
L
V
D
.
P
R
I
V
A
T
E
R
O
W
B
E
L
F
A
I
R
S
D
R
.
P
R
I
V
A
T
E
R
O
W
EXISTING POND
(CONSIDERED TO BE
WATERS OF THE U.S.)
A
P
P
L
E
T
O
N
W
A
Y
BUILDING 5
BUILDING 4
BUILDING 2
BU
ILD
IN
G 3
BU
ILD
IN
G 1
BU
ILD
IN
G 6
KEY MAP
SCALE: 1" = 250'
SHEET C2.1
SHEET C2.3
SHEET C2.2
EX
IS
TIN
G W
ET
LA
ND
S
(C
ON
SID
ER
ED
T
O B
E
WA
TE
RS
O
F T
HE
U
.S
.)
C
H
A
S
T
A
I
N
D
R
I
V
E
5
0
'
P
U
B
L
I
C
R
.
O
.
W
.
TREE PROTECTION
FENCING, TYP.
150' BUILDING
SETBACK
EXISTING WATERLINES,
TYP. SEE UTILITY PLAN
FOR DETAILS
EXISTING WETLANDS
(CONSIDERED TO BE
WATERS OF THE U.S.)
CENTRAL AMENITY
AREA, SEE ARCH.
PLANS FOR DETAILS
PARKING (PROPOSED)
MINIMUM REQUIRED: 329 (SEE CALCULATIONS BELOW)
MAXIMUM ALLOWED: 440 (2.5 PER UNIT)
MINIMUM HANDICAP: 8 (2% OF TOTAL SPACES PROVIDED)
1 HANDICAP VAN (1 PER EVERY 8 HANDICAP SPACES)
HANDICAP PROVIDED: 16 (INCLUDING 2 VAN)
MINIMUM BICYCLE: 20 SPACES
BICYCLE PROVIDED: 20 SPACES
TOTAL PROVIDED: 383 SPACES (361 SURFACE SPACES + 22 GARAGES)
REQUIRED PARKING SPACES CALCULATIONS
1 BDRM = # OF UNITS X 1.5 SPACES
2 BDRM = # OF UNITS X 2.5 SPACES
PROPOSED REFUSE
DUMPING FACILITY
E
C
H
O
F
A
R
M
S
B
L
V
D
.
P
R
I
V
A
T
E
R
O
W
RESERVED
PARKLAND (TYP.)
100' TREE
SAVE AREA
POOL
CLUBHOUSE
MAIL KIOSK
25' WETLAND
SETBACK
AREA, TYP.
25' WETLAND
SETBACK
AREA, TYP.
PROPOSED BUILDING INFORMATION & REQUIRED PARKING CALCULATIONS
BUILDING #
# OF
STORIES
PROPOSED
BLDG. HEIGHT
# OF UNITS/BLDG # OF BDRMS/UNIT
# OF REQ'D
PARKING
SPACES/BLDG
1, 11, 142 32' - 10
3
4
" 8 2 20
2, 72 39" - 7
1
2
" 20 1 30
3 2 32' - 10
3
4
" 6 2 15
4, 5, 6, 15, 16, 172 32' - 10
3
4
" 10 2 25
8 3 43' - 4
1
4
" 6 3
SELF-PARKED WITH
GARAGES &
DRIVEWAYS
9 2 39' - 7
1
2
" 16 1 24
10 2 32' - 10
3
4
" 8 2 20
12, 133 43' - 4
1
4
" 8 3
SELF-PARKED WITH
GARAGES &
DRIVEWAYS
TOTAL PARKING SPACES REQUIRED (MINIMUM) =
329
FLOODPLAIN
BOUNDARY
(ZONE AE)
PROPOSED 5' WIDE
PEDESTRIAN TRAIL
BY OTHERS
PROPOSED PROPERTY
LINE (TYP.)
30'
1/4" PER FT
SLOPES= 3:1
VERTICAL CURB & GUTTER
SLOPES= 3:1
60 FT R/W
6"-B25.0B BASE*
1/4" PER FT
6" STONE
UNDER CURBING*
2"-SF9.5B SURFACE*
SIDEWALK
MIDVALE DRIVE - ON-STREET PARKING CROSS SECTION
NOT TO SCALE
1.5'
0.5'
30'
1/2" PER FT
1/4" PER FTSLOPES= 3:1
VERTICAL CURB & GUTTER
SLOPES= 3:1
0.5'
60 FT R/W
6"-B25.0B BASE*
1/4" PER FT
6" STONE
UNDER CURBING*
2"-SF9.5B SURFACE*
5'
SIDEWALK
MIDVALE DRIVE - TYPICAL CROSS SECTION
NOT TO SCALE
1.5'
8'
PLAZA
8'
PLAZA
1.5'
0.5'
5'
2'
5'
PROPOSED 60'
RIGHT OF WAY
PROPOSED
PROPERTY LINE
(TYP.)
PROPOSED
PROPERTY LINE
(TYP.)
TRACT 3B PROPOSED
STORMWATER PONDS
PROPOSED 50'
RIGHT OF WAY
8'8'
24'
1/2" PER FT
1/4" PER FTSLOPES= 3:1
VERTICAL CURB & GUTTER
SLOPES= 3:1
0.5'
50 FT R/W
6"-B25.0B BASE*
1/4" PER FT
6" STONE
UNDER CURBING*
2"-SF9.5B SURFACE*
5'
SIDEWALK
CHASTAIN DRIVE - TYPICAL CROSS SECTION
NOT TO SCALE
1.5'
6'
PLAZA
6'
PLAZA
1.5'
0.5'
5'
MAINTENANCE
BUILDING
5'
8
" W
L
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
ET
W
E
T
W
E
T
W
E
T
W
ET
W
E
T
W
E
T
WET
W
E
T
W
E
T
W
ET
W
E
T
W
E
T
W
E
T
W
W
W
W
W
W
W
W
WW
W
W
WE
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
WE
T
WE
T
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
HYDRANT
IR
S
IR
S
IR
S
IR
F
IR
S
IR
S
IR
S
IR
S
IR
S
IR
S
IR
S
IR
S
IR
S
1
0
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
10
0-Y
R
1
0
0
-
Y
R
100-Y
R
100-Y
R
100-Y
R
1
0
0
-Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
100-Y
R
100-Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
FLOOD ZONE
FLOOD ZONE
IR
S
IR
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
C
.O
.W
. Z
O
N
IN
G
-
0
&
I-
1
C
.O
.W
. Z
O
N
IN
G
-
M
F
-
M
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
S
S
S
S
C.O
.W. Z
ON
ING
- 0&
I-1
C.O
.W. Z
ON
ING
- MF
-M
W
W
W
W
W
W
W
W
W
SS
SS
POOL
AREA
BU
ILD
IN
G 1
5,225 S
F F
OO
TP
RIN
T
8 - 2 B
DR
M U
NIT
S
2 S
TO
RIE
S
5,225 S
F/F
LO
OR
BU
ILDIN
G 2
10,193 SF FO
OTP
RIN
T
20 - 1 BD
RM
UN
ITS
2 STO
RIE
S
10,193 SF/FLO
OR
BU
ILDIN
G 4
6,531 SF FO
OTP
RIN
T
10 - 2 BD
RM
UN
ITS
2 STO
RIE
S
6,531 SF/FLO
OR
BU
ILD
IN
G 3
3,917 S
F F
OO
TP
RIN
T
6 - 2 B
DR
M U
NIT
S
2 S
TO
RIE
S
3,917 S
F/F
LO
OR
BU
ILDIN
G 5
6,531 SF FO
OTP
RIN
T
10 - 2 BD
RM
UN
ITS
2 STO
RIE
S
6,531 SF/FLO
OR
6,531 S
F F
OO
TP
RIN
T
(2)R4'
R4'
CLUBHOUSE
(2)R4'
R4'
R25'
R25'
R4'
R4'
R4'
R49'
R3'
R4'
(2)R4'
R4'
(2)R4'
R124'
R100'
R4'
R184'
R48'
(4)R2'
R48'
R216'
R3'
R3'
R4'
R20'
R184'
R3'
R3'
R3'
R3'
R3'
R3'
R4'
R25'
R4'
R4'
R43'
R67'
R4'
(2)R4'
R4'
R3'
R4'
R4'
R4'
R4'
R4'
R4'R20'
KIOSK
7
9
11
6
10
11
8
10
3
8
10
12
11
6
9
8
6
32'
(4)R2'
R4'
15'
2
8
.
5
'
R4'
18'
24'
9' T
YP
.
18'
24'
9' T
YP
.
R4'
R128'
R20'
R20'
3
24'
18'
24'
18'
9' T
YP
.
R216'
R4'
3
2
'
32'
8'
23'
TY
P.
R4'
R124'
R49'
R4'
R4'
R4'
R4'
(2)R4'
69.8'
9
2
.5
'
18'
24'
9' TYP
.
R20'
R10'
8'
24'
18'
24'
18'
9' TYP
.
23'
TY
P.
18'
24'
18'
9'
TYP.
9'
8'
21'
5'
1
1
'
11'
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
NCDENR PWSS WATER PERMIT #:
WATER CAPACITY:
DWQ SEWER PERMIT #:
SEWER CAPACITY:
SEWER SHED # AND PLANT:
SEWER TO FLOW THROUGH NEI:
__________________________
______________________GPD
__________________________
______________________GPD
__________________________
YES or NO (CIRCLE ONE)
Approved Construction Plan
Name Date
Planning
Traffic
Fire
Date:____________ Permit #___________________
Signed: ____________________________________
NORTH CAROLINAILMINGTONWCITY OF
APPROVED STORMWATER MANAGEMENT PLAN
Public Services Engineering Division
0 15 30 60 120
SCALE: 1"=30'
GRAPHIC SCALE
MATCH LINE - SEE SHEET C-2.2
PR
EL
IMIN
AR
Y D
ESI
GN
- N
OT
RE
LE
ASE
D F
OR
CO
NST
RU
CT
ION
DA
TE
:
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:
DE
SIG
NE
D:
DR
AW
N:
CH
EC
KE
D:
PEI JOB#:
CO
NC
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TU
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:
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AR
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:
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AL D
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IG
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ED
F
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:
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N:
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Cin
ema
Dri
veW
ilmin
gto
n, N
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aro
lina
2840
3(9
10)
791-
6707
(O
) (9
10)
791-
6760
(F
)N
C L
icen
se #
: C-2
846
EC
HO
FA
RM
S, L
LC
c/o
MA
TR
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GR
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NB
UR
Y, N
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18252.PE
WIL
MIN
GT
ON
, N
OR
TH
CA
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LIN
AA
T E
CH
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AR
MS
WO
OD
LA
ND
S L
AN
DIN
G
SIT
E P
LA
N
C-2.1
08/17/18
1" =
30'
RP
B
AE
C
RP
B
NC
GR
ID
(N
AD
83
/2
01
1)
M
IDV
ALE
DR
IVE
60' P
UB
LIC
R.O
.W
.
TRASH
COMPACTOR
EXISTING POND
(CONSIDERED TO BE
WATERS OF THE U.S.)
PROPOSED
STORMWATER
POND
MID
VA
LE
D
RIV
E
60' P
UB
LIC
R
.O
.W
.
E
C
H
O
F
A
R
M
S
B
L
V
D
.
P
U
B
L
I
C
R
.
O
.
W
.
-
V
A
R
I
E
S
25' WETLAND
BUFFER, TYP.
25' WETLAND
BUFFER, TYP.
BICYCLE
PARKING (5)
5' WIDE SIDEWALK,
TYP. SEE DETAILS
RESERVED
PARKLAND
RESERVED
PARKLAND
24" VERTICAL CURB
AND GUTTER, TYP.
SEE DETAILS
24" VERTICAL CURB
AND GUTTER, TYP.
SEE DETAILS
24" VALLEY CURB
AND GUTTER, TYP.
SEE DETAILS
E
C
H
O
F
A
R
M
S
B
L
V
D
.
P
U
B
L
I
C
R
.
O
.
W
.
-
V
A
R
I
E
S
B
E
L
F
A
I
R
S
D
R
I
V
E
5
0
'
P
U
B
L
I
C
R
.
O
.
W
.
HANDICAP PARKING
SIGN, TYP.
HANDICAP PARKING
SIGN, TYP.
FLOODPLAIN
BOUNDARY, TYP.
(ZONE AE)
TREE PROTECTION
FENCING, TYP.
PROPOSED SIGN
EASEMENT
PROPOSED SIGN
EASEMENT
PROPOSED
HYDRANT (TYP.)
PROPOSED 60'
R/W (TYP.)
PROPOSED
PROPERTY LINE
(TYP.)
PROPOSED OFFSITE 5' WIDE
CONCRETE SIDEWALK. TIE
INTO EXISTING SIDEWALK.
PROPOSED OFFSITE 5' WIDE
CONCRETE SIDEWALK
BICYCLE
PARKING (5)
BICYCLE
PARKING (5)
PROPOSED
HYDRANT (TYP.)
PROPOSED
HYDRANT (TYP.)
PROPOSED WHEEL
STOP TYP.
PROPOSED HIGH
VISIBILITY PEDESTRIAN
CROSSWALK
PROPOSED HIGH
VISIBILITY PEDESTRIAN
CROSSWALK
PROPOSED
PEDESTRIAN
CROSSWALK
PROPOSED
PEDESTRIAN
CROSSWALK
W
E
T
W
E
T
W
E
T
WE
T
WE
T
WE
T
W
ET
W
ET
W
E
T
W
E
T
WE
T
WE
TW
ET
WE
T
WE
T
W
E
T
W
E
T
W
E
T
W
ET
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
WET
WE
T
WE
T
WE
T
W
ET
W
E
T
W
E
T
W
E
T
W
E
T
W
ET
WE
T
WE
T
WE
T
W
E
T
X
X
X
X
X
X
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
IR
F
IR
S
IR
S
IR
S
IR
S
IR
S
IR
S
IR
S
IR
S
1
0
0
-
Y
R
1
0
0
-
Y
R
100-Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
100-Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
BU
ILD
IN
G 6
6,531 S
F F
OO
TP
RIN
T
10 - 2 B
DR
M U
NIT
S
2 S
TO
RIE
S
6,531 S
F/F
LO
OR
BU
ILDIN
G 7
10,193 SF FO
OTP
RIN
T
20 - 1 BD
RM
UN
ITS
2 STO
RIE
S
10,193 SF/FLOO
R
BUILD
ING
9
8,153 SF FO
OTP
RIN
T
16 - 1 BD
RM
UN
ITS
2 STO
RIE
S
8,153 SF/FLO
OR
BU
ILDIN
G 11
5,225 SF FO
OTP
RIN
T
8 - 2 BD
RM
UN
ITS
2 STO
RIE
S
5,225 SF/FLO
OR
B
U
I
L
D
I
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G
1
0
5
,
2
2
5
S
F
F
O
O
T
P
R
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N
T
8
-
2
B
D
R
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N
I
T
S
2
S
T
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R
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E
S
5
,
2
2
5
S
F
/
F
L
O
O
R
BU
ILD
IN
G 8
3,917 S
F F
OO
TP
RIN
T
6 - 3 B
DR
M U
NIT
S
3 S
TO
RIE
S
3,917 S
F/F
LO
OR
BU
ILD
IN
G 12
5,223 S
F F
OO
TP
RIN
T
8 - 3 B
DR
M U
NIT
S
3 S
TO
RIE
S
5,223 S
F/F
LO
OR
BU
ILD
IN
G 15
6,531 S
F F
OO
TP
RIN
T
10 - 2 B
DR
M U
NIT
S
2 S
TO
RIE
S
6,531 S
F/F
LO
OR
BU
ILD
IN
G
16
6,531 S
F F
O
O
TP
RIN
T
10 - 2 B
DR
M
U
NIT
S
2 S
TO
RIE
S
6,531 S
F/F
LO
O
RB
U
ILD
IN
G
17
6,531 S
F
F
O
O
T
P
R
IN
T10 - 2 B
D
R
M
U
N
IT
S
2 S
T
O
R
IE
S
6,531 S
F
/F
LO
O
R
BU
ILD
IN
G 14
5,225 S
F F
OO
TP
RIN
T
8 - 2 B
DR
M U
NIT
S
2 S
TO
RIE
S
5,225 S
F/F
LO
OR
R3'
R4'
(2)R4'
R4'
(2)R4'
R4'
R3'
R4'
R4'
R4'
R4'
R3'
R3'
R3'
R3'
R3'
R4'
R4'
R4'
R4'
R4'
R4'
R4'
R4'
R4'
R4'
R4'
R4'
R4'
R4'
R48.5'
R48.5'
R4'
(2)R4'
(2)R4'
R4'
R4'
R25'
R4'
R4'
R3'
R20'
R4'
R3'
R20'
(2)R4'
R4'
(2)R4'
R4'
R4'
R4'
R20'
R4'
R4'
R20'
R4'
R4'
(2)R4'
R4'
R4'
R4'
R4'
(2)R4'
R12'
(2)R4'
(2)R4'
R4'
R4'
(2)R4'
(2)R4'
(2)R4'
R4'
R4'
(2)R4'
R28'
R28'
R4'
R4'
R4'
R4'
R4'
R4'
R4'
R3'
R4'
12
7
6
11
9
9
13
9
9
9
9
4
6
7
6
6
10
36
6
7
9
11
6
9
8
2
3
3
7
32'
32'
2
105'
9' TYP
32'
84'
55'
9
2
.5
'
R20'
R10'
R4'
R4'
7
23'
TY
P.
8'
9'
9'
R4'
R4'
R4'
R4'
18'
24'
8'
8'
8'
9'
TY
P.
18'
24'
18'
(4)R4'
(4)R4'
14'
14'
R45'
R45'
R4'
R4'
18'
24'
18'
9'
TYP.
9'
8'
R3'
R4'
R4'
18'
24'
18'
9'
TYP.
9'
8'
18'
24'
18'
24'
18'
24'
8'
9'
TYP
.
9'
8'
5'
5'
4'
5'
5'
5'
5'
1
8
'
2
4
'
1
8
'
5
'
5
'
8'
24'
23'
TY
P.
23'
TY
P.
8'
TYP
.
32'
8'
32'
8'
8'
32'
8'
R3'
R4'
R3'
R3'
R48.5'
R48.5'
(2)R2'
R1'
R557'
R583'
R4'
R4'
5
3
.
3
'
6
1
.
7
'
6
0
.
0
'
1
4
.
3
'
25.9'
16.9'
24'
2
7
'
5
'
7
18'
24'
8'
18'
24'
8'
18'
24'
8'
23'
TY
P.
9'
TY
P.
R4'
R4'
8
3
.9
'
9'
8'
9'
9'
TY
P.
18'
9'
TY
P.
18'
24'
28'
21'
21'
30'
21'
5'
5
'
5
5
'Ø
3
8
'Ø
1
6
'
1
6
'
24'
20'
84.2
'
R4'
R4'
2
18'
1
6
'
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
NCDENR PWSS WATER PERMIT #:
WATER CAPACITY:
DWQ SEWER PERMIT #:
SEWER CAPACITY:
SEWER SHED # AND PLANT:
SEWER TO FLOW THROUGH NEI:
__________________________
______________________GPD
__________________________
______________________GPD
__________________________
YES or NO (CIRCLE ONE)
Approved Construction Plan
Name Date
Planning
Traffic
Fire
Date:____________ Permit #___________________
Signed: ____________________________________
NORTH CAROLINAILMINGTONWCITY OF
APPROVED STORMWATER MANAGEMENT PLAN
Public Services Engineering Division
PR
EL
IMIN
AR
Y D
ESI
GN
- N
OT
RE
LE
ASE
D F
OR
CO
NST
RU
CT
ION
DA
TE
:
SC
ALE
:
DE
SIG
NE
D:
DR
AW
N:
CH
EC
KE
D:
PEI JOB#:
CO
NC
EP
TU
AL LA
YO
UT
:
PR
ELIM
IN
AR
Y LA
YO
UT
:
FIN
AL D
ES
IG
N:
RE
LE
AS
ED
F
OR
C
ON
ST
:
PR
OJE
CT
S
TA
TU
S
RE
VIS
IO
NS
:
DR
AW
IN
G IN
FO
RM
AT
IO
N
SEAL
CLIE
NT
IN
FO
RM
AT
IO
N:
122
Cin
ema
Dri
veW
ilmin
gto
n, N
ort
h C
aro
lina
2840
3(9
10)
791-
6707
(O
) (9
10)
791-
6760
(F
)N
C L
icen
se #
: C-2
846
EC
HO
FA
RM
S, L
LC
c/o
MA
TR
IX D
EV
EL
OP
ME
NT
GR
OU
PC
N 4
000 F
OR
SG
AT
E D
RIV
EC
RA
NB
UR
Y, N
J 08512
18252.PE
WIL
MIN
GT
ON
, N
OR
TH
CA
RO
LIN
AA
T E
CH
O F
AR
MS
WO
OD
LA
ND
S L
AN
DIN
G
SIT
E P
LA
N
C-2.2
08/17/18
1" =
30'
RP
B
AE
C
RP
B
MATCH LINE - SEE SHEET C-2.1
MATCH LINE - SEE SHEET C-2.3
0 15 30 60 120
SCALE: 1"=30'
GRAPHIC SCALE
NC
GR
ID
(N
AD
83
/2
01
1)
EXISTING WETLANDS
(CONSIDERED TO BE
WATERS OF THE U.S.)
MID
VA
LE
D
RIV
E
60' P
UB
LIC
R
.O
.W
.
TREE PROTECTION
FENCING, TYP.
EXISTING WETLANDS
(CONSIDERED TO BE
WATERS OF THE U.S.)
25' WETLAND
SETBACK AREA,
TYP.
EXISTING SANITARY
SEWER, TYP. SEE UTILITY
PLAN FOR DETAILS
25' WETLAND
SETBACK AREA, TYP.
BICYCLE
PARKING (5)
BICYCLE
PARKING (5)
BICYCLE
PARKING (5)
PROPOSED
STORMWATER
POND
BICYCLE
PARKING (5)
HANDICAP PARKING
SIGN, TYP.
HANDICAP PARKING
SIGN, TYP.
HANDICAP PARKING
SIGN, TYP.
RESERVED
PARKLAND
RESERVED
PARKLAND
RESERVED
PARKLAND
RESERVED
PARKLAND
150' BUILDING
SETBACK
150' BUILDING
SETBACK
FLOODPLAIN
BOUNDARY, TYP.
(ZONE AE)
PROPOSED WHEEL
STOP (TYP.)
PROPOSED HIGH
VISIBILITY PEDESTRIAN
CROSSWALK
BICYCLE
PARKING (5)
PROPOSED
HYDRANT (TYP.)
PROPOSED
HYDRANT (TYP.)
PROPOSED
HYDRANT (TYP.)
M
AIN
TE
NA
NC
E
BLD
G
.
HANDICAP PARKING
SIGN, TYP.
PROPOSED
VERTICAL CURB &
GUTTER
PROPOSED
VALLEY CURB &
GUTTER
~161~
~160~
~158~
30' UTILITY R/W
15' D
EW
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
ET
WE
T
WE
T
WE
T
WE
T
WE
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
~159~
~207~
~157~
MAP BOOK 16
10' DRAINAGE EASEMENT
MAP BOOK 16 PAGE 13
~65~
PAGE 13
ECHO FARMS
MAP NO. 4
MAP BOOK 16 PAGE 13
SD
SD
S
D
S
D
S
D
S
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
WILSON JANET B
LAND USE: 10-1
ZONING: R-15
R07007-002-004-000
DB 15E0, PG 0591
WOLFE KENNETH J
JR JILL S
LAND USE: 10-1
ZONING: R-15
R07007-002-005-000
DB 5856, PG 1798
KUROWSKI
ROBERT J ANNE
LAND USE: 10-1
ZONING: R-15
R07007-002-006-000
DB 2774, PG 0945
ZWICK WILLIAM A
JUDITH A
LAND USE: 10-1
ZONING: R-15
R07007-002-007-000
DB 4914, PG 2647
CARPENTER LYNN ET AL
LAND USE: 10-1
ZONING: R-15
R07007-002-007-001
DB 5976, PG 2362
WINKLER JONATHAN P
ELIZABETH M
LAND USE: 10-1
ZONING: R-15
R07007-002-008-000
DB 4873, PG 1327
E
V
A
N
S
JE
N
N
IF
E
R
P
O
L
L
A
K
L
A
N
D
U
S
E
: 1
0
-1
Z
O
N
IN
G
: M
F
-LR
0
7
0
0
7
-0
0
3
-0
9
4
-0
0
0
D
B
5
9
6
7
, P
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R4'
(2)R5'
R3'
R4'
R
1
3
7
'
R
1
6
3
' R3'
R3'
R288'
R262'
9
13
9'
R45'
R45'
(2)R5'
(2)R5'
(2)R5'
R4'
R10'
R1'
R10'
R30'
R3'
R4'
R3'
R3'
R48.5'
R48.5'
(2)R2'
R1'
R557'
R583'
9
4
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5
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24'
2
7
'
5
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5
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18'
24'
8'
9'
TY
P.
R4'
R4'
R4'
R112'
R88'
2
7
'
5
'
5
'
2
6
'
5
'
5
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8
3
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'
9'
9'
TY
P.
18'
1
8
'
2
4
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5
'
5
5
'Ø
3
8
'Ø
1
6
'
1
6
'
1
6
'
5
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
NCDENR PWSS WATER PERMIT #:
WATER CAPACITY:
DWQ SEWER PERMIT #:
SEWER CAPACITY:
SEWER SHED # AND PLANT:
SEWER TO FLOW THROUGH NEI:
__________________________
______________________GPD
__________________________
______________________GPD
__________________________
YES or NO (CIRCLE ONE)
Approved Construction Plan
Name Date
Planning
Traffic
Fire
Date:____________ Permit #___________________
Signed: ____________________________________
NORTH CAROLINAILMINGTONWCITY OF
APPROVED STORMWATER MANAGEMENT PLAN
Public Services Engineering Division
MATCH LINE - SEE SHEET C-2.2
PR
EL
IMIN
AR
Y D
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GN
- N
OT
RE
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ASE
D F
OR
CO
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RU
CT
ION
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TE
:
SC
ALE
:
DE
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D:
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N:
CH
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D:
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122
Cin
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aro
lina
2840
3(9
10)
791-
6707
(O
) (9
10)
791-
6760
(F
)N
C L
icen
se #
: C-2
846
EC
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c/o
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18252.PE
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MIN
GT
ON
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AR
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OD
LA
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S L
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N
C-2.3
08/17/18
1" =
30'
RP
B
AE
C
RP
B
0 15 30 60 120
SCALE: 1"=30'
GRAPHIC SCALE
NC
GR
ID
(N
AD
83
/2
01
1)
PROPOSED
STORMWATER
POND
C
H
A
S
T
A
IN
D
R
IV
E
5
0
' P
U
B
L
IC
R
.O
.W
.
KEY MAP
SCALE: 1" = 250'
SHEET C-2.1
VICINITY MAP
SCALE: 1" = 1,000'
SITE
C
A
R
O
L
I
N
A
B
E
A
C
H
R
D
E
C
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O
F
A
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IN
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.
A
P
P
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E
T
O
N
W
A
Y
SHEET C-2.3
SHEET C-2.2
RESERVED
PARKLAND
25' WETLAND
BUFFER, TYP.
5' WIDE SIDEWALK,
TYP. SEE DETAILS
RESERVED
PARKLAND
RESERVED
PARKLAND
24" VERTICAL AND
GUTTER, TYP.
SEE DETAILS
FLOODPLAIN
BOUNDARY, TYP.
(ZONE AE)
150' BUILDING
SETBACK, TYP.
RESERVED
PARKLAND
RESERVED
PARKLAND
PROPOSED 5'
WIDE CONCRETE
SIDEWALK, TYP.
SEE DETAILS
5' WIDE CONCRETE
SIDEWALK, TYP.
SEE DETAILS
PROPOSED
PROPERTY LINE
(TYP.)
PROPOSED
PROPERTY LINE
(TYP.)
PROPOSED
HYDRANT (TYP.)
PROPOSED
STORMWATER
POND
C
H
A
S
T
A
I
N
D
R
I
V
E
5
0
'
P
U
B
L
I
C
R
.
O
.
W
.
PROPOSED
TRACT 3B
PROPOSED
TRACT 3B
25' WETLAND
BUFFER, TYP.
PROPOSED
WHEEL STOP, TYP.
24" VERTICAL AND
GUTTER, TYP.
SEE DETAILS
PROPOSED 5'
WIDE CONCRETE
SIDEWALK, TYP.
SEE DETAILS
W
a
S
e
S
e
J
O
O
n
N
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~164~
~161~
~160~
~158~
~165~
45' DRAINAGE R/W
MAP BOOK 16 PAGE 13
30' UTILITY R/W
15' D
E
~64~
~62~
~61~
~60~
~58~
~56~
~54~
~43~
~44~
~46~
~
4
2
~
~
3
8
~
~
3
7
~
~
3
6
~
~
3
5
~
~
3
4
~
~
2
3
~
~
2
5
~
~8~~9~
~11~
~13~
5
1
0
15
1
5
15
1
5
1
5
15
1
5
15
10
1
0
15
1
0
1
5
2
0
20
2
0
2
0
2
0
20
2
0
2
0
2
0
2
0
20
20
2
0
2
0
2
0
20
20
2
0
20
1
5
1
5
2
0
2
0
20
2
0
2
0
2
0
20
2
0
1
5
1
0
5
5
10
15
1
5
20
15
15
1
0
1
0
1
5
1
5
1
5
2
0
2
0
2
0
2
0
1
5
5
1
5
1
5
2
0
2
0
1
0
8
"
W
L
1
6
"
W
L
1
6
"
W
L
8
"
W
L
8
" W
L
X
X
X
ECHO POND VILLAS
MAP BOOK 27 PAGE 101
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
E
T
W
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W
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T
W
ET
W
E
T
W
E
T
W
E
T
W
E
T
W
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T
W
E
T
W
E
T
W
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T
W
ET
W
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T
W
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T
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E
T
W
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T
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T
W
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T
W
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T
W
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T
W
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T
W
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T
W
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T
W
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T
WE
T
WE
T
WE
T
W
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W
ET
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E
T
W
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T
WE
T
WE
TW
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WE
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WE
T
W
E
T
W
E
T
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T
W
ET
W
E
T
W
E
T
W
E
T
W
ET
W
E
T
W
E
T
WET
W
E
T
W
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T
W
ET
W
E
T
W
E
T
W
E
T
W
E
T
W
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W
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WET
WE
T
WE
T
WE
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W
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W
E
T
W
E
T
W
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W
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W
ET
WE
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WE
T
WE
T
W
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T
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W
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W
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W
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W
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W
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T
W
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T
~163~
~162~
~159~
~207~
~157~
30' UTILITY R/W
MAP BOOK 16 PAGE 13
MAP BOOK 16
10' DRAINAGE EASEMENT
MAP BOOK 16 PAGE 13
~65~
~63~
~59~
~57~
~55~
~53~
~52~
~51~
~50~
~49~
~48~
~45~
~47~
~
4
1
~
~
4
0
~
~
3
9
~
~
2
1
~
~
2
2
~
~
2
4
~
~
2
6
~
~7~
~7~
~8~
~9~
~10~
~12~
PAGE 13
ECHO FARMS
MAP NO. 4
MAP BOOK 16 PAGE 13
x
x
x
x
C
O
N
C
D
R
I
V
E
GENERATOR
ON CONC.
PAD
C
H
A
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L
I
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K
F
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4
5
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D
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1
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R
/
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SD
S
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2-8"
PALM TREE
14"OAK
16"CYPRESS
18"CYPRESS
3-20"
20" BLACK
20"GUM
22"CYPRESS
22"CYPRESS
CHERRY
PINE
12"OAK
18"CEDAR
16"PINE
20"PINE
20"PINE
18"PINE
18"PINE
12"HOLLY
18"PINE
20"PINE
14"HOLLY
18"PINE
18"PINE
12"PINE
20"PINE
18"PINE
18"PINE
18"PINE
18"PINE
18"PINE
14"PINE
18"PINE
18"PINE
20"PINE
20"PINE
18"PINE
18"PINE
T
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.
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X
X
X
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1
8
HYDRANT
HYDRANT
SHKOP MILTON ET AL
LAND USE: 10-1
ZONING: MF-L
R07007-003-021-000
DB 5538, PG 1429
MOFFIT THOMAS F
DONNA D
LAND USE: 10-1
ZONING: MF-L
R07007-003-020-000
DB 5926, PG 1610
MCINTYRE BRAN F
LAND USE: 10-1
ZONING: MF-L
R07007-003-019-000
DB 5557, PG 2500
STOUT NOVIL E JR
ALICE V HAILEY
LAND USE: 10-1
ZONING: MF-L
R07007-003-018-000
DB 5553, PG 2414
JONES JAMES F
TAMMY C
LAND USE: 10-1
ZONING: MF-L
R07007-003-017-000
DB 5926, PG 1524
MARSHALL ANNETTE
LOUISE
LAND USE: 10-1
ZONING: MF-L
R07007-003-016-000
DB 5565, PG 1875
DAVIDSON JULIA D
EDWARD P
LAND USE: 10-1
ZONING: MF-L
R07007-003-038-000
DB 5904, PG 2142
MPJP LTD.
LAND USE: 10-1
ZONING: MF-L
R07007-003-037-000
DB 6018, PG 0128
CAHOON MICHAEL
W ET AL
LAND USE: 10-1
ZONING: MF-L
R07007-003-036-000
DB 5928, PG 1252
BRENNAN
MARCELLA F
LAND USE: 10-1
ZONING: MF-L
R07007-003-035-000
DB 5875, PG 0010
ANDERSON LORI C
LAND USE: 10-1
ZONING: MF-L
R07007-003-034-000
DB 5928, PG 1505
D
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M
IL
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BULLARD JAMES L
SUSAN L
LAND USE: 10-1
ZONING: R-15
R07007-002-002-000
DB 1486, PG 0926
WILSON JANET B
LAND USE: 10-1
ZONING: R-15
R07007-002-004-000
DB 15E0, PG 0591
WILSON WILLIAM B
JR WHITNEY L
LAND USE: 10-1
ZONING: R-15
R07007-002-003-000
DB 5793, PG 0315
WOLFE KENNETH J
JR JILL S
LAND USE: 10-1
ZONING: R-15
R07007-002-005-000
DB 5856, PG 1798
KUROWSKI
ROBERT J ANNE
LAND USE: 10-1
ZONING: R-15
R07007-002-006-000
DB 2774, PG 0945
ZWICK WILLIAM A
JUDITH A
LAND USE: 10-1
ZONING: R-15
R07007-002-007-000
DB 4914, PG 2647
CARPENTER LYNN ET AL
LAND USE: 10-1
ZONING: R-15
R07007-002-007-001
DB 5976, PG 2362
WINKLER JONATHAN P
ELIZABETH M
LAND USE: 10-1
ZONING: R-15
R07007-002-008-000
DB 4873, PG 1327
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ECHO FARMS LLC
LAND USE: 797-RECREATIONAL
ZONING: MF-M-MULTI FAM MED DEN
R07006-002-001-000
DB 2307, PG 467
ECHO FARMS TOWNHOUSES
LAND USE: OAC-OWNERS
ASSOCIATION COMMON AREA
ZONING: MF-M-MULTI FAM MED DEN
R07007-002-049-000
DB 5531, PG 2432
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MB 17, PG 43
APPLETON WAY
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MP 16, PG 13
BELFAIRS D
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VICINITY MAP
SCALE: 1" = 1,000'
SITE
C
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NC
GR
ID
(N
AD
83
/2
01
1)
0 50 100 200 400
SCALE: 1"=100'
GRAPHIC SCALE
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
NCDENR PWSS WATER PERMIT #:
WATER CAPACITY:
DWQ SEWER PERMIT #:
SEWER CAPACITY:
SEWER SHED # AND PLANT:
SEWER TO FLOW THROUGH NEI:
__________________________
______________________GPD
__________________________
______________________GPD
__________________________
YES or NO (CIRCLE ONE)
Approved Construction Plan
Name Date
Planning
Traffic
Fire
Date:____________ Permit #___________________
Signed: ____________________________________
NORTH CAROLINAILMINGTONWCITY OF
APPROVED STORMWATER MANAGEMENT PLAN
Public Services Engineering Division
PR
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- N
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791-
6707
(O
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6760
(F
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08/17/18
1" =
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RP
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T
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EXISTING
ASPHALT
PATH
A
P
P
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T
O
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W
A
Y
SITE INVENTORY DATA
1. PREPARER OF THE PLAN: PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NC 28403
2. APPLICANT NAME: MATRIX DEVELOPMENT GROUP
CN 400 FORSGATE DRIVE
CRANBURY, NJ 00512
3. SITE ADDRESS: 4114 ECHO FARMS BOULEVARD
WILMINGTON, NC 28401
4. PROPERTY OWNER: ECHO FARMS, LLC
3 CENTRE DRIVE
MONROE TWP., NJ 08831
5. DEVELOPER: SAME AS PROPERTY OWNER
6. PROPERTY BOUNDARY: SEE PLAN
7. ZONING: MF-M & O&I-1
8. ADJACENT PROPERTY INFORMATION SEE PLAN
(OWNER AND ZONING):
9. VICINITY MAP: SEE MAP ABOVE
10. TOPOGRAPHY: SEE PLAN
11. 100 YEAR FLOOD PLAIN BOUNDARY: SUBJECT PARCEL LIES WITHINFLOOD ZONE
AE (EL 9) AS INDICATED BY FEMA FLOOD ZONE
MAP NUMBER 3720312500K BEARING AN
EFFECTIVE DATE OF AUGUST 28, 2018.
12. LOCATION OF EXISTING DITCHES, SEE PLAN
CREEKS, AND STREAMS:
13. SOILS: ONSLOW LOAMY FINE SAND (On)
JOHNSTON SOILS (JO)
CRAVEN FINE SANDY LOAM (Cr)
(SEE SOILS MAP ABOVE)
14. CAMA AEC & ASSOCIATED SETBACKS: N/A
15. CAMA LAND CLASSIFICATION: URBAN / CONSERVATION AREA
16. CONSERVATION RESOURCES: SWAMP FOREST
17. LOCAL, STATE, OR FEDERAL N/A
HISTORIC OR ARCHAEOLOGICAL SITE:
18. LOCATION OF CEMETERIES, N/A
BURIAL SITES, OR BURIAL GROUNDS:
19. SQUARE FOOTAGE OF FORESTED N/A
AREA, HABITAT, AND DOMINANT SPECIES:
20. SECTION 404 WETLANDS AND SECTION 10 WATERS: N/A
21. PROTECTED SPECIES OR HABITAT: N/A
22. THOROUGHFARES, BIKE ROUTES, SIDEWALKS, TRANSIT SEE PLAN & VICINITY MAP
FACILITIES (EXISTING):
SOILS MAP
SCALE: 1" = 500'
SITE
C
A
R
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B
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EXISTING POND
(CONSIDERED TO BE
WATERS OF THE U.S.)
EXISTING WETLANDS
(CONSIDERED TO BE
WATERS OF THE U.S.)
EXISTING
ASPHALT
PATH
EXISTING
WETLANDS, TYP.
(CONSIDERED
WATERS OF THE U.S.)
EXISTING
SIGNAGE
(TYP.)
B
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M
S
B
L
V
D
.
6
0
'
P
U
B
L
I
C
R
/
W
C
A
R
O
L
I
N
A
B
E
A
C
H
R
O
A
D
(
U
S
H
W
Y
.
4
2
1
)
P
U
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
-
W
I
D
T
H
V
A
R
I
E
S
FLOODPLAIN
BOUNDARY
(ZONE AE)
FLOODPLAIN
BOUNDARY
(ZONE AE)
EXISTING
CULVERT
BIKE LANE
(TYP.)
BIKE ROUTE
(TYP.)
EXISTING WETLANDS
(CONSIDERED TO BE
WATERS OF THE U.S.)
N
E
W
C
A
S
T
L
E
D
R
P
R
IV
A
T
E
R
/W
T
E
R
R
IN
G
T
O
N
D
R
P
R
IV
A
T
E
R
/W
P
E
E
B
L
E
D
R
P
R
I
V
A
T
E
R
/
W
ECHO FARMS
GOLF AND
COUNTRY CLUB
EXISTING
GAZEBO
TREES TO BE
REMOVED, TYP.
FLOODPLAIN
BOUNDARY
(ZONE AE)
25' WETLAND
SETBACK AREA, TYP.
EXISTING
SANITARY
SEWER
EXISTING
WATER LINES
