EL 4-6-2022 permitting set_v1 (1)DRAWN:
SCALE:
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
(910) 815-0775 (910) 815-0593 FAX SHEET:
ADDRESS:
PHONE:
DEVELOPER:
DLM
C-0647
910-791-3354
WILMINGTON, NC 28408
PO BOX 15025
ESTRELLA LANDING APARTMENTS, LLC
1" = 40'
APARTMENTS
ESTRELLA LANDING
WILMINGTON, NC 28411
4615 GORDON ROAD
GRAPHIC SCALE:
0 4040
1" = 40'
80
OF 11
PROJECT DATA
MINIMUM SIDE YARD
MINIMUM REAR YARD
MINIMUM FRONT YARD
MAXIMUM BLDG HEIGHT
PER CASE # Z21-03
DIMENSIONAL REQUIREMENTS
3 BEDROOM
2 BEDROOM
1 BEDROOM
TOTAL NUMBER OF UNITS
PROPOSED USE
STREAM INDEX
CLASSIFICATION
RECIEVING STREAM
DISTUBANCE LIMITS
RESERVE
PARKING/DRIVE AISLES
WALKWAYS
BUILDING
% OF PROPERTY
TOTAL BUA
PROPERTY AREA
CAMA LUC
ZONING
DEED BOOK/PAGE
PARCEL ID
20 FT
25 FT
35 FT
45 FT
36
35
13
84
APARTMENTS
18-74-63
C;Sw
SMITH CREEK
4.6 AC
9,000 SF
58,345 SF
10,999 SF
37,557 SF
52.1 %
115,901 SF
2.45 AC
222,635 SF
5.11 AC
URBAN MIXED USE
CZD RMF-M
4797/397
R04300-001-007-000
DIRECTED TO THE COLLECTION/TREATMENT SYSTEM.
7. ALL RUNOFF FROM IMPERVIOUS SURFACES SHALL BE
6. SOLID WASTE REMOVAL BY PRIVATE CONTRACTOR.
5. WATER AND SEWER SERVICE PROVIDED BY CFPUA.
PROPERTY, AS DELINEATED BY OTHERS.
4. 404 WETLANDS ARE FOUND ON THE SUBJECT
FUTURE 100 YEAR FLOOD ZONE BFE = 20.2
3. CURRENT 100 YEAR FLOOD ZONE BFE = 16.0
FEMA FLOOD ZONE PANEL 3720314900K.
LOCATED IN THE 100 YEAR FLOOD ZONE PER
2. A PORTION OF THE SUBJECT PROPERTY IS
1. BOUNDARY BY OTHERS.
GENERAL NOTES:
SITE
WILMINGTON
TO
NTS
VICINITY MAP
G
O
R
D
O
N
R
D
NORTH
COLLEGE
R
D
I-
4
0
GORDON RD
BLOU
NT DR
SH
AW
D
R
ROS
EBA
Y TERRA
C
E
(162 PROVIDED, INCLUDING 21 VAN ACCESSIBLE SPACES)
162 SPACES REQUIRED
2.0 SPACES PER 3 BEDROOM UNIT X 36 UNITS = 72 SPACES
2.0 SPACES PER 2 BEDROOM UNIT X 35 UNITS = 70 SPACES
1.5 SPACES PER 1 BEDROOM UNIT X 13 UNITS = 20 SPACES
PER SECTION 81-1 FOR APARTMENTS:
PARKING CALCULATIONS
SHEET INDEX
DETAILS
UTILITY PROFILE
UTILITY COVER
EROSION CONTROL
GRADING
LANDSCAPING
COVER
7-10
6
5
4
3
2
1
DISTURBED AREA
SILT FENCE
SWALE
EX CONTOURS
WETLAND LINE
STORMDRAIN
PROP WATER MAIN
EX WATER MAIN
PROJECT BOUNDARY
LEGEND
14 15
RESIDENT COMPUTER CENTER
COVERED PORCH WITH SEATING, AND
-CLUBHOUSE WITH MULTIPURPOSE ROOM,
-BENCH SEATING IN 4 LOCATIONS
AND 2 GRILLS
-COVERED PICNIC AREA WITH 2 TABLES
-PLAYGROUND WITH BENCH SEAT
NCHFA REQUIRED AMENITIES:
COVER
1
PLANT MATERIALS REQUIRED
BUFFER WIDTH REQUIRED
REQUIRED TRANSITIONAL BUFFER
BUFFER NOTES:
OPACITY WITHIN ONE YEAR.
SHALL BE 6' HIGH AND PROVIDE 100%
MINIMUM 3 ROWS OF PLANTING WHICH
20'
ADJACENT TO R-15 SINGLE FAMILY USE
TYPE A OPAQUE BUFFER
OPEN SPACE PROVIDED: 1.73 ACRES (34%)
OPEN SPACE REQUIRED: 1.02 ACRES (20%)
OPEN SPACE NOTES:
A TIA IS NOT PROPOSED
FOR 84 DWELLING UNITS
USE CODE 221 (MID RISE APARTMENTS)
MANUAL, 10TH EDITION
EVALUATION PER ITE TRIP GENERATION
PM PEAK: 37
AM PEAK: 29
DAILY: 456
RAMEY KEMP ASSOCIATES EVALUATION:
VEHICLE TRIPS PER A 1/29/2021
TRAFFIC NOTES
DATE
DAVID L. MENIUS, P.E
SEAL
35677
HTR
O
CAR
O N
A
LI
O
NA
SSEFOR
P
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I
....
.
.
.
......
.........
.
.
..........
NE
NGI EER
V
D
A IDL MENIUS
.
N
35' FRONT SETBACK
20' SIDE SETBACK
2
0
'
S
I
D
E
S
E
T
B
A
C
K
A
N
D
T
Y
P
E
A
O
P
A
Q
U
E
B
U
F
F
E
R
14 SPACES
7 SPACES
7 SPACES
17 SPACES
17 SPACES
7 SPACES
1
5
S
P
A
C
E
S
3
S
P
AC
E
S
4
S
P
A
C
E
S
8
S
P
AC
E
S
9
S
P
A
C
E
S
1
0
S
P
A
C
E
S
IN SHARED AISLE
SKIP CENTERLINE MARKINGS
PROVIDE YELLOW 10'/30'
5 SPACES
10 SPACES6 SPACES
5
S
P
AC
E
S
8
S
P
A
C
E
S
BUILDING 100
BUI
L
DI
NG
3
0
0
BUILDING 200
3'R
20'R
S
S
S
5 SPACES
O
U
T
F
L
O
O
D
I
N
1
0
0
Y
E
A
R
C
U
R
R
E
N
T
I
N
F
L
O
O
D
O
U
T
1
0
0
Y
E
A
R
C
U
R
R
E
N
T
ZONE
FLOOD
AE 16
OUT
W
ETLA
ND
I
N
404
OUT
FLOOD
I
N
1
0
0
YEAR
CURRENT
ZONE
FLOOD
AE 16
O
U
T
WE
T
L
A
N
D
I
N
4
0
4
PE
R
DEED
BOOK
2
6
43
PAGE
7
8
4
2
0
'
PRI
VAT
E
UTI
LI
TY
EAS
EMENT
PER MAP BOOK 38 PAGE 21530' PUBLIC UTILITY EASEMENT
PER MAP BOOK 38 PAGES 214/21545' PUBLIC UTILITY EASEMENT
PER MAP BOOK 38 PAGE 21445' PUBLIC UTILITY EASEMENT
AND DEED BOOK 1215 PAGE 217PER DEED BOOK 2643 PAGE 78460' ACCESS EASEMENT
USE: 958-UNUSED
ZONE: R-15
PID: R04300-001-010-000
D.B. 5565 PG. 2451
GORDON ROAD INVESTMENTS LLC
USE: 12-APARTMENT
ZONE: R-15
PID: R04300-001-004-000
D.B. 6167 PG. 124
APARTMENTS, LLC
HAWTHORNE AT SMITH CREEK
USE: 11-MULTIPLE HOMES
ZONE: R-15
PID: R04300-008-017-001
D.B. 5958 PG. 1628
ROBERT EVANS JR
USE: 58-GAS STATION
ZONE: B-1
PID: R04300-001-008-000
D.B. 6392 PG. 619
GORDON 4601, LLC
USE: 958-UNUSED
ZONE: B-1
PID: R04300-001-009-000
M.B. 49 PG. 214
D.B. 6410 PG. 1659
ANN S DOWNING
USE: 12-APARTMENT
ZONE: R-15
PID: R04300-001-004-000
D.B. 6167 PG. 124
APARTMENTS, LLC
HAWTHORNE AT SMITH CREEK
PLAYGROUNDSHELTER
PICNIC
CLUBHOUSE
USE: 958-UNUSED
ZONE: R-15
PID: R04300-001-008-000
D.B. 1215 PG. 217
CARRIE WOOTEN HEIRS
P
UBLI
C
R/
W
WI
DTH
VARI
ES)
(
SR
2
0
4
8
GORDON
ROAD
SIGN
SIGNAGE ALONG DRIVE AISLE
PROVIDE "NO PARKING"
VEHICE BACKING AREA
TO DELINATE DRIVE AISLE FROM
PROVIDE YELLOW PAINTED MEDIAN
14'
14'
MEDIAN
CONCRETE
MOUNTABLE
12'
13'
24'
24'
24'
24'
5 SPACES
24'
TRANSFORMER
RELOCATE EX
CONDITIONS)
(1% FUTURE
ZONE X
OUT FLOOD
IN 100 YEAR
FUTURE
I
N
F
L
O
O
D
O
U
T
1
0
0
Y
R
F
U
T
U
R
E
PER MAP BOOK 65 PAGE 87
CFPUA UTILTY EASEMENT
50' PUBLIC R/W AND
ROSEBAY TERRACE
PER MAP BOOK 65 PAGE 87
10' GENERAL UTIL. EASE.
PER MAP BOOK 65 PAGE 87
10' GENERAL UTIL. EASE.
PAD FOR BENCH
6' X 10' CONCRETE
PAD FOR BENCH
6' X 10' CONCRETE
PAD FOR BENCH
6' X 10' CONCRETE
PAD FOR BENCH
6' X 10' CONCRETE
LIGHT POLE
RELOCATE EX
POWER POLE
RELOCATE EX
R/W
R/W
UTIL. EASE.
20' PUBLIC
PROPOSED
N 10°51'52" E 145.85'
48.
8
2'
S
7
1
°
53
'
54"
E
S
8
0
°
0
2
'
2
5
"
E
3
9
.
1
0
'
S 14°09'42" W 135.89'
S
6
6°
2
6'4
4"
E
118.
45'
S 12°38'06" W 504.51'
N
7
4
°
3
6'
4
9
"
W
1
6
4
.
5
5
'
N
7
4
°
3
4
'
4
3
"
W
1
6
2
.
8
5
'
S 10°50'19" W 426.83'
S 10°50'30" W 424.56'
N 10°51'52" E 417.82'
50.25'
N 72°14'55" W
9.99'
N 72°08'33" W
S
7
5
°
5
1
'
2
7
"
E
5
8
.
4
1
'
N
8
9
°
0
0'
3
2
"
E
4
2.
1
5'
N 70°38'40"
E
53.65'
N 64°28'40" E
75.20'
59
.
9
9'
N
7
4
°
2
3
'
0
4
"
W
COUNTED TOWARDS MITIGATION.
STREETYARDS, AND BUFFER STRIPS SHALL NOT BE
TREES PLANTINGS FOR INTERIOR LANDSCAPING,
LIVE OAK, LONG LEAF PINE, OR OTHER CANOPY SPECIES.
MITIGATION TREE PLANTINGS MAY INCLUDE RIVER BIRCH,
WHICH CONFLICT WITH ESSENTIAL SITE IMPROVEMENTS.
ALL DOCUMENTED TREES TO BE REMOVED ARE IN LOCATIONS
EXTENT PRACTICABLE REGARDLESS OF SPECIES OR SIZE
EXISTING TREES SHALL BE RETAINED TO THE GREATEST
TREE NOTES:
TREES REQUIRED (SATISFIED THROUGH RETAINING TREES)
OF DISTURBANCE. 4.6 ACRES DISTURBED X 15 = 69
RETAIN OR PLANT 15 TREES (2" CALIPER) PER ACRE
IN ADDITION TO MITIGATION OF SIGNIFICANT TREES,
WHICH ARE A MINIMUM OF 2 INCHES IN DIAMETER
OF 71 TOTAL DIAMETER INCHES OF EXISTING TREES
MITIGATION SHALL BE SATISFIED PY PRESERVATION
TOTAL DIAMETER INCHES MITIGATION REQUIRED = 106
TOTAL DIAMETER INCHES REMOVED = 53
SIGNIFICANT TREE MITIGATION CALCULATIONS
(5' PROVIDED)
= 5' WIDE REQUIRED FOUNDATION PLANTING
40 FT MAXIMUM FACADE HEIGHT X 12%
FOUNDATION PLANTING CALCULATIONS
NA
STREETYARD CALCULATIONS
VEGETATIVE GROUND COVER
WITH GROUNDCOVER CONSISTING OF MULCH OR
PROVIDE LIVE OAKS AS NOTED ON PLAN ALONG
(4,668 PROVIDED)
58,345 SF X 8.0% = 4,668 SF REQUIRED
PARKING + DRIVE AISLE = 58,345 SF
PARKING LOT INTERIOR LANDSCAPING CALCULATIONS
(REFER TO NOTES FOR TYPE)
SIGNIFICANT TREE REMOVAL
MITIGATION PLANTING FOR
SIGNIFICANT TREE (RETAINED)
SIGNIFICANT TREE (REMOVED)
(RETAINED)DOCUMENTED TREE
DOCUMENTED TREE (REMOVED)
AZALEA
WAXMYRTLE
LIVE OAK
DRAWN:
SCALE:
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
(910) 815-0775 (910) 815-0593 FAX SHEET:
ADDRESS:
PHONE:
DEVELOPER:
DLM
C-0647
910-791-3354
WILMINGTON, NC 28408
PO BOX 15025
ESTRELLA LANDING APARTMENTS, LLC
1" = 30'
APARTMENTS
ESTRELLA LANDING
WILMINGTON, NC 28411
4615 GORDON ROAD
GRAPHIC SCALE:
0 3030
1" = 30'
60
OF 11
LANDSCAPE PLAN
2
PLANT MATERIALS REQUIRED
BUFFER WIDTH REQUIRED
REQUIRED TRANSITIONAL BUFFER
BUFFER NOTES:
OPACITY WITHIN ONE YEAR.
SHALL BE 6' HIGH AND PROVIDE 100%
MINIMUM 3 ROWS OF PLANTING WHICH
20'
ADJACENT TO R-15 SINGLE FAMILY USE
TYPE A OPAQUE BUFFER
12PN
18PN
MAGNOLIA
REMOVE 8"
MAGNOLIA
RETAIN 8"
DATE
DAVID L. MENIUS, P.E
SEAL
35677
HTR
O
CAR
O N
A
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NA
SSEFOR
P
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.
.
.
......
........
.
.
.
..........
NE
NGI EER
V
D
A IDL MENIUS
.
N
LIMITS OF DISTURBNACE
AT THE PROPOSED
PROVIDE TREE FENCING
BUILDING 100
BUI
LDI
NG
3
0
0
BUILDING 200
2
9
29
28
28
2
8
28
28
28
27
27
2727
27
27
27
27
27
2
6
26
2626
26 26 26
26
26
2
6
25
25
25
25 25
25
25
25
2
5
25
25
25
25
25
25 25
24
24
24
24
24
24
24
24
24
24
24
24
2
4
24
23
23
23
23
23
23
23
23
23
2
3
23
23
23
23
22
22
22
22
22
22
22
22
22
22
22
22
22
2
2
21 2
1
2
1
21
21
21
21
21 21
21
21
21
21
21
21
20
20
20
20
20
20
20
20
20
20
2
0
2
0
20
20
20
20
1
9
19
19
19
19
19
19
19
19
19
1
9
19
1
9
19
19
19
1919
18
18
18
18
1818
18
1
8
1
8
18
18
1
8
1
8
18
17
17
1
7
17
17
17
17
17
17
17 17
16
16
16
1
6
16
16
16
16
16
16
16
1
5
15
15
15
15
15
15
15
14
14
14
14
14
14
OU
T
W
ETLA
N
D
I
N
404
PLAYGROUNDSHELTER
PICNIC
CLUBHOUSE
SIGN
W/ 3 LIVE OAKS
LANDSCAPING
PERIMETER
60 LF (TOTAL)
W/ 1 LIVE OAK
LANDSCAPING
222 SF INTERIOR
W/ 1 LIVE OAK
LANDSCAPING
280 SF INTERIOR
W/ 1 LIVE OAK
LANDSCAPING
222 SF INTERIOR
W/ 1 LIVE OAK
LANDSCAPING
222 SF INTERIOR
W/ 1 LIVE OAK
LANDSCAPING
222 SF INTERIOR
W/ 1 LIVE OAK
LANDSCAPING
222 SF INTERIOR
W/ 1 LIVE OAK
LANDSCAPING
222 SF INTERIOR
W/ 1 LIVE OAK
LANDSCAPING
280 SF INTERIOR
W/ 1 LIVE OAK
LANDSCAPING
280 SF INTERIOR
W/ 1 LIVE OAK
LANDSCAPING
280 SF INTERIOR
W/ 1 LIVE OAK
LANDSCAPING
280 SF INTERIOR
W/ 1 LIVE OAK
LANDSCAPING
280 SF INTERIOR
W/ 1 LIVE OAK
LANDSCAPING
280 SF INTERIOR
W/ 1 LIVE OAK
LANDSCAPING
280 SF INTERIOR
FOR FUTURE CONNECTION
RESERVE 25' CORRIDOR
OR FDCS
TO--FIRE HYDRANTS
--OR HINDER ACCESS
OBSCURE LOCATION OF
PLANTINGS SHALL NOT
HYD
HYD FDC
FDC
FDC
W/ 1 LIVE OAK
LANDSCAPING
264 SF INTERIOR
W/ 1 LIVE OAK
LANDSCAPING
264 SF INTERIOR
W/ 1 LIVE OAK
LANDSCAPING
284 SF INTERIOR
W/ 1 LIVE OAK
LANDSCAPING
284 SF INTERIOR
ON 5' SPACING
DRIVE AISLES WITH AZALEAS
BETWEEN BUILDING AND PARKING/
5' WIDE FOUNDATION PLANTINGS
PLANTED +/- 8' ON CENTER
PROVIDE 3 ROWS OF WAX MYRTLES
20' WIDE TYPE A OPAQUE BUFFER
AZALEAS ON 5' SPACING
DRIVE AISLES WITH
BUILDING AND PARKING/
PLANTINGS BETWEEN
5' WIDE FOUNDATION
ON 5' SPACING
DRIVE AISLES WITH AZALEAS
BETWEEN BUILDING AND PARKING/
5' WIDE FOUNDATION PLANTINGS
AZALEAS ON 5' SPACING
DRIVE AISLES WITH
BUILDING AND PARKING/
PLANTINGS BETWEEN
5' WIDE FOUNDATION
PER
MAP BOOK
65
PAGE
87
CFPUA UTILTY
EASEMENT
50
' PUBLIC
R/W AND
ROSEBAY
TERRACE
PER MAP BOOK 65
PAGE 87
10' GENERAL UTIL. EASE.
13
12
UTIL. EASE.
20' PUBLIC
PROPOSED
GM 10
PN 14
PN 16
PN 16MG 6
MG 6
PN 14PN 14
PN 14
PN 14
PN 14
GM 8GM 8
MAGNOLIA
REMOVE 8"
PN 12
PN 14
PN 12POPLAR
REMOVE 20"
MAGNOLIA
REMOVE 8"
13PN
13PN
MAGNOLIA
REMOVE 9"
10OK
14PN
12PN
12PN
12PN
6MG
12PN
12PN
12PN
8OK
13PN14PN
14PN
12PN
12PN
10GM
13PN
10OK
14PN
9OK
12PN
12PN
12PN
14PN
12PN
14PN
14PN
14PN 12PN
12PN
16PN
16PN
14PN
16PN
12GM
16PN
12PN
12PN
12PN
12PN
13PN
12PN
12PN
12PN
PN 14
PN 14
PN 14
GM 10
12PN
10OK
MAGNOLIA
REMOVE 8"
18PN
4MG
12PN
14PN
12PN
4MG 12PN
12PN
13PN
12PN
12PN
14PN 12PN
14PN
16GM
12PN
10GM
10GM
18GM
15PN
13PN
12PN
12PN
12PN
14PN
12PN
12PN
12PN12PN
12PN12PN
8GM
14PN14PN
5MG
12PN 12PN
12PN
12PN
12PN12PN
14PN
13PN
12PN 18GM
10OK
13GM
13GM
14PN
12PN
12PN
16GM
14PN
12PN
12PN
8OK
12PN
4AH
5AH
12PN
12PN
12PN12PN
12PN12PN
8GM
12PN
7MG
13PN
12PN
12PN
15PN
8GM
13PN
12PN 5MG
12PN
12PN
10OK
14PN
13PN
8GM
10GM
8OK
9OK 10OK
8OK
9OK
14PN
14PN
14PN 12PN
8OK 8GM 9GM
9GM
8GM
13PN
12PN
12PN
12PN
12PN
12PN
13PN
10OK
18PN
17PN
8GM
10OK
10GM
12GM
10GM
13OK
6MG
8GM
8PO
14PN
16PN 12PN
14GM
8OK
13PN
12PN
12PN
12PN
12PN
9OK
8OK
16PN
17PN 10GM
8OK
4MG
4MG
4MG
14PN
8OK
15PN
15PN
16PN
8OK
12PN
8GM
10GM
12PN 8OK
12PN
16PN
9GM
12PN
12PN
12PN
PN 15
PN 14
PN 22
12MP
12PN
18PO
12MP
15PO
12PN
12PN
12PN18PO
PN 14
PN 13
12PN
DRAWN:
SCALE:
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
(910) 815-0775 (910) 815-0593 FAX SHEET:
ADDRESS:
PHONE:
DEVELOPER:
DLM
C-0647
910-791-3354
WILMINGTON, NC 28408
PO BOX 15025
ESTRELLA LANDING APARTMENTS, LLC
1" = 30'
APARTMENTS
ESTRELLA LANDING
WILMINGTON, NC 28411
4615 GORDON ROAD
GRAPHIC SCALE:
0 3030
1" = 30'
60
OF 11
IMPERVIOUS SURFACES TO POND
DIRECT ALL RUNOFF FROM
NOTE:
GRADING PLAN
3
--DRAINAGE AREAS
A
DATE
DAVID L. MENIUS, P.E
SEAL
35677
HTR
O
CAR
O N
A
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NA
SSEFOR
P
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I
....
.
.
.
......
........
.
.
.
..........
NE
NGI EER
V
D
A IDL MENIUS
.
N
BUILDING 100
BUI
LDI
NG
3
0
0
BUILDING 200
2
9
29
28
28
2
8
28
28
28
27
27
2727
27
27
27
27
27
2
6
26
2626
26 26 26
26
26
2
6
25
25
25
25 25
25
25
25
2
5
25
25
25
25
25
25 25
24
24
24
24
24
24
24
24
24
24
24
24
2
4
24
23
23
23
23
23
23
23
23
23
2
3
23
23
23
23
22
22
22
22
22
22
22
22
22
22
22
22
22
2
2
21 2
1
2
1
21
21
21
21
21 21
21
21
21
21
21
21
20
20
20
20
20
20
20
20
20
20
2
0
2
0
20
20
20
20
1
9
19
19
19
19
19
19
19
19
19
1
9
19
1
9
19
19
19
1919
18
18
18
18
1818
18
1
8
1
8
18
18
1
8
1
8
18
17
17
1
7
17
17
17
17
17
17
17 17
16
16
16
1
6
16
16
16
16
16
16
16
1
5
15
15
15
15
15
15
15
14
14
14
14
14
14
EX 18" HDPE
EX 18" HDPE
PLAYGROUNDSHELTER
PICNIC
CLUBHOUSE
SIGN
INV 17.00
RIM 21.3
(RETAIN)
EX DI
PER
MAP BOOK
65
PAGE
87
CFPUA UTILTY
EASEMENT
50
' PUBLIC
R/W AND
ROSEBAY
TERRACE
PER MAP BOOK 65
PAGE 87
10' GENERAL UTIL. EASE.
13
12
DA=0.01 AC
DI 2
DA=0.01 AC
DI 1
DA=0.25 AC
CB 1
DA=0.17 AC
CB 2
DA=0.74 AC
DI 9
DA=0.00 AC
JB 1
DA=0.65 AC
CB 4
DA=0.30 AC
DI 5
DA=0.17 AC
DI 6
DA=0.08 AC
DI 7
DA=0.18 AC
DI 8
DA=0.41 AC
CB 3
TOT DA=3.75 AC
SUB DA=0.36 AC
STRUCTURE
OUTLET
DA=0.18 AC
DI 4
DA=0.26 AC
DI 3
UTIL. EASE.
20' PUBLIC
PROPOSED
COUNTED TOWARDS MITIGATION.
STREETYARDS, AND BUFFER STRIPS SHALL NOT BE
TREES PLANTINGS FOR INTERIOR LANDSCAPING,
LIVE OAK, LONG LEAF PINE, OR OTHER CANOPY SPECIES.
MITIGATION TREE PLANTINGS MAY INCLUDE RIVER BIRCH,
WHICH CONFLICT WITH ESSENTIAL SITE IMPROVEMENTS.
ALL DOCUMENTED TREES TO BE REMOVED ARE IN LOCATIONS
EXTENT PRACTICABLE REGARDLESS OF SPECIES OR SIZE
EXISTING TREES SHALL BE RETAINED TO THE GREATEST
TREE NOTES:
TREES REQUIRED (SATISFIED THROUGH RETAINING TREES)
OF DISTURBANCE. 4.6 ACRES DISTURBED X 15 = 69
RETAIN OR PLANT 15 TREES (2" CALIPER) PER ACRE
IN ADDITION TO MITIGATION OF SIGNIFICANT TREES,
WHICH ARE A MINIMUM OF 2 INCHES IN DIAMETER
OF 71 TOTAL DIAMETER INCHES OF EXISTING TREES
MITIGATION SHALL BE SATISFIED PY PRESERVATION
TOTAL DIAMETER INCHES MITIGATION REQUIRED = 106
TOTAL DIAMETER INCHES REMOVED = 53
SIGNIFICANT TREE MITIGATION CALCULATIONS
(5' PROVIDED)
= 5' WIDE REQUIRED FOUNDATION PLANTING
40 FT MAXIMUM FACADE HEIGHT X 12%
FOUNDATION PLANTING CALCULATIONS
NA
STREETYARD CALCULATIONS
VEGETATIVE GROUND COVER
WITH GROUNDCOVER CONSISTING OF MULCH OR
PROVIDE LIVE OAKS AS NOTED ON PLAN ALONG
(4,668 PROVIDED)
58,345 SF X 8.0% = 4,668 SF REQUIRED
PARKING + DRIVE AISLE = 58,345 SF
PARKING LOT INTERIOR LANDSCAPING CALCULATIONS
(REFER TO NOTES FOR TYPE)
SIGNIFICANT TREE REMOVAL
MITIGATION PLANTING FOR
SIGNIFICANT TREE (RETAINED)
SIGNIFICANT TREE (REMOVED)
(RETAINED)DOCUMENTED TREE
DOCUMENTED TREE (REMOVED)
AZALEA
WAXMYRTLE
LIVE OAK
DRAWN:
SCALE:
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
(910) 815-0775 (910) 815-0593 FAX SHEET:
ADDRESS:
PHONE:
DEVELOPER:
DLM
C-0647
910-791-3354
WILMINGTON, NC 28408
PO BOX 15025
ESTRELLA LANDING APARTMENTS, LLC
1" = 30'
APARTMENTS
ESTRELLA LANDING
WILMINGTON, NC 28411
4615 GORDON ROAD
GRAPHIC SCALE:
0 3030
1" = 30'
60
OF 11
IMPERVIOUS SURFACES TO POND
DIRECT ALL RUNOFF FROM
NOTE:
GRADING PLAN
3
12PN
18PN
MAGNOLIA
REMOVE 8"
MAGNOLIA
RETAIN 8"
DATE
DAVID L. MENIUS, P.E
SEAL
35677
HTR
O
CAR
O N
A
LI
O
NA
SSEFOR
P
L
I
....
.
.
.
......
........
.
.
.
..........
NE
NGI EER
V
D
A IDL MENIUS
.
N
BUILDING 100
BUI
LDI
NG
3
0
0
BUILDING 200
2
9
29
28
28
2
8
28
28
28
27
27
2727
27
27
27
27
27
2
6
26
2626
26 26 26
26
26
2
6
25
25
25
25 25
25
25
25
2
5
25
25
25
25
25
25 25
24
24
24
24
24
24
24
24
24
24
24
24
2
4
24
23
23
23
23
23
23
23
23
23
2
3
23
23
23
23
22
22
22
22
22
22
22
22
22
22
22
22
22
2
2
21 2
1
2
1
21
21
21
21
21 21
21
21
21
21
21
21
20
20
20
20
20
20
20
20
20
20
2
0
2
0
20
20
20
20
1
9
19
19
19
19
19
19
19
19
19
1
9
19
1
9
19
19
19
1919
18
18
18
18
1818
18
1
8
1
8
18
18
1
8
1
8
18
17
17
1
7
17
17
17
17
17
17
17 17
16
16
16
1
6
16
16
16
16
16
16
16
1
5
15
15
15
15
15
15
15
14
14
14
14
14
14
O
U
T
F
L
O
O
D
I
N
1
0
0
Y
E
A
R
C
U
R
R
E
N
T
I
N
F
L
O
O
D
O
U
T
1
0
0
Y
E
A
R
C
U
R
R
E
N
T
ZONE
FLOOD
AE 16
OU
T
W
ETLA
N
D
I
N
404
OUT
F
LOOD
I
N
1
0
0
YEAR
CURRENT
ZONE
FLOOD
AE 16
EX 18" HDPE
EX 18" HDPE
FFE 23.95
x22.45
21.30x FFE 22.45
x
20.70
20.70
x
x20.50
x21.55
FFE 22.45
1
21
110
9
TOE 14.00
X RIPRAP APRON
TOE 14.00
TOP 19.10
X
RCP OUT 13.80
ORIFICE INV 14.00
SLOT INV 15.10
TOP 18.10
STRUCTURE
OUTLET
TOE 14.00
TOP 18.60
SECTION
40' WEIR
TOE 14.00
TOP 19.10 X
24" RCP
22 LF
1
3
11
10
9
14
12
13
NHC 25 YEAR POOL 18.05
DEQ TEMP POOL 15.10
PERMENANT POOL 14.00
TOE 14.00
TOP 19.10
X
X
TOE 14.00
TOP 19.10
x
20.65
x22.20
x
21.40
X END WALL
X END WALL
25.7x
22.55x
x22.00
FFE 22.80
28
27
26
25
24
2
3
26
2
527
PLAYGROUNDSHELTER
PICNIC
CLUBHOUSE
INV 20.1
RIM 24.0
DI 1
REPAIRED AS NEEDED
TO BE VERIFIED AND
CONDITION OF OUTFALL
OUTFALL WITH 200 LF (TOTAL) 18" RCP
REALIGN EXISTING 18" HDPE STORM
40 LF 18" RCP
50 LF 15" RCP 51 LF 18" RCP
SIGN
x
20.80
x
20.70
x
20.65
20.70
x
x
20.80
20.70
x
72 LF 15" RCP
INV 16.60
RIM 20.70
TBC 21.20
CB 4
21.80x
x22.20
x23.00
x22.60
x22.20
INV 16.00
RIM 20.20
DI 6
x20.50
INV OUT 15.45
INV IN 15.70
RIM 20.00
DI 7
72 LF 15" RCP
x
20.70
x
20.70
x20.50
72 LF 18" RCP
INV 16.30
RIM 20.20
DI 4
x20.50
20.70
x
20.70
x
20.70
x
20.70
x
INV OUT 15.50
INV IN 16.00
RIM 19.50
TBC 20.00
CB 3
x
21.00
x
20.40
x
19.85
20.10
x
x
20.35
19.90x
20.00
x
x
20.70
INV 15.20
RIM 19.50
DI 8
20.30
x
20.90
x
x20.55
x
20.90
x
21.15
x
21.15
x
21.75
x
21.95
x
21.75
x
21.95
x
21.75
x
21.95
x
21.00
x
21.05
21.05
x
21.05
x
21.95
x
21.95
x
21.05
x
x
21.05
20.90
x
x
20.90
x
20.80
21.10
x
x
20.70
x
20.70
x
21.00
21.00
x
20.70
x
20.70
x
21.00
x
20.50
x
20.00x
x22.55
x23.45
x23.45
x
22.50
22.50
x
x22.00
21.80
x
20.60
x
x
20.40
x
21.20
21.00
x
x
22.00
x
22.90
22.20
x
x24.70
x
24.60
24.60
x
22.80
x
x
22.20
INV 17.10
RIM 20.20
TBC 20.70
CB 2
x
20.90
20.80
x
x
21.10
x21.10
20.50
x
21.00
x
x
21.40
INV 17.00
RIM 21.3
(RETAIN)
EX DI
INV 18.5
RIM 24.3
DI 2
21.40
x
x21.95
x22.15
20.50
x
21.20
x
x
20.50
x
21.50
x
20.60
20.40
x
21.20
x
120 LF 18" RCP
20.80
x
20.50
x
19.80
x
18" RCP
24 LF
24" RCP
22 LF
x21.60
TRANSFORMER
RELOCATE EX
INV 17.20
RIM 20.20
TBC 20.70
CB 1
x21.80
22.40
x
x
22.80
x
25.30
22.75
x
22.45
x
2
3
23
2
4
2
5
2
6
28
27
26 x
TOE 23.00
TOP 26.00
x
TOE 23.00
TOP 25.00
WALL x
END
WALL x
END
19
20
21
18
17
192021
1
8 17
1
6
57 LF 15" RCP
21.00x
x
21.20
161
7
1
8
19
2
0
18
19
20
21
20
21
CONDITIONS)
(1% FUTURE
ZONE X
OUT FLOOD
IN 100 YEAR
FUTURE
I
N
F
L
O
O
D
O
U
T
1
0
0
Y
R
F
U
T
U
R
E
x21.55
x21.70
66
LF
15
"
RCP
STEP
X
STEP X
TOE 14.00
X TOP 16.00
X TOE 14.00
TOP 16.00
INV 13.70
24" FES
APRON
RIPRAP
X
TOE 14.00
TOP 16.00
1
8
1
7
1
6
1
5
1
4
19
18
17
16
15
14
X END WALL
TOE 15.00
X TOP 16.00
END WALL X
WALL x
END
PER
MAP BOOK
65
PAGE
87
CFPUA UTILTY
EASEMENT
50
' PUBLIC
R/W AND
ROSEBAY
TERRACE
PER MAP BOOK 65
PAGE 87
10' GENERAL UTIL. EASE.
SEE FLOOD ZONE NOTE
(HATCHED REGION)
TEMPORARY WETLAND IMPACTS
1,066 SF (0.025 AC)
(SHADED REGION) AND
PERMANENT WETLAND IMPACTS
3,286 SF (0.075 AC)
WETLAND IMPACTS INCLUDE:
4,352 SF (0.100 AC) TOTAL
JURISDICTIONAL DITCH
JURISDICTIONAL DITCH
J
URI
S
DI
CT
I
ONAL
DI
T
C
H
J
UR
I
S
DI
CT
I
ONAL
D
I
T
C
H
INV 12.00
18" FES 2
INV 12.00
24" FES 1
1
6
0
L
F
I
MP
AC
T
S
ARE OUTSIDE 100 YEAR FLOOD ZONE
2,349 SF (0.054 AC) OF PERMANENT IMPACTS
ARE INSIDE 100 YEAR FLOOD ZONE
(0.022 AC) OF PEERMANENT IMPACTS937 SF
ARE INSIDE 100 YEAR FLOOD ZONE
1,066 SF (0.025 AC) OF TEMPORARY IMPACTS
WETLAND IMPACTS FLOOD ZONE NOTE:
13
12
X
TOE 13.50
TOP 16.00
LIGHT POLE
RELOCATE EX
POWER POLE
RELOCATE EX
VERIFIED BY DRG IN 2022
SURVEYED IN 2007 AND FIELD
404 LINE ON ADJOINING PARCEL
INV 17.20
RIM 20.30
DI 9
94 LF 15" RCP
UTIL. EASE.
20' PUBLIC
PROPOSED
INV OUT 16.65
INV IN 16.90
RIM 21.4
JB 1
INV 16.55
RIM 20.00
DI 3
INV 16.30
RIM 20.00
DI 5
WATERS
SURFACE
50' TO
SYSTEM
COLLECTION
DRAINAGE TO
DIRECT ROOFTOP
SYSTEM
COLLECTION
DRAINAGE TO
DIRECT ROOFTOP
SYSTEM
COLLECTION
DRAINAGE TO
DIRECT ROOFTOP
SYSTEM
COLLECTION
DRAINAGE TO
DIRECT ROOFTOP
DRAWN:
SCALE:
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
(910) 815-0775 (910) 815-0593 FAX SHEET:
ADDRESS:
PHONE:
DEVELOPER:
DLM
C-0647
910-791-3354
WILMINGTON, NC 28408
PO BOX 15025
ESTRELLA LANDING APARTMENTS, LLC
1" = 40'
APARTMENTS
ESTRELLA LANDING
WILMINGTON, NC 28411
4615 GORDON ROAD
GRAPHIC SCALE:
0 4040
1" = 40'
80
OF 114
EROSION CONTROL
DATE
DAVID L. MENIUS, P.E
SEAL
35677
HTR
O
CAR
O N
A
LI
O
NA
SSEFOR
P
L
I
....
.
.
.
......
.........
.
.
..........
NE
NGI EER
V
D
A IDL MENIUS
.
N
BUILDING 100
BUI
L
DI
NG
3
0
0
BUILDING 200
29
29
28
28
2
8
28
28
28
27
27
27
27
2727
27
27
27
27
27
26
26
26
26
26
26
26
2626
26 26 26
26
26
26
25
25
25
25
25
25
25 25
25
25
25
25
25
2
5
25
25
25
25
25
25 25
24
24
24
24
24
24
24
24
24
24
24
24
24
24
23
23
23
23
23
23
23
23
23
2
3
23
23
23
23
22
22
22
22
22
22
22
22
2
2
2
2
22
22
22
22
21 2
1
21
21
21
21
21
21 21
21
21
21
21
21
21
20
20
20
20
20
20
20
20
20
20
2
0
2
0
20
20
20
20
19
19
19
19
19
19
19
19
19
19
1
9
19
19
19
19
19
1919
18
18
18
18
1818
18
1
8
18
18
18
1
8
18
18
17
17
1
7
17
17
17
17
17
17
17 17
16
16
16
1
6
16
16
16
16
16
16
16
1
5
15
15
15
15
15
15
15
14
14
14
14
14
14
S
S
S
OUT
W
ETLA
ND
I
N
404
O
U
T
WE
T
L
A
N
D
I
N
4
0
4
PE
R
DEED
BOOK
2
6
43
PAGE
7
8
4
2
0
'
PRI
VAT
E
UTI
LI
TY
EAS
EMENT
PER MAP BOOK 38 PAGE 21530' PUBLIC UTILITY EASEMENT
PER MAP BOOK 38 PAGES 214/21545' PUBLIC UTILITY EASEMENT
PER MAP BOOK 38 PAGE 21445' PUBLIC UTILITY EASEMENT
AND DEED BOOK 1215 PAGE 217PER DEED BOOK 2643 PAGE 78460' ACCESS EASEMENT
USE: 958-UNUSED
ZONE: R-15
PID: R04300-001-010-000
D.B. 5565 PG. 2451
GORDON ROAD INVESTMENTS LLC
USE: 12-APARTMENT
ZONE: R-15
PID: R04300-001-004-000
D.B. 6167 PG. 124
APARTMENTS, LLC
HAWTHORNE AT SMITH CREEK
USE: 11-MULTIPLE HOMES
ZONE: R-15
PID: R04300-008-017-001
D.B. 5958 PG. 1628
ROBERT EVANS JR
USE: 58-GAS STATION
ZONE: B-1
PID: R04300-001-008-000
D.B. 6392 PG. 619
GORDON 4601, LLC
USE: 958-UNUSED
ZONE: B-1
PID: R04300-001-009-000
M.B. 49 PG. 214
D.B. 6410 PG. 1659
ANN S DOWNING
USE: 12-APARTMENT
ZONE: R-15
PID: R04300-001-004-000
D.B. 6167 PG. 124
APARTMENTS, LLC
HAWTHORNE AT SMITH CREEK
PLAYGROUNDSHELTER
PICNIC
CLUBHOUSE
USE: 958-UNUSED
ZONE: R-15
PID: R04300-001-008-000
D.B. 1215 PG. 217
CARRIE WOOTEN HEIRS
P
UBLI
C
R/
W
WI
DTH
VARI
ES)
(
SR
2
0
4
8
GORDON
ROAD
SIGN
SKIMMER
DISTURBANCE
AT LIMITS OF
SILT FENCE
SHELF AND SIDE SLOPES.
REQUIRED VEGETATION ON
FROM BASIN, AND INSTALL
REMOVE EXCESS SEDIMENT
TRIBUTARY DRAINAGE AREA,
UPON STABILIZATION OF
NOTE:
EMERGENCY OVERFLOW: 18.60
TEMPORARY POOL: 15.10
PERMANENT POOL: 14.0
BOTTOM OF BASIN: 9.0
TOP OF BASIN: 19.1
TEMPORARY SKIMMER BASIN
DISTURBED
4.6 AC
DISTURBANCE
LIMITS OF
DISTURBANCE
AT LIMITS OF
SILT FENCE
DISTURBANCE
AT LIMITS OF
SILT FENCE
AT ALL INLETS
GRAVEL PROTECTION
PROVIDE BLOCK AND
ENTRANCE
CONSTRUCTION
PROVIDE GRAVEL
EX
1
6
"
DI
P
WATER
EX 8"
WATER
PER MAP BOOK 65 PAGE 87
CFPUA UTILTY EASEMENT
50' PUBLIC R/W AND
ROSEBAY TERRACE
PER MAP BOOK 65 PAGE 87
10' GENERAL UTIL. EASE.
PER MAP BOOK 65 PAGE 87
10' GENERAL UTIL. EASE.
13
12
R/W
R/W
UTIL. EASE.
20' PUBLIC
PROPOSED
DRAWN:
SCALE:
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
(910) 815-0775 (910) 815-0593 FAX SHEET:
ADDRESS:
PHONE:
DEVELOPER:
DLM
C-0647
910-791-3354
WILMINGTON, NC 28408
PO BOX 15025
ESTRELLA LANDING APARTMENTS, LLC
1" = 40'
APARTMENTS
ESTRELLA LANDING
WILMINGTON, NC 28411
4615 GORDON ROAD
GRAPHIC SCALE:
0 4040
1" = 40'
80
OF 11
UTILITY COVER
5
TOTAL = 24,480 GPD
360 GPD PER 3 BR DWELLING UNIT X 36 = 12,960 GPD
240 GPD PER 2 BR DWELLING UNIT X 35 = 8,400 GPD
240 GPD PER 1 BR DWELLING UNIT X 13 = 3,120 GPD
SEWER FLOW-
400 GPD PER DWELLING UNIT X 84 = 33,600 GPD
WATER DEMAND-
DATE
DAVID L. MENIUS, P.E
SEAL
35677
HTR
O
CAR
O N
A
LI
O
NA
SSEFOR
P
L
I
....
.
.
.
......
.........
.
.
..........
NE
NGI EER
V
D
A IDL MENIUS
.
N
BUILDING 100
BUI
L
DI
NG
3
0
0
BUILDING 200
S
S
S
O
U
T
F
L
O
O
D
I
N
1
0
0
Y
E
A
R
C
U
R
R
E
N
T
I
N
F
L
O
O
D
O
U
T
1
0
0
Y
E
A
R
C
U
R
R
E
N
T
ZONE
FLOOD
AE 16
OUT
W
ETLA
ND
I
N
404
OUT
FLOOD
I
N
1
0
0
YEAR
CURRENT
ZONE
FLOOD
AE 16
SSMH 1
SSMH 3
O
U
T
WE
T
L
A
N
D
I
N
4
0
4
PE
R
DEED
BOOK
2
6
43
PAGE
7
8
4
2
0
'
PRI
VAT
E
UTI
LI
TY
EAS
EMENT
PER MAP BOOK 38 PAGE 21530' PUBLIC UTILITY EASEMENT
PER MAP BOOK 38 PAGES 214/21545' PUBLIC UTILITY EASEMENT
PER MAP BOOK 38 PAGE 21445' PUBLIC UTILITY EASEMENT
INV.: 3.16
RIM: 22.90
EX SSMH INV.: 3.48
RIM: 22.48
EX SSMH
INV.: 3.88
RIM: 15.39
#110947
EX SSMH
AND DEED BOOK 1215 PAGE 217PER DEED BOOK 2643 PAGE 78460' ACCESS EASEMENT
USE: 958-UNUSED
ZONE: R-15
PID: R04300-001-010-000
D.B. 5565 PG. 2451
GORDON ROAD INVESTMENTS LLC
USE: 12-APARTMENT
ZONE: R-15
PID: R04300-001-004-000
D.B. 6167 PG. 124
APARTMENTS, LLC
HAWTHORNE AT SMITH CREEK
USE: 11-MULTIPLE HOMES
ZONE: R-15
PID: R04300-008-017-001
D.B. 5958 PG. 1628
ROBERT EVANS JR
USE: 58-GAS STATION
ZONE: B-1
PID: R04300-001-008-000
D.B. 6392 PG. 619
GORDON 4601, LLC
USE: 958-UNUSED
ZONE: B-1
PID: R04300-001-009-000
M.B. 49 PG. 214
D.B. 6410 PG. 1659
ANN S DOWNING
USE: 12-APARTMENT
ZONE: R-15
PID: R04300-001-004-000
D.B. 6167 PG. 124
APARTMENTS, LLC
HAWTHORNE AT SMITH CREEK
PLAYGROUNDSHELTER
PICNIC
CLUBHOUSE
USE: 958-UNUSED
ZONE: R-15
PID: R04300-001-008-000
D.B. 1215 PG. 217
CARRIE WOOTEN HEIRS
4
0
LF
DI
P
HYD
RPZ5' X 10' VAULT
3" MASTER METER IN
4
"
PRI
VATE
WATER
MAI
N
6"GV
6" RPDA
6
"
P
RI
VATE
FI
RE
LI
NE
HYD
P
UBLI
C
R/
W
WI
DTH
VARI
ES)
(
SR
2
0
4
8
GORDON
ROAD
6" CO
6" CO
4" CO
6" CO
FDC
FDC
FDC
APARTMENT BUILDING (TYP)
AND 4" FIRE LINE TO EACH
2" WATER SERVICE LINE
LINE TO CLUBHOUSE
1" WATER SERVICE
SIGN
TRANSFORMER
RELOCATE EX
EX 24" SANITARY SEWER
CONDITIONS)
(1% FUTURE
ZONE X
OUT FLOOD
IN 100 YEAR
FUTURE
I
N
F
L
O
O
D
O
U
T
1
0
0
Y
R
F
U
T
U
R
E
EX
1
6
"
DI
P
WATER SSMH 2
8
"
S
S
8" SS
8
"
S
S
4
0
LF
DI
P
60 LF DIP
TS&V
8" x 4"
EX 8"
WATER
PER MAP BOOK 65 PAGE 87
CFPUA UTILTY EASEMENT
50' PUBLIC R/W AND
ROSEBAY TERRACE
PER MAP BOOK 65 PAGE 87
10' GENERAL UTIL. EASE.
PER MAP BOOK 65 PAGE 87
10' GENERAL UTIL. EASE.
LIGHT POLE
RELOCATE EX
POWER POLE
RELOCATE EX
6 " WATER
4 " WATER
6" PRIVATE FIRE LINE
4" PRIVATE DOMESTIC WATER LINE
R/W
R/W
UTIL. EASE.
20' PUBLIC
PROPOSED
DRAWN:
SCALE:
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
(910) 815-0775 (910) 815-0593 FAX SHEET:
ADDRESS:
PHONE:
DEVELOPER:
DLM
C-0647
910-791-3354
WILMINGTON, NC 28408
PO BOX 15025
ESTRELLA LANDING APARTMENTS, LLC
APARTMENTS
ESTRELLA LANDING
WILMINGTON, NC 28411
4615 GORDON ROAD
OF 11
UTILITY PROFILES
6GRAPHIC SCALE:
0 5050
1" = 50'
10
VERT 1" = 5'
HOR 1" = 50'
10
NAVD
1
9
8
8
DAT
UM
20
15
10
NAVD
1
9
8
8
DAT
UM
20
15
0+008+00 4+00 3+00 2+00 1+007+00 6+00 5+00
INV.: 3.88
RIM: 15.39
#110947
EX SSMH
INV IN 8.50
PROVIDE INSIDE DROP
CORE EX SSMH AND
247 LF 8" SS @ 0.40%
INV OUT 9.50
INV IN 9.60
RIM 15.20 (WATERTIGHT)
EX GRADE 13.5
**AE 16**
SSMH 1
INV OUT 14.10
INV IN 14.20
RIM 20.9
SSMH 2
278 LF 8" SS @ 1.62%
283 LF 8" SS @ 0.99%
INV OUT 17.00
RIM 21.5
SSMH 3
5
0
5
0
60 LF DIP 40 LF DIP
40 LF DIP
RCP
15"
6" WATER
EXISTING GRADE
PROPOSED GRADE
+24"
RCP
15"
20 LF DIP
PROVIDE 12" CLEARANCE
WATER/STORM CROSSING
DATE
DAVID L. MENIUS, P.E
SEAL
35677
HTRO
CARO N
A
LI
O
NA
SSEF
OR
P
L
I
.....
.
.
..............
.
.
.
......
....
NE
NGI EER
V
D
A ID L MENIUS
.
N
BUILDING 100BUILDING 300
BUILDING 200
26
25
25
24
24
24
23
23
23
22
22
22
22
22
21
21
21
2
1
21
21
20
20
20
20
20
20
20
19
19
19
19
1
9
19
19
18
18
18
18
18
18
18
17
17
17
17
17
17
16
16
16
16
16
16
15
15
15
15
15
14
14
14
14
14
S
O
U
T
WE
T
L
A
N
D
I
N
4
0
4
O
U
T
F
L
O
O
D
I
N
1
0
0
Y
E
A
R
C
U
R
R
E
N
T ZONEFLOODAE 16SSMH 1
SSMH 3
OUT WE
TLAND
IN 404
PER DEED BOOK 2643 PAGE 784
20' PRIVATE UTILITY EASEMENT
PER
MAP B
O
O
K 38 P
A
GE 215
30' P
UBLIC
UTILIT
Y E
ASE
ME
NT
PER
MAP B
O
O
K 38 PA
GES 214/215
45' P
UBLIC UTILIT
Y E
ASE
ME
NT INV.: 3.88RIM: 15.39#110947EX SSMHUSE: 958-UNUSED ZONE: B-1 PID: R04300-001-009-000M.B. 49 PG. 214D.B. 6410 PG. 1659 ANN S DOWNING
PLAYGROUNDSHELTERPICNIC
CLUBHOUSE 40 LF DIPHYD
4" PRIVATE WATER MAIN
6" PRIVATE FIRE LINE
HYD 6" CO6" CO
4" CO6" COFDCFDCFDCAPARTMENT BUILDING (TYP) AND 4" FIRE LINE TO EACH 2" WATER SERVICE LINELINE TO CLUBHOUSE1" WATER SERVICE E
X 24" S
A
NIT
AR
Y SE
WERCONDITIONS)(1% FUTUREZONE X
OUT FLOOD IN 100 YEAR FUTURE
IN FLOOD
OUT
1
00
YR
FUT
URE
SSMH 28" SS 8" SS8" SS40 LF DIP60 LF DIP
13
12
PERFORATED PIPE
10 LF 4" HDPE
RING
PER LINEAR FOOT OF SKIMMER
CLOSED CELL POLYETHYLENE FOAM
PROVIDE 50 CUBIC INCHES OF
SOLID WALL PIPE
10 LF 4" HDPE
AND MAINTENANCE
TO ENABLE SKIMMER RETRIEVAL
SKIMMER HEAD AND BERM/BOX
ATTACH POLY LINE BETWEEN
STRUCTURE
BERM/OUTLET
4" HDPE TEE
ACTIVE DEPTH
CONTAINED WITHIN
STORAGE VOLUMEDESIGN
PERFORATED PIPE
10 LF 4" HDPERING
PER LINEAR FOOT OF SKIMMER
CLOSED CELL POLYETHYLENE FOAM
PROVIDE 50 CUBIC INCHES OF
4" HDPE TEE
SOLID WALL PIPE
10 LF 4" HDPE
AND MAINTENANCE
TO ENABLE SKIMMER RETRIEVAL
SKIMMER HEAD AND BERM
ATTACH POLY LINE BETWEEN
INTAKE DEPTH
2" (MAX) SKIMMER
TEMPORARY POOL
PERMANENT POOL
MODEL 1070-44
FERNCO ADAPTER
STUBOUT
4" SCH 40 PVC
MODEL 1070-44
FERNCO ADAPTER
STUBOUT
4" SCH 40 PVC
SKIMMER ASSEMBLY PLAN
NTS
4'
NTS
SKIMMER ASSEMBLY PROFILE
SECTION 1
2
R I P R A P
GRADE
PLAN VIEW
FLARED END
CLASS B
TOP OF BANK
C L A S S B
FLOW LINE
FINISH
RIP RAP
SECTION A-A
18"
"W"
PIPE
A A
"L"
PIPE
FILTER FABRIC
RIP RAP APRON DETAIL
15"7.5'
RIP RAP APRON SCHEDULE
PIPE LENGTH WIDTH
18"9.0'
3.8'
4.5'
24"12.0'6.0'
30"
36"18.0'
7.5'
9.0'
15.0'
NTS
6" DEPTH
2"-3" COARSE AGGREGATE
EXISTING ROAD
15' MIN
20'
NTS
CONSTRUCTION ENTRANCE DETAIL
ORIFICE DIAMETER=
PERMANENT POOL ELEVATION
ORIFICE CONTROLS
DRILLED IN LOWER 1/3
4" PVC CAP W/ ORIFICE
ORIFICE DIAMETER=
PERMANENT POOL ELEVATION
ORIFICE CONTROLS
31DRILLED IN LOWER
4" PVC CAP W/ ORIFICE
2.0"
2.0"
AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-
1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE
EROSION & SEDIMENT CONTROL MAINTENANCE PLAN
SHOULD BE STORED OUT OF DIRECT SUNLIGHT BETWEEN JOBS.
AFTER EVERY RAIN EVENT. NOTE THAT THE GUTTERBUDDY IS REUSABLE
DAMS, DANDY SACKS/SOCKS, AND GUTTERBUDDIES ONCE A WEEK AND
EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER
WILL BE REMOVED FROM THE ROCK AND HARWARE CLOTH TO ALLOW PROPER
WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS
HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED
INLET PROTECTOIN WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN
INLET PROTECTION, ROCK PIPE INLET PROTECTION, AND GUTTERBUDDY
PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET
ACTIVITY ASSOCIATED WITH A SWALE.
WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF PHASE OF
RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE RESTABLIZED
SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATLEY TO REMOVE
OR IS DAMGED.
BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED,
SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT
ARE USED. IF ROCK FILTERS ARE USED AT LOW POINTS IN THE
8 FEET (MAX) WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING
STRENGHT FABRIC WITHOUT WIRE BACKING. sTAKE SPACING WILL BE
STAKE SPACING WILL BE 6 FEET (MAX) WITH THE USE OF EXTRA
AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL.
IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
Recommended Planting Rate (lb/ac)
Tall Fescue Mixture see table 2
Hybrid Bermudagrass
Common Bermudagrass
see table 2
see table 2
PERMANENT SEEDING TABLE 1
Seeding Dates
Sep. 1 - Nov. 1
Feb. 15 - Apr. 1
Apr. 1 - Aug. 1
5Apr. 1 - Jul. 1
following erosion or other daMGe.
Reseed, refertilize and mulch immediately
7. Refertilize if growth is not fully adequate.
used as a mulch anchoring tool.
A disk with blades set nearly straight can be
or a mulch anchoring tool.
Anchor straw by tacking with asphalt, netting,
6. Apply straw mulch at a rate 1-2 tons per acre.
or dragging a chain. Firm soil by rolling.
5. Broadcast seeds evenly and cover by raking
4. Select species based on season. Refer to tables.
3. Roughen steep slopes by tracked machinary.
2. Incorporate lime/fertilizer 4-6 inches.
limestone and 750 lb/acre 10-10-10 fertilizer.
tests or apply 2,000 lb/acre ground agricultural
1. Fertilize and lime per recommendations of soil
COASTAL PLAIN SITE STABILIZATION SCHEDULE
see table 2
PERMANENT SEEDING TABLE 2a-LOW MAINTENANCE MIXTURES
CentipedegrassMar. 1 - Jul. 1
Recommended Planting
drained soils
Well to poorly
Common BermudagrassSwales
drained soils
Dry to well
Site Description
Kobe Lespedeza
Pensacola Bahiagrass
Tall Fescue Mixture
German Millet
Kobe Lespedeza
Common Bermudagrass
Pensacola Bahiagrass
Rate (lb/ac)
40-80
40
50
80
10
10
30
50
PERMANENT SEEDING TABLE 2b-HIGH MAINTENANCE MIXTURES
Rate (lb/ac)
drained soils
Well to poorly
drained soils
Dry to well
Recommended PlantingSite Description
Rye Grain
Tall Fescue Mixture
Hybrid Bermudagrass
sand, lawns.
sandy loam to
Well drained
Centipedegrass
25
200
50
10-20
engineer, sod shall be provided.
For highly erosive areas or as directed by an
seeding table.
for temporary stabilization, refer to temporary
For seeding outside of recommended dates and/or
Notes:
Seeding Dates
Dec. 1 - Apr. 15 Rye Grain
Kobe Lespedeza with
Recommended Planting
Apr. 15 - Aug. 15
Aug. 15 - Dec. 1
TEMPORARY SEEDING TABLE
120
50
Rate (lb/ac)
German Millet 40
120Rye Grain
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
SLOPES WILL BE SLABILIZED WITHIN 21 CALENDAR DAYS. ALL
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
7. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,
WEEKLY AND WILL BE KEPT CLEAN.
BAFFLE. IN SKIMMER BASINS, FLOATING SKIMMERS WILL BE INSPECTED
WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE FIRST
OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT
WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE,
POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH
6. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND BASINS
FOR PROBLEMS OR TURBID DISCHARGES DAILY.
PUMPS, TANKS, HOSES AND INJECTION SYSTEMS WILL BE CHECKED
8. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE
PERMITTED BY USACE AND NCDEQ AS REQUIRED.
WETLANDS IN DISTURBED PORTIONS OF SITE SHALL BE
NOTE:
CONSTRUCTION ENTRANCE OR ROADWAYS.
OBJECTIONABLE MATERIAL SPILLED, WASHED, OR TRACKED ONTO THE
PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE
MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO
BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2" OF #4 STONE TO
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTIONS ENTRANCES THAT WILL
4" PVC CAP--END VIEW
NTS
ORIFICE
PROVIDE
2.0"
MAX VELOCITY
14 FPS
13 FPS
12 FPS
11 FPS
10 FPS
FOR ZONE 2 DISSIPATOR
APRON SIZING PER NYDOT METHOD
FLARED END SECTIONS
ON DOWNSTREAM ENDS OF CULVERT
RIP RAP APRONS SHALL BE PROVIDED
SPUNBOUND TYPE 11/120
FILTER FABRIC TO BE TREVIRA
TEMPORARY POOL ELEVATION
OVERFLOW SLOT CONTROLS
STRUCTURE
BERM/OUTLET
WIDTH = 40'
FILTER FABRIC
TYPE 11/120
TREVIRA SPUNBOUND
RIP RAP
CLASS B
12" THICK
1
3
NTS
OVERFLOW WEIR SECTION
BASIN EMERGENCY
ELEV= 19.1
ELEV= 18.3
TOP OF BERM
CONSTRUCTION SEQUENCE
sod has taken root.
Keep soil moist for 2-3 weeks thereafter or until
8. Irrigate initially to wet soil to a depth of 4".
good sod to soil contact.
7. Roll sod lightly after installation to ensure
Avoid gaps. Use a knife to fit irregular shapes.
the longest dimension perpendicular to the slope.
6. Lay sod in a staggered, brick-like pattern with
prior to installation.
5. Lightly rake and irrigate top layer of soil just
to lay the sod.
4. Roll to achieve a smooth, firm surface on which
3. Rake or harrow to achieve a smooth final grade.
2. Incorporate lime/fertilizer 4-6 inches.
fall, use 10-10-10. In the spring, use 5-10-10.
limestone and 25 lb/1,000 sf fertilizer. In the
tests or apply 100 lb/1,000 sf ground agricultural
1. Fertilize and lime per recommendations of soil
SOD INSTALLATION
6. CLEAN SEDIMENT FROM PIPES AFTER STABILIZATION.
5. PROVIDE 100% VEGETATIVE COVER OF ALL DISTURBED SOILS.
4. INSTALL PAVEMENT
3. INSTALL UNDERGROUND UTILITIES
2. CLEAR & GRADE
AND STONE CONSTRUCTION ENTRANCES.
1. INSTALL INLET PROTECTION, SILT FENCE,
POND BOTTOM: 9.00
ELEV = 10.00
SEDIMENT STORAGE
3 3
ELEV = 10.00
SEDIMENT STORAGE
3 3
POND EMBANKMENT SLOPES SHALL BE STABILIZED WTIH NON-CLUMPING TURFGRASS.
DO NOT PLANT TREES OR WOODY VEGETATION ON POND EMBANKMENT SLOPES.
POND SHALL BE KEPT FREE OF CATTAILS.
STABILIZATION SCHEDULE.
POND SLOPES ABOVE THE VEGETATED SHELF SHALL BE STABILIZED PER THE SITE
CARDINAL FLOWER, BLUE LOBELIA, PLUMEGRASSES, ATAMASCO LILY
LILY, SPRING MARSH SPIDER LILY, DWARF SPIDER LILY, TRAUBS SPIDER LILY, SEASHORE MALLOW,
MALLOW, SCARLET ROSE MALLOW, NECHES RIVER MALLOW, VELVET MALLOW, ROSE MALLOW, SPIDER
GRASS, WILD AGERATUM, DWARF JOE PYE WEED, JOE PYE WEED, SWAMP SUNFLOWER, PINELANDS
SWAMP MILKWEED, SEDGES, WHITE TURTLEHEAD, AMERICAN CRINUM LILY, SWAMP LILY, WHITE STAR
RECOMMENDED PLANTS INCLUDE:
VEGETATED SHELF AREA:______SF. PROVIDE _____ EMERGENT PLANTS
PLANT SPECIES A RATE OF 1 PLANT PER 4 SQUARE FEET.
THE 6:1 VEGETATED SHELF SHALL INCORPORATE A MINIMUM OF THREE TYPES
1847 462
1
111
N.T.S.
TYPICAL POND PROFILE
ON FORBAY WEIR
12" THICK RIPRAP
EX GRADE
AROUND POND PERIMETER
PROVIDED FOR ACCESS
10' (MIN) WIDTH
POOL OF MAIN POND
SHELF BELOW PERMANENT
6'WIDE 6:1 VEGETATED
FOREBAY BOTTOM: 9.00
AROUND POND PERIMETER
PROVIDED FOR ACCESS
10' (MIN) WIDTH
PERMANENT POOL: 14.00
DEQ TEMPORARY POOL: 15.10
TOP OF BERM: 19.10
25 YEAR STAGE: 18.04
ROOF DRAINS/COLLECTION SYSTEM
TOWARDS YARD INLET PLUMBED TO
GRADE AREA BETWEEN WALKWAYS
TOP OF BERM: 19.10
BUILDING
SIDES/REAR OF
GRADE TOWARDS
BUILDING
SIDES/REAR OF
GRADE TOWARDS
NTS
FRONT YARD GRADING DETAIL
TOP OF BOX: 18.10
BOTTOM OF SLOT = TEMPORARY POOL: 15.10
1.50' L x 0.40' H
SLOT DIMENSIONS:
INVERT OF PVC = PERMANENT POOL: 14.00
INVERT OF 24" RCP OUT = 13.80
INVERT OF 4" PVC THROUGH FITTING
BOTTOM OF TEMPORARY POOL MEASURED AT
45 BEND
WITH CABLE TIESOF CAP
SHAPE 0.75' FROM END
FLATTEN INTO DUCKBILL
N.T.S.
OUTLET STRUCTURE DETAIL
ACHIEVE 1' ORIFICE DEPTH
OF 45 BEND AND REDUCER TO
PROVIDE 1.5' BETWEEN FLANGE
PIPE CLAMP
SKIMMER HEAD WITH A
SECURE CLOTH AROUND
MAXIMUM WIRE SPACING 0.5"
TRASH SCREEN OVER PVC CAP
GALVANIZED WIRE CLOTH
DOWN ENDS. DO NOT GROUT.
AFFFIX RACK TO BOX BY TURNING
4'X 4' CONCRETE OUTLET STRUCTURE
PROVIDE REBAR TRASH RACK ON TOP OF
ORIFICE DIAMETER=
4" PVC CAP W/ ORIFICE DRILLED IN CENTER
2.0"
DRAWN:
SCALE:
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
(910) 815-0775 (910) 815-0593 FAX SHEET:
ADDRESS:
PHONE:
DEVELOPER:
DLM
C-0647
910-791-3354
WILMINGTON, NC 28408
PO BOX 15025
ESTRELLA LANDING APARTMENTS, LLC
AS NOTED
APARTMENTS
ESTRELLA LANDING
WILMINGTON, NC 28411
4615 GORDON ROAD
OF 11
STORMWATER AND EROSION CONTROL DETAILS
7
IMPERVIOUS SURFACES TO POND
DIRECT ALL RUNOFF FROM
NOTE:
DATE
DAVID L. MENIUS, P.E
SEAL
35677
HTR
O
CAR
O N
A
LI
O
NA
SSEFOR
P
L
I
....
.
.
.
......
........
.
.
.
..........
NE
NGI EER
V
D
A IDL MENIUS
.
N
GRATE
STORM
STRAPS
LIFT
FILTER
CURB
PORTS
OUTFLOW
OPTIONAL
OPENING
CURB
CORNERS
REINFORCED
STEEL
STAKES FABRIC
CONTROL
EROSION
3'-0" UNLESS
FENCE MATERIAL SPECS
OR EQUAL. REFER TO SILT
BE ACF LS100 "DOT GRADE"
SILT FENCE MATERIAL SHALL
4' (MAX)
1'-0"
3' MIN.
BURY1'-0"
FILL WITH
EARTH
OTHERWISE NOTED
ON PLANS
STRAPS
DUMPING
AREA
CONTAINMENT
2 FOOT
MANAGEABLE
WITH CURB FILTER
INLET SEDIMENT CONTROL DEVICE
DETAIL OF DANDY CURB SACK
)(‚" MESH OPENINGS
19 GAUGE HARDWARE CLOTH
#57 STONE
STAKES
STEEL
(MIN)
3'
WOODEN POSTS ARE NOT ACCEPTABLE
6 X 6 WIRE MESH REINFORCEMENT.
O.C. OR 8 FT O.C. W/ 14 GAUGE
NOTE: POSTS TO BE SPACED 6 FT
UV Stability
Apparent Opening Size
Permittivity
X-Machine Direction
Machine Direction
Grab Strength
ASTM D 4355
ASTM D 4751
ASTM D 4491
ASTM D 4632
500h of exposure
70% after
#30 Sieve
0.05 sec-1
90 lbs
90 lbs
Typical
Max ARV
MARV
MARV
MARV
TEMPORARY SILT FENCE MATERIAL PROPERTY REQUIREMENTS
TYPICAL SILT FENCE
NTS
16"
2:1
NTS
(MIN)
2'
TYPICAL INLET PROTECTION
DRAWN:
SCALE:
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
(910) 815-0775 (910) 815-0593 FAX SHEET:
ADDRESS:
PHONE:
DEVELOPER:
DLM
C-0647
910-791-3354
WILMINGTON, NC 28408
PO BOX 15025
ESTRELLA LANDING APARTMENTS, LLC
AS NOTED
APARTMENTS
ESTRELLA LANDING
WILMINGTON, NC 28411
4615 GORDON ROAD
OF 11
STORMWATER AND EROSION CONTROL DETAILS
8
DATE
DAVID L. MENIUS, P.E
SEAL
35677
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8.33%
PARKING SPACE
VAN ACCESSIBLE
8' (MIN)
AISLE
VAN ACCESS
8' (MIN)
PARKING SPACE
VAN ACCESSIBLE
8' (MIN)
18'
RESERVED
PARKING
MAXIMUM
PENALTY
$ 250
GS 20-37.6
1'-0"
2" STEEL TUBE POST
PAINT FLAT BLACK,
2 COATS.
COLORS:
LETTERS, BORDER &
ARROW = GREEN
HANDICAP SYMBOL = WHITE
ON BLUE BACKGROUND.
18 GUAGE GALVANIZED
SHEET METAL SIGN
•" HELVETICA MEDIUM
LETTERS
‚" DIA. X 2•" LONG
TRUSS HEAD GALVANIZED
BOLTS THRU SIGN &
POST, TOP & BOTTOM.
BACKGROUND - WHITE
TYP. BOTH SIGNS
1
'
-
6
"
5
'
-
0
"
2'-0" TO
BOTTOM
OF FOOTING
FINISH GRADE
CONCRETE FOOTING.
SET POST IN 12" DIA. X 12" DEEP
1.30%
-OR-
2.00%2.00%
6.5'
2.00%
1" PER FT
6"
3" RADIUS
6"
12"
" RADIUS2
1
NTS
18"
5"
" PER FT4
1
" RADIUS8
1
24" SPILL CURB AND GUTTER DETAIL
SECTION
PAVEMENT
6"6.0' 18"6"6.0' 18"57' ASPHALT
18' PARKING STALL 18' PARKING STALL24' DRIVE AISLEOVERHANG (ADA)
2.5' BUMPER
OVERHANG (ADA)
2.5' BUMPER
MINIMUM SIDEWALK
4.0' EFFECTIVE
MINIMUM SIDEWALK
4.0' EFFECTIVE
2% CROSS SLOPE
2% CROSS SLOPE 2% CROSS SLOPE
2% CROSS SLOPE
CONCRETE SIDEWALK
4" THICK 3000 PSI
CONCRETE SIDEWALK
4" THICK 3000 PSI
SECTION DETAILS
REFER TO PAVEMENT
NTS
TYPICAL PARKING LOT SECTION
NTS
CONCRETE PAVEMENT SECTION
STALLS AND DUMPSTER APRON
SECTION IS APPLICABLE TO ADA
7" THICK 4000 PSI CONCRETE
4" ABC
1.30%
-OR-
2.00%
8.33%
2.00%
6'6'5'
2.00%
OVERHANG
2.5'
SIDEWALK
4.0'
(WHERE APPLICABLE)
2.00% CROSSWALK
PAVEMENT
CONCRETE
4000 PSI
NTS
ASPHALT PAVEMENT SECTION
LIGHT DUTY
SECTION IS APPLICABLE TO STANDARD PARKING STALLS
1.5" S9.5B ASHPALT
6" ABC
1.5" S9.5B ASHPALT
NTS
ASPHALT PAVEMENT SECTION
HEAVY DUTY
SECTION IS APPLICABLE TO DRIVE AISLES
1.5" S9.5B ASHPALT
8" ABC
1.5" S9.5B ASHPALT
SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS PRESCRIBED IN GEOTECHNICAL REPORT
NTS
24" STANDARD CURB AND GUTTER DETAIL
1" PER FT
6"
3" RADIUS
7"6"
12"
" RADIUS2
1 18
" PER FT4
1
" RADIUS8
1
SECTION
PAVEMENT
NOTE: DETAIL IS BASED ON NCDOT STANDARD DRAWING 846.01
DRAWN:
SCALE:
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
(910) 815-0775 (910) 815-0593 FAX SHEET:
ADDRESS:
PHONE:
DEVELOPER:
DLM
C-0647
910-791-3354
WILMINGTON, NC 28408
PO BOX 15025
ESTRELLA LANDING APARTMENTS, LLC
AS NOTED
APARTMENTS
ESTRELLA LANDING
WILMINGTON, NC 28411
4615 GORDON ROAD
OF 11
PARKING LOT DETAILS
9
NTS
TYPICAL ACCESSIBLE ROUTE GRADING
NTS
HANDICAP SIGN DETAIL
NTS
CURB AND GUTTER JOINT DETAIL
DATE
DAVID L. MENIUS, P.E
SEAL
35677
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DRAWN:
SCALE:
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
(910) 815-0775 (910) 815-0593 FAX SHEET:
ADDRESS:
PHONE:
DEVELOPER:
DLM
C-0647
910-791-3354
WILMINGTON, NC 28408
PO BOX 15025
ESTRELLA LANDING APARTMENTS, LLC
AS NOTED
APARTMENTS
ESTRELLA LANDING
WILMINGTON, NC 28411
4615 GORDON ROAD
OF 11
UTILITY DETAILS
10
DATE
DAVID L. MENIUS, P.E
SEAL
35677
HTR
O
CAR
O N
A
LI
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NA
SSEFOR
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NE
NGI EER
V
D
A IDL MENIUS
.
N
DRAWN:
SCALE:
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
(910) 815-0775 (910) 815-0593 FAX SHEET:
ADDRESS:
PHONE:
DEVELOPER:
DLM
C-0647
910-791-3354
WILMINGTON, NC 28408
PO BOX 15025
ESTRELLA LANDING APARTMENTS, LLC
AS NOTED
APARTMENTS
ESTRELLA LANDING
WILMINGTON, NC 28411
4615 GORDON ROAD
OF 11
UTILITY DETAILS
11
DATE
DAVID L. MENIUS, P.E
SEAL
35677
HTR
O
CAR
O N
A
LI
O
NA
SSEFOR
P
L
I
....
.
.
.
......
........
.
.
.
..........
NE
NGI EER
V
D
A IDL MENIUS
.
N