HomeMy WebLinkAbout03_Sheetz - Shade Tree - Civil Plans - 2024.11.20JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
0
.
0
-
C
O
V
R
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
3
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C0.0
CO
V
E
R
S
H
E
E
T
332
P. BARBEAU
P. BARBEAU
NA
D
8
3
VICINITY MAP
NTS
CIVIL ENGINEER:
TIMMONS GROUP
5410 TRINITY ROAD
SUITE 102
RALEIGH, NC 27607
PROJECT MANAGER:
PATRICK BARBEAU, PE
PATRICK.BARBEAU@TIMMONS.COM
PH: (919) 866-4512
WILMINGTON, NORTH CAROLINA 28412
NEW HANOVER COUNTY
DEVELOPER:
BRIAN DOWNS
ENTITLEMENT MANAGER
5700 SIXTH AVENUE
ALTOONA, PA 16602
PH: (919) 264-8593
BDOWNS@SHEETZ.COM
POINT CLAN 1, LLC
300 WINDCHASE LANE
WILMINGTON, NC 28409
SITE PLAN REVIEW
OWNER:SURVEYOR:
CONVENIENCE ARCHITECTURE
AND DESIGN P.C.
351 SHEETZ WAY
CLAYSBURG PA 16625
PH: (814) 239-6013
TCOLUMBU@SHEETZ.COM
ARCHITECT:
SITE DATA TABLE
PROJECT:SHEETZ - SHADE TREE LANE
OWNERS:
POINT CLAN 1 LLC
300 WINDCHASE LANE
WILMINGTON, NC 28409
PROJECT ADDRESS:4915 CAROLINA BEACH ROAD
PID #:R07100-003-024-000
DEED:DB 3687 PG 680
ZONING:B-2 - REGIONAL BUSINESS DISTRICT
EXISTING USE:LANDSCAPE NURSERY
PROPOSED USE:CONVENIENCE STORE WITH FUEL SALES AND RESTAURANT WITH
SEATING AND DRIVE THRU
FLOOD ZONE:NOT LOCATED IN FLOOD HAZARDS AREA PER FEMA MAP
#3720313400K (EFFECTIVE 08/28/2018)
TOTAL EXISTING TRACT
AREA:4.40 AC
PROPOSED TRACT
AREA:
PARCEL #1 (SHEETZ): 2.81 AC
PARCEL #2: 1.59 AC
DISTURBED AREA:5.0 ACRES
EXISTING BUILT UPON
AREA:
PRE-1988: 21,553 SF
POST-1988: 4,033 SF
POST- DEVELOPMENT
BUILT UPON AREA:
85,544 SF (44.6%) - INCLUDES 0.09 AC (4,100 SF) FUTURE
IMPERVIOUS
TYPE OF BUILDING
CONSTRUCTION:V-B (NON-SPRINKLERED)
TYPE OF CANOPY
CONSTRUCTION:II-B
VEHICLE PARKING
SUMMARY: REQUIRED
RESTAURANT: 6 SPACES PER 1000 SQUARE FEET OF GFA
RESTAURANT INTERIOR = 1,988 SF / 1000 * 6 = 12 SPACES REQUIRED
RESTAURANT EXTERIOR = 375 SF / 1000 * 6 = 3 SPACES REQUIRED
RETAIL: 2.5 SPACES PER 100 SQUARE FEET OF GFA =
4,151 SF / 1000 * 2.5 = 10 SPACES PROVIDED
TOTAL: 25 SPACES
LOADING SPACES: 1 REQUIRED
VEHICLE PARKING
SUMMARY: PROVIDED
44 SPACES ON-SITE, ADA: 2 REQ'D; 2 PROV'D W/ 1 VAN ACCESSIBLE
1 LOADING SPACE
SHEETZ - SHADE TREE LANE
SITE
C
A
R
O
L
I
N
A
B
E
A
C
H
R
D
TIMMONS GROUP
MARTIN WEBB, PLS
610 E MOREHEAD STREET
SUITE 250
CHARLOTTE, NC
PH: (919) 866-4952
MARTIN.WEBB@TIMMONS.COM
GENERAL NOTE
ALL CONTRACTORS SHALL VISIT THE PROJECT TO FAMILIARIZE THEMSELVES WITH SITE
CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. BY SUBMITTING A BID, THE CONTRACTOR
AND HIS SUBCONTRACTORS ARE CONFIRMING THAT THEY HAVE VISITED THE SITE AND HAVE
INCLUDED IN THEIR BID ANY ADDITIONAL ITEMS OF CONSTRUCTION THAT MAY BE REQUIRED
DUE TO EXISTING SITE CONDITIONS.
KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
SHA
D
E
T
R
E
E
L
A
N
E
S
P
L
I
T
R
A
I
L
D
R
SILV
E
R
L
A
K
E
R
D
MUNICIPAL CONTACT LIST
GAS
PIEDMONT NATURAL GAS
1321 SOUTH 10TH STREET, WILMINGTON, NC 28401
PHONE: 910-251-2814
JARRED GARRISON
JARRED.GARRISON@DUKE-ENERGY.COM
NEW HANOVER COUNTY ENGINEERING
230 GOVERNMENT CENTER DRIVE, SUITE 160
WILMINGTON, NC 28403
PHONE: 910-798-7117
TIM LOWE, PE
TLOWE@NHCGOV.COM
NEW HANOVER ZONING
NEW HANOVER COUNTY ZONING
230 GOVERNMENT CENTER DRIVE, SUITE 110
WILMINGTON, NC 28403
PHONE: 910-798-7450
ZACHARY DICKERSON
ZDICKERSON@NHCGOV.COM
WATER AND SEWER
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
PHONE: 910-332-6673
JEFF THEBERGE, PE
BUILDING CODE OFFICIAL
NEW HANOVER COUNTY BUILDING INSPECTIONS
230 GOVERNMENT CENTER DRIVE, SUITE 170
WILMINGTON, NC 28403
PHONE: 910-798-7308
ELECTRIC
DUKE ENERGY
5700 HOLLY SHELTER ROAD
CASTLE HAYNE, NC 28429
PHONE: 910-386-3232
AMY NEELEY
AMY.NEELEY@DUKE-ENERGY.COM
TELEPHONE/CABLE
SPECTRUM
2321 SCIENTIFIC PARK DRIVE
WILMINGTON, NC 28405
PHONE: 980-508-0794
ZACHARY WAHL
ZACHARY.WAHL@CHARTER.NET
DEPARTMENT OF PLANNING
NEW HANOVER COUNTY PLANNING
230 GOVERNMENT CENTER DRIVE, SUITE 110
WILMINGTON, NC 28403
PHONE: 910-798-7450
ZACHARY DICKERSON
ZDICKERSON@NHCGOV.COM
NCDOT
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
PHONE: 910-398-9100
BEN HUGHES, PE
BTHUGHES@NCDOT.GOV
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS PLAN
C1.1 EXISTING CONDITIONS PLAN
C1.2 TREE CLEARING PLAN
C1.3 TREE CLEARING PLAN
C1.4 DEMOLITION PLAN
C1.5 DEMOLITION PLAN
C2.0 SITE PLAN
C2.1 TURN LANE PLAN
C2.2 TURN LANE PLAN
C2.3 NCDOT CROSS SECTIONS
C2.4 VEHICULAR CIRCULATION PLAN
C2.5 VEHICULAR CIRCULATION PLAN
C3.0 GRADING AND DRAINAGE PLAN
C3.01 STORM TABLES
C3.1 SPOT GRADING PLAN
C3.2 SCM DETAILS
C3.3 SCM DETAILS
C4.0 EROSION CONTROL PLAN - PHASE I
C4.1 EROSION CONTROL PLAN - PHASE I
C4.2 EROSION CONTROL PLAN - PHASE II
C4.3 EROSION CONTROL PLAN - PHASE III
C4.4 EROSION CONTROL PLAN - PHASE IV
C4.5 EROSION CONTROL PLAN - PHASE IV
C4.6 NPDES PLAN
C4.7 NPDES DETAILS
C5.0 UTILITY PLAN
C5.1 UTILITY PLAN
C5.2 LIGHTING PLAN
C5.3 LIGHTING DETAILS
C5.4 LIGHTING DETAILS
C6.0 LANDSCAPE PLAN
C6.1 LANDSCAPE DETAILS
C7.0 NOTES AND DETAILS
C7.1 NOTES AND DETAILS
C7.2 NOTES AND DETAILS
C7.3 NOTES AND DETAILS
C7.4 NOTES AND DETAILS
C7.5 NOTES AND DETAILS
C7.6 NOTES AND DETAILS
C7.7 NOTES AND DETAILS
C7.8 NOTES AND DETAILS
C7.9 NOTES AND DETAILS
C7.10 NOTES AND DETAILS
C7.11 NOTES AND DETAILS
C7.12 NOTES AND DETAILS
A1.0 EXTERIOR ELEVATIONS
A1.1 EXTERIOR ELEVATIONS
SC001 RETAINING WALL PLANS AND DETAILS
SC002 RETAINING WALL PLANS AND DETAILS
SC003 RETAINING WALL PLANS AND DETAILS
PS1.0 PRIVATE LIFT STATION SITE LAYOUT
PS1.1 PRIVATE LIFT STATION FORCE MAIN PLAN AND PROFILE
PS1.2 PRIVATE LIFT STATION DETAILS
PS1.3 PRIVATE LIFT STATION DETAILS
IRF 1/2"
@ End of Fence
T
TP
TP
MKF
TTP
W
WELL
SPIGOT
SPIGOT
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
CMF in Manhole
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
4' Wire FenceBusiness Sign
Sign "Speed Limit 45"
4
'
W
i
r
e
F
e
n
c
e
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
IRF - Angle Iron
VU
UG Cable Mark
MB
IRF 5/8"
IRF 1/2"
IPF 1/2"
IRF 3/4"
IPF 1/2"
MB
MB
Grass Median
Grass Median
C
TVP
61873
61627
61624
60360
LS Tim
b
e
r
LS
T
i
m
b
e
r
LS
T
i
m
b
e
r
Wall
Gravel
Dirt
Di
r
t
R
o
a
d
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756
IPF 1/2"1 Story Block Garage
Metal
Carpo
r
t
Wood F
r
a
m
e
Buildin
g
AC
1 Story Brick House
AC
EM
T
TP
TTP
6' Metal Fence
TC
OH
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
IRF - Axle
D
N38°57'42"W
10.34' (Tie)
S50°24'58"W
49.18' (Tie)
ICV on 4x4 Post
(Typ.)
EM
MKF
MKG
MKF
WM
65
0
0
9
15
.
8
2
TE
S
T
P
I
T
65
0
1
0
16
.
4
1
TE
S
T
P
I
T
C/L of Neighbors Driveway
Scaled from MB 42 PG 346
DB 3421 PG 641
IPF 1/2"
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
X
X
X
X
X
X
X
XXXXX
X
XXXXXX
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP X
XXX
UC
A
T
V
O
H
P
O
H
P
O
H
P
O
H
P
X
X
X
X
OH
P
OH
P
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV UCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Gr
a
v
e
l
Grav
e
l
Gr
a
v
e
l
Gate
CONCRETE
Beginning
IRF 3/4" - Buried 1.8'
N: 147,608.62'
E: 2,331,803.19'
S
5
0
°
3
0
'
4
7
"
W
3
2
2
.
6
6
'
S87
°
2
1
'
0
9
"
E
2
3
9
.
4
7
'
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 21 LOB PINE
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 10 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 20 LOB PINE
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
TR 9 OAKTR 11 BIRCH
TR 13 MAPLE
TR 13 MAP
TR 12 MAP
TR 16 MAP
TR 13 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 10 MAP
TR 9 MAP
TR 10 MAP
TR 12 WILLOW
TR 14 LOB PINE
TR 22 LOB PINE
TR 30 LOB PINE
TR 14 LOB PINE
TR 9 OAK
TR 10 OAK
TR 10 OAK
TR 15 OAK
TR 16 OAKTR 8 OAK
TR 17 OAKTR 15 OAK
TR 16 LOB PINE
TR 15 OAKTR 8 OAK
TR 10 OAK
TR 13 OAK
TR 16 OAK
TR 18 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 17 LOB PINETR 17 LOB PINE
TR 18 LOB PINE
TR 13 LOB PINE
TR 13 OAK
TR 13 OAK
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 9 OAK TR 18 OAK
TR 16 MAPTR 14 MAP
TR 22 BIRCH
TR 7 MAP
TR 10 MAP
TR 23 LOB PINE
TR 20 LOB PINE
TR 12 OAK
TR 22 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 18 LOB PINE
TR 9 OAK
TR 22 LOB PINE
TR 17 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 8 OAKTR 15 OAK
TR 13 LOB PINE TR 19 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 16 LOB PINE
TR 19 OAK
TR 14 MAPLE
TR 11 LOB PINE
TR 16 LOB PINE
TR 19 LOB PINE
TR 18 LOB PINE
TR 52 BIRCH
TR S16 - 3 18" MAPLE
TR S16 - 2 18" MAPLE
TR - 17 21" MAPLE
TR - 18 24" MAPLE
TR - 7 10" MAPLE
TR - 10 15" OAK
TR S16 - 1 24" OAK
TR S16 - 4 28" MAPLE
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'Inv. = 9.31'
62612 - Inv. = 10.35'
60263 - Inv. = 12.33'
FES - Inv. = 18.96'
FES - Inv. = 1873'
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
4' Wire Fence
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
S
5
0
°
3
0
'
4
7
"
W
5
2
7
.
1
4
'
(
T
i
e
)
S83°46'57"E
1
6
4
.
6
9
'
(
T
i
e
)
S23°
1
1
'
2
5
"
E
5
1
6
.
0
3
'
(
T
i
e
)
N39°45'40"W
N
2
5
°
3
9
'
1
0
"
E
1
6
6
.
2
6
'
(
T
i
e
)
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
Mulch Pile
To
p
o
f
B
a
n
k
To
e
o
f
B
a
n
k
M
u
l
c
h
/
D
i
r
t
P
i
l
e
s
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Top o
f
B
a
n
k
Toe of
B
a
n
k
Contamination Area
Scaled from PB 42 PG 346
Stacked
Pine Straw
62544 - Inv. = 18.10'
62544 - Inv. = 17.66'
60394-Storm Inlet
Rim Elev. = 19.83'
Inv. (NW) = 11.19'
Inv. (SE) = 11.02'
Inv. (SW) = 10.96'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
60359-Drainage Manhole
Rim Elev. = 20.25'
Inv. (B.O.B) = 11.38'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
Asphalt
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
WN39°34'02"W 521.97'
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
62210 Rim = 18.56'
Inv. In = 14.79'
Inv. Out = 14.66'
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
N1
2
°
4
3
'
3
0
"
W
1
3
2
.
4
3
'
N1°57'16"W
1
5
6
.
7
2
'
S83°37'31"E
1
8
5
.
1
0
'
S23°
0
8
'
0
4
"
E
4
9
0
.
8
6
'
EXISTING JURISDICTIONAL
STREAM TO BE REMOVED
IRF 1/2"
@ End of Fence
T
TP
TP
MKF
TTP
W
WELL
SPIGOT
SPIGOT
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
CMF in Manhole
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
4' Wire FenceBusiness Sign
Sign "Speed Limit 45"
4
'
W
i
r
e
F
e
n
c
e
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
IRF - Angle Iron
VU
UG Cable Mark
MB
IRF 5/8"
IRF 1/2"
IPF 1/2"
IRF 3/4"
IPF 1/2"
MB
MB
Grass Median
Grass Median
C
TVP
61873
61627
61624
60360
LS Tim
b
e
r
LS
T
i
m
b
e
r
LS
T
i
m
b
e
r
Wall
Gravel
Dirt
Di
r
t
R
o
a
d
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756
IPF 1/2"1 Story Block Garage
Metal
Carpo
r
t
Wood F
r
a
m
e
Buildin
g
AC
1 Story Brick House
AC
EM
T
TP
TTP
6' Metal Fence
TC
OH
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
IRF - Axle
D
N38°57'42"W
10.34' (Tie)
S50°24'58"W
49.18' (Tie)
ICV on 4x4 Post
(Typ.)
EM
MKF
MKG
MKF
WM
65
0
0
9
15
.
8
2
TE
S
T
P
I
T
65
0
1
0
16
.
4
1
TE
S
T
P
I
T
C/L of Neighbors Driveway
Scaled from MB 42 PG 346
DB 3421 PG 641
IPF 1/2"
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
X
X
X
X
X
X
X
XXXXX
X
XXXXXX
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP X
XXX
UC
A
T
V
O
H
P
O
H
P
O
H
P
O
H
P
X
X
X
X
OH
P
OH
P
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV UCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Gr
a
v
e
l
Grav
e
l
Gr
a
v
e
l
Gate
CONCRETE
Beginning
IRF 3/4" - Buried 1.8'
N: 147,608.62'
E: 2,331,803.19'
S
5
0
°
3
0
'
4
7
"
W
3
2
2
.
6
6
'
S87
°
2
1
'
0
9
"
E
2
3
9
.
4
7
'
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 21 LOB PINE
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 10 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 20 LOB PINE
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
TR 9 OAKTR 11 BIRCH
TR 13 MAPLE
TR 13 MAP
TR 12 MAP
TR 16 MAP
TR 13 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 10 MAP
TR 9 MAP
TR 10 MAP
TR 12 WILLOW
TR 14 LOB PINE
TR 22 LOB PINE
TR 30 LOB PINE
TR 14 LOB PINE
TR 9 OAK
TR 10 OAK
TR 10 OAK
TR 15 OAK
TR 16 OAKTR 8 OAK
TR 17 OAKTR 15 OAK
TR 16 LOB PINE
TR 15 OAKTR 8 OAK
TR 10 OAK
TR 13 OAK
TR 16 OAK
TR 18 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 17 LOB PINETR 17 LOB PINE
TR 18 LOB PINE
TR 13 LOB PINE
TR 13 OAK
TR 13 OAK
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 9 OAK TR 18 OAK
TR 16 MAPTR 14 MAP
TR 22 BIRCH
TR 7 MAP
TR 10 MAP
TR 23 LOB PINE
TR 20 LOB PINE
TR 12 OAK
TR 22 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 18 LOB PINE
TR 9 OAK
TR 22 LOB PINE
TR 17 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 8 OAKTR 15 OAK
TR 13 LOB PINE TR 19 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 16 LOB PINE
TR 19 OAK
TR 14 MAPLE
TR 11 LOB PINE
TR 16 LOB PINE
TR 19 LOB PINE
TR 18 LOB PINE
TR 52 BIRCH
TR S16 - 3 18" MAPLE
TR S16 - 2 18" MAPLE
TR - 17 21" MAPLE
TR - 18 24" MAPLE
TR - 7 10" MAPLE
TR - 10 15" OAK
TR S16 - 1 24" OAK
TR S16 - 4 28" MAPLE
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'Inv. = 9.31'
62612 - Inv. = 10.35'
60263 - Inv. = 12.33'
FES - Inv. = 18.96'
FES - Inv. = 1873'
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
4' Wire Fence
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
S
5
0
°
3
0
'
4
7
"
W
5
2
7
.
1
4
'
(
T
i
e
)
S83°46'57"E
1
6
4
.
6
9
'
(
T
i
e
)
S23°
1
1
'
2
5
"
E
5
1
6
.
0
3
'
(
T
i
e
)
N39°45'40"W
N
2
5
°
3
9
'
1
0
"
E
1
6
6
.
2
6
'
(
T
i
e
)
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
Mulch Pile
To
p
o
f
B
a
n
k
To
e
o
f
B
a
n
k
M
u
l
c
h
/
D
i
r
t
P
i
l
e
s
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Top o
f
B
a
n
k
Toe of
B
a
n
k
Contamination Area
Scaled from PB 42 PG 346
Stacked
Pine Straw
62544 - Inv. = 18.10'
62544 - Inv. = 17.66'
60394-Storm Inlet
Rim Elev. = 19.83'
Inv. (NW) = 11.19'
Inv. (SE) = 11.02'
Inv. (SW) = 10.96'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
60359-Drainage Manhole
Rim Elev. = 20.25'
Inv. (B.O.B) = 11.38'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
Asphalt
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
WN39°34'02"W 521.97'
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
62210 Rim = 18.56'
Inv. In = 14.79'
Inv. Out = 14.66'
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
N1
2
°
4
3
'
3
0
"
W
1
3
2
.
4
3
'
N1°57'16"W
1
5
6
.
7
2
'
S83°37'31"E
1
8
5
.
1
0
'
S23°
0
8
'
0
4
"
E
4
9
0
.
8
6
'
EXISTING JURISDICTIONAL
STREAM TO BE REMOVED
IRF 1/2"
@ End of Fence
T
TP
TP
MKF
TTP
W
WELL
SPIGOT
SPIGOT
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
CMF in Manhole
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
4' Wire FenceBusiness Sign
Sign "Speed Limit 45"
4
'
W
i
r
e
F
e
n
c
e
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
IRF - Angle Iron
VU
UG Cable Mark
MB
IRF 5/8"
IRF 1/2"
IPF 1/2"
IRF 3/4"
IPF 1/2"
MB
MB
Grass Median
Grass Median
C
TVP
61873
61627
61624
60360
LS Tim
b
e
r
LS
T
i
m
b
e
r
LS
T
i
m
b
e
r
Wall
Gravel
Dirt
Di
r
t
R
o
a
d
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756
IPF 1/2"1 Story Block Garage
Metal
Carpo
r
t
Wood F
r
a
m
e
Buildin
g
AC
1 Story Brick House
AC
EM
T
TP
TTP
6' Metal Fence
TC
OH
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
IRF - Axle
D
N38°57'42"W
10.34' (Tie)
S50°24'58"W
49.18' (Tie)
ICV on 4x4 Post
(Typ.)
EM
MKF
MKG
MKF
WM
65
0
0
9
15
.
8
2
TE
S
T
P
I
T
65
0
1
0
16
.
4
1
TE
S
T
P
I
T
C/L of Neighbors Driveway
Scaled from MB 42 PG 346
DB 3421 PG 641
IPF 1/2"
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
X
X
X
X
X
X
X
XXXXX
X
XXXXXX
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP X
XXX
UC
A
T
V
O
H
P
O
H
P
O
H
P
O
H
P
X
X
X
X
OH
P
OH
P
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV UCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Gr
a
v
e
l
Grav
e
l
Gr
a
v
e
l
Gate
CONCRETE
Beginning
IRF 3/4" - Buried 1.8'
N: 147,608.62'
E: 2,331,803.19'
S
5
0
°
3
0
'
4
7
"
W
3
2
2
.
6
6
'
S87
°
2
1
'
0
9
"
E
2
3
9
.
4
7
'
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 21 LOB PINE
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 10 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 20 LOB PINE
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
TR 9 OAKTR 11 BIRCH
TR 13 MAPLE
TR 13 MAP
TR 12 MAP
TR 16 MAP
TR 13 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 10 MAP
TR 9 MAP
TR 10 MAP
TR 12 WILLOW
TR 14 LOB PINE
TR 22 LOB PINE
TR 30 LOB PINE
TR 14 LOB PINE
TR 9 OAK
TR 10 OAK
TR 10 OAK
TR 15 OAK
TR 16 OAKTR 8 OAK
TR 17 OAKTR 15 OAK
TR 16 LOB PINE
TR 15 OAKTR 8 OAK
TR 10 OAK
TR 13 OAK
TR 16 OAK
TR 18 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 17 LOB PINETR 17 LOB PINE
TR 18 LOB PINE
TR 13 LOB PINE
TR 13 OAK
TR 13 OAK
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 9 OAK TR 18 OAK
TR 16 MAPTR 14 MAP
TR 22 BIRCH
TR 7 MAP
TR 10 MAP
TR 23 LOB PINE
TR 20 LOB PINE
TR 12 OAK
TR 22 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 18 LOB PINE
TR 9 OAK
TR 22 LOB PINE
TR 17 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 8 OAKTR 15 OAK
TR 13 LOB PINE TR 19 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 16 LOB PINE
TR 19 OAK
TR 14 MAPLE
TR 11 LOB PINE
TR 16 LOB PINE
TR 19 LOB PINE
TR 18 LOB PINE
TR 52 BIRCH
TR S16 - 3 18" MAPLE
TR S16 - 2 18" MAPLE
TR - 17 21" MAPLE
TR - 18 24" MAPLE
TR - 7 10" MAPLE
TR - 10 15" OAK
TR S16 - 1 24" OAK
TR S16 - 4 28" MAPLE
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'Inv. = 9.31'
62612 - Inv. = 10.35'
60263 - Inv. = 12.33'
FES - Inv. = 18.96'
FES - Inv. = 1873'
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
4' Wire Fence
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
S
5
0
°
3
0
'
4
7
"
W
5
2
7
.
1
4
'
(
T
i
e
)
S83°46'57"E
1
6
4
.
6
9
'
(
T
i
e
)
S23°
1
1
'
2
5
"
E
5
1
6
.
0
3
'
(
T
i
e
)
N39°45'40"W
N
2
5
°
3
9
'
1
0
"
E
1
6
6
.
2
6
'
(
T
i
e
)
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
Mulch Pile
To
p
o
f
B
a
n
k
To
e
o
f
B
a
n
k
M
u
l
c
h
/
D
i
r
t
P
i
l
e
s
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Top o
f
B
a
n
k
Toe of
B
a
n
k
Contamination Area
Scaled from PB 42 PG 346
Stacked
Pine Straw
62544 - Inv. = 18.10'
62544 - Inv. = 17.66'
60394-Storm Inlet
Rim Elev. = 19.83'
Inv. (NW) = 11.19'
Inv. (SE) = 11.02'
Inv. (SW) = 10.96'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
60359-Drainage Manhole
Rim Elev. = 20.25'
Inv. (B.O.B) = 11.38'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
Asphalt
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
WN39°34'02"W 521.97'
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
62210 Rim = 18.56'
Inv. In = 14.79'
Inv. Out = 14.66'
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
N1
2
°
4
3
'
3
0
"
W
1
3
2
.
4
3
'
N1°57'16"W
1
5
6
.
7
2
'
S83°37'31"E
1
8
5
.
1
0
'
S23°
0
8
'
0
4
"
E
4
9
0
.
8
6
'
EXISTING JURISDICTIONAL
STREAM TO BE REMOVED
IRF 1/2"
@ End of Fence
T
TP
TP
MKF
TTP
W
WELL
SPIGOT
SPIGOT
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
CMF in Manhole
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
4' Wire FenceBusiness Sign
Sign "Speed Limit 45"
4
'
W
i
r
e
F
e
n
c
e
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
IRF - Angle Iron
VU
UG Cable Mark
MB
IRF 5/8"
IRF 1/2"
IPF 1/2"
IRF 3/4"
IPF 1/2"
MB
MB
Grass Median
Grass Median
C
TVP
61873
61627
61624
60360
LS Tim
b
e
r
LS
T
i
m
b
e
r
LS
T
i
m
b
e
r
Wall
Gravel
Dirt
Di
r
t
R
o
a
d
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756
IPF 1/2"1 Story Block Garage
Metal
Carpo
r
t
Wood F
r
a
m
e
Buildin
g
AC
1 Story Brick House
AC
EM
T
TP
TTP
6' Metal Fence
TC
OH
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
IRF - Axle
D
N38°57'42"W
10.34' (Tie)
S50°24'58"W
49.18' (Tie)
ICV on 4x4 Post
(Typ.)
EM
MKF
MKG
MKF
WM
65
0
0
9
15
.
8
2
TE
S
T
P
I
T
65
0
1
0
16
.
4
1
TE
S
T
P
I
T
C/L of Neighbors Driveway
Scaled from MB 42 PG 346
DB 3421 PG 641
IPF 1/2"
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
X
X
X
X
X
X
X
XXXXX
X
XXXXXX
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP X
XXX
UC
A
T
V
O
H
P
O
H
P
O
H
P
O
H
P
X
X
X
X
OH
P
OH
P
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV UCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Gr
a
v
e
l
Grav
e
l
Gr
a
v
e
l
Gate
CONCRETE
Beginning
IRF 3/4" - Buried 1.8'
N: 147,608.62'
E: 2,331,803.19'
S
5
0
°
3
0
'
4
7
"
W
3
2
2
.
6
6
'
S87
°
2
1
'
0
9
"
E
2
3
9
.
4
7
'
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 21 LOB PINE
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 10 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 20 LOB PINE
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
TR 9 OAKTR 11 BIRCH
TR 13 MAPLE
TR 13 MAP
TR 12 MAP
TR 16 MAP
TR 13 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 10 MAP
TR 9 MAP
TR 10 MAP
TR 12 WILLOW
TR 14 LOB PINE
TR 22 LOB PINE
TR 30 LOB PINE
TR 14 LOB PINE
TR 9 OAK
TR 10 OAK
TR 10 OAK
TR 15 OAK
TR 16 OAKTR 8 OAK
TR 17 OAKTR 15 OAK
TR 16 LOB PINE
TR 15 OAKTR 8 OAK
TR 10 OAK
TR 13 OAK
TR 16 OAK
TR 18 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 17 LOB PINETR 17 LOB PINE
TR 18 LOB PINE
TR 13 LOB PINE
TR 13 OAK
TR 13 OAK
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 9 OAK TR 18 OAK
TR 16 MAPTR 14 MAP
TR 22 BIRCH
TR 7 MAP
TR 10 MAP
TR 23 LOB PINE
TR 20 LOB PINE
TR 12 OAK
TR 22 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 18 LOB PINE
TR 9 OAK
TR 22 LOB PINE
TR 17 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 8 OAKTR 15 OAK
TR 13 LOB PINE TR 19 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 16 LOB PINE
TR 19 OAK
TR 14 MAPLE
TR 11 LOB PINE
TR 16 LOB PINE
TR 19 LOB PINE
TR 18 LOB PINE
TR 52 BIRCH
TR S16 - 3 18" MAPLE
TR S16 - 2 18" MAPLE
TR - 17 21" MAPLE
TR - 18 24" MAPLE
TR - 7 10" MAPLE
TR - 10 15" OAK
TR S16 - 1 24" OAK
TR S16 - 4 28" MAPLE
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'Inv. = 9.31'
62612 - Inv. = 10.35'
60263 - Inv. = 12.33'
FES - Inv. = 18.96'
FES - Inv. = 1873'
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
4' Wire Fence
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
S
5
0
°
3
0
'
4
7
"
W
5
2
7
.
1
4
'
(
T
i
e
)
S83°46'57"E
1
6
4
.
6
9
'
(
T
i
e
)
S23°
1
1
'
2
5
"
E
5
1
6
.
0
3
'
(
T
i
e
)
N39°45'40"W
N
2
5
°
3
9
'
1
0
"
E
1
6
6
.
2
6
'
(
T
i
e
)
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
Mulch Pile
To
p
o
f
B
a
n
k
To
e
o
f
B
a
n
k
M
u
l
c
h
/
D
i
r
t
P
i
l
e
s
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Top o
f
B
a
n
k
Toe of
B
a
n
k
Contamination Area
Scaled from PB 42 PG 346
Stacked
Pine Straw
62544 - Inv. = 18.10'
62544 - Inv. = 17.66'
60394-Storm Inlet
Rim Elev. = 19.83'
Inv. (NW) = 11.19'
Inv. (SE) = 11.02'
Inv. (SW) = 10.96'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
60359-Drainage Manhole
Rim Elev. = 20.25'
Inv. (B.O.B) = 11.38'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
Asphalt
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
WN39°34'02"W 521.97'
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
62210 Rim = 18.56'
Inv. In = 14.79'
Inv. Out = 14.66'
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
N1
2
°
4
3
'
3
0
"
W
1
3
2
.
4
3
'
N1°57'16"W
1
5
6
.
7
2
'
S83°37'31"E
1
8
5
.
1
0
'
S23°
0
8
'
0
4
"
E
4
9
0
.
8
6
'
EXISTING JURISDICTIONAL
STREAM TO BE REMOVED
SURVEY NOTES
1.ON SITE BOUNDARY, TOPOGRAPHY AND PLANIMETRIC INFORMATION IS
TAKEN FROM A SURVEY BY TIMMONS GROUP DATED 12/08/2023. OFFSITE
TOPOGRAPHY AND PLANIMETRIC INFORMATION FROM OTHER SOURCES AND
HAS NOT BEEN FIELD VERIFIED BY TIMMONS GROUP.
2.ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
3.THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY TIMMONS GROUP.
TITLE SEARCH WAS PERFORMED BY OLD REPUBLIC NATIONAL TITLE
INSURANCE COMPANY, DATED JULY 01, 2021.
4.BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 2007).
5.VERTICAL DATUM SHOWN HEREON IS NAVD88..
8.NOT LOCATED IN FLOOD HAZARD AREA PER FEMA MAP #3720313400K
(EFFECTIVE 08-28-2018).
9.RECORDED PROPERTY DATA:
9.1.DB 3687 PG 680
10.EXISTING IMPERVIOUS AREA = 0.59 ACRES
11.THE UTILITIES ON THESE PLANS ARE APPROXIMATE ONLY, AND ARE NOT
ACCURATE FOR CONSTRUCTION PURPOSES. FOR FIELD MARKS CALL
1-800-632-4949.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
1
.
0
-
E
X
I
S
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
4
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C1.0
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
P
L
A
N
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
SPRINKLER VALVE
HVAC - HEATING, VENTILATION AND
AIR CONDITIONING
LEGEND
GAS VALVE
FENCE
EDGE OF UNDERBRUSH
PAINTED WATER LINE
PAINTED TELEPHONE LINE
GUY
CABLE TV PEDESTAL
CM - CONCRETE MONUMENT
IPS - IRON PIPE SET
IRF - IRON ROD FOUND
IPF - IRON PIPE FOUND
PT - CALCULATED POINT
TELEPHONE PEDESTAL
FIRE HYDRANT
LIGHT POLE
POWER POLE
ELECTRIC BOX
PG - PAGE
SF - SQUARE FEET
GV - GAS VALVE
YI - YARD INLET
GI - GRATE INLET
CB - CATCH BASIN
NTS - NOT TO SCALE
R / W - RIGHT-OF-WAY
C / L - CENTERLINE
P / L - PROPERTY LINE
CI - CURB INLET
PB - PLAT BOOK
DB - DEED BOOK
EP - EDGE OF
X X
OHP
W
UGT
CMP - CORRUGATED METAL PIPE
VCP - VITRIFIED CLAY PIPE
RCP - REINFORCED CONCRETE PIPE
HDPE - HIGH DENSITY POLYETHYLENE PIPE
SPRINKLER HEAD
SIGN
TBC - TOP BACK OF CURB
FLAG POLE
GROUND LAMP
STORM LINE
SANITARY LINESAN
OVERHEAD POWER LINE
DIP - DUCTILE IRON PIPE
MH TELEPHONE
MH SANITARY
MH DRAINAGE
BOLLARD
SPRINKLER BOX
WATER VALVE
GAS METER
CLEAN OUT
WATER METER
ELECTRIC METER
WELL
MH WATER
YARD LIGHT
S
W
D
E
T
C
T
W
MH ELECTRIC
PAINTED POWER LINEUGP
PAINTED GAS LINEG
PAINTED STORM LINESTM
PAVING
ROOF DRAIN
AC UNIT
MAILBOX
DEED LINE
LINE NOT SURVEYED
BOREHOLE
TELEPHONE VAULTTV
FO FIBER OPTIC
MARKER
C1
.
0
IN
S
E
T
A
MA
T
C
H
L
I
N
E
C
1
.
1
C1
.
1
IN
S
E
T
B
MA
T
C
H
L
I
N
E
C
1
.
0
INSET A
INSET B
STREAM IMPACT LEGEND
PERMANENT STREAM IMPACT AREA OUTSIDE OF RIPRAP = 1,008 SF
PERMANENT STREAM IMPACT LENGTH OUTSIDE OF RIPRAP = 100 LF
PERMANENT STREAM IMPACT RIPRAP FILL AREA = 316 SF
PERMANENT STREAM IMPACT RIPRAP FILL LENGTH = 28 LF
NOTE:
NO WETLANDS ARE PRESENT ON SITE
T
TP
T
TP
TTP
MKF
TTP
Sign "Do Not Enter"
4' Wire FenceBusiness Sign
Sign "Speed Limit 45"
6' W
i
r
e
F
e
n
c
e
UG Cable Mark
MB
IRF 5/8"
MB
Grass MedianConc. Median
Conc. MedianConc. Median
61627
61624
61532
6149061475
LS Tim
b
e
r
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
NSA Property Holdings, LLC
PARID: R07100-003-018-000
MAPID: 313405.18.5544.000
DB 6178 PG 2823
Tract B - MB 49 PG 272
IPF 1/2"WM
MK
F
MKF
End of Signal
Bus Stop SignHighway 421
Sign
G G G
Electronic
Billboard Sign
UGP
UG Cable Mark
WM
WM
WM
HOTBOXHOTBOXHOTBOX
Sign "Reserved
Parking"
HOTBOX HOTBOX
WM
Sign "One Way"
Ga
t
e
C
o
d
e
p
a
n
e
l
8'' S
A
N
8'' SAN8'' SAN8'' SAN
CO
4" PVC
TTP
CTV
P
TTP
F
I
B
E
R
O
P
T
SSMH
Rim Elev. = 21.80'
Inv. In = 17.95'
Inv. Out = 17.09'
S
Lagomarager Holdings, LLC
PARID: R07100-003-382-003
MAPID: 313405.18.2550.003
DB 5300 PG 784
Condo Book 16 PG 294
Road Name Sign
C/L of Neighbors Driveway
Scaled from MB 42 PG 346
DB 3421 PG 641
UGTUGTUGT
UGTUGTUGT
UGTUGTUGT
UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGT
UGT
UGT
UCATVUCATVUCATVUCATVUCATVUCATV
UCATV
UCATV
UCATV
UG
TUGTUGTUGT
G
G
X
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP X
XXX
GGGGGGGGGG
UCATVUCATV
UCATVUCATVUCATVUCATVUCATVUCATV
UCATVUCATV
UCATVUCATVUCATVUCATVUCATVUCATV
UGTUGTUGTUGTUGTUGT
UFO UFO UFO
UG
PUGPUC
A
T
V
UCATV
UCATV UCATV
UCATV UCATV
UCATV
UGT
UGT
UGT
UGT UCATVUCATVUCATV
UGTUGTUGTUGT
UCATVUCATVUCATV
UGT UGT
UFO UFO
G
UGP
UG
P
UCA
T
V
UG
TUF
OUGP
OH
U
OH
U
OH
P
X
UGP
UGP
UGP
UGP
G G
X
X
X
X
X
X
Gr
a
v
e
l
Gate
S87
°
2
1
'
0
9
"
E
2
3
9
.
4
7
'
TR
8
""
""
"
"
"
""
""
PA
L
M
"
PA
L
M
"
PA
L
M
"
PA
L
M
"
TR 19 LOB PINE
TR 12 LOB PINE
TR 17 LOB PINETR 17 LOB PINE
TR 18 LOB PINE
TR 13 LOB PINE
TR 13 OAK
TR 13 OAK
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 9 OAK TR 18 OAK
Storm Inlet
Rim Elev. = 21.68'
Inv. Out = 18.69'
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'
Storm Inlet
Rim Elev. = 21.50'
Inv. Out = 18.58'
Storm Inlet
Rim Elev. = 21.06'
Inv. In = 16.96'
Inv. Out = 16.66'
Storm Inlet
Rim Elev. = 21.74'
Inv. In = 17.58'
Inv. Out = 17.49'
FES - Inv. = 18.96'
FES - Inv. = 18.88'
FES - Inv. = 1873'
4' Wire Fence
19
2
0
1918
19
20
21
20
21
20
62544 - Inv. = 18.10'
62544 - Inv. = 17.66'
18" RCP
1
8
"
R
C
P
18" RCP
18
"
R
C
P
1
8
"
R
C
P
18" RCP
18" RCP18" RCP18" RCP18" RCP
18" RCP
18
"
R
C
P
15" RC
P
22
22
23
23
22
22
2422
22 21
20 21 19
WWWWWWWWWWWWWW
EXISTING 25'
PUBLIC UTILITY EASEMENT
DB 3966 PG 169
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
62210 Rim = 18.56'
Inv. In = 14.79'
Inv. Out = 14.66'
Rim = 20.39'
Inv. In = 16.84'
Inv. Out = 16.81'
Rim = 21.10'
Inv. Out = 17.88'
Rim = 21.40'
Inv. In = 16.65'
Inv. Out = 16.65'
Rim = 21.23'
Inv. In = 16.58'
Inv. Out = 16.48'
Rim = 21.03'
Inv. In (61624)= 16.53'
Inv. In (61532) = 16.23'
Inv. Out = 16.16'
1
8
"
R
C
P
Rim = 21.34'
Inv. Out = 17.64'
10'' W10'' W10'' W10'' W
UG Cable Mark
UG Cable Mark
EM
CMF IPF 1"
Gate
4
'
W
i
r
e
F
e
n
c
e
TC
TC
TC
Road Name Sign
OHU
OHU
OHU
VU
VU
C
TVP
T
TP IRF
Bolt & Washer
Grass Median
Grass MedianConc.
8'' SAN8'' SAN
SSMH
Rim Elev. = 18.57'
Inv. In = 14.00'
S
Yield Sign
Yield Line
Conc.
Asphalt
S PVC
61873
Frank Devenero
& Nick Devenero
PARID: R07100-003-025-000
MAPID: 313405.27.1684.000
DB 1790 PG 435
Sign "Do Not
Enter"
T
TP
TTP
6' Metal Fence
TC
TC
O
H
U
OH
U
OH
U
O
H
U
O
H
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8'' W8'' W8'' W8'' W
8''
W
8'' W
D
EMMKF
MKG
MKF
65
0
0
9
15
.
8
2
TE
S
T
P
I
T
65
0
1
0
16
.
4
1
TE
S
T
P
I
T
Road Name Sign
D
CTV
P
TTP
MK
F
C
TVP
T
TP
MB
MB
MBSign "Do Not Enter"
GV
Sign "Wrong Way"School Sign
Sign "Reserved Parking"
Info. Sign
Storm Inlet
Rim Elev. = 17.03'
Inv. Out = 14.33'
Terra Nova of Wilmington, LLC
PARID: R07100-003-026-000
MAPID: 313405.27.3584.000
DB 2687 PG 695 Barbara Jordan
PARID: R07100-003-027-000
MAPID: 313409.27.2293.000
DB 20E PG 1558
UC
A
T
V
UGTUGTUGT
UCATVUCATV
UCATV UCATV
UGT
UGT UGT UCATV
U
C
A
T
V
UGT UGT UGT UGTUGT
UG
T
UFOUGP
UFO
O
H
U
X
XXXXX
OHU OHU OHU OHU OHU OHU OHUOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP
O
H
P
O
H
P
O
H
P
O
H
P
X
UCATVUCATVUCATVUCATVUCATVUCATV
UG
P
UGTUGTUGT
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGG
UCATVUCATVUCATV
X X X
OHP
OHP
OHPOHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OH
P
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATV
UGTUGTUGTUGT
UGT
UGTUGT
X X
OHPOHP
OH
P
O
H
P
O
H
P
O
H
P
OH
P
OH
P
IPF
IPF
Beginning
IRF 3/4" - Buried 1.8'
N: 147,608.62'
E: 2,331,803.19'
IPF 1/2"
(2' AG)
TRD
TR 24 LOB PINE
TR 21 LOB PINE
3IN
"
M
U
L
T
I
3IN
"
M
U
L
T
I
4IN
"
M
U
L
T
I
TR 9 OAKTR 11 BIRCH
TR 13 MAPLE
TR 13 MAP
TR 52 BIRCH
Inv. = 9.31'
62612 - Inv. = 10.35'
61101 - Inv. = 16.86'
18" RCP
Inv. = 16.11'
18" RCP
Inv. = 16.76'
18" RCP
Inv. = 16.36'
18" RCP
Inv. = 15.89'
12" CPP
Inv. = 15.82'
18" RCP - FES
Inv. = 15.97'
18" RCP
Inv. = 15.69'
Brick Sign "The Lakes"
w/ Post Lights N41°08'16"W
117.67' (Tie)
N39°45'40"W
123.38' (Tie)
S40°30'27"E
82.42' (Tie)
S39°43'13"E 225.20' (Tie)
N40°28'20"W
159.31' (Tie)
N
2
5
°
3
9
'
1
0
"
E
1
6
6
.
2
6
'
(
T
i
e
)
N39°58'18"W
109.68'
N39°06'50"W 207.52'
18
20
15
18" RCP
18" RCP Possible Junction
M
u
l
c
h
/
D
i
r
t
P
i
l
e
s
61068-Storm Inlet
Rim Elev. = 19.06'
Inv. In (from 61101) = 16.43'
Inv. Out (to 61055) = 16.41'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
48
"
R
C
P
18" RCP18" RCP
15" RCP
16
2
0
19
19
20
19
18 18
19
18
19
18
16
18
16
18
20
1919
1618
19
19
19
19
20
20
15
12
1919
19
W
WWW
8''
W
8''
W
8''
W
W
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
STREAM TO BE REMOVED
SURVEY NOTES
1.ON SITE BOUNDARY, TOPOGRAPHY AND PLANIMETRIC INFORMATION IS
TAKEN FROM A SURVEY BY TIMMONS GROUP DATED 12/08/2023. OFFSITE
TOPOGRAPHY AND PLANIMETRIC INFORMATION FROM OTHER SOURCES AND
HAS NOT BEEN FIELD VERIFIED BY TIMMONS GROUP.
2.ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
3.THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY TIMMONS GROUP.
TITLE SEARCH WAS PERFORMED BY OLD REPUBLIC NATIONAL TITLE
INSURANCE COMPANY, DATED JULY 01, 2021.
4.BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 2007).
5.VERTICAL DATUM SHOWN HEREON IS NAVD88..
8.NOT LOCATED IN FLOOD HAZARD AREA PER FEMA MAP #3720313400K
(EFFECTIVE 08-28-2018).
9.RECORDED PROPERTY DATA:
9.1.DB 3687 PG 680
10.EXISTING IMPERVIOUS AREA = 0.59 ACRES
11.THE UTILITIES ON THESE PLANS ARE APPROXIMATE ONLY, AND ARE NOT
ACCURATE FOR CONSTRUCTION PURPOSES. FOR FIELD MARKS CALL
1-800-632-4949.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
1
.
0
-
E
X
I
S
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
4
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C1.1
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
P
L
A
N
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
SPRINKLER VALVE
HVAC - HEATING, VENTILATION AND
AIR CONDITIONING
LEGEND
GAS VALVE
FENCE
EDGE OF UNDERBRUSH
PAINTED WATER LINE
PAINTED TELEPHONE LINE
GUY
CABLE TV PEDESTAL
CM - CONCRETE MONUMENT
IPS - IRON PIPE SET
IRF - IRON ROD FOUND
IPF - IRON PIPE FOUND
PT - CALCULATED POINT
TELEPHONE PEDESTAL
FIRE HYDRANT
LIGHT POLE
POWER POLE
ELECTRIC BOX
PG - PAGE
SF - SQUARE FEET
GV - GAS VALVE
YI - YARD INLET
GI - GRATE INLET
CB - CATCH BASIN
NTS - NOT TO SCALE
R / W - RIGHT-OF-WAY
C / L - CENTERLINE
P / L - PROPERTY LINE
CI - CURB INLET
PB - PLAT BOOK
DB - DEED BOOK
EP - EDGE OF
X X
OHP
W
UGT
CMP - CORRUGATED METAL PIPE
VCP - VITRIFIED CLAY PIPE
RCP - REINFORCED CONCRETE PIPE
HDPE - HIGH DENSITY POLYETHYLENE PIPE
SPRINKLER HEAD
SIGN
TBC - TOP BACK OF CURB
FLAG POLE
GROUND LAMP
STORM LINE
SANITARY LINESAN
OVERHEAD POWER LINE
DIP - DUCTILE IRON PIPE
MH TELEPHONE
MH SANITARY
MH DRAINAGE
BOLLARD
SPRINKLER BOX
WATER VALVE
GAS METER
CLEAN OUT
WATER METER
ELECTRIC METER
WELL
MH WATER
YARD LIGHT
S
W
D
E
T
C
T
W
MH ELECTRIC
PAINTED POWER LINEUGP
PAINTED GAS LINEG
PAINTED STORM LINESTM
PAVING
ROOF DRAIN
AC UNIT
MAILBOX
DEED LINE
LINE NOT SURVEYED
BOREHOLE
TELEPHONE VAULTTV
FO FIBER OPTIC
MARKER
C1
.
0
MA
T
C
H
L
I
N
E
C
1
.
1
INSET A
INSET B
C1
.
0
MA
T
C
H
L
I
N
E
C
1
.
1
IRF 1/2"
@ End of Fence
T
TP
TP
MKF
TTP
W
WELL
SPIGOT
SPIGOT
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
CMF in Manhole
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
4' Wire FenceBusiness Sign
Sign "Speed Limit 45"
4
'
W
i
r
e
F
e
n
c
e
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
IRF - Angle Iron
VU
UG Cable Mark
MB
IRF 5/8"
IRF 1/2"
IPF 1/2"
IRF 3/4"
IPF 1/2"
MB
MB
Grass Median
Grass Median
C
TVP
LS Tim
b
e
r
LS
T
i
m
b
e
r
LS
T
i
m
b
e
r
Wall
Gravel
Dirt
Di
r
t
R
o
a
d
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756
IPF 1/2"1 Story Block Garage
Metal
Carpo
r
t
Wood F
r
a
m
e
Buildin
g
AC
1 Story Brick House
AC
EM
T
TP
TTP
6' Metal Fence
TC
OH
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
IRF - Axle
D
N38°57'42"W
10.34' (Tie)
S50°24'58"W
49.18' (Tie)
EM
MKF
MKG
MKF
WM
65
0
0
9
15
.
8
2
TE
S
T
P
I
T
65
0
1
0
16
.
4
1
TE
S
T
P
I
T
C/L of Neighbors Driveway
Scaled from MB 42 PG 346
DB 3421 PG 641
IPF 1/2"
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
X
X
X
X
X
X
X
XXXXX
X
XXXXXX
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP X
XXX
UC
A
T
V
O
H
P
O
H
P
O
H
P
O
H
P
X
X
X
X
OH
P
OH
P
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV UCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Gr
a
v
e
l
Grav
e
l
Gr
a
v
e
l
Gate
CONCRETE
Beginning
IRF 3/4" - Buried 1.8'
N: 147,608.62'
E: 2,331,803.19'
S
5
0
°
3
0
'
4
7
"
W
3
2
2
.
6
6
'
S87
°
2
1
'
0
9
"
E
2
3
9
.
4
7
'
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 21 LOB PINE
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 10 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 20 LOB PINE
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
TR 9 OAKTR 11 BIRCH
TR 13 MAPLE
TR 13 MAP
TR 12 MAP
TR 16 MAP
TR 13 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 10 MAP
TR 9 MAP
TR 10 MAP
TR 12 WILLOW
TR 14 LOB PINE
TR 22 LOB PINE
TR 30 LOB PINE
TR 14 LOB PINE
TR 9 OAK
TR 10 OAK
TR 10 OAK
TR 15 OAK
TR 16 OAKTR 8 OAK
TR 17 OAKTR 15 OAK
TR 16 LOB PINE
TR 15 OAKTR 8 OAK
TR 10 OAK
TR 13 OAK
TR 16 OAK
TR 18 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 17 LOB PINETR 17 LOB PINE
TR 18 LOB PINE
TR 13 LOB PINE
TR 13 OAK
TR 13 OAK
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 9 OAK TR 18 OAK
TR 16 MAPTR 14 MAP
TR 22 BIRCH
TR 7 MAP
TR 10 MAP
TR 23 LOB PINE
TR 20 LOB PINE
TR 12 OAK
TR 22 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 18 LOB PINE
TR 9 OAK
TR 22 LOB PINE
TR 17 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 8 OAKTR 15 OAK
TR 13 LOB PINE TR 19 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 16 LOB PINE
TR 19 OAK
TR 14 MAPLE
TR 11 LOB PINE
TR 16 LOB PINE
TR 19 LOB PINE
TR 18 LOB PINE
TR 52 BIRCH
TR S16 - 3 18" MAPLE
TR S16 - 2 18" MAPLE
TR - 17 21" MAPLE
TR - 18 24" MAPLE
TR - 7 10" MAPLE
TR - 10 15" OAK
TR S16 - 1 24" OAK
TR S16 - 4 28" MAPLE
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
4' Wire Fence
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
S
5
0
°
3
0
'
4
7
"
W
5
2
7
.
1
4
'
(
T
i
e
)
S83°46'57"E
1
6
4
.
6
9
'
(
T
i
e
)
S23°
1
1
'
2
5
"
E
5
1
6
.
0
3
'
(
T
i
e
)
N39°45'40"W
N
2
5
°
3
9
'
1
0
"
E
1
6
6
.
2
6
'
(
T
i
e
)
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
Mulch Pile
To
p
o
f
B
a
n
k
To
e
o
f
B
a
n
k
M
u
l
c
h
/
D
i
r
t
P
i
l
e
s
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Top o
f
B
a
n
k
Toe of
B
a
n
k
Contamination Area
Scaled from PB 42 PG 346
Stacked
Pine Straw
62544 - Inv. = 18.10'
62544 - Inv. = 17.66'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
Asphalt
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
WN39°34'02"W 521.97'
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
62210 Rim = 18.56'
Inv. In = 14.79'
Inv. Out = 14.66'
N1
2
°
4
3
'
3
0
"
W
1
3
2
.
4
3
'
N1°57'16"W
1
5
6
.
7
2
'
S83°37'31"E
1
8
5
.
1
0
'
S23°
0
8
'
0
4
"
E
4
9
0
.
8
6
'
TC03
TC03
TC03
TC03
TC03
TC03
TC03
TC03
TC03 TC03
TC03
TC03
TC03
TC01
TC03
TC03
TC03
TC01
TC03
TC01
TC03
TC01
TC01
TC01
TC01
TC01
TC01
TC01
TC02
TC04
TC02
TC02
TC04
TC04
TC04
TC02
TC04
TC02
TC02
TC02
TC02
TC02
TC06
TC05
TC05
TC05
TC05
TC05TC01
TC01
TC04
TC04
TC04
TC02
TC02
TC04
TC02
TC04
TC04
TC02
TC02
TC04
TC02TC02
TC02TC04
TC02 TC02
TC02
TC02
TC05
TC05
TC05
TC05
TC05
TC05
TC07
PROPOSED PROPERTY LINE
50' TREE RETENTION
BUFFER FOR
REGULATED TREES
TC03
TC04
TC04
TC04
TC04
TC01
TP
F
TPF
T
P
F
TPF
TPF
TPF
TPF
TP
F
TPF
TPF TPF TPF T
P
F
TPF
TP
F
TP
F
TP
F
TP
F
TPF
TPF TP
F
TP
F
TPF
TPF
TC08
TC08
TC08
IRF 1/2"
@ End of Fence
T
TP
TP
MKF
TTP
W
WELL
SPIGOT
SPIGOT
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
CMF in Manhole
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
4' Wire FenceBusiness Sign
Sign "Speed Limit 45"
4
'
W
i
r
e
F
e
n
c
e
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
IRF - Angle Iron
VU
UG Cable Mark
MB
IRF 5/8"
IRF 1/2"
IPF 1/2"
IRF 3/4"
IPF 1/2"
MB
MB
Grass Median
Grass Median
C
TVP
LS Tim
b
e
r
LS
T
i
m
b
e
r
LS
T
i
m
b
e
r
Wall
Gravel
Dirt
Di
r
t
R
o
a
d
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756
IPF 1/2"1 Story Block Garage
Metal
Carpo
r
t
Wood F
r
a
m
e
Buildin
g
AC
1 Story Brick House
AC
EM
T
TP
TTP
6' Metal Fence
TC
OH
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
IRF - Axle
D
N38°57'42"W
10.34' (Tie)
S50°24'58"W
49.18' (Tie)
EM
MKF
MKG
MKF
WM
65
0
0
9
15
.
8
2
TE
S
T
P
I
T
65
0
1
0
16
.
4
1
TE
S
T
P
I
T
C/L of Neighbors Driveway
Scaled from MB 42 PG 346
DB 3421 PG 641
IPF 1/2"
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
X
X
X
X
X
X
X
XXXXX
X
XXXXXX
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP X
XXX
UC
A
T
V
O
H
P
O
H
P
O
H
P
O
H
P
X
X
X
X
OH
P
OH
P
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV UCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Gr
a
v
e
l
Grav
e
l
Gr
a
v
e
l
Gate
CONCRETE
Beginning
IRF 3/4" - Buried 1.8'
N: 147,608.62'
E: 2,331,803.19'
S
5
0
°
3
0
'
4
7
"
W
3
2
2
.
6
6
'
S87
°
2
1
'
0
9
"
E
2
3
9
.
4
7
'
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 21 LOB PINE
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 10 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 20 LOB PINE
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
TR 9 OAKTR 11 BIRCH
TR 13 MAPLE
TR 13 MAP
TR 12 MAP
TR 16 MAP
TR 13 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 10 MAP
TR 9 MAP
TR 10 MAP
TR 12 WILLOW
TR 14 LOB PINE
TR 22 LOB PINE
TR 30 LOB PINE
TR 14 LOB PINE
TR 9 OAK
TR 10 OAK
TR 10 OAK
TR 15 OAK
TR 16 OAKTR 8 OAK
TR 17 OAKTR 15 OAK
TR 16 LOB PINE
TR 15 OAKTR 8 OAK
TR 10 OAK
TR 13 OAK
TR 16 OAK
TR 18 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 17 LOB PINETR 17 LOB PINE
TR 18 LOB PINE
TR 13 LOB PINE
TR 13 OAK
TR 13 OAK
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 9 OAK TR 18 OAK
TR 16 MAPTR 14 MAP
TR 22 BIRCH
TR 7 MAP
TR 10 MAP
TR 23 LOB PINE
TR 20 LOB PINE
TR 12 OAK
TR 22 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 18 LOB PINE
TR 9 OAK
TR 22 LOB PINE
TR 17 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 8 OAKTR 15 OAK
TR 13 LOB PINE TR 19 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 16 LOB PINE
TR 19 OAK
TR 14 MAPLE
TR 11 LOB PINE
TR 16 LOB PINE
TR 19 LOB PINE
TR 18 LOB PINE
TR 52 BIRCH
TR S16 - 3 18" MAPLE
TR S16 - 2 18" MAPLE
TR - 17 21" MAPLE
TR - 18 24" MAPLE
TR - 7 10" MAPLE
TR - 10 15" OAK
TR S16 - 1 24" OAK
TR S16 - 4 28" MAPLE
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
4' Wire Fence
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
S
5
0
°
3
0
'
4
7
"
W
5
2
7
.
1
4
'
(
T
i
e
)
S83°46'57"E
1
6
4
.
6
9
'
(
T
i
e
)
S23°
1
1
'
2
5
"
E
5
1
6
.
0
3
'
(
T
i
e
)
N39°45'40"W
N
2
5
°
3
9
'
1
0
"
E
1
6
6
.
2
6
'
(
T
i
e
)
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
Mulch Pile
To
p
o
f
B
a
n
k
To
e
o
f
B
a
n
k
M
u
l
c
h
/
D
i
r
t
P
i
l
e
s
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Top o
f
B
a
n
k
Toe of
B
a
n
k
Contamination Area
Scaled from PB 42 PG 346
Stacked
Pine Straw
62544 - Inv. = 18.10'
62544 - Inv. = 17.66'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
Asphalt
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
WN39°34'02"W 521.97'
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
62210 Rim = 18.56'
Inv. In = 14.79'
Inv. Out = 14.66'
N1
2
°
4
3
'
3
0
"
W
1
3
2
.
4
3
'
N1°57'16"W
1
5
6
.
7
2
'
S83°37'31"E
1
8
5
.
1
0
'
S23°
0
8
'
0
4
"
E
4
9
0
.
8
6
'
TC03
TC03
TC03
TC03
TC03
TC03
TC03
TC03
TC03 TC03
TC03
TC03
TC03
TC01
TC03
TC03
TC03
TC01
TC03
TC01
TC03
TC01
TC01
TC01
TC01
TC01
TC01
TC01
TC02
TC04
TC02
TC02
TC04
TC04
TC04
TC02
TC04
TC02
TC02
TC02
TC02
TC02
TC06
TC05
TC05
TC05
TC05
TC05TC01
TC01
TC04
TC04
TC04
TC02
TC02
TC04
TC02
TC04
TC04
TC02
TC02
TC04
TC02TC02
TC02TC04
TC02 TC02
TC02
TC02
TC05
TC05
TC05
TC05
TC05
TC05
TC07
PROPOSED PROPERTY LINE
50' TREE RETENTION
BUFFER FOR
REGULATED TREES
TC03
TC04
TC04
TC04
TC04
TC01
TP
F
TPF
T
P
F
TPF
TPF
TPF
TPF
TP
F
TPF
TPF TPF TPF T
P
F
TPF
TP
F
TP
F
TP
F
TP
F
TPF
TPF TP
F
TP
F
TPF
TPF
TC08
TC08
TC08
IRF 1/2"
@ End of Fence
T
TP
TP
MKF
TTP
W
WELL
SPIGOT
SPIGOT
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
CMF in Manhole
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
4' Wire FenceBusiness Sign
Sign "Speed Limit 45"
4
'
W
i
r
e
F
e
n
c
e
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
IRF - Angle Iron
VU
UG Cable Mark
MB
IRF 5/8"
IRF 1/2"
IPF 1/2"
IRF 3/4"
IPF 1/2"
MB
MB
Grass Median
Grass Median
C
TVP
LS Tim
b
e
r
LS
T
i
m
b
e
r
LS
T
i
m
b
e
r
Wall
Gravel
Dirt
Di
r
t
R
o
a
d
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756
IPF 1/2"1 Story Block Garage
Metal
Carpo
r
t
Wood F
r
a
m
e
Buildin
g
AC
1 Story Brick House
AC
EM
T
TP
TTP
6' Metal Fence
TC
OH
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
IRF - Axle
D
N38°57'42"W
10.34' (Tie)
S50°24'58"W
49.18' (Tie)
EM
MKF
MKG
MKF
WM
65
0
0
9
15
.
8
2
TE
S
T
P
I
T
65
0
1
0
16
.
4
1
TE
S
T
P
I
T
C/L of Neighbors Driveway
Scaled from MB 42 PG 346
DB 3421 PG 641
IPF 1/2"
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
X
X
X
X
X
X
X
XXXXX
X
XXXXXX
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP X
XXX
UC
A
T
V
O
H
P
O
H
P
O
H
P
O
H
P
X
X
X
X
OH
P
OH
P
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV UCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Gr
a
v
e
l
Grav
e
l
Gr
a
v
e
l
Gate
CONCRETE
Beginning
IRF 3/4" - Buried 1.8'
N: 147,608.62'
E: 2,331,803.19'
S
5
0
°
3
0
'
4
7
"
W
3
2
2
.
6
6
'
S87
°
2
1
'
0
9
"
E
2
3
9
.
4
7
'
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 21 LOB PINE
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 10 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 20 LOB PINE
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
TR 9 OAKTR 11 BIRCH
TR 13 MAPLE
TR 13 MAP
TR 12 MAP
TR 16 MAP
TR 13 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 10 MAP
TR 9 MAP
TR 10 MAP
TR 12 WILLOW
TR 14 LOB PINE
TR 22 LOB PINE
TR 30 LOB PINE
TR 14 LOB PINE
TR 9 OAK
TR 10 OAK
TR 10 OAK
TR 15 OAK
TR 16 OAKTR 8 OAK
TR 17 OAKTR 15 OAK
TR 16 LOB PINE
TR 15 OAKTR 8 OAK
TR 10 OAK
TR 13 OAK
TR 16 OAK
TR 18 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 17 LOB PINETR 17 LOB PINE
TR 18 LOB PINE
TR 13 LOB PINE
TR 13 OAK
TR 13 OAK
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 9 OAK TR 18 OAK
TR 16 MAPTR 14 MAP
TR 22 BIRCH
TR 7 MAP
TR 10 MAP
TR 23 LOB PINE
TR 20 LOB PINE
TR 12 OAK
TR 22 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 18 LOB PINE
TR 9 OAK
TR 22 LOB PINE
TR 17 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 8 OAKTR 15 OAK
TR 13 LOB PINE TR 19 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 16 LOB PINE
TR 19 OAK
TR 14 MAPLE
TR 11 LOB PINE
TR 16 LOB PINE
TR 19 LOB PINE
TR 18 LOB PINE
TR 52 BIRCH
TR S16 - 3 18" MAPLE
TR S16 - 2 18" MAPLE
TR - 17 21" MAPLE
TR - 18 24" MAPLE
TR - 7 10" MAPLE
TR - 10 15" OAK
TR S16 - 1 24" OAK
TR S16 - 4 28" MAPLE
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
4' Wire Fence
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
S
5
0
°
3
0
'
4
7
"
W
5
2
7
.
1
4
'
(
T
i
e
)
S83°46'57"E
1
6
4
.
6
9
'
(
T
i
e
)
S23°
1
1
'
2
5
"
E
5
1
6
.
0
3
'
(
T
i
e
)
N39°45'40"W
N
2
5
°
3
9
'
1
0
"
E
1
6
6
.
2
6
'
(
T
i
e
)
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
Mulch Pile
To
p
o
f
B
a
n
k
To
e
o
f
B
a
n
k
M
u
l
c
h
/
D
i
r
t
P
i
l
e
s
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Top o
f
B
a
n
k
Toe of
B
a
n
k
Contamination Area
Scaled from PB 42 PG 346
Stacked
Pine Straw
62544 - Inv. = 18.10'
62544 - Inv. = 17.66'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
Asphalt
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
WN39°34'02"W 521.97'
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
62210 Rim = 18.56'
Inv. In = 14.79'
Inv. Out = 14.66'
N1
2
°
4
3
'
3
0
"
W
1
3
2
.
4
3
'
N1°57'16"W
1
5
6
.
7
2
'
S83°37'31"E
1
8
5
.
1
0
'
S23°
0
8
'
0
4
"
E
4
9
0
.
8
6
'
TC03
TC03
TC03
TC03
TC03
TC03
TC03
TC03
TC03 TC03
TC03
TC03
TC03
TC01
TC03
TC03
TC03
TC01
TC03
TC01
TC03
TC01
TC01
TC01
TC01
TC01
TC01
TC01
TC02
TC04
TC02
TC02
TC04
TC04
TC04
TC02
TC04
TC02
TC02
TC02
TC02
TC02
TC06
TC05
TC05
TC05
TC05
TC05TC01
TC01
TC04
TC04
TC04
TC02
TC02
TC04
TC02
TC04
TC04
TC02
TC02
TC04
TC02TC02
TC02TC04
TC02 TC02
TC02
TC02
TC05
TC05
TC05
TC05
TC05
TC05
TC07
PROPOSED PROPERTY LINE
50' TREE RETENTION
BUFFER FOR
REGULATED TREES
TC03
TC04
TC04
TC04
TC04
TC01
TP
F
TPF
T
P
F
TPF
TPF
TPF
TPF
TP
F
TPF
TPF TPF TPF T
P
F
TPF
TP
F
TP
F
TP
F
TP
F
TPF
TPF TP
F
TP
F
TPF
TPF
TC08
TC08
TC08
IRF 1/2"
@ End of Fence
T
TP
TP
MKF
TTP
W
WELL
SPIGOT
SPIGOT
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
CMF in Manhole
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
4' Wire FenceBusiness Sign
Sign "Speed Limit 45"
4
'
W
i
r
e
F
e
n
c
e
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
IRF - Angle Iron
VU
UG Cable Mark
MB
IRF 5/8"
IRF 1/2"
IPF 1/2"
IRF 3/4"
IPF 1/2"
MB
MB
Grass Median
Grass Median
C
TVP
LS Tim
b
e
r
LS
T
i
m
b
e
r
LS
T
i
m
b
e
r
Wall
Gravel
Dirt
Di
r
t
R
o
a
d
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756
IPF 1/2"1 Story Block Garage
Metal
Carpo
r
t
Wood F
r
a
m
e
Buildin
g
AC
1 Story Brick House
AC
EM
T
TP
TTP
6' Metal Fence
TC
OH
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
IRF - Axle
D
N38°57'42"W
10.34' (Tie)
S50°24'58"W
49.18' (Tie)
EM
MKF
MKG
MKF
WM
65
0
0
9
15
.
8
2
TE
S
T
P
I
T
65
0
1
0
16
.
4
1
TE
S
T
P
I
T
C/L of Neighbors Driveway
Scaled from MB 42 PG 346
DB 3421 PG 641
IPF 1/2"
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
X
X
X
X
X
X
X
XXXXX
X
XXXXXX
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP X
XXX
UC
A
T
V
O
H
P
O
H
P
O
H
P
O
H
P
X
X
X
X
OH
P
OH
P
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV UCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Gr
a
v
e
l
Grav
e
l
Gr
a
v
e
l
Gate
CONCRETE
Beginning
IRF 3/4" - Buried 1.8'
N: 147,608.62'
E: 2,331,803.19'
S
5
0
°
3
0
'
4
7
"
W
3
2
2
.
6
6
'
S87
°
2
1
'
0
9
"
E
2
3
9
.
4
7
'
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 21 LOB PINE
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 10 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 20 LOB PINE
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
TR 9 OAKTR 11 BIRCH
TR 13 MAPLE
TR 13 MAP
TR 12 MAP
TR 16 MAP
TR 13 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 10 MAP
TR 9 MAP
TR 10 MAP
TR 12 WILLOW
TR 14 LOB PINE
TR 22 LOB PINE
TR 30 LOB PINE
TR 14 LOB PINE
TR 9 OAK
TR 10 OAK
TR 10 OAK
TR 15 OAK
TR 16 OAKTR 8 OAK
TR 17 OAKTR 15 OAK
TR 16 LOB PINE
TR 15 OAKTR 8 OAK
TR 10 OAK
TR 13 OAK
TR 16 OAK
TR 18 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 17 LOB PINETR 17 LOB PINE
TR 18 LOB PINE
TR 13 LOB PINE
TR 13 OAK
TR 13 OAK
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 9 OAK TR 18 OAK
TR 16 MAPTR 14 MAP
TR 22 BIRCH
TR 7 MAP
TR 10 MAP
TR 23 LOB PINE
TR 20 LOB PINE
TR 12 OAK
TR 22 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 18 LOB PINE
TR 9 OAK
TR 22 LOB PINE
TR 17 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 8 OAKTR 15 OAK
TR 13 LOB PINE TR 19 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 16 LOB PINE
TR 19 OAK
TR 14 MAPLE
TR 11 LOB PINE
TR 16 LOB PINE
TR 19 LOB PINE
TR 18 LOB PINE
TR 52 BIRCH
TR S16 - 3 18" MAPLE
TR S16 - 2 18" MAPLE
TR - 17 21" MAPLE
TR - 18 24" MAPLE
TR - 7 10" MAPLE
TR - 10 15" OAK
TR S16 - 1 24" OAK
TR S16 - 4 28" MAPLE
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
4' Wire Fence
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
S
5
0
°
3
0
'
4
7
"
W
5
2
7
.
1
4
'
(
T
i
e
)
S83°46'57"E
1
6
4
.
6
9
'
(
T
i
e
)
S23°
1
1
'
2
5
"
E
5
1
6
.
0
3
'
(
T
i
e
)
N39°45'40"W
N
2
5
°
3
9
'
1
0
"
E
1
6
6
.
2
6
'
(
T
i
e
)
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
Mulch Pile
To
p
o
f
B
a
n
k
To
e
o
f
B
a
n
k
M
u
l
c
h
/
D
i
r
t
P
i
l
e
s
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Top o
f
B
a
n
k
Toe of
B
a
n
k
Contamination Area
Scaled from PB 42 PG 346
Stacked
Pine Straw
62544 - Inv. = 18.10'
62544 - Inv. = 17.66'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
Asphalt
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
WN39°34'02"W 521.97'
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
62210 Rim = 18.56'
Inv. In = 14.79'
Inv. Out = 14.66'
N1
2
°
4
3
'
3
0
"
W
1
3
2
.
4
3
'
N1°57'16"W
1
5
6
.
7
2
'
S83°37'31"E
1
8
5
.
1
0
'
S23°
0
8
'
0
4
"
E
4
9
0
.
8
6
'
TC03
TC03
TC03
TC03
TC03
TC03
TC03
TC03
TC03 TC03
TC03
TC03
TC03
TC01
TC03
TC03
TC03
TC01
TC03
TC01
TC03
TC01
TC01
TC01
TC01
TC01
TC01
TC01
TC02
TC04
TC02
TC02
TC04
TC04
TC04
TC02
TC04
TC02
TC02
TC02
TC02
TC02
TC06
TC05
TC05
TC05
TC05
TC05TC01
TC01
TC04
TC04
TC04
TC02
TC02
TC04
TC02
TC04
TC04
TC02
TC02
TC04
TC02TC02
TC02TC04
TC02 TC02
TC02
TC02
TC05
TC05
TC05
TC05
TC05
TC05
TC07
PROPOSED PROPERTY LINE
50' TREE RETENTION
BUFFER FOR
REGULATED TREES
TC03
TC04
TC04
TC04
TC04
TC01
TP
F
TPF
T
P
F
TPF
TPF
TPF
TPF
TP
F
TPF
TPF TPF TPF T
P
F
TPF
TP
F
TP
F
TP
F
TP
F
TPF
TPF TP
F
TP
F
TPF
TPF
TC08
TC08
TC08
TREE CLEARNING KEYNOTES
NUMBER DESCRIPTION
TC01 EXISTING REGULATED TREE WITHIN 50' PROPERTY LINE BUFFER
TO REMAIN.
TC02 EXISTING REGULATED TREE WITHIN 50' PROPERTY LINE BUFFER
TO BE REMOVED.
TC03 EXISTING REGULATED TREE TO REMAIN.
TC04 EXISTING REGULATED TREE TO BE REMOVED.
TC05 EXISTING TREE TO REMAIN.
TC06 EXISTING TREE TO BE REMOVED.
TC07 EXISTING SPECIMEN TREE TO REMAIN.
TC08 TREE PROTECTION FENCING TO BE INSTALLED PRIOR TO TREE
CLEARING
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
1
.
1
-
T
R
E
E
D
E
M
O
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
4
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C1.2
TR
E
E
C
L
E
A
R
I
N
G
P
L
A
N
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
DEMOLITION NOTES
1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND/OR VERIFYING ALL
LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK HAVE BEEN
OBTAINED.
2.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER
AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO
PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION
AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS.
3.EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND
ILLUSTRATIVE NATURE AND DO NOT INCLUDE MECHANICAL, ELECTRICAL AND
MISCELLANEOUS STRUCTURES. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING
CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS
PROJECT. IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE
SIGNIFICANTLY DIFFERENT THAN THOSE SHOW, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY.
4.ALL EXISTING ABOVE AND BELOW GROUND STRUCTURES WITHIN THE LIMITS
OF NEW CONSTRUCTION SHALL BE RAZED UNLESS NOTED OTHERWISE
WITHIN THIS CONSTRUCTION SET, ARCHITECTURAL PLANS, AND/OR PROJECT
SPECIFICATIONS. THIS INCLUDES FOUNDATION SLABS, WALLS, AND
FOOTINGS.
5.ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BE REMOVED BY
THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE
AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT
REQUIREMENTS.
6.ALL UTILITY REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR
ABANDONMENT SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY
COMPANY.
7.THE BURNING OF CLEARED MATERIALS AND DEBRIS SHALL NOT BE ALLOWED
UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL
AUTHORITIES.
8.UTILITY CONTACTS ARE LISTED ON THE COVER SHEET.
9.EROSION AND SEDIMENTATION (E&S) CONTROL MEASURES AROUND AREAS
OF DEMOLITION SHALL BE INSTALLED PRIOR TO INITIATION OF DEMOLITION
ACTIVITIES. REFER TO THE E&S PLAN FOR DETAILS.
10.ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE
REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR.
CONTRACTOR SHALL NOTIFY SHEETZ IMMEDIATELY IF HAZARDOUS
MATERIALS ARE ENCOUNTERED.
11.CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY
CORNERS, AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF
DISTURBED, CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A
LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
12.CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHA
REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND
UTILITIES.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
6
.
0
-
P
L
N
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
4
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C1.3
TR
E
E
C
L
E
A
R
I
N
G
P
L
A
N
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
LEGEND
DOCUMENTED TREES
SIGNIFICANT TREES
SPECIMEN TREES
TO BE REMOVED
TREE TABLE
IRF 1/2"
@ End of Fence
T
TP
TP
MKF
TTP
W
WELL
SPIGOT
SPIGOT
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
CMF in Manhole
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
4' Wire FenceBusiness Sign
Sign "Speed Limit 45"
4
'
W
i
r
e
F
e
n
c
e
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
IRF - Angle Iron
VU
UG Cable Mark
MB
IRF 5/8"
IRF 1/2"
IPF 1/2"
IRF 3/4"
IPF 1/2"
MB
MB
Grass Median
Grass Median
C
TVP
61873
61627
61624
60360
LS Tim
b
e
r
LS
T
i
m
b
e
r
LS
T
i
m
b
e
r
Wall
Gravel
Dirt
Di
r
t
R
o
a
d
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756
IPF 1/2"1 Story Block Garage
Metal
Carpo
r
t
Wood F
r
a
m
e
Buildin
g
AC
1 Story Brick House
AC
EM
T
TP
TTP
6' Metal Fence
TC
OH
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
IRF - Axle
D
N38°57'42"W
10.34' (Tie)
S50°24'58"W
49.18' (Tie)
ICV on 4x4 Post
(Typ.)
EM
MKF
MKG
MKF
WM
65
0
0
9
15
.
8
2
TE
S
T
P
I
T
65
0
1
0
16
.
4
1
TE
S
T
P
I
T
C/L of Neighbors Driveway
Scaled from MB 42 PG 346
DB 3421 PG 641
IPF 1/2"
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
X
X
X
X
X
X
X
XXXXX
X
XXXXXX
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP X
XXX
UC
A
T
V
O
H
P
O
H
P
O
H
P
O
H
P
X
X
X
X
OH
P
OH
P
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV UCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Gr
a
v
e
l
Grav
e
l
Gr
a
v
e
l
Gate
CONCRETE
Beginning
IRF 3/4" - Buried 1.8'
N: 147,608.62'
E: 2,331,803.19'
S
5
0
°
3
0
'
4
7
"
W
3
2
2
.
6
6
'
S87
°
2
1
'
0
9
"
E
2
3
9
.
4
7
'
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 21 LOB PINE
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 10 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 20 LOB PINE
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
TR 9 OAKTR 11 BIRCH
TR 13 MAPLE
TR 13 MAP
TR 12 MAP
TR 16 MAP
TR 13 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 10 MAP
TR 9 MAP
TR 10 MAP
TR 12 WILLOW
TR 14 LOB PINE
TR 22 LOB PINE
TR 30 LOB PINE
TR 14 LOB PINE
TR 9 OAK
TR 10 OAK
TR 10 OAK
TR 15 OAK
TR 16 OAKTR 8 OAK
TR 17 OAKTR 15 OAK
TR 16 LOB PINE
TR 15 OAKTR 8 OAK
TR 10 OAK
TR 13 OAK
TR 16 OAK
TR 18 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 17 LOB PINETR 17 LOB PINE
TR 18 LOB PINE
TR 13 LOB PINE
TR 13 OAK
TR 13 OAK
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 9 OAK TR 18 OAK
TR 16 MAPTR 14 MAP
TR 22 BIRCH
TR 7 MAP
TR 10 MAP
TR 23 LOB PINE
TR 20 LOB PINE
TR 12 OAK
TR 22 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 18 LOB PINE
TR 9 OAK
TR 22 LOB PINE
TR 17 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 8 OAKTR 15 OAK
TR 13 LOB PINE TR 19 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 16 LOB PINE
TR 19 OAK
TR 14 MAPLE
TR 11 LOB PINE
TR 16 LOB PINE
TR 19 LOB PINE
TR 18 LOB PINE
TR 52 BIRCH
TR S16 - 3 18" MAPLE
TR S16 - 2 18" MAPLE
TR - 17 21" MAPLE
TR - 18 24" MAPLE
TR - 7 10" MAPLE
TR - 10 15" OAK
TR S16 - 1 24" OAK
TR S16 - 4 28" MAPLE
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'Inv. = 9.31'
62612 - Inv. = 10.35'
60263 - Inv. = 12.33'
FES - Inv. = 18.96'
FES - Inv. = 1873'
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
4' Wire Fence
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
S
5
0
°
3
0
'
4
7
"
W
5
2
7
.
1
4
'
(
T
i
e
)
S83°46'57"E
1
6
4
.
6
9
'
(
T
i
e
)
S23°
1
1
'
2
5
"
E
5
1
6
.
0
3
'
(
T
i
e
)
N39°45'40"W
N
2
5
°
3
9
'
1
0
"
E
1
6
6
.
2
6
'
(
T
i
e
)
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
Mulch Pile
To
p
o
f
B
a
n
k
To
e
o
f
B
a
n
k
M
u
l
c
h
/
D
i
r
t
P
i
l
e
s
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Top o
f
B
a
n
k
Toe of
B
a
n
k
Contamination Area
Scaled from PB 42 PG 346
Stacked
Pine Straw
62544 - Inv. = 18.10'
62544 - Inv. = 17.66'
60394-Storm Inlet
Rim Elev. = 19.83'
Inv. (NW) = 11.19'
Inv. (SE) = 11.02'
Inv. (SW) = 10.96'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
60359-Drainage Manhole
Rim Elev. = 20.25'
Inv. (B.O.B) = 11.38'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
Asphalt
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
WN39°34'02"W 521.97'
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
62210 Rim = 18.56'
Inv. In = 14.79'
Inv. Out = 14.66'
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
N1
2
°
4
3
'
3
0
"
W
1
3
2
.
4
3
'
N1°57'16"W
1
5
6
.
7
2
'
S83°37'31"E
1
8
5
.
1
0
'
S23°
0
8
'
0
4
"
E
4
9
0
.
8
6
'
ZD01
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
SHZ-D02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02ZD02
ZD02
ZD01
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD01
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD02
ZD04
ZD02 ZD01
ZD01
ZD01
ZD01
ZD02
ZD08
ZD02
ZD02
ZD01 ZD03ZD02
ZD02
ZD02
ZD01
ZD06
ZD03 ZD03
IRF 1/2"
@ End of Fence
T
TP
TP
MKF
TTP
W
WELL
SPIGOT
SPIGOT
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
CMF in Manhole
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
4' Wire FenceBusiness Sign
Sign "Speed Limit 45"
4
'
W
i
r
e
F
e
n
c
e
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
IRF - Angle Iron
VU
UG Cable Mark
MB
IRF 5/8"
IRF 1/2"
IPF 1/2"
IRF 3/4"
IPF 1/2"
MB
MB
Grass Median
Grass Median
C
TVP
61873
61627
61624
60360
LS Tim
b
e
r
LS
T
i
m
b
e
r
LS
T
i
m
b
e
r
Wall
Gravel
Dirt
Di
r
t
R
o
a
d
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756
IPF 1/2"1 Story Block Garage
Metal
Carpo
r
t
Wood F
r
a
m
e
Buildin
g
AC
1 Story Brick House
AC
EM
T
TP
TTP
6' Metal Fence
TC
OH
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
IRF - Axle
D
N38°57'42"W
10.34' (Tie)
S50°24'58"W
49.18' (Tie)
ICV on 4x4 Post
(Typ.)
EM
MKF
MKG
MKF
WM
65
0
0
9
15
.
8
2
TE
S
T
P
I
T
65
0
1
0
16
.
4
1
TE
S
T
P
I
T
C/L of Neighbors Driveway
Scaled from MB 42 PG 346
DB 3421 PG 641
IPF 1/2"
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
X
X
X
X
X
X
X
XXXXX
X
XXXXXX
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP X
XXX
UC
A
T
V
O
H
P
O
H
P
O
H
P
O
H
P
X
X
X
X
OH
P
OH
P
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV UCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Gr
a
v
e
l
Grav
e
l
Gr
a
v
e
l
Gate
CONCRETE
Beginning
IRF 3/4" - Buried 1.8'
N: 147,608.62'
E: 2,331,803.19'
S
5
0
°
3
0
'
4
7
"
W
3
2
2
.
6
6
'
S87
°
2
1
'
0
9
"
E
2
3
9
.
4
7
'
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 21 LOB PINE
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 10 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 20 LOB PINE
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
TR 9 OAKTR 11 BIRCH
TR 13 MAPLE
TR 13 MAP
TR 12 MAP
TR 16 MAP
TR 13 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 10 MAP
TR 9 MAP
TR 10 MAP
TR 12 WILLOW
TR 14 LOB PINE
TR 22 LOB PINE
TR 30 LOB PINE
TR 14 LOB PINE
TR 9 OAK
TR 10 OAK
TR 10 OAK
TR 15 OAK
TR 16 OAKTR 8 OAK
TR 17 OAKTR 15 OAK
TR 16 LOB PINE
TR 15 OAKTR 8 OAK
TR 10 OAK
TR 13 OAK
TR 16 OAK
TR 18 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 17 LOB PINETR 17 LOB PINE
TR 18 LOB PINE
TR 13 LOB PINE
TR 13 OAK
TR 13 OAK
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 9 OAK TR 18 OAK
TR 16 MAPTR 14 MAP
TR 22 BIRCH
TR 7 MAP
TR 10 MAP
TR 23 LOB PINE
TR 20 LOB PINE
TR 12 OAK
TR 22 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 18 LOB PINE
TR 9 OAK
TR 22 LOB PINE
TR 17 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 8 OAKTR 15 OAK
TR 13 LOB PINE TR 19 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 16 LOB PINE
TR 19 OAK
TR 14 MAPLE
TR 11 LOB PINE
TR 16 LOB PINE
TR 19 LOB PINE
TR 18 LOB PINE
TR 52 BIRCH
TR S16 - 3 18" MAPLE
TR S16 - 2 18" MAPLE
TR - 17 21" MAPLE
TR - 18 24" MAPLE
TR - 7 10" MAPLE
TR - 10 15" OAK
TR S16 - 1 24" OAK
TR S16 - 4 28" MAPLE
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'Inv. = 9.31'
62612 - Inv. = 10.35'
60263 - Inv. = 12.33'
FES - Inv. = 18.96'
FES - Inv. = 1873'
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
4' Wire Fence
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
S
5
0
°
3
0
'
4
7
"
W
5
2
7
.
1
4
'
(
T
i
e
)
S83°46'57"E
1
6
4
.
6
9
'
(
T
i
e
)
S23°
1
1
'
2
5
"
E
5
1
6
.
0
3
'
(
T
i
e
)
N39°45'40"W
N
2
5
°
3
9
'
1
0
"
E
1
6
6
.
2
6
'
(
T
i
e
)
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
Mulch Pile
To
p
o
f
B
a
n
k
To
e
o
f
B
a
n
k
M
u
l
c
h
/
D
i
r
t
P
i
l
e
s
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Top o
f
B
a
n
k
Toe of
B
a
n
k
Contamination Area
Scaled from PB 42 PG 346
Stacked
Pine Straw
62544 - Inv. = 18.10'
62544 - Inv. = 17.66'
60394-Storm Inlet
Rim Elev. = 19.83'
Inv. (NW) = 11.19'
Inv. (SE) = 11.02'
Inv. (SW) = 10.96'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
60359-Drainage Manhole
Rim Elev. = 20.25'
Inv. (B.O.B) = 11.38'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
Asphalt
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
WN39°34'02"W 521.97'
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
62210 Rim = 18.56'
Inv. In = 14.79'
Inv. Out = 14.66'
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
N1
2
°
4
3
'
3
0
"
W
1
3
2
.
4
3
'
N1°57'16"W
1
5
6
.
7
2
'
S83°37'31"E
1
8
5
.
1
0
'
S23°
0
8
'
0
4
"
E
4
9
0
.
8
6
'
ZD01
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
SHZ-D02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02ZD02
ZD02
ZD01
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD01
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD02
ZD04
ZD02 ZD01
ZD01
ZD01
ZD01
ZD02
ZD08
ZD02
ZD02
ZD01 ZD03ZD02
ZD02
ZD02
ZD01
ZD06
ZD03 ZD03
IRF 1/2"
@ End of Fence
T
TP
TP
MKF
TTP
W
WELL
SPIGOT
SPIGOT
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
CMF in Manhole
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
4' Wire FenceBusiness Sign
Sign "Speed Limit 45"
4
'
W
i
r
e
F
e
n
c
e
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
IRF - Angle Iron
VU
UG Cable Mark
MB
IRF 5/8"
IRF 1/2"
IPF 1/2"
IRF 3/4"
IPF 1/2"
MB
MB
Grass Median
Grass Median
C
TVP
61873
61627
61624
60360
LS Tim
b
e
r
LS
T
i
m
b
e
r
LS
T
i
m
b
e
r
Wall
Gravel
Dirt
Di
r
t
R
o
a
d
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756
IPF 1/2"1 Story Block Garage
Metal
Carpo
r
t
Wood F
r
a
m
e
Buildin
g
AC
1 Story Brick House
AC
EM
T
TP
TTP
6' Metal Fence
TC
OH
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
IRF - Axle
D
N38°57'42"W
10.34' (Tie)
S50°24'58"W
49.18' (Tie)
ICV on 4x4 Post
(Typ.)
EM
MKF
MKG
MKF
WM
65
0
0
9
15
.
8
2
TE
S
T
P
I
T
65
0
1
0
16
.
4
1
TE
S
T
P
I
T
C/L of Neighbors Driveway
Scaled from MB 42 PG 346
DB 3421 PG 641
IPF 1/2"
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
X
X
X
X
X
X
X
XXXXX
X
XXXXXX
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP X
XXX
UC
A
T
V
O
H
P
O
H
P
O
H
P
O
H
P
X
X
X
X
OH
P
OH
P
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV UCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Gr
a
v
e
l
Grav
e
l
Gr
a
v
e
l
Gate
CONCRETE
Beginning
IRF 3/4" - Buried 1.8'
N: 147,608.62'
E: 2,331,803.19'
S
5
0
°
3
0
'
4
7
"
W
3
2
2
.
6
6
'
S87
°
2
1
'
0
9
"
E
2
3
9
.
4
7
'
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 21 LOB PINE
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 10 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 20 LOB PINE
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
TR 9 OAKTR 11 BIRCH
TR 13 MAPLE
TR 13 MAP
TR 12 MAP
TR 16 MAP
TR 13 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 10 MAP
TR 9 MAP
TR 10 MAP
TR 12 WILLOW
TR 14 LOB PINE
TR 22 LOB PINE
TR 30 LOB PINE
TR 14 LOB PINE
TR 9 OAK
TR 10 OAK
TR 10 OAK
TR 15 OAK
TR 16 OAKTR 8 OAK
TR 17 OAKTR 15 OAK
TR 16 LOB PINE
TR 15 OAKTR 8 OAK
TR 10 OAK
TR 13 OAK
TR 16 OAK
TR 18 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 17 LOB PINETR 17 LOB PINE
TR 18 LOB PINE
TR 13 LOB PINE
TR 13 OAK
TR 13 OAK
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 9 OAK TR 18 OAK
TR 16 MAPTR 14 MAP
TR 22 BIRCH
TR 7 MAP
TR 10 MAP
TR 23 LOB PINE
TR 20 LOB PINE
TR 12 OAK
TR 22 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 18 LOB PINE
TR 9 OAK
TR 22 LOB PINE
TR 17 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 8 OAKTR 15 OAK
TR 13 LOB PINE TR 19 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 16 LOB PINE
TR 19 OAK
TR 14 MAPLE
TR 11 LOB PINE
TR 16 LOB PINE
TR 19 LOB PINE
TR 18 LOB PINE
TR 52 BIRCH
TR S16 - 3 18" MAPLE
TR S16 - 2 18" MAPLE
TR - 17 21" MAPLE
TR - 18 24" MAPLE
TR - 7 10" MAPLE
TR - 10 15" OAK
TR S16 - 1 24" OAK
TR S16 - 4 28" MAPLE
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'Inv. = 9.31'
62612 - Inv. = 10.35'
60263 - Inv. = 12.33'
FES - Inv. = 18.96'
FES - Inv. = 1873'
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
4' Wire Fence
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
S
5
0
°
3
0
'
4
7
"
W
5
2
7
.
1
4
'
(
T
i
e
)
S83°46'57"E
1
6
4
.
6
9
'
(
T
i
e
)
S23°
1
1
'
2
5
"
E
5
1
6
.
0
3
'
(
T
i
e
)
N39°45'40"W
N
2
5
°
3
9
'
1
0
"
E
1
6
6
.
2
6
'
(
T
i
e
)
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
Mulch Pile
To
p
o
f
B
a
n
k
To
e
o
f
B
a
n
k
M
u
l
c
h
/
D
i
r
t
P
i
l
e
s
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Top o
f
B
a
n
k
Toe of
B
a
n
k
Contamination Area
Scaled from PB 42 PG 346
Stacked
Pine Straw
62544 - Inv. = 18.10'
62544 - Inv. = 17.66'
60394-Storm Inlet
Rim Elev. = 19.83'
Inv. (NW) = 11.19'
Inv. (SE) = 11.02'
Inv. (SW) = 10.96'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
60359-Drainage Manhole
Rim Elev. = 20.25'
Inv. (B.O.B) = 11.38'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
Asphalt
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
WN39°34'02"W 521.97'
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
62210 Rim = 18.56'
Inv. In = 14.79'
Inv. Out = 14.66'
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
N1
2
°
4
3
'
3
0
"
W
1
3
2
.
4
3
'
N1°57'16"W
1
5
6
.
7
2
'
S83°37'31"E
1
8
5
.
1
0
'
S23°
0
8
'
0
4
"
E
4
9
0
.
8
6
'
ZD01
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
SHZ-D02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02ZD02
ZD02
ZD01
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD01
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD02
ZD04
ZD02 ZD01
ZD01
ZD01
ZD01
ZD02
ZD08
ZD02
ZD02
ZD01 ZD03ZD02
ZD02
ZD02
ZD01
ZD06
ZD03 ZD03
IRF 1/2"
@ End of Fence
T
TP
TP
MKF
TTP
W
WELL
SPIGOT
SPIGOT
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
CMF in Manhole
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
4' Wire FenceBusiness Sign
Sign "Speed Limit 45"
4
'
W
i
r
e
F
e
n
c
e
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
IRF - Angle Iron
VU
UG Cable Mark
MB
IRF 5/8"
IRF 1/2"
IPF 1/2"
IRF 3/4"
IPF 1/2"
MB
MB
Grass Median
Grass Median
C
TVP
61873
61627
61624
60360
LS Tim
b
e
r
LS
T
i
m
b
e
r
LS
T
i
m
b
e
r
Wall
Gravel
Dirt
Di
r
t
R
o
a
d
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756
IPF 1/2"1 Story Block Garage
Metal
Carpo
r
t
Wood F
r
a
m
e
Buildin
g
AC
1 Story Brick House
AC
EM
T
TP
TTP
6' Metal Fence
TC
OH
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
IRF - Axle
D
N38°57'42"W
10.34' (Tie)
S50°24'58"W
49.18' (Tie)
ICV on 4x4 Post
(Typ.)
EM
MKF
MKG
MKF
WM
65
0
0
9
15
.
8
2
TE
S
T
P
I
T
65
0
1
0
16
.
4
1
TE
S
T
P
I
T
C/L of Neighbors Driveway
Scaled from MB 42 PG 346
DB 3421 PG 641
IPF 1/2"
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
X
X
X
X
X
X
X
XXXXX
X
XXXXXX
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP X
XXX
UC
A
T
V
O
H
P
O
H
P
O
H
P
O
H
P
X
X
X
X
OH
P
OH
P
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV UCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Gr
a
v
e
l
Grav
e
l
Gr
a
v
e
l
Gate
CONCRETE
Beginning
IRF 3/4" - Buried 1.8'
N: 147,608.62'
E: 2,331,803.19'
S
5
0
°
3
0
'
4
7
"
W
3
2
2
.
6
6
'
S87
°
2
1
'
0
9
"
E
2
3
9
.
4
7
'
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 21 LOB PINE
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 10 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 20 LOB PINE
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
TR 9 OAKTR 11 BIRCH
TR 13 MAPLE
TR 13 MAP
TR 12 MAP
TR 16 MAP
TR 13 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 10 MAP
TR 9 MAP
TR 10 MAP
TR 12 WILLOW
TR 14 LOB PINE
TR 22 LOB PINE
TR 30 LOB PINE
TR 14 LOB PINE
TR 9 OAK
TR 10 OAK
TR 10 OAK
TR 15 OAK
TR 16 OAKTR 8 OAK
TR 17 OAKTR 15 OAK
TR 16 LOB PINE
TR 15 OAKTR 8 OAK
TR 10 OAK
TR 13 OAK
TR 16 OAK
TR 18 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 17 LOB PINETR 17 LOB PINE
TR 18 LOB PINE
TR 13 LOB PINE
TR 13 OAK
TR 13 OAK
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 9 OAK TR 18 OAK
TR 16 MAPTR 14 MAP
TR 22 BIRCH
TR 7 MAP
TR 10 MAP
TR 23 LOB PINE
TR 20 LOB PINE
TR 12 OAK
TR 22 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR 19 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 18 LOB PINE
TR 9 OAK
TR 22 LOB PINE
TR 17 LOB PINE
TR 14 LOB PINE
TR 16 LOB PINE
TR 14 LOB PINE
TR 8 OAKTR 15 OAK
TR 13 LOB PINE TR 19 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 16 LOB PINE
TR 19 OAK
TR 14 MAPLE
TR 11 LOB PINE
TR 16 LOB PINE
TR 19 LOB PINE
TR 18 LOB PINE
TR 52 BIRCH
TR S16 - 3 18" MAPLE
TR S16 - 2 18" MAPLE
TR - 17 21" MAPLE
TR - 18 24" MAPLE
TR - 7 10" MAPLE
TR - 10 15" OAK
TR S16 - 1 24" OAK
TR S16 - 4 28" MAPLE
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'Inv. = 9.31'
62612 - Inv. = 10.35'
60263 - Inv. = 12.33'
FES - Inv. = 18.96'
FES - Inv. = 1873'
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
4' Wire Fence
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
S
5
0
°
3
0
'
4
7
"
W
5
2
7
.
1
4
'
(
T
i
e
)
S83°46'57"E
1
6
4
.
6
9
'
(
T
i
e
)
S23°
1
1
'
2
5
"
E
5
1
6
.
0
3
'
(
T
i
e
)
N39°45'40"W
N
2
5
°
3
9
'
1
0
"
E
1
6
6
.
2
6
'
(
T
i
e
)
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
Mulch Pile
To
p
o
f
B
a
n
k
To
e
o
f
B
a
n
k
M
u
l
c
h
/
D
i
r
t
P
i
l
e
s
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Top o
f
B
a
n
k
Toe of
B
a
n
k
Contamination Area
Scaled from PB 42 PG 346
Stacked
Pine Straw
62544 - Inv. = 18.10'
62544 - Inv. = 17.66'
60394-Storm Inlet
Rim Elev. = 19.83'
Inv. (NW) = 11.19'
Inv. (SE) = 11.02'
Inv. (SW) = 10.96'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
60359-Drainage Manhole
Rim Elev. = 20.25'
Inv. (B.O.B) = 11.38'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
Asphalt
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
WN39°34'02"W 521.97'
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
62210 Rim = 18.56'
Inv. In = 14.79'
Inv. Out = 14.66'
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
N1
2
°
4
3
'
3
0
"
W
1
3
2
.
4
3
'
N1°57'16"W
1
5
6
.
7
2
'
S83°37'31"E
1
8
5
.
1
0
'
S23°
0
8
'
0
4
"
E
4
9
0
.
8
6
'
ZD01
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
SHZ-D02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02ZD02
ZD02
ZD01
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD01
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD01
ZD02
ZD04
ZD02 ZD01
ZD01
ZD01
ZD01
ZD02
ZD08
ZD02
ZD02
ZD01 ZD03ZD02
ZD02
ZD02
ZD01
ZD06
ZD03 ZD03
SHEETZ DEMOLITION PLAN KEYNOTES
NUMBER DESCRIPTION
ZD01
EXISTING FEATURE TO REMAIN. ABANDON UTILITY SERVICES
PER LOCAL REQUIREMENTS. REMOVE AND/OR CAP
PETROLEUM PIPING AS REQUIRED.
ZD02
REMOVE EXISTING FEATURE IN ACCORDANCE WITH ALL
LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR
TO COORDINATE AS NEEDED WITH LOCAL MUNICIPALITY,
INSPECTORS, AND/OR UTILITY COMPANIES.
ZD03
RELOCATE AND/OR MODIFY EXISTING FEATURE TO REMAIN IN
SERVICE IN ACCORDANCE WITH ALL LOCAL, STATE, AND
FEDERAL REGULATIONS. CONTRACTOR TO COORDINATE AS
NEEDED WITH LOCAL MUNICIPALITY, INSPECTORS, AND/OR
UTILITY COMPANIES.
ZD04
EXISTING JURISDICTIONAL STREAM TO BE REMOVED ONLY
AFTER IMPACT IS FULLY PERMITTED. PERMITS ARE
CURRENTLY IN PROCESS.
ZD05 LIMITS OF DISTURBANCE.
ZD06 EXISTING WELL; ABANDON PER 15A NCAC 02C .0113
ZD08
APPROXIMATE AREA OF EXISTING ACTIVE MONITORING WELL
TO REMAIN. NOTIFY SHEETZ AND ENGINEER IMMEDIATELY IF
WELL IS DISTURBED.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
1
.
2
-
D
E
M
O
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
5
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C1.4
DE
M
O
L
I
T
I
O
N
P
L
A
N
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002C1
.
4
IN
S
E
T
A
MA
T
C
H
L
I
N
E
C
1
.
5
C1
.
5
IN
S
E
T
B
MA
T
C
H
L
I
N
E
C
1
.
4
DEMOLITION NOTES
1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND/OR VERIFYING ALL
LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK HAVE BEEN
OBTAINED.
2.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER
AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO
PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION
AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS.
3.EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND
ILLUSTRATIVE NATURE AND DO NOT INCLUDE MECHANICAL, ELECTRICAL AND
MISCELLANEOUS STRUCTURES. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING
CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS
PROJECT. IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE
SIGNIFICANTLY DIFFERENT THAN THOSE SHOW, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY.
4.ALL EXISTING ABOVE AND BELOW GROUND STRUCTURES WITHIN THE LIMITS
OF NEW CONSTRUCTION SHALL BE RAZED UNLESS NOTED OTHERWISE
WITHIN THIS CONSTRUCTION SET, ARCHITECTURAL PLANS, AND/OR PROJECT
SPECIFICATIONS. THIS INCLUDES FOUNDATION SLABS, WALLS, AND
FOOTINGS.
5.ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BE REMOVED BY
THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE
AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT
REQUIREMENTS.
6.ALL UTILITY REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR
ABANDONMENT SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY
COMPANY.
7.THE BURNING OF CLEARED MATERIALS AND DEBRIS SHALL NOT BE ALLOWED
UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL
AUTHORITIES.
8.UTILITY CONTACTS ARE LISTED ON SHEET C0.0.
9.EROSION AND SEDIMENTATION (E&S) CONTROL MEASURES AROUND AREAS
OF DEMOLITION SHALL BE INSTALLED PRIOR TO INITIATION OF DEMOLITION
ACTIVITIES. REFER TO THE E&S PLAN FOR DETAILS.
10.ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE
REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR.
CONTRACTOR SHALL NOTIFY SHEETZ IMMEDIATELY IF HAZARDOUS
MATERIALS ARE ENCOUNTERED.
11.CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY
CORNERS, AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF
DISTURBED, CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A
LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
12.CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHA
REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND
UTILITIES.
NOTE TO CONTRACTOR:
1.IF A SEPTIC TANK IS ENCOUNTERED DURING
DEMOLITION, THEN IT SHALL BE PUMPED, CRUSHED,
AND FILLED.
NOTE:
NO WETLANDS ARE PRESENT ON SITE
T
TP
T
TP
TTP
MKF
TTP
Sign "Do Not Enter"
4' Wire FenceBusiness Sign
Sign "Speed Limit 45"
6' W
i
r
e
F
e
n
c
e
UG Cable Mark
MB
IRF 5/8"
MB
Grass MedianConc. Median
Conc. MedianConc. Median
61627
61624
61532
6149061475
LS Tim
b
e
r
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
NSA Property Holdings, LLC
PARID: R07100-003-018-000
MAPID: 313405.18.5544.000
DB 6178 PG 2823
Tract B - MB 49 PG 272
IPF 1/2"WM
MK
F
MKF
End of Signal
Bus Stop SignHighway 421
Sign
G G G
Electronic
Billboard Sign
UGP
UG Cable Mark
WM
WM
WM
HOTBOXHOTBOXHOTBOX
Sign "Reserved
Parking"
HOTBOX HOTBOX
WM
Sign "One Way"
Ga
t
e
C
o
d
e
p
a
n
e
l
8'' S
A
N
8'' SAN8'' SAN8'' SAN
CO
4" PVC
TTP
CTV
P
TTP
F
I
B
E
R
O
P
T
SSMH
Rim Elev. = 21.80'
Inv. In = 17.95'
Inv. Out = 17.09'
S
Lagomarager Holdings, LLC
PARID: R07100-003-382-003
MAPID: 313405.18.2550.003
DB 5300 PG 784
Condo Book 16 PG 294
Road Name Sign
C/L of Neighbors Driveway
Scaled from MB 42 PG 346
DB 3421 PG 641
UGTUGTUGT
UGTUGTUGT
UGTUGTUGT
UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGT
UGT
UGT
UCATVUCATVUCATVUCATVUCATVUCATV
UCATV
UCATV
UCATV
UG
TUGTUGTUGT
G
G
X
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP X
XXX
GGGGGGGGGG
UCATVUCATV
UCATVUCATVUCATVUCATVUCATVUCATV
UCATVUCATV
UCATVUCATVUCATVUCATVUCATVUCATV
UGTUGTUGTUGTUGTUGT
UFO UFO UFO
UG
PUGPUC
A
T
V
UCATV
UCATV UCATV
UCATV UCATV
UCATV
UGT
UGT
UGT
UGT UCATVUCATVUCATV
UGTUGTUGTUGT
UCATVUCATVUCATV
UGT UGT
UFO UFO
G
UGP
UG
P
UCA
T
V
UG
TUF
OUGP
OH
U
OH
U
OH
P
X
UGP
UGP
UGP
UGP
G G
X
X
X
X
X
X
Gr
a
v
e
l
Gate
S87
°
2
1
'
0
9
"
E
2
3
9
.
4
7
'
TR
8
""
""
"
"
"
""
""
PA
L
M
"
PA
L
M
"
PA
L
M
"
PA
L
M
"
TR 19 LOB PINE
TR 12 LOB PINE
TR 17 LOB PINETR 17 LOB PINE
TR 18 LOB PINE
TR 13 LOB PINE
TR 13 OAK
TR 13 OAK
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 9 OAK TR 18 OAK
Storm Inlet
Rim Elev. = 21.68'
Inv. Out = 18.69'
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'
Storm Inlet
Rim Elev. = 21.50'
Inv. Out = 18.58'
Storm Inlet
Rim Elev. = 21.06'
Inv. In = 16.96'
Inv. Out = 16.66'
Storm Inlet
Rim Elev. = 21.74'
Inv. In = 17.58'
Inv. Out = 17.49'
FES - Inv. = 18.96'
FES - Inv. = 18.88'
FES - Inv. = 1873'
4' Wire Fence
19
2
0
1918
19
20
21
20
21
20
62544 - Inv. = 18.10'
62544 - Inv. = 17.66'
18" RCP
1
8
"
R
C
P
18" RCP
18
"
R
C
P
1
8
"
R
C
P
18" RCP
18" RCP18" RCP18" RCP18" RCP
18" RCP
18
"
R
C
P
15" RC
P
22
22
23
23
22
22
2422
22 21
20 21 19
WWWWWWWWWWWWWW
EXISTING 25'
PUBLIC UTILITY EASEMENT
DB 3966 PG 169
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
62210 Rim = 18.56'
Inv. In = 14.79'
Inv. Out = 14.66'
Rim = 20.39'
Inv. In = 16.84'
Inv. Out = 16.81'
Rim = 21.10'
Inv. Out = 17.88'
Rim = 21.40'
Inv. In = 16.65'
Inv. Out = 16.65'
Rim = 21.23'
Inv. In = 16.58'
Inv. Out = 16.48'
Rim = 21.03'
Inv. In (61624)= 16.53'
Inv. In (61532) = 16.23'
Inv. Out = 16.16'
1
8
"
R
C
P
Rim = 21.34'
Inv. Out = 17.64'
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD01 ZD02
ZD03
10'' W10'' W10'' W10'' W
UG Cable Mark
UG Cable Mark
EM
CMF IPF 1"
Gate
4
'
W
i
r
e
F
e
n
c
e
TC
TC
TC
Road Name Sign
OHU
OHU
OHU
VU
VU
C
TVP
T
TP IRF
Bolt & Washer
Grass Median
Grass MedianConc.
8'' SAN8'' SAN
SSMH
Rim Elev. = 18.57'
Inv. In = 14.00'
S
Yield Sign
Yield Line
Conc.
Asphalt
S PVC
61873
Frank Devenero
& Nick Devenero
PARID: R07100-003-025-000
MAPID: 313405.27.1684.000
DB 1790 PG 435
Sign "Do Not
Enter"
T
TP
TTP
6' Metal Fence
TC
TC
O
H
U
OH
U
OH
U
O
H
U
O
H
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8'' W8'' W8'' W8'' W
8''
W
8'' W
D
EMMKF
MKG
MKF
65
0
0
9
15
.
8
2
TE
S
T
P
I
T
65
0
1
0
16
.
4
1
TE
S
T
P
I
T
Road Name Sign
D
CTV
P
TTP
MK
F
C
TVP
T
TP
MB
MB
MBSign "Do Not Enter"
GV
Sign "Wrong Way"School Sign
Sign "Reserved Parking"
Info. Sign
Storm Inlet
Rim Elev. = 17.03'
Inv. Out = 14.33'
Terra Nova of Wilmington, LLC
PARID: R07100-003-026-000
MAPID: 313405.27.3584.000
DB 2687 PG 695 Barbara Jordan
PARID: R07100-003-027-000
MAPID: 313409.27.2293.000
DB 20E PG 1558
UC
A
T
V
UGTUGTUGT
UCATVUCATV
UCATV UCATV
UGT
UGT UGT UCATV
U
C
A
T
V
UGT UGT UGT UGTUGT
UG
T
UFOUGP
UFO
O
H
U
X
XXXXX
OHU OHU OHU OHU OHU OHU OHUOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP
O
H
P
O
H
P
O
H
P
O
H
P
X
UCATVUCATVUCATVUCATVUCATVUCATV
UG
P
UGTUGTUGT
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGG
UCATVUCATVUCATV
X X X
OHP
OHP
OHPOHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OH
P
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATV
UGTUGTUGTUGT
UGT
UGTUGT
X X
OHPOHP
OH
P
O
H
P
O
H
P
O
H
P
OH
P
OH
P
IPF
IPF
Beginning
IRF 3/4" - Buried 1.8'
N: 147,608.62'
E: 2,331,803.19'
IPF 1/2"
(2' AG)
TRD
TR 24 LOB PINE
TR 21 LOB PINE
3IN
"
M
U
L
T
I
3IN
"
M
U
L
T
I
4IN
"
M
U
L
T
I
TR 9 OAKTR 11 BIRCH
TR 13 MAPLE
TR 13 MAP
TR 52 BIRCH
Inv. = 9.31'
62612 - Inv. = 10.35'
61101 - Inv. = 16.86'
18" RCP
Inv. = 16.11'
18" RCP
Inv. = 16.76'
18" RCP
Inv. = 16.36'
18" RCP
Inv. = 15.89'
12" CPP
Inv. = 15.82'
18" RCP - FES
Inv. = 15.97'
18" RCP
Inv. = 15.69'
Brick Sign "The Lakes"
w/ Post Lights N41°08'16"W
117.67' (Tie)
N39°45'40"W
123.38' (Tie)
S40°30'27"E
82.42' (Tie)
S39°43'13"E 225.20' (Tie)
N40°28'20"W
159.31' (Tie)
N
2
5
°
3
9
'
1
0
"
E
1
6
6
.
2
6
'
(
T
i
e
)
N39°58'18"W
109.68'
N39°06'50"W 207.52'
18
20
15
18" RCP
18" RCP Possible Junction
M
u
l
c
h
/
D
i
r
t
P
i
l
e
s
61068-Storm Inlet
Rim Elev. = 19.06'
Inv. In (from 61101) = 16.43'
Inv. Out (to 61055) = 16.41'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
48
"
R
C
P
18" RCP18" RCP
15" RCP
16
2
0
19
19
20
19
18 18
19
18
19
18
16
18
16
18
20
1919
1618
19
19
19
19
20
20
15
12
1919
19
W
WWW
8''
W
8''
W
8''
W
W
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
ZD02ZD02
ZD02
ZD02
ZD01
ZD01
ZD01
ZD01
ZD01
ZD02 ZD01
ZD01
ZD02
ZD02ZD01 ZD02 ZD01
ZD02
ZD02
ZD02
ZD02
ZD01
ZD03
SHEETZ DEMOLITION PLAN KEYNOTES
NUMBER DESCRIPTION
ZD01
EXISTING FEATURE TO REMAIN. ABANDON UTILITY SERVICES
PER LOCAL REQUIREMENTS. REMOVE AND/OR CAP
PETROLEUM PIPING AS REQUIRED.
ZD02
REMOVE EXISTING FEATURE IN ACCORDANCE WITH ALL
LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR
TO COORDINATE AS NEEDED WITH LOCAL MUNICIPALITY,
INSPECTORS, AND/OR UTILITY COMPANIES.
ZD03
RELOCATE AND/OR MODIFY EXISTING FEATURE TO REMAIN IN
SERVICE IN ACCORDANCE WITH ALL LOCAL, STATE, AND
FEDERAL REGULATIONS. CONTRACTOR TO COORDINATE AS
NEEDED WITH LOCAL MUNICIPALITY, INSPECTORS, AND/OR
UTILITY COMPANIES.
ZD04
EXISTING JURISDICTIONAL STREAM TO BE REMOVED ONLY
AFTER IMPACT IS FULLY PERMITTED. PERMITS ARE
CURRENTLY IN PROCESS.
ZD05 LIMITS OF DISTURBANCE.
ZD06 EXISTING WELL; ABANDON PER 15A NCAC 02C .0113
ZD08
APPROXIMATE AREA OF EXISTING ACTIVE MONITORING WELL
TO REMAIN. NOTIFY SHEETZ AND ENGINEER IMMEDIATELY IF
WELL IS DISTURBED.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
1
.
2
-
D
E
M
O
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
5
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C1.5
DE
M
O
L
I
T
I
O
N
P
L
A
N
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
C1
.
4
MA
T
C
H
L
I
N
E
C
1
.
5
INSET A
INSET B
C1
.
5
MA
T
C
H
L
I
N
E
C
1
.
4
DEMOLITION NOTES
1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND/OR VERIFYING ALL
LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK HAVE BEEN
OBTAINED.
2.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER
AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO
PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION
AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS.
3.EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND
ILLUSTRATIVE NATURE AND DO NOT INCLUDE MECHANICAL, ELECTRICAL AND
MISCELLANEOUS STRUCTURES. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING
CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS
PROJECT. IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE
SIGNIFICANTLY DIFFERENT THAN THOSE SHOW, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY.
4.ALL EXISTING ABOVE AND BELOW GROUND STRUCTURES WITHIN THE LIMITS
OF NEW CONSTRUCTION SHALL BE RAZED UNLESS NOTED OTHERWISE
WITHIN THIS CONSTRUCTION SET, ARCHITECTURAL PLANS, AND/OR PROJECT
SPECIFICATIONS. THIS INCLUDES FOUNDATION SLABS, WALLS, AND
FOOTINGS.
5.ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BE REMOVED BY
THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE
AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT
REQUIREMENTS.
6.ALL UTILITY REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR
ABANDONMENT SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY
COMPANY.
7.THE BURNING OF CLEARED MATERIALS AND DEBRIS SHALL NOT BE ALLOWED
UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL
AUTHORITIES.
8.UTILITY CONTACTS ARE LISTED ON THE SHEET C0.0.
9.EROSION AND SEDIMENTATION (E&S) CONTROL MEASURES AROUND AREAS
OF DEMOLITION SHALL BE INSTALLED PRIOR TO INITIATION OF DEMOLITION
ACTIVITIES. REFER TO THE E&S PLAN FOR DETAILS.
10.ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE
REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR.
CONTRACTOR SHALL NOTIFY SHEETZ IMMEDIATELY IF HAZARDOUS
MATERIALS ARE ENCOUNTERED.
11.CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY
CORNERS, AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF
DISTURBED, CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A
LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
12.CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHA
REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND
UTILITIES.
REMOVE AND REPLACE ASPHALT PAVEMENT AND
CURB AND GUTTER TO INSTALL FORCE MAIN
REMOVE AND REPLACE GRAVEL
DRIVEWAY TO INSTALL FORCE MAIN
IRF 1/2"
@ End of Fence
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
CMF in Manhole
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
Sign "Speed Limit 45"
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
IRF - Angle Iron
IRF 5/8"
IRF 1/2"
IPF 1/2"
IRF 3/4"
IPF 1/2"
MB
MB
Grass Median
Grass Median
Gravel
Dirt
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756
IPF 1/2"1 Story Block Garage
Metal
Carpo
r
t
6' Metal Fence
TC
IRF - Axle
N38°57'42"W
10.34' (Tie)
S50°24'58"W
49.18' (Tie)
IPF 1/2"
Road Name Sign
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
P
OH
P
OH
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Beginning
IRF 3/4" - Buried 1.8'
N: 147,608.62'
E: 2,331,803.19'
S
5
0
°
3
0
'
4
7
"
W
3
2
2
.
6
6
'
S87
°
2
1
'
0
9
"
E
2
3
9
.
4
7
'
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
S
5
0
°
3
0
'
4
7
"
W
5
2
7
.
1
4
'
(
T
i
e
)
S83°46'57"E
1
6
4
.
6
9
'
(
T
i
e
)
S23°
1
1
'
2
5
"
E
5
1
6
.
0
3
'
(
T
i
e
)
N39°45'40"W
N
2
5
°
3
9
'
1
0
"
E
1
6
6
.
2
6
'
(
T
i
e
)
N39°34'02"W 521.97'
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
N1
2
°
4
3
'
3
0
"
W
1
3
2
.
4
3
'
N1°57'16"W
1
5
6
.
7
2
'
S83°37'31"E
1
8
5
.
1
0
'
S23°
0
8
'
0
4
"
E
4
9
0
.
8
6
'
STANDARD
UST FIELD
VA
N
ST
O
P
NEW SHEETZ STORE
6139 SQ. FT.
FFE: 22.50'
25' FRONT BUILDING SETBACK
AND STREETSCAPE BUFFER
25' SIDE STREET
BUILDING SETBACK
20' REAR BUILDING SETBACK
10' REAR LANDSCAPE BUFFER
10' SIDE LANDSCAPE BUFFER
32'
10'
65'
5'
32'
26'
47.1'
48'
30'
10'
12'
100'
58'
14'
19'
14'
R8'
R3'
R39'
R3'
R8'
R39'
R2'
R2'
R20'
R3'R3'
R10'
R5'
R15'
R15'
R50'
R15'
R25'
R4'
R15'
R50'R50'
R25'
ZS01
ZS02
ZS03
ZS05
ZS06
ZS13
ZS13
ZS18
ZS21
ZS24
ZS25 ZS26
ZS29
ZS30
ZS33
ZS34
ZS35
ZS36
ZS37
ZS37
ZS42
ZS46
R3'
ZS48
ZS51
ZS52
ZS54
ZS55
ZS56
ZS56
R3'
ZS57
ZS57
ZS59 ZS60
ZS62
ZS67
ZS68
ZS69
ZS705'
ZS71
R3'
12.5' SECONDARY
STREETYARD
BUFFER
12.33'
S01
S02
S02
S02
S04
S04
S05
S06
S07
S07
S07
S08
82'
28'
S09
R25'
175' FULL STORAGE 100' TAPER
2' PAVED SHOULDER
S10
S04
S11
S12
10'
20'
10'
8'
10'
8'
20'
20'
30'
S13
ZS62
S14
S15
S15
S15
S15
S16
S16
ZS60
ZS60
ZS60
PARCEL 1PARCEL 2
20'
25'S16
150' DECELERATION
R25'
50'
R15'R25'
50'
R25'
R25'
ZS41ZS41
S17
S18
DRIVE THRU LENGTH
= 133 LF FROM MENU
BOARD
S19; 20'
S19; 50'
200' STOPPING SIGHT DISTANCE
R40'
425' STOPPING SIGHT DISTANCE
S20
2' PAVED SHOULDER
300' FULL STORAGE
100' TAPER
12'
10'
S18
S18
S07
ZS18
ZS30
ZS48
ZS51
ZS51 ZS51
ZS59
S20
S21
12'
S5
0
°
1
1
'
2
0
"
W
20
8
.
3
6
'
S5
0
°
2
5
'
5
8
"
W
21
1
.
9
4
'
45'
R20'
R3'
10'
5'
R3'
R3'
13.16'
68.7'
R3'
18'35'20'
R20'
27'
20'
149.58'
S22
11.91'
SITE LAYOUT KEYNOTES
NUMBER DESCRIPTION
ZS01 C-STORE BUILDING; REFER TO ARCHITECTURAL AND MEP
PLANS.
ZS02 TRASH ENCLOSURE AND BOLLARDS; REFER TO SHEETZ
TRASH ENCLOSURE DETAIL.
ZS03 GAS CANOPY; REFER TO CANOPY PLANS BY OTHERS.
ZS05 UNDERGROUND STORAGE TANKS AND PAD; REFER TO
UNDERGROUND STORAGE TANK SYSTEM PLANS.
ZS06 UNDERGROUND STORAGE TANKS VENT STACK
ZS13 MONUMENT SIGN. VERIFY EXACT LOCATION AND LOCATION
BEFORE ROUGH-IN. PERMITTED BY SHEETZ.
ZS18 BRICK PAVER SIDEWALK; REFER TO A100 OF ARCHITECTURAL
PLANS.
ZS21 ICE MERCHANDISER (TYP.).
ZS24 PUSHPLATE BOLLARD; REFER TO A201 OF ARCHITECTURAL
PLANS.
ZS25 FENCE @ SEATING AREA (TYP.); REFER TO A200 OF
ARCHITECTURAL PLANS.
ZS26 OUTDOOR SEATING AREA AND TABLES; REFER TO
ARCHITECTURAL PLANS.
ZS29 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB;
REFER TO ARCHITECTURAL PLANS.
ZS30 24" CURB & GUTTER; REFER TO SHEETZ DETAIL 15.
ZS33 STOREFRONT BUMPER POST, REFER TO SHEETZ DETAIL 01
(TYP.). PLACE ACCORDING TO SHEETZ DETAIL 08.
ZS34
6" OR 8" BOLLARD(S); REFER TO SHEETZ DETAIL 17 AND
UNDERGROUND STORAGE TANK SYSTEM PLANS FOR SIZE,
LOCATION, AND COUNT (TYP.).
ZS35 FLAGPOLE AND FLAGPOLE FOUNDATION; REFER TO SHEETZ
DETAILS 11 AND 12.
ZS36 FLAGPOLE LIGHT AND LIGHT FOUNDATION; REFER TO SHEETZ
DETAILS 13 AND 14.
ZS37 AIR MACHINE PAD AND BUMPER POSTS; REFER TO SHEETZ
DETAIL 05.
ZS41
EMERGENCY SHUT-OFF SWITCH, REFER TO ELECTRICAL,
UNDERGROUND STORAGE TANK SYSTEM PLANS, AND SHEETZ
DETAIL 29.
ZS42
ELECTRIC TRANSFORMER PAD; GC TO COORDINATE
LOCATION WITH LOCAL PROVIDER. LOCAL PROVIDER CAN
SUPERSEDE THE PROPOSED TRANSFORMER PAD LOCATION.
ZS46 CONCRETE LOT PAVEMENT; REFER TO SHEETZ DETAIL 20.
ZS48 ASPHALT LOT PAVEMENT; REFER TO SHEETZ DETAIL 20.
ZS51 CONCRETE / ASPHALT PAVEMENT TRANSITION; REFER TO
SHEETZ DETAIL 27.
ZS52 CONCRETE / ASPHALT CHAMFER; REFER TO SHEETZ DETAIL
28.
ZS54 ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCAL
CODES) R7-8A (MUTCD).
ZS55 VAN ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND
LOCAL REQUIREMENTS) R7-8A (MUTCD).
ZS56 ADA ACCESSIBLE AISLE AND STRIPING, PER ADA AND LOCAL
CODES.
ZS57 ADA ACCESSIBLE PARKING SPACE AND SYMBOL STRIPING.
PER ADA AND LOCAL CODES.
ZS59 PAINTED 4" WIDE PARKING STRIPES (TYP.).
ZS60 PAINTED DIRECTIONAL TRAFFIC ARROW (TYP.); PER LOCAL
CODES.
ZS62 30"x30" R1-1 "STOP" SIGN AND 24" WIDE "STOP" BAR.
ZS67 DRIVE-THRU CANTILEVERED CLEARANCE BAR; REFER TO BAR
DETAILS ON DT-1 AND DT-2.
ZS68 DRIVE-THRU ORDER POINT; REFER TO ORDER POINT DETAILS
ON DT-2.
ZS69 DRIVE-THRU MENU BOARD; REFER TO MENU BOARD DETAIL
ON DT-2.
ZS70 DRIVE-THRU CURB AND PAD; REFER TO SHEETZ DETAIL 10.
ZS71 DRIVE-THRU "PICK UP" PARKING SPACE; REFER TO PAINTING
DETAIL ON DT-1.
S01 RIGHT-OF-WAY (TYP.)
S02 PROPERTY BOUNDARY (TYP.)
S04 EXISTING ROAD CENTERLINE
S05 RIGHT IN / RIGHT OUT DRIVEWAY
S06 ROAD WIDENING FOR RIGHT TURN LANE
S07 10' X 70' SIGHT DISTANCE TRIANGLE (TYP.)
S08 TURN LANE STRIPING PER NCDOT STD DETAIL 1205.05
S09 RELOCATED "ADOPT A HIGHWAY" SIGN
S10 ROAD WIDENING FOR LEFT TURN LANE
S11 RETAINING WALL WITH 42" MINIMUM SAFETY RAILING AT ALL
AREAS TALLER THAN 30" (DESIGN BY OTHERS)
S12 NCDOT GUARDRAIL PER NCDOT DETAIL 862.02
S13 SANITARY SEWER LIFT STATION, REFER TO LIFT STATION
PLANS AND MEP PLANS BY OTHERS.
S14 PROPOSED GRAVEL DRIVEWAY TO CONNECT TO EXISTING
GRAVEL DRIVEWAY. 6" OF ABC GRAVEL
S15 VARIABLE WIDTH SCM ACCESS & MAINTENANCE EASEMENT
S16 VARIABLE WIDTH PRIVATE SEWER EASEMENT
S17 POSSIBLE FUTURE EV PARKING SPACES
S18 ACF GRASS CELL; REFER TO DETAIL
S19 VARIABLE WIDTH PUBLIC DRAINAGE EASEMENT
S20 PROPOSED 20' PUBLIC DRAINAGE EASEMENT TO BE
DEDICATED TO NCDOT.
S21 PROPOSED CROSS ACCESS EASEMENT
S22 PROPOSED CFPUA UTILITY EASEMENT (SIZE TBD)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
2
.
0
-
S
I
T
E
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
5
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C2.0
SI
T
E
P
L
A
N
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
SITE LAYOUT NOTES
1.CONTRACTOR SHALL REFER TO THE SHEETZ ARCHITECTURAL PLANS FOR THE EXACT LOCATION OF UTILITY ENTRANCES, BUILDING DIMENSIONS, ROOF
LEADERS, EXIT DOORS, EXIT RAMPS AND PORCHES.
2.ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB, OR EDGE OF SIDEWALK UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREES UNLESS
OTHERWISE NOTED.
3.CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR THE INSTALLATION OF TRAFFIC SIGNAGE AND PAVEMENT MARKINGS AS SHOWN ON
THE CONSTRUCTION PLANS.
4.ALL NON-LANDSCAPED ISLANDS SHALL BE PAINTED WITH STRIPES 4" WIDE, AT 45° AND 2 FEET O.C.
5.ALL STRIPING SHALL BE 4" WIDE UNLESS NOTED OTHERWISE.
6.CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE SHEETZ MAIN FREESTANDING SIGN WITH THE SHEETZ CONSTRUCTION MANAGER.
7.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION.
8.ALL DIMENSIONS SHOWN ON THIS PLAN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY
SHEETZ REPRESENTATIVE AND DESIGN ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS. CONTRACTOR IS
RESPONSIBLE FOR ALL DIMENSIONS AT THE PROJECT SITE.
9.SEE DETAILS SHEETS FOR ADDITIONAL CONSTRUCTION INFORMATION.
10.CONTRACTOR SHALL NEATLY SAW-CUT ALL JOINTS WHERE THE PROPOSED CONSTRUCTION MEET EXISTING PAVEMENT AND CONCRETE.
C2
.
2
MA
T
C
H
L
I
N
E
T
TP
TTP
4' Wire FenceBusiness Sign
Sign "Speed Limit 45"
TC TC
Road Name Sign
OHU
VU
VU
CT
UG Cable Mark
MB
Road Name Sign
Grass Median
Grass Median
Sign "Do Not
Enter"
T
TP
TTP
OH
U
O
H
U
O
H
U
OHU
OHU
VU
8''
W
8''
W
8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W
8''
W
D
EM
MKFMKF
Road Name Sign
D
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATV UCATVUGTUGT
UGT UGT UCATV
U
C
A
T
V
UGT UGT
UFOUGP
UFO
XXXXX
X
XXXXXX
OH
P
OH
P
OH
P
OH
P
OHU OHU OHU OHU OHU OHUOHPOHPOHPOHPOHPOHPOHPOHP OHP
X
XXX
O
H
P
O
H
P
O
H
P
O
H
P
UCATV
UCATV
UGT
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
OHP
OH
P
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGT
Gate
TR 21 LOB PINE
TR 9 OAKTR 11 BIRCHTR 9 MAP
TR 10 MAP
TR 12 WILLOW
TR 14 LOB PINE
TR 22 LOB PINE
TR 14 LOB PINE
TR 9 OAK
TR 15 OAKTR 8 OAK
TR 10 OAK
TR 18 LOB PINE
TR 16 LOB PINETR 17 LOB PINETR 17 LOB PINE TR S16 - 1 24" OAK
4' Wire Fence
18" RCP
18" RCP Possible Junction
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP 18" RCP
WWWWWWWWWW
8'
'
W
8''
W
8''
W
WN39°34'02"W 521.97'
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
EXISTING EDGE OF PAVEMENT
EXISTING ROAD STRIPING
27.6'± EOP TO ROW
EX. 12.3'
13.9'EXISTING EDGE OF PAVEMENT
EXISTING ROAD STRIPING
EX. 14.6'
EX. 12.0'
EX. 14.2'
EX. 11.8'
EX. 11.9'
EX. 11.5'
EX. 12.1'
EX. 201.6' STORAGE
EX. 172.5' BAY TAPER
EXISTING CENTERLINE
EXISTING CENTERLINE
EX. 12.1'
EX. 14.7'
EX. 12.2'EX. 11.2'
EXISTING SIGNALIZED INTERSECTION
EXISTING RIGHT-IN,
RIGHT-OUT DRIVEWAYEX. 12.0'
T
TP
TTP
Sign "Speed Limit 45"
TC
TC
Road Name Sign
OHU
VU
VU
CT
UG Cable Mark
Road Name Sign
Grass Median
Grass Median
Sign "Do Not
Enter"
T
TP
TTP
OH
U
O
H
U
OH
U
OHU
OHU
VU
8''
W
8''
W
8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W
8''
W
D
EM
MKFMKF
Road Name Sign
D
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATV UCATVUGTUGT
UGT UGT UCATV
U
C
A
T
V
UGT UGT
UFOUGP
UFO
OH
P
OH
P
OH
P
OH
P
OHU OHU OHU OHU OHU OHUOHPOHPOHPOHPOHPOHPOHPOHP OHP
UCATV
UCATV
UGT
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UCATV
OH
P
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGT
18" RCP
18" RCP Possible Junction
1
8
"
R
C
P
18" RCP
18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP 18" RCP
WWWWWWWWWW
8''
W
8'
'
W
8'
'
W
W
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
W
20
1616
17 18 19
20
18
19
2
0
19
21
1617
18
19
15
1314
1
1
1
0
2
0
20
20
1514
16
17
18
19
20
19
EW200
20
17181920
2119
20
15
16
18
19
20
1516
15
15
20
T
TP
Sign "Speed Limit 45"
TC
TC
Road Name SignC
Road Name Sign
Sign "Do Not
Enter"
8''
W
8''
W
8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W
8''
W
Road Name Sign
UFO
UFO
8''
W
8''
W
8''
W
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
12'
175' STORAGE 100' TAPER
T61
T4
T4
T20
T20
T21
T40
T71
T70
T71
EX. 12.47'
EX. 11.50'
PROPOSED EDGE
OF PAVEMENT
PROPOSED EDGE
OF PAVEMENT
PROPOSED EDGE
OF PAVEMENT
30"X30" R1-1 "STOP" SIGN
PROPOSED RELOCATED "ADOPT A
HIGHWAY" SIGN
PROPOSED RIGHT-IN,
RIGHT-OUT DRIVEWAY
PROPOSED RIGHT TURN LANE
EX. 11.7'
EX. 11.6'
300' STORAGE
150' DECELERATION
100' TAPER
PROPOSED
2' PAVED
SHOULDER T70
T70
12'
T41
10'x70' NCDOT
SIGHT DISTANCE
TRIANGLE (TYP.)
12'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
R
D
W
Y
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
5
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C2.1
TU
R
N
L
A
N
E
P
L
A
N
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
CAROLINA BEACH ROAD - EXISTING CONDITIONS
CAROLINA BEACH ROAD - PROPOSED WIDENING AND GRADING
CAROLINA BEACH ROAD - PROPOSED STRIPING AND SIGNAGE
TRAFFIC CONTROL KEYNOTES
Symbol Description Material Linear Length
Adjustment
T4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL); REFER TO NCDOT STANDARD DETAIL
1205.01.Thermo .25
T20 WHITE EDGELINE (6", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1
T21 WHITE SOLID LANE LINE (6", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1
T61 WHITE STOPBAR (24", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1
T70 LEFT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.08.Thermo 1
T71 RIGHT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.08.Thermo 1
T40 WHITE GORE LINE (8", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.09 Thermo 1
T41 WHITE DIAGONAL LINE (8", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.09 Thermo 1
PROPOSED HEAVY DUTY ASPHALT PAVEMENT SECTION
PER NCDOT SPECIFICATIONS. SEE DETAIL BELOW.
ROAD WIDENING NOTES
POSTED SPEED LIMIT = 45 MPH
DESIGN SPEED LIMIT = 50 MPH
MILL AND REPLACE MIN. 1.5" S9.5C
MATERIALS LEGEND
1.CONTRACTOR SHALL OBTAIN AND READ ALL NCDOT DRIVEWAY PERMITS AND ENCROACHMENTS. THEY SHALL
BE A PART OF THESE PLANS.
2.ALL FINISHED SURFACES SHALL SLOPE TOWARDS DRAINAGE STRUCTURES AT POSITIVE SLOPE AND TO AVOID
STANDING WATER.
3.CONTRACTOR SHALL COORDINATE ALL WORK IN R/W WITH NCDOT AND NEW HANOVER COUNTY INSPECTORS.
4.CONTRACTOR SHALL FIELD VERIFY AND COORDINATE THE RELOCATION OF EXISTING UTILITIES AS NEEDED TO
FUNCTION WITH THE PROPOSED IMPROVEMENTS.
PAVEMENT MARKING NOTES
1.LOCATION OF PAVEMENT MARKINGS SHALL CONFORM TO NCDOT PAVEMENT MARKING STANDARDS. APPLICATION OF
PAVEMENT MARKINGS SHALL BE DONE IN ACCORDANCE WITH SECTION 1205 OF THE N.C. DIVISION OF HIGHWAYS
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES HANDBOOK (2024 EDITION) WITH REVISION(S) THERETO.
2.ALL EXISTING PAVEMENT MARKINGS SHALL BE ERADICATED PER NCDOT SPECIFICATIONS PRIOR TO PLACEMENT OF
MARKING SHOWN HEREIN.
3.THE CONTRACTOR SHALL BE REQUIRED TO PRE-MARK THE PAVEMENT PRIOR TO ACTUAL APPLICATION OF MARKINGS
WITHIN THE NCDOT RIGHT OF WAY. THE CONTRACTOR SHALL SCHEDULE A PRE-MARKING INSPECTION REVIEW WITH THE
NCDOT DISTRICT ENGINEER AT LEAST ONE WEEK PRIOR TO MARKING. PAVEMENT MARKINGS SHALL NOT BE INSTALLED
UNTIL AFTER FIELD REVIEW AND APPROVAL BY THE NCDOT DISTRICT ENGINEER.
4.PAVEMENT MARKINGS SHALL MATCH TO AND ALIGN WITH EXISTING CONDITIONS AND MARKINGS. THE CONTRACTOR SHALL
PROVIDE THERMOPLASTIC MARKINGS ON ROADWAYS .
5.THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL THERMOPLASTIC MARKINGS AND RAISED REFLECTIVE PAVEMENT
MARKERS FOR NEWLY CONSTRUCTED TURN LANES TO NCDOT SPECIFICATIONS AND DIMENSIONAL STANDARDS. RAISED
PAVEMENT MARKERS TO BE APPROVED AND INSTALLED PER NCDOT STANDARDS.
6.ALL PAVEMENT MARKINGS WITHIN NCDOT RIGHT-OF-WAY SHALL BE LONG LIFE THERMOPLASTIC.
7.CONTACT NCDOT TRAFFIC SERVICES FOR PAVEMENT MARKING LAYOUT.
8.ALL DIMENSIONS ARE TO FACE OF CURB.
9.CONTRACTOR TO ADJUST ALL APPURTENANCES TO MATCH EXISTING GRADE.
10.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DRIVEWAYS AND DRIVEWAY PIPES
THROUGHOUT CONSTRUCTION. MAINTAIN VEHICULAR ACCESS AT ALL TIMES.
11.CONTRACTOR TO PERFORM TRAFFIC CONTROL AND TEMPORARY LANE CLOSURES PER NCDOT AND NEW HANOVER
COUNTY STANDARDS.
12.ALL CURB AND GUTTER INSIDE PUBLIC RIGHT-OF-WAY SHALL BE 30 INCHES WIDE PER NCDOT STANDARDS.
13.SNOWPLOWABLE REFLECTORS SHOULD BE USED PER NCDOT STANDARDS.
14.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND INSTALLED ACCORDING TO MOST CURRENT NCDOT
STANDARDS.
NOTES:
NCDOT ASPHALT PAVEMENT SECTION
NOT TO SCALE
COMPACTED
SUBGRADE
BASE COURSE
TYPE B-25.0C
BINDER COURSE
SURFACE COURSE
TYPE S-9.5C
TYPE I19.0C
3-IN
4-IN
5-IN
1.PREPARING, GRADING, SHAPING, AND COMPACTION OF
SUBGRADE SOILS SHOULD BE PERFORMED IN
ACCORDANCE WITH DIVISION 5, SECTION 501 OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES (2006). PREPARING, GRADING, SHAPING, AND
COMPACTION OF AGGREGATE BASE COURSE (CABC)
STONE SHOULD BE PERFORMED IN ACCORDANCE WITH
DIVISION 5, SECTION 520 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2006).
PLACEMENT AND COMPACTION OF THE BITUMINOUS
CONCRETE SHOULD BE PERFORMED IN ACCORDANCE
WITH DIVISION 6, SECTION 600 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2006).
PROPER SUBGRADE COMPACTION, ADHERENCE TO THE
NCDOT SPECIFICATIONS, AND COMPLIANCE WITH PROJECT
PLANS AND SPECIFICATIONS ARE CRITICAL TO THE
PERFORMANCE OF THE CONSTRUCTED PAVEMENT.
2.THE CONTRACTOR MAY CHOOSE TO INSTALL
INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE THE
SITE DURING CONSTRUCTION AT NO ADDITIONAL COST.
THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE
PAVING. INCREASES IN THE DESIGN PAVEMENT SECTION
TO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED
AT NO ADDITIONAL COST.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED BASE
COURSE AND/OR INTERMEDIATE PAVING PRIOR TO
PLACING SUBSEQUENT PAVEMENT LIFTS AT NO
ADDITIONAL COST.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING PAVEMENT DURING ALL PHASES OF WORK.
THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALL
DEFECTS OR DAMAGE.
COMPACTED
SUBGRADE
BINDER COURSE
SURFACE COURSE
TYPE S-9.5C
TYPE I19.0C
3-IN
4-IN
10-IN
PAVEMENT SECTION-WIDENING GREATER THAN 6' WIDTH
*OVERLAY AREAS - 1.5" S9.5C
PAVEMENT SECTION-WIDENING LESS THAN OR
EQUAL TO 6' WIDTH
1.5" ASPHALT MILL & OVERLAY; 1' WIDE
INSIDE EXISTING TRAVEL LANE
HEAVY DUTY NCDOT
ASPHALT PAVEMENT;
REFER TO PAVEMENT
SECTION
PROPOSED 2' PAVED SHOULDER
TYPE B-25.0C BASE
COURSE
1.5" ASPHALT MILL & OVERLAY
10'' W10'' W10'' W10'' W
CMF IPF 1"
Gate
OHU
OHU
Grass MedianConc.
Yield Sign
Yield Line
Conc.
Asphalt
6' Metal Fence
TC
TC
O
H
U
O
H
U
O
H
U
O
H
U
WVW
V
8'' W
C T
C T C
MB
MB
MBSign "Do Not Enter"
Sign "Wrong Way"School Sign
Sign "Reserved Parking"
Info. Sign Stop
Sign
Ut
i
l
i
t
y
E
a
s
e
m
e
n
t
MB
6
3
P
G
3
4
UGTUGTOHUOHPOHP OHP
UCATVUCATVUCATVUCATV
UGT
UGT
GGG
X X X
OHP
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
UGTUGT
X X
OHPOHP
O
H
P
O
H
P
O
H
P
OH
P
OH
P
OH
P
OH
P
OH
P
(2' AG)117.67' (Tie)
N39°45'40"W
123.38' (Tie)
N39°58'18"W
109.68'
N39°58'18"W
50.95'
N39°06'50"W 207.52'
18" RCP18" RCP
15" RCP
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
US 421
EX. 13.5'
EXISTING ROAD STRIPING
EX. 11.2'
EX. 13.0'
EX. 191' BAY TAPER
EXISTING CENTERLINE
209' EXISTING STORAGE
10'' W10'' W10'' W10'' W
Gate
OHU
OHU
Grass MedianConc.
Yield Sign
Yield Line
Conc.
Asphalt
6' Metal Fence
TC
TC
O
H
U
O
H
U
O
H
U
O
H
U
WVW
V
8'' W
C T
C T C
MB
MB
MBSign "Do Not Enter"
Sign "Wrong Way"School Sign
Sign "Reserved Parking"
Info. Sign Stop
Sign
Ut
i
l
i
t
y
E
a
s
e
m
e
n
t
MB
6
3
P
G
3
4
UGTUGTOHUOHPOHP OHP
UCATVUCATVUCATVUCATV
UGT
UGT
GGG
X X X
OHP
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
UGTUGT
X X
OHPOHP
O
H
P
O
H
P
O
H
P
OH
P
OH
P
OH
P
OH
P
OH
P
18" RCP18" RCP
15" RCP
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
US 421
18
18
19
18
17 16
17
18
19
18
19
18
19
18
18
17
16
19
19
19
18
18
19
19
19
CMF IPF 1"
Gate
Grass MedianConc.
Yield Sign
Yield Line
Conc.
Asphalt
6' Metal Fence
TC
TCWVW
V
8'' W
MB
MB
MBSign "Do Not Enter"
Sign "Wrong Way"School Sign
Sign "Reserved Parking"
Info. Sign Stop
Sign
Ut
i
l
i
t
y
E
a
s
e
m
e
n
t
MB
6
3
P
G
3
4
GGG
X X X X X
(2' AG)
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
US 421
T20
T4
T70
100' TAPER
EX. 11.8'
EX. 12.1'EXISTING CENTERLINE
PROPOSED EDGE OF PAVEMENT
300' FULL STORAGE
T70
T70 PROPOSED 2' PAVED SHOULDER
12'
T40
T41
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
R
D
W
Y
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
5
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C2.2
TU
R
N
L
A
N
E
P
L
A
N
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
CAROLINA BEACH ROAD - EXISTING CONDITIONS
CAROLINA BEACH ROAD - PROPOSED WIDENING AND GRADING
CAROLINA BEACH ROAD - PROPOSED STRIPING AND SIGNAGE
TRAFFIC CONTROL KEYNOTES
Symbol Description Material Linear Length
Adjustment
T4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL); REFER TO NCDOT STANDARD DETAIL
1205.01.Thermo .25
T20 WHITE EDGELINE (6", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1
T21 WHITE SOLID LANE LINE (6", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1
T61 WHITE STOPBAR (24", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1
T70 LEFT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.08.Thermo 1
T71 RIGHT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.08.Thermo 1
T40 WHITE GORE LINE (8", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.09 Thermo 1
T41 WHITE DIAGONAL LINE (8", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.09 Thermo 1
PROPOSED HEAVY DUTY ASPHALT PAVEMENT SECTION
PER NCDOT SPECIFICATIONS. SEE DETAIL BELOW.
ROAD WIDENING NOTES
POSTED SPEED LIMIT = 45 MPH
DESIGN SPEED LIMIT = 50 MPH
MILL AND REPLACE MIN. 1.5" S9.5C
MATERIALS LEGEND
1.CONTRACTOR SHALL OBTAIN AND READ ALL NCDOT DRIVEWAY PERMITS AND ENCROACHMENTS. THEY SHALL
BE A PART OF THESE PLANS.
2.ALL FINISHED SURFACES SHALL SLOPE TOWARDS DRAINAGE STRUCTURES AT POSITIVE SLOPE AND TO AVOID
STANDING WATER.
3.CONTRACTOR SHALL COORDINATE ALL WORK IN R/W WITH NCDOT AND NEW HANOVER COUNTY INSPECTORS.
4.CONTRACTOR SHALL FIELD VERIFY AND COORDINATE THE RELOCATION OF EXISTING UTILITIES AS NEEDED TO
FUNCTION WITH THE PROPOSED IMPROVEMENTS.
PAVEMENT MARKING NOTES
1.LOCATION OF PAVEMENT MARKINGS SHALL CONFORM TO NCDOT PAVEMENT MARKING STANDARDS. APPLICATION OF
PAVEMENT MARKINGS SHALL BE DONE IN ACCORDANCE WITH SECTION 1205 OF THE N.C. DIVISION OF HIGHWAYS
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES HANDBOOK (2024 EDITION) WITH REVISION(S) THERETO.
2.ALL EXISTING PAVEMENT MARKINGS SHALL BE ERADICATED PER NCDOT SPECIFICATIONS PRIOR TO PLACEMENT OF
MARKING SHOWN HEREIN.
3.THE CONTRACTOR SHALL BE REQUIRED TO PRE-MARK THE PAVEMENT PRIOR TO ACTUAL APPLICATION OF MARKINGS
WITHIN THE NCDOT RIGHT OF WAY. THE CONTRACTOR SHALL SCHEDULE A PRE-MARKING INSPECTION REVIEW WITH THE
NCDOT DISTRICT ENGINEER AT LEAST ONE WEEK PRIOR TO MARKING. PAVEMENT MARKINGS SHALL NOT BE INSTALLED
UNTIL AFTER FIELD REVIEW AND APPROVAL BY THE NCDOT DISTRICT ENGINEER.
4.PAVEMENT MARKINGS SHALL MATCH TO AND ALIGN WITH EXISTING CONDITIONS AND MARKINGS. THE CONTRACTOR SHALL
PROVIDE THERMOPLASTIC MARKINGS ON ROADWAYS .
5.THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL THERMOPLASTIC MARKINGS AND RAISED REFLECTIVE PAVEMENT
MARKERS FOR NEWLY CONSTRUCTED TURN LANES TO NCDOT SPECIFICATIONS AND DIMENSIONAL STANDARDS. RAISED
PAVEMENT MARKERS TO BE APPROVED AND INSTALLED PER NCDOT STANDARDS.
6.ALL PAVEMENT MARKINGS WITHIN NCDOT RIGHT-OF-WAY SHALL BE LONG LIFE THERMOPLASTIC.
7.CONTACT NCDOT TRAFFIC SERVICES FOR PAVEMENT MARKING LAYOUT.
8.ALL DIMENSIONS ARE TO FACE OF CURB.
9.CONTRACTOR TO ADJUST ALL APPURTENANCES TO MATCH EXISTING GRADE.
10.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DRIVEWAYS AND DRIVEWAY PIPES
THROUGHOUT CONSTRUCTION. MAINTAIN VEHICULAR ACCESS AT ALL TIMES.
11.CONTRACTOR TO PERFORM TRAFFIC CONTROL AND TEMPORARY LANE CLOSURES PER NCDOT AND NEW HANOVER
COUNTY STANDARDS.
12.ALL CURB AND GUTTER INSIDE PUBLIC RIGHT-OF-WAY SHALL BE 30 INCHES WIDE PER NCDOT STANDARDS.
13.SNOWPLOWABLE REFLECTORS SHOULD BE USED PER NCDOT STANDARDS.
14.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND INSTALLED ACCORDING TO MOST CURRENT NCDOT
STANDARDS.
NOTES:
NCDOT ASPHALT PAVEMENT SECTION
NOT TO SCALE
COMPACTED
SUBGRADE
BASE COURSE
TYPE B-25.0C
BINDER COURSE
SURFACE COURSE
TYPE S-9.5C
TYPE I19.0C
3-IN
4-IN
5-IN
1.PREPARING, GRADING, SHAPING, AND COMPACTION OF
SUBGRADE SOILS SHOULD BE PERFORMED IN
ACCORDANCE WITH DIVISION 5, SECTION 501 OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES (2006). PREPARING, GRADING, SHAPING, AND
COMPACTION OF AGGREGATE BASE COURSE (CABC)
STONE SHOULD BE PERFORMED IN ACCORDANCE WITH
DIVISION 5, SECTION 520 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2006).
PLACEMENT AND COMPACTION OF THE BITUMINOUS
CONCRETE SHOULD BE PERFORMED IN ACCORDANCE
WITH DIVISION 6, SECTION 600 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2006).
PROPER SUBGRADE COMPACTION, ADHERENCE TO THE
NCDOT SPECIFICATIONS, AND COMPLIANCE WITH PROJECT
PLANS AND SPECIFICATIONS ARE CRITICAL TO THE
PERFORMANCE OF THE CONSTRUCTED PAVEMENT.
2.THE CONTRACTOR MAY CHOOSE TO INSTALL
INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE THE
SITE DURING CONSTRUCTION AT NO ADDITIONAL COST.
THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE
PAVING. INCREASES IN THE DESIGN PAVEMENT SECTION
TO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED
AT NO ADDITIONAL COST.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED BASE
COURSE AND/OR INTERMEDIATE PAVING PRIOR TO
PLACING SUBSEQUENT PAVEMENT LIFTS AT NO
ADDITIONAL COST.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING PAVEMENT DURING ALL PHASES OF WORK.
THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALL
DEFECTS OR DAMAGE.
COMPACTED
SUBGRADE
BINDER COURSE
SURFACE COURSE
TYPE S-9.5C
TYPE I19.0C
3-IN
4-IN
10-IN
PAVEMENT SECTION-WIDENING GREATER THAN 6' WIDTH
*OVERLAY AREAS - 1.5" S9.5C
PAVEMENT SECTION-WIDENING LESS THAN OR
EQUAL TO 6' WIDTH
N
A
D
8
3
0
SCALE 1"=30'
60'30'
1.5" ASPHALT MILL & OVERLAY
HEAVY DUTY NCDOT
ASPHALT PAVEMENT; REFER
TO PAVEMENT SECTION
BASE COURSE
TYPE B-25.0C
10+00.00
8
12
16
20
24
28
32
8
12
16
20
24
28
32
0 20 400-20-40-60-80
10+50.00
8
12
16
20
24
28
32
8
12
16
20
24
28
32
0 20 400-20-40-60-80
11+00.00
4
8
12
16
20
24
28
32
4
8
12
16
20
24
28
32
0 20 400-20-40-60-80
11+50.00
4
8
12
16
20
24
28
32
4
8
12
16
20
24
28
32
0 20 400-20-40-60-80
12+00.00
4
8
12
16
20
24
28
32
4
8
12
16
20
24
28
32
0 20 400-20-40-60-80
12+50.00
4
8
12
16
20
24
28
32
4
8
12
16
20
24
28
32
0 20 400-20-40-60-80
13+00.00
4
8
12
16
20
24
28
32
4
8
12
16
20
24
28
32
0 20 400-20-40-60-80
13+50.00
0
4
8
12
16
20
24
28
32
0
4
8
12
16
20
24
28
32
0 20 400-20-40-60-80
14+00.00
4
8
12
16
20
24
28
32
4
8
12
16
20
24
28
32
0 20 400-20-40-60-80
EX
.
R
/
W
C/
L
VARIABLE WIDTH MEDIAN
EX. EOP
EDGE OF PAVEMENT
EXISTING GROUND
C/
L
PR
O
P
.
E
O
P
EX
.
R
/
W
EX. EOP
VARIABLE WIDTH MEDIANEXISTING GROUND
PROPOSED GRADE
2%-2%
3%-2%6%
C/
L
VARIABLE WIDTH MEDIAN
EXISTING GROUND
PROPOSED GRADE
PROP. EOP
EX. EOPEX
.
R
/
W
2%-2%
C/
L
EX
.
R
/
W
PROPOSED GRADE
EXISTING GROUND PROP. EOP
EX. EOP
VARIABLE WIDTH MEDIAN
PR
O
P
.
E
O
P
2%-4%
2%-2%2%
5:1
C/
L
EX
.
R
/
W
PR
O
P
.
E
O
P
PROP. EOP
EX. EOP
VARIABLE WIDTH MEDIAN
2%-2%2%2%2%
C/
L
EX
.
R
/
W
PR
O
P
.
E
O
P
VARIABLE WIDTH MEDIAN
PROP. EOP
EX. EOP
2%-2%2%3:1-5:1
EX. EOP
EX. EOP
EX. EOP
EX. EOP
EX
.
R
/
W
PR
O
P
.
E
O
P
C/
L
C/
L
C/
L
-2%2%
EX. EOP EX. EOP
VARIABLE WIDTH MEDIAN
-2%2%2%
3:1-3:1
3%-3%
EX
.
R
/
W
PR
O
P
.
E
O
P
EX. EOP EX. EOP
VARIABLE WIDTH MEDIAN
2%2%-1%3%-4%3:1
EXIS. 18" RCP
EXIS. 18" RCP
EXIS. 18" RCP
EXIS. 18" RCP
EXIS. 18" RCP
2%
EXIS. 18" RCP
EXIS. 18" RCP
EX. EOP
EX. EOP
EXIS. 18" RCP
PROP. GRADE
EX. GROUND
PROP. GRADE
EX. GROUND
PROP. GRADE
EX. GROUND
PROP. GRADE
EX. GROUND
EX
.
R
/
W
PR
O
P
.
E
O
P
EX. EOP
EX. EOP
VARIABLE WIDTH
MEDIAN
PROP. GRADE
EX. GROUND
EXIS. 60" RCP
INV. = 9.83±
EXIS. 60" RCP
INV. = 10.06±
EXIS. 48" RCP
INV. = 10.36±
10%2%-2%
13%3%-4%
24" HDPE
-4:1 6:1
-5:1 9:1
-7:1 7:1
-5:1
4%
TRENCH DRAIN
PROP 18" RCP
PROP 18" RCP
T
TP
TTP
VU
UG Cable Mark
Grass Median
Grass Median
T
TP
TTP
O
H
U
OH
U
O
H
U
OHU
OHU
VU
8''
W
8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W
D
EMMKF
MKG
MKF
D
UC
A
T
V
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
UCATV UCATV UCATVUGTUGT
UGT UGT UCATV
OH
P
OH
P
OH
P
OH
P
OH
P
UCATV
UCATV
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UCATV
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATV
UCATV
UGTUGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGT
UGPX
18" RCP
18" RCP Possible Junction
62544 - Inv. = 18.10'
62544 - Inv. = 17.66'
1
8
"
R
C
P
18" RCP
18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP 18" RCP
W
WWWWWWWWWW
8''
W
8''
W
8''
W
WN39°34'02"W 521.97'
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
62210 Rim = 18.56'
Inv. In = 14.79'
Inv. Out = 14.66'
20
1616
17
18 19
2
0
19
21
18
19
2
0
20
20
151416 17 18
19
20
19
20
17181920
2119
20
15
16
18 19
20
151615
21
18
19
JB400
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+35.79
SL
-
1
SL
-
2
SL
-
3
SL
-
4
SL
-
5
SL
-
6
SL
-
7
SL
-
8
SL
-
9
W
EW200FE300
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
S
E
C
N
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
5
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C2.3
NC
D
O
T
C
R
O
S
S
S
E
C
T
I
O
N
S
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
CAROLINA BEACH ROAD - PLAN VIEW
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
Sign "Speed Limit 45"
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
MB
MB
Grass Median
Grass Median
Gravel
Dirt
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756 1 Story Block Garage
Metal
Carpo
r
t
6' Metal Fence
TCRoad Name Sign
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
P
OH
P
OH
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
STANDARD
UST FIELD
VA
N
ST
O
P
NEW SHEETZ STORE
6139 SQ. FT.
FFE: 22.50'
WB-67 - Interstate Semi-Trailer
53
27.9
Max 68.5° Horiz
Max 10° Vert
3
43.5 4
45.5
2.5
23.5
4 17.4 4.2
19.5
WB-67 - Interstate Semi-Trailer
Overall Length 73.501ft
Overall Width 8.500ft
Overall Body Height 13.500ft
Min Body Ground Clearance 1.334ft
Max Track Width 8.500ft
Lock-to-lock time 6.00s
Max Steering Angle (Virtual)28.40°
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
V
E
H
C
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
5
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C2.4
VE
H
I
C
U
L
A
R
C
I
R
C
U
L
A
T
I
O
N
P
L
A
N
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
N
A
D
8
3
0
SCALE 1"=30'
60'30'
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
Sign "Speed Limit 45"
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
MB
MB
Grass Median
Grass Median
Gravel
Dirt
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756 1 Story Block Garage
Metal
Carpo
r
t
6' Metal Fence
TC
N38°57'42"W
10.34' (Tie)
S50°24'58"W
49.18' (Tie)
Road Name Sign
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
P
OH
P
OH
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
5
0
°
3
0
'
4
7
"
W
3
2
2
.
6
6
'
S87
°
2
1
'
0
9
"
E
2
3
9
.
4
7
'
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
N39°34'02"W 521.97'
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
STANDARD
UST FIELD
VA
N
ST
O
P
NEW SHEETZ STORE
6139 SQ. FT.
FFE: 22.50'
R
e
a
r
-
L
o
a
d
G
a
r
b
a
g
e
T
r
u
c
k
35
4.5 20
Rear-Load Garbage Truck
Overall Length 35.000ft
Overall Width 8.375ft
Overall Body Height 10.546ft
Min Body Ground Clearance 1.000ft
Track Width 8.375ft
Lock-to-lock time 6.00s
Curb to Curb Turning Radius 29.300ft
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
V
E
H
C
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
5
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C2.5
VE
H
I
C
U
L
A
R
C
I
R
C
U
L
A
T
I
O
N
P
L
A
N
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
10'' W10'' W
IRF 1/2"
@ End of Fence
T
TP
TP
MKF
TTP
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
CMF in Manhole
CMF
Gate
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
Sign "Speed Limit 45"
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
IRF - Angle Iron
VU
UG Cable MarkIRF 5/8"
IRF 1/2"
IPF 1/2"
IRF 3/4"
IPF 1/2"
MB
MB
Grass Median
Grass Median
Conc.
61873
61627
61624
60360
Gravel
Dirt
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frank Devenero
& Nick Devenero
PARID: R07100-003-025-000
MAPID: 313405.27.1684.000
DB 1790 PG 435
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756
IPF 1/2"1 Story Block Garage
Metal
Carpo
r
t
T
TP
TTP
6' Metal Fence
TC
TC
OH
U
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
IRF - Axle
D
EM
MKF
MKG
MKF
IPF 1/2"
Road Name Sign
D
D
D
Sign "Do Not Enter"
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP
UC
A
T
V
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATVUCATVUCATVUCATVUCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UGTUGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X X X
OHP
O
H
P
O
H
P
O
H
P
O
H
P
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGTUGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Beginning
IRF 3/4" - Buried 1.8'
N: 147,608.62'
E: 2,331,803.19'
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'Inv. = 9.31'
62612 - Inv. = 10.35'
60263 - Inv. = 12.33'
FES - Inv. = 18.96'
FES - Inv. = 1873'
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
60394-Storm Inlet
Rim Elev. = 19.83'
Inv. (NW) = 11.19'
Inv. (SE) = 11.02'
Inv. (SW) = 10.96'
61068-Storm Inlet
Rim Elev. = 19.06'
Inv. In (from 61101) = 16.43'
Inv. Out (to 61055) = 16.41'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
60359-Drainage Manhole
Rim Elev. = 20.25'
Inv. (B.O.B) = 11.38'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP18" RCP
18" RCP
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
W
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
STANDARD
UST FIELD
VA
N
ST
O
P
NEW SHEETZ STORE
6139 SQ. FT.
FFE: 22.50'
TR 36 LIVE OAK
FM
FM
FM
FM
FM
FM
RD RD RD
DS
RD
RD RD RD
DS
DS
DS
RD RD
RD
DS DS DS DS DS
DS
19
W W W
W
W
W
W
W
W
W
G G
G
G
G
GG01
G02
G05
G08
G09
G14
G16
G21
MA
T
C
H
L
I
N
E
-
R
E
F
E
R
T
O
I
N
S
E
T
20
19 20 21 22
21
21
21
22
20
20
20
18
18
19
19
17
17
20
19
20
21
22
2
1
21
19
20
21
15
20
16171819
11 1
010
15
14
1617 18
19
2
0
20 20
19
2
1
21
2
1
20
2
0
202
1
21 20
17
17
18
18
19
21
22
21
22
20 19
21
19
21
21
21
21
21
21
20
1617
2021
1315 1
5
22 22
REVERSE CRO
W
N
RE
V
E
R
S
E
C
R
O
W
N
CRO
W
N
CROWN
CROWN
CR
O
W
N
CROW
N
CR
O
W
N
CR
O
W
N
CB107
CB101
CB103
FE300
CB105
CB104
CB102
CB106
YI302
EW200
15"
H
D
P
E
18" HDPE
18
"
H
D
P
E
15" RCP
15" HDPE
15" HDPE
24"
R
C
P
24" HDPE
24" HDPE
18
17
19
18 21
18
16
15
"
H
D
P
E
FE109
G01
G01
G02
G08
G08
G08
G09
G14
G14
G14
G14
G14 G14 G14
JB400
G10
G21
G21
G22
G23
G24
NOTE:
CONSTRUCTION WITHIN THE OFFSITE DRAINAGE
CONVEYANCE MEASURE WILL NEED TO BE OBSERVED
DURING CONSTRUCTION BY STORMWATER SERVICES.
A TURNOVER MEETING MUST BE SCHEDULED ONCE THE
SYSTEM IS READY TO BE CONVEYED TO THE COUNTY.
JB301
G03
G04
2
4
"
H
D
P
E
G11; 20'
G11; 50'
15
"
H
D
P
E
JB108
MIN. 24" SUMP
MIN. 24" SUMP
MIN. 24"
SUMP
MIN. 24"
SUMP
MIN. 24"
SUMP
G25
G25
19
19
20
20
20
20
21
20
G03
PE121
PE120
15
"
H
D
P
E
TRENCH DRAIN 1 END
15" HDPE
TRENCH DRAIN 2 END
G26
GRADING & STORMWATER KEYNOTES
NUMBER DESCRIPTION
G01 24" CURB & GUTTER (TYP.)
G02 FLUSH CONCRETE STRIP (FOR A.D.A.)
G03 CONCRETE CRADLE WITH 6" MIN. CLEARANCE
G04 CLASS B RIP RAP DISSIPATER PAD (18" THICK)
G05 UNDERGROUND STORMWATER CONTROL MEASURE; REFER TO DETAILS
G08 VARIABLE WIDTH PRIVATE SCM ACCESS & MAINTENANCE EASEMENT
G09 ADA STALLS (MAX SLOPE 1:50)
G10 20' PRIVATE SEWER EASEMENT
G11 VARIABLE WIDTH PUBLIC DRAINAGE EASEMENT
G14 MATCH EXISTING PAVEMENT ELEVATION
G16 CONVERT EXISTING STRUCTURE TO NCDOT TRAFFIC BEARING JUNCTION BOX;
REFER TO STORM CHARTS
G21 8" PVC ROOF DRAIN (TYP.); MIN. COVER OF 2' AND MIN. SLOPE OF 1%
G22 EXISTING 36" LIVE OAK TREE TO REMAIN UNDISTURBED
G23 RETAINING WALL WITH 42" MINIMUM SAFETY RAILING AT ALL AREAS TALLER THAN 30"
(DESIGN BY OTHERS)
G24 NCDOT GUARDRAIL PER NCDOT DETAIL 862.02
G25 PROPOSED 20' PUBLIC DRAINAGE EASEMENT TO BE DEDICATED TO NCDOT.
G26 PROPOSED CFPUA UTILITY EASEMENT (SIZE TBD)
10'' W10'' W10'' W10'' W
CMF IPF 1"
Grass MedianConc.
TC
O
H
U
CTV
P
TTP
MK
F
C
TVP
T
TP
MB
MB
MBSign "Do Not Enter"
GV
Sign "Wrong Way"School Sign
Sign "Reserved Parking"
Info. Sign
Storm Inlet
Rim Elev. = 17.03'
Inv. Out = 14.33'
UCATVUCATV
UGT
GG
X X
OHP
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
UGT
X X
OHPOHP
O
H
P
O
H
P
O
H
P
OH
P
61101 - Inv. = 16.86'
18" RCP
Inv. = 16.11'
18" RCP
Inv. = 16.76'
18" RCP
Inv. = 16.36'
18" RCP
Inv. = 15.89'
12" CPP
Inv. = 15.82'
18" RCP - FES
Inv. = 15.97'
18" RCP
Inv. = 15.69'
61068-Storm Inlet
Rim Elev. = 19.06'
Inv. In (from 61101) = 16.43'
Inv. Out (to 61055) = 16.41'
18" RCP
19
18 18
19
18
19
18
16
18
16
18
20
1919
1618
19
19
19
19
18
18
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
3
.
0
-
G
R
A
D
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
6
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C3.0
GR
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
GRADING AND STORMWATER MANAGEMENT NOTES
1.ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY
TIMMONS GROUP, THE CURRENT REQUIREMENTS OF NEW HANOVER COUNTY, THE
APPLICABLE SECTIONS OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADWAY
CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS.
2.THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE
AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND
CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR TO THE
SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE
CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH CONDITIONS AND
CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEEN FIELD CONDITIONS AND
DESIGN PLANS ARE DISCOVERED, CONTRACTOR SHALL NOTIFY OWNER AND
ENGINEER IMMEDIATELY.
4.BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE
FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY NC 811. THE
LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE
AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND EXACT LOCATION OF ALL UTILITIES AND
UNDERGROUND STRUCTURES.
5.ALL EXISTING TREES, VEGETATION, PAVEMENTS, CONCRETE FOUNDATIONS,
STRUCTURES AND ORGANIC TOPSOIL SHALL BE STRIPPED AND REMOVED FROM NEW
CONSTRUCTION AREAS UNLESS NOTED OTHERWISE.
6.ALL SLOPES SHALL BE 2:1 (HORIZONTAL: VERTICAL) MAXIMUM UNLESS NOTED
OTHERWISE. ALL SLOPES 3:1 OR GREATER SHALL BE PERMANENTLY STABILIZED WITH
VEGETATION.
7.AN AS-BUILT DRAWING OF NEW UTILITY SERVICES MUST BE PREPARED BY THE
CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT.
8.ALL AREAS NOT PAVED SHALL BE TOP SOILED, SEEDED, SODDED, MULCHED AND/OR
LANDSCAPE UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DRAWINGS, SITE
SPECIFICATIONS OR INSTRUCTED BY THE OWNER.
9.CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT PREPARED BY
GEOTECHNOLOGIES, INC PRIOR TO INITIATION OF ANY EARTHWORK ACTIVITY.
10.ALL ELEVATIONS SHOWN ARE REFERENCED TO BENCHMARKS ON THE PROJECT
SURVEY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR AT GROUNDBREAKING.
11.ALL SPOT ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND SURFACE
UNLESS NOTED OTHERWISE.
12.CONTRACTOR SHALL REFERENCE DETAILED BUILDING PLANS FOR EXACT BUILDING
DIMENSIONS, ELEVATIONS, AND UTILITY CONNECTION POINTS.
13.CONTRACTOR SHALL COORDINATE FUEL ISLAND CANOPY DRAINS CONNECTION TO
THE MAIN COLLECTOR PIPE WITH THE SHEETZ CONSTRUCTION MANAGER AND
PROVIDE ALL NECESSARY FITTINGS TO MAKE THE CONNECTION TO THE MAIN
COLLECTOR PIPE.
14.CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER PIPE, MANHOLES,
AND INLETS TO THE SHEETZ CONSTRUCTION MANAGER FOR APPROVAL.
15.AN AS-BUILT DRAWING OF NEW UTILITY SERVICES SHALL BE PROVIDED BY THE
CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT.
16.ALL STORM PIPE SHALL BE AS SPECIFIED. ALL JOINTS SHALL BE WATERTIGHT.
17.ALL STORM STRUCTURES ADJACENT TO CURBS SHALL BE NCDOT STANDARD.
18.ALL STORM STRUCTURES DIRECTLY DOWN GRADIENT OF THE FUEL PUMP PAD OR
UNDERGROUND STORAGE TANKS SHALL HAVE A SUMP AND BMP FEATURE (FOR
EXAMPLE 'SNOUT') INSTALLED ON THE OUTFLOW PIPE.
19.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR
OTHER PERTINENT INFORMATION.
N
A
D
8
3
0
SCALE 1"=30'
60'30'
INSET - SCALE 1" = 30'
STORM PIPE TABLE
FROM - TO
- EW200
CB101 -
CB102 - CB101
CB103 - CB101
CB104 - CB101
CB105 -
CB106 -
CB107 -
FE109 - JB108
JB108 -
JB301 - FE300
PE121 - PE120
TRENCH DRAIN 1 END - CB102
TRENCH DRAIN 1 START - TRENCH DRAIN 1 END
TRENCH DRAIN 2 END - CB107
TRENCH DRAIN 2 START - TRENCH DRAIN 2 END
YI302 - JB301
UPSTREAM
INVERT
10.50'
15.62'
15.95'
17.38'
16.00'
15.63'
15.57'
16.50'
17.80'
16.20'
13.48'
17.80'
17.39'
18.10'
17.02'
17.48'
14.32'
DOWNSTREAM
INVERT
10.24'
14.50'
15.72'
17.10'
15.72'
15.50'
15.50'
15.50'
16.40'
15.50'
13.00'
16.62'
16.90'
17.49'
16.70'
17.22'
13.68'
SLOPE
0.85%
0.50%
0.50%
0.50%
0.50%
1.00%
1.00%
2.81%
4.25%
2.00%
0.40%
1.00%
0.50%
1.00%
1.00%
1.00%
0.40%
LENGTH
31.02 LF
224.90 LF
47.05 LF
55.11 LF
55.12 LF
13.10 LF
6.55 LF
35.57 LF
32.95 LF
34.94 LF
121.22 LF
118.46 LF
97.04 LF
61.12 LF
32.26 LF
25.77 LF
160.64 LF
DIA.
24"
24"
18"
15"
18"
15"
15"
15"
15"
15"
24"
18"
15"
15"
15"
15"
24"
MATERIAL
RCP
HDPE
HDPE
RCP
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
RCP
HDPE
HDPE
HDPE
HDPE
HDPE
DESCRIPTION
CLASS III; SINGLE OFFSET O-RING
24" HDPE
18" HDPE
CLASS IV
18" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
24" HDPE
CLASS IV
15" HDPE
TRENCH DRAIN 1; DURASLOT XL HEAVY TRAFFIC
15" HDPE
TRENCH DRAIN 2; DURASLOT XL HEAVY TRAFFIC
24" HDPE
STORM STRUCTURE TABLE
STR. #
CB101
CB102
CB103
CB104
CB105
CB106
CB107
EW200
FE109
FE300
JB108
JB301
JB400
PE120
PE121
YI302
TOP
20.61'
19.62'
20.31'
19.72'
20.00'
19.57'
20.71'
12.57'
19.24'
14.38'
21.09'
19.83'
20.71'
18.32'
19.51'
16.49'
INV. IN
15.72' (18" HDPE FROM CB102)
15.72' (18" HDPE FROM CB104)
17.10' (15" RCP FROM CB103)
16.90' (15" HDPE FROM TRENCH DRAIN 1 END)
16.70' (15" HDPE FROM TRENCH DRAIN 2 END)
10.24' (24" RCP FROM )
13.00' (24" HDPE FROM JB301)
16.40' (15" HDPE FROM FE109)
13.68' (24" HDPE FROM YI302)
14.79' (18" RCP FROM 61747)
16.62' (18" RCP FROM PE121)
INV. OUT
15.62' (24" HDPE TO )
15.95' (18" HDPE TO CB101)
17.38' (15" RCP TO CB101)
16.00' (18" HDPE TO CB101)
15.63' (15" HDPE TO )
15.57' (15" HDPE TO )
16.50' (15" HDPE TO )
17.80' (15" HDPE TO JB108)
16.20' (15" HDPE TO )
13.48' (24" HDPE TO FE300)
14.66' (18" RCP TO 61873)
17.80' (18" RCP TO PE120)
14.32' (24" HDPE TO JB301)
DESCRIPTION
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 838.80 CONCRETE ENDWALL
FLARED END SECTION
NCDOT PIPE END 310.02
NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX
NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX
NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX
NCDOT PIPE END 310.02
NCDOT PIPE END 310.02
SLAB TOP YARD INLET
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
3
.
0
-
G
R
A
D
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
6
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C3.01
ST
O
R
M
T
A
B
L
E
S
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
NOTES:
1.TOP REFERS TO:
1.1.CATCH BASIN: TOP OF CURB
1.2.YARD INLET / DROP INLET: SILL
10'' W10'' W
IRF 1/2"
@ End of Fence
T
TP
TP
MKF
TTP
SPIGOT
Pet Waste Can
Sign "Speed Limit 25"
CMF
Gate
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
Sign "Speed Limit 45"
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
IRF - Angle Iron
VU
UG Cable MarkIRF 5/8"
IRF 1/2"
IPF 1/2"
IRF 3/4"
MB
MB
Grass Median
Grass Median
Conc.
61873
61627
61624
Gravel
Dirt
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Frank Devenero
& Nick Devenero
PARID: R07100-003-025-000
MAPID: 313405.27.1684.000
DB 1790 PG 435
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
IPF 1/2"1 Story Block Garage
Metal
Carpo
r
t
T
TP
TTP
6' Metal Fence
TC
TC
OH
U
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
D
EM
MKF
MKG
MKF
IPF 1/2"
Road Name Sign
D
D
Sign "Do Not Enter"
X X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP
UC
A
T
V
X
X
X
X
X
X
X
X
X
X
X
X
UCATVUCATVUCATVUCATVUCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UGTUGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X X X
OHP
O
H
P
O
H
P
O
H
P
O
H
P
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGTUGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Beginning
IRF 3/4" - Buried 1.8'
N: 147,608.62'
E: 2,331,803.19'
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'Inv. = 9.31'
62612 - Inv. = 10.35'
60263 - Inv. = 12.33'
FES - Inv. = 18.96'
FES - Inv. = 1873'
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
60394-Storm Inlet
Rim Elev. = 19.83'
Inv. (NW) = 11.19'
Inv. (SE) = 11.02'
Inv. (SW) = 10.96'
61068-Storm Inlet
Rim Elev. = 19.06'
Inv. In (from 61101) = 16.43'
Inv. Out (to 61055) = 16.41'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
1
3
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
48
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP18" RCP
18" RCP
19
19
20
21
20
23
19
17
18
17
1
8
1819
1717
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
W
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
FM
FM
FM
FM
FM
FM
RD RD RD
DS
RD
RD RD RD
DS
DS
DS
RD RD
RD
DS DS DS DS DS
DS
19
W W W
W
W
W
W
W
W
W
G G
G
G
G
G
STANDARD
UST FIELD
VA
N
ST
O
P
NEW SHEETZ STORE
6139 SQ. FT.
FFE: 22.50'
20
19 20 21 22
21
21
21
22
20
20
20
18
18
19
19
17
17
20
19
20
21
22
2
1
21
19
20
21
15
20
16171819
11 1
010
15
14
1617 18
19
2
0
20 20
19
2
1
21
2
1
20
20 20
2
1 21 20
17
17
18
18
19
21
22
21
22
20 19
21
19
21
21
21
21
21
21
20
1617
2021
1315 1
5
22 22
CB107
CB101
CB103
FE300
CB105
CB104
CB102
CB106
YI302
EW200
TR 36 LIVE OAK
18
17
19
18
2
1
18
16
FE109
JB400
JB301
TC
21.33'
TC
22.10'
TC
22.00'
TC
20.47'
TC
20.77'
TC
21.38'
TC - LP
20.61'
TC - LP
20.21'
PVMT
20.58'
TC - LP
19.57'
TC - LP
19.57'
TC - LP
20.00'
TC - LP
20.71'
TC
22.00'TC
22.68'TC
21.67'
TC
21.00'TC
22.05'
TC
22.38'
FC
22.15'
FC
22.27'
FC
22.31'
FC
22.36'
FC
22.35'
FC
22.35'
TC
22.50'
TI 21.27'
TP 20.85'
TI 21.53'
TP 21.11'TI 21.79'
TP 21.37'
TI 21.79'
TP 21.37'TI 21.53'
TP 21.11'TI 21.27'
TP 20.85'
TP 20.91'
TP 20.78'TP 21.05'
TP 21.18'TP 21.44'
TP 21.31'
TP 21.44'
TP 21.31'TP 21.05'
TP 21.18'TP 20.92'
TP 20.79'
EP 20.64'
EP - M.E.
21.01'
EP - M.E.
19.32'
TC
20.95'
TC
21.53'
TC - M.E.
19.56'
TC - M.E.
19.94'
FC
20.95'
FC
20.96'
GND
21.11'
GND
21.11'
TC
21.26'TC
21.37'
TC
22.50'
TC
22.50'
FFE=22.50'
FFE=22.50'
FFE=22.50'
FFE=22.50'
FFE=22.50'
SWK
22.35'
SWK
22.35'SWK
22.38'
SWK
22.22'
SWK
22.40'
EP - M.E.
19.06'
EP - M.E.
20.10'
EP - M.E.
21.03'
EP
20.50'
EP
20.32'
EP
20.80'EP
20.03'TP - M.E. 20.71'TP - M.E. 20.25'
TC
20.45'
TC
19.80'
TP 20.59'
TP 20.91'
TP 20.91'
TP 20.59'
TP 21.34'
TP 21.66'
TC
22.32'
TC
20.71'
TC
21.11'TC
20.81'
MA
T
C
H
L
I
N
E
-
R
E
F
E
R
T
O
I
N
S
E
T
REVERSE CRO
W
N
R
E
V
E
R
S
E
C
R
O
W
N
CRO
W
N
CROWN
CROWN
CR
O
W
N
CROW
N
CR
O
W
N
CR
O
W
N
TC
21.36'
TC
19.73'
TC
21.48'
TW
20.03'
TW
19.00'
TW
19.00'BW
19.37'
BW
18.32'BW
14.52'
TC
22.43'
TC
22.34'
TC - LP
19.72'
20
JB108
24" MIN. SUMP
24" MIN.
SUMP
24" MIN.
SUMP
24" MIN.
SUMP
24" MIN. SUMP
TP 19.40'
PE121
PE120
TC
20.76'
REVERSE CROWN
TC
21.11'
TC
21.67'
TC
20.91'
TC
21.40'
CROWN
TC
22.49'
PVMT
21.78'
TC
20.66'TC
20.26'
TC
22.22'
FC
21.66'
TC
21.35'
FC
20.84'
TC
20.94'
TC
20.82'
TC
20.63'
TC
20.28'
TC
19.93'
TC
21.23'
TC
22.52'
TC
22.55'
TC
22.00'
TC
21.85'TC
21.97'
TC
22.16'
TC
22.55'
19
19
20
20
20
2020
21
EP - M.E.
20.87'
EP - M.E.
20.24'
EP - M.E.
19.75'
EP - M.E.
19.23'
EP
19.17'
EP
19.16'
EP
19.64'
SWK
22.40'
TRENCH DRAIN 1 END
TRENCH DRAIN 2 END
10'' W10'' W10'' W10'' W
CMF IPF 1"
Grass MedianConc.
TC
O
H
U
O
H
U
O
H
U
WVW
V CTV
P
TTP
MK
F
C
TVP
T
TP
C
TVP
MB
MB
MBSign "Do Not Enter"
GV
Sign "Wrong Way"School Sign
Sign "Reserved Parking"
Info. Sign Stop
Sign
Storm Inlet
Rim Elev. = 17.03'
Inv. Out = 14.33'
UCATVUCATVUCATVUCATV
UGT
UGT
GG
X X X
OHP
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
UGTUGT
X X
OHPOHP
O
H
P
OH
P
OH
P
OH
P
OH
P
OH
P
61101 - Inv. = 16.86'
18" RCP
Inv. = 16.11'
18" RCP
Inv. = 16.76'
18" RCP
Inv. = 16.36'
18" RCP
Inv. = 15.89'
12" CPP
Inv. = 15.82'
18" RCP - FES
Inv. = 15.97'
18" RCP
Inv. = 15.69'
61068-Storm Inlet
Rim Elev. = 19.06'
Inv. In (from 61101) = 16.43'
Inv. Out (to 61055) = 16.41'
61055-Drainage Manhole
18" RCP
15" RCP19
18 18
19
18
19
18
19
16
18
16
18
20
1919
1618
19
19
19
19
18
18
EP - M.E.
18.30'
EP - M.E.
19.06'
EP
18.38'
EP
18.64'
MA
T
C
H
L
I
N
E
-
R
E
F
E
R
T
O
I
N
S
E
T
EP - M.E.
18.48'
EP - M.E.
18.68'
FM
DS
RD
RD
DS
DS
21
22
TP 21.89'TP 22.19'
TP 22.15'
TP 21.95'
-1.28%
RD
RD
RD
DS
VA
N
22
22
TP 21.99'
TP 21.99'
FC
22.35'
FC
22.35'
-1.80%
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
3
.
1
-
S
P
O
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
6
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C3.1
SP
O
T
G
R
A
D
I
N
G
P
L
A
N
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
GRADING AND STORMWATER MANAGEMENT NOTES
1.ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS
PREPARED BY TIMMONS GROUP, THE CURRENT REQUIREMENTS OF NEW
HANOVER COUNTY, THE APPLICABLE SECTIONS OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER
PERTINENT FEDERAL AND STATE LAWS.
2.THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE
FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING
SAFETY AND HEALTH.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND
CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR
TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED
TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH
CONDITIONS AND CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEEN
FIELD CONDITIONS AND DESIGN PLANS ARE DISCOVERED, CONTRACTOR
SHALL NOTIFY OWNER AND ENGINEER IMMEDIATELY.
4.BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN
THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY
NC 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES
ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT LOCATION
OF ALL UTILITIES AND UNDERGROUND STRUCTURES.
5.ALL EXISTING TREES, VEGETATION, PAVEMENTS, CONCRETE FOUNDATIONS,
STRUCTURES AND ORGANIC TOPSOIL SHALL BE STRIPPED AND REMOVED
FROM NEW CONSTRUCTION AREAS UNLESS NOTED OTHERWISE.
6.ALL SLOPES SHALL BE 2:1 (HORIZONTAL: VERTICAL) MAXIMUM UNLESS
NOTED OTHERWISE. ALL SLOPES 3:1 OR GREATER SHALL BE PERMANENTLY
STABILIZED WITH VEGETATION.
7.AN AS-BUILT DRAWING OF NEW UTILITY SERVICES MUST BE PREPARED BY
THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF
THE PROJECT.
8.ALL AREAS NOT PAVED SHALL BE TOP SOILED, SEEDED, SODDED, MULCHED
AND/OR LANDSCAPE UNLESS OTHERWISE NOTED IN THE CONSTRUCTION
DRAWINGS, SITE SPECIFICATIONS OR INSTRUCTED BY THE OWNER.
9.CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT PREPARED BY
GEOTECHNOLOGIES, INC PRIOR TO INITIATION OF ANY EARTHWORK
ACTIVITY.
10.ALL ELEVATIONS SHOWN ARE REFERENCED TO BENCHMARKS ON THE
PROJECT SURVEY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR AT
GROUNDBREAKING.
11.ALL SPOT ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND
SURFACE UNLESS NOTED OTHERWISE.
12.CONTRACTOR SHALL REFERENCE DETAILED BUILDING PLANS FOR EXACT
BUILDING DIMENSIONS, ELEVATIONS, AND UTILITY CONNECTION POINTS.
13.CONTRACTOR SHALL COORDINATE FUEL ISLAND CANOPY DRAINS
CONNECTION TO THE MAIN COLLECTOR PIPE WITH THE SHEETZ
CONSTRUCTION MANAGER AND PROVIDE ALL NECESSARY FITTINGS TO
MAKE THE CONNECTION TO THE MAIN COLLECTOR PIPE.
14.CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER PIPE,
MANHOLES, AND INLETS TO THE ENGINEER OF RECORD FOR APPROVAL.
15.AN AS-BUILT DRAWING OF NEW UTILITY SERVICES SHALL BE PROVIDED BY
THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF
THE PROJECT.
16.ALL STORM PIPE SHALL BE AS SPECIFIED. ALL JOINTS SHALL BE
WATERTIGHT.
17.ALL STORM STRUCTURES ADJACENT TO CURBS SHALL BE NCDOT
STANDARD.
18.ALL STORM STRUCTURES DIRECTLY DOWN GRADIENT OF THE FUEL PUMP
PAD OR UNDERGROUND STORAGE TANKS SHALL HAVE A SUMP AND BMP
FEATURE (FOR EXAMPLE 'SNOUT') INSTALLED ON THE OUTFLOW PIPE.
STRUCTURES DOWN GRADIENT OF THE FUEL PUMP ARE: JB301, FE300,
EW200, CB106.
19.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION
SET FOR OTHER PERTINENT INFORMATION.
N
A
D
8
3
0
SCALE 1"=30'
60'30'
INSET - SCALE 1" = 30'
NOTES:
1.TOP REFERS TO:
1.1.CATCH BASIN: TOP OF CURB
1.2.YARD INLET / DROP INLET: SILL
ADA PARKING INSET #1:
1"=20'
ADA PARKING INSET #2:
1"=20'
SPOT ELEVATION LEGEND
TC = TOP OF CURB
ME = MATCH EXISTING
GND = GROUND
SWK = SIDEWALK
TW = TOP OF WALL
BW = BOTTOM OF WALL
HP = HIGH POINT
LP = LOW POINT
FC = FLUSH CURB
EOP = EDGE OF PAVEMENT
TP = TOP OF PAVEMENT
TI = TOP OF ISLAND
FL = FLOW LINE
ADA INSET #1 ADA INSET #2
GGGGG
UCATVUCATVUCATVUCATVUCATV
UC
A
T
V
UCATVUCATVUCATVUCATV
Inv. = 9.31'
62612 - Inv. = 10.35'
18
1
9
2
0
2
12
0
2
1
2
1
20
18
20
15
1
8
19
18
20
2
0
19
1
3
1
6
16
12 19
WWWW
SAN
RD RD
RD RD
RD
RD
RD
DS DS
DS
W
W W W W
W
W
W
W
W
W
W
W
W
W
W
G
G G G
G
G
G
G
G
G
G
VA
N
NEW SHEETZ STORE
6139 SQ. FT.
FFE: 22.50'
11 1
010
15
14
16
17
18
19
20
19
21
20
21 20
17
17
18
18
19
21
22
21
22
20
21
21
21
21
20
13
15 1
5
22
CB107
FE300
CB105
CB106
15"
H
D
P
E
15" HDPE
15" HDPE
24"
R
C
P
24" HDPE
ADS BAYFILTER
VARIABLE WIDTH
SCM ACCESS &
MAINTENANCE
EASEMENT
TOP OF MC-3500 CHAMBER (17.83')
BOTTOM OF MC-3500 CHAMBER (14.08')
15
"
H
D
P
E
24" MIN. SUMP
24" MIN. SUMP
JB108
15
"
H
D
P
E
24" MIN. SUMP
24" MIN. SUMP
CONTROL WEIR
(REFER TO DETAIL)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
S
C
M
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
6
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C3.2
SC
M
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
N
A
D
8
3
UNDERGROUND DETENTION SCM - PLAN VIEW
SCALE: 1"=20'
CONTROL WEIR DETAIL
(NTS)
1.30'15.40'
10.50'
18.50'TOP OF BOX
OVERFLOW WEIR
1.30' NOTCH WEIR (ELEV. 15.40')
15.39'
15.39' WATER QUALITY ELEVATION;
1.5" FIRST FLUSH VOLUME IS BELOW FIRST
WEIR. THIS VOLUME IS ROUTED THROUGH THE
BAYFILTER FOR WATER QUALITY TREATMENT.
ANY STORM EVENT ABOVE THE FIRST FLUSH
IS CONTROLLED WITH THE ORIFICE PLATES
PERFORATIONS / OPENINGS TO CONTROL
RATE OF STORMWATER RUNOFF.
1.10'1.10'
17.50'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
S
C
M
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
6
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
C3.3
SC
M
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
T
TP
TP
MKF
TTP
W
WELL
SPIGOT
SPIGOT
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
4' Wire FenceBusiness Sign
Sign "Speed Limit 45"
4
'
W
i
r
e
F
e
n
c
e
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
VU
UG Cable Mark
MB
MB
MB
Grass Median
Grass Median
C
TVP
61873
61627
61624
60360
LS Tim
b
e
r
LS
T
i
m
b
e
r
LS
T
i
m
b
e
r
Wall
Gravel
Dirt
Di
r
t
R
o
a
d
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756 1 Story Block Garage
Metal
Carpo
r
t
Wood F
r
a
m
e
Buildin
g
AC
1 Story Brick House
AC
EM
T
TP
TTP
6' Metal Fence
TC
OH
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
D
EM
MKF
MKG
MKF
WM
C/L of Neighbors Driveway
Scaled from MB 42 PG 346
DB 3421 PG 641
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
X
X
X
X
X
X
X
XXXXX
X
XXXXXX
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP X
XXX
UC
A
T
V
O
H
P
O
H
P
O
H
P
O
H
P
X
X
X
X
OH
P
OH
P
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV UCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Gr
a
v
e
l
Grav
e
l
Gr
a
v
e
l
Gate
CONCRETE
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'Inv. = 9.31'
62612 - Inv. = 10.35'
60263 - Inv. = 12.33'
FES - Inv. = 18.96'
FES - Inv. = 1873'
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
4' Wire Fence
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
Mulch Pile
To
p
o
f
B
a
n
k
To
e
o
f
B
a
n
k
M
u
l
c
h
/
D
i
r
t
P
i
l
e
s
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Top o
f
B
a
n
k
Toe of
B
a
n
k
Contamination Area
Scaled from PB 42 PG 346
Stacked
Pine Straw
62544 - Inv. = 18.10'
62544 - Inv. = 17.66'
60394-Storm Inlet
Rim Elev. = 19.83'
Inv. (NW) = 11.19'
Inv. (SE) = 11.02'
Inv. (SW) = 10.96'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
60359-Drainage Manhole
Rim Elev. = 20.25'
Inv. (B.O.B) = 11.38'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
Asphalt
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
W
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
62210 Rim = 18.56'
Inv. In = 14.79'
Inv. Out = 14.66'
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
L
O
D
LOD
LOD
LOD
LOD
L
O
D
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LODLODLOD
LOD LOD LOD
LO
D
LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
LO
D
LOD
LOD
LOD
L
O
D
LO
D
TP
F
TPF
T
P
F
TPF
TPF
TPF
TPF
TP
F
TPF
TPF TPF TPF T
P
F
TPF
TP
F
TP
F
TP
F
TP
F
TPF
TPF TP
F
TP
F
TPF
LOD LOD LOD LOD LOD
LOD LOD LOD
LO
D
LODLODLODLODLODLODLODLOD
SF SF SF SFSFSF
SF
SF SF
SF
SFSF
TPF
SF SF SF SFSFSF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSF
SF
SF
EC101
EC101
EC101
EC101
EC101
EC101
EC101
EC101
EC101
EC102
EC102
EC103
EC103
EC103
EC103
EC104
EC105
EC105
EC107
EC110
EC111
EC112
EC113
EC116
EC118
EC119
EC106
EC103
EC101
11
15
13
11
15
13
11
16
1
7
11
16
1414
13
EC105
EC105
EC102
EC105 EC101
TDD100 DRAINAGE AREA
SEDIMENT BASIN
DRAINAGE AREA
EC114
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY AND NCDEQ STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL
TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE
CONTRACTOR TO FINES AND PENALTIES ISSUED BY DEQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION. FAILURE
TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PLAN OR GRADE
CHANGES, MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK
DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE SUPERVISION OF
THE GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITIES
SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND
FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION. ALL
EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TO
COMMENCING ACTIVITY ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK
DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND
AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT
RUNOFF.
10.PROVIDE NCDEQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE EXCAVATED SOIL
FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN UPLAND AREA. IF AN OFFSITE
BORROW OR SPOIL SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE
MUST BE INCLUDED IN THE LAND DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE
LOCATION OF ALL EXCAVATED SOILS USED FOR THIS PROJECT TO NCDEQ. THIS AREA MUST ALSO
BE AN UPLAND AREA.
11.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE STRUCTURE.
12.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM REQUIREMENTS.
13.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, ENFORCEMENT
OFFICER, OR OTHER GOVERNING AGENCY.
NOTES:
·STABILIZE LOWER PERIMETER UPON SEDIMENT BASIN CONSTRUCTION COMPLETION.
·MAINTAIN SILT FENCE AS INDICATED ON THE PLANS WITH SILT FENCE OUTLETS AT THE LOW
POINTS IN THIS PHASE.
·THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM WATER
OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRS OF A .5 INCH
RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE
INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95%
VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING A
RAIN GAUGE IS REQUIRED TO BE ON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR
CONDUCTING “SELF INSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND
STABILIZATION MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE “SELF INSPECTION”
REPORTS WILL BE MAINTAINED ALONG WITH THE “NPDES” INSPECTION REPORTS. ONCE
STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE FORWARDED TO EAD
AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR
IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES
WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND
SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, AND NPDES CONSTRUCTION PERMIT WILL
BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR
BROUGHT ONSITE, THE APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION
SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED.
PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:
1.OWNER/DEVELOPER/CONTRACTOR SHALL OBTAIN A COPY OF THE APPROVED EROSION CONTROL
PLAN AND MAINTAIN A COPY OF THE PLAN ON SITE THROUGHOUT DURATION OF CONSTRUCTION.
2.PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR MUST LOCATE ALL EXISTING UTILITIES
(PUBLIC AND PRIVATE). CONTACT THE ENGINEER IF ANY CONFLICTS ARISE.
3.OWNER/CONTRACTOR SHALL NOTIFY NEW HANOVER COUNTY ENGINEERING SPECIALIST, BETH
WETHERILL, AT (910) 798-7432 A MINIMUM OF 72 HOURS BEFORE START OF CONSTRUCTION ON
EACH PHASE.
4.BEGIN CLEARING, DEMOLITION, AND LAND DISTURBING ACTIVITIES ONLY AS REQUIRED TO INSTALL
PERMITTED PHASE 1 EROSION CONTROL MEASURES.
5.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SILT FENCE OUTLETS, SEDIMENT BASIN, AND
TEMPORARY DIVERSION DITCH AS INDICATED ON PLAN.
6.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER OPERATION.
INSTALL ADDITIONAL EROSION CONTROL MEASURES IF DETERMINED NECESSARY BY INSPECTOR.
7.INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND AT LEAST ONCE PER
WEEK. REPAIR AND CLEAN OUT AS REQUIRED.
8.NOTIFY NEW HANOVER COUNTY ENGINEERING SPECIALIST, BETH WETHERILL, FOR AN INSPECTION
AFTER SKIMMER SEDIMENT BASIN AND DIVERSION DITCHES HAVE BEEN INSTALLED.
9.PROCEED TO PHASE 2 OF THE EROSION CONTROL SEQUENCE WHEN PHASE 1 MEASURES HAVE
BEEN COMPLETED, INSPECTED, AND APPROVED.
EROSION CONTROL PLAN - PHASE I KEYNOTES
NUMBER DESCRIPTION
EC101 LIMITS OF DISTURBANCE
EC102 SILT FENCE; REFER TO DETAIL (TYP).
EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC104 TEMPORARY 25' X 50' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC105 TEMPORARY INLET PROTECTION/HORSESHOE INLET
PROTECTION; REFER TO DETAIL (TYP.)
EC106
SKIMMER SEDIMENT BASIN #1
DRAINAGE AREA = 3.06 AC; DIST AREA = 3.06 AC
REQ'D SURFACE AREA = 2967 SF; REQ'D STORAGE = 5508 CF
PROV'D SURFACE AREA = 3,458 SF; PROV'D STORAGE = 5,582 CF
(OR EQUIVALENT SURFACE AREA & VOLUME)
PROVIDE 1.5" SKIMMER W/ 1.25" DIA. ORIFICE ON
4'X5'X1.5'D CLASS A PAD; TETHER TO BERM
INV=11.00'
EC107
TEMP. DIVERSION DITCH #100
LENGTH = 191'; DRAINAGE AREA = 0.36 AC; S = 3.1%
Q10 = 1.1 CFS; V10 = 3.37 FPS
D10 = 0.50; T = 1.3 #/SF
USE 0.50' FBD' 1.00' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC110 37 LF OF 4" PVC INV.= 11'
EC111 3 POROUS BAFFLES
EC112
10' WIDE SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER
OR 50 MIL HEAVY DUTY SILVER TARP
TOP=14.5 CREST=13
EC113 3:1 SIDE SLOPE
EC114 CLASS A RIP RAP DISSIPATER PAD OVER FILTER FABRIC
EC116
TREE PROTECTION FENCE. PROTECTIVE ORANGE FENCING
SURROUNDING THE PROTECTIVE BUFFER AREAS PLUS 10' AND
AROUND TREE SAVE AREAS AT THE DRIP LINE; REFER TO DETAIL
EC118 SKIMMER; TO BE PLACED ON 4' X 4' ROCK BENCH OF RIPRAP
OVER FILTER FABRIC
EC119 TEMPORARY STOCKPILE
EC120 CONCRETE WASH OUT AREA
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SF SF SF SILT FENCE
TEMPORARY INLET PROTECTION
TPF TPF TREE PROTECTION FENCE
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
SKIMMER
HORSESHOE INLET PROTECTION
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
4
.
0
-
E
R
O
1
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
6
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C4.0
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
-
P
H
A
S
E
I
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
SKIMMER SEDIMENT BASIN MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO
ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE
EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. REPAIR BAFFLES IF THEY ARE DAMAGED.
RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE
IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND
RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK
THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. IF THE SKIMMER ARM OR BARREL PIPE IS
CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER.
BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND
MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS,
AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. FREEZING WEATHER CAN RESULT IN ICE
FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING
WITH ICE.
BAFFLES MAINTENANCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. BE SURE TO
MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR
BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES
DURING CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE
DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
C4
.
0
IN
S
E
T
A
MA
T
C
H
L
I
N
E
C
4
.
1
C4
.
1
IN
S
E
T
B
MA
T
C
H
L
I
N
E
C
4
.
0
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY AND NCDEQ STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL
TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE
CONTRACTOR TO FINES AND PENALTIES ISSUED BY DEQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION. FAILURE
TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PLAN OR GRADE
CHANGES, MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK
DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE SUPERVISION OF
THE GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITIES
SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND
FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION. ALL
EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TO
COMMENCING ACTIVITY ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK
DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND
AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT
RUNOFF.
10.PROVIDE NCDEQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE EXCAVATED SOIL
FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN UPLAND AREA. IF AN OFFSITE
BORROW OR SPOIL SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE
MUST BE INCLUDED IN THE LAND DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE
LOCATION OF ALL EXCAVATED SOILS USED FOR THIS PROJECT TO NCDEQ. THIS AREA MUST ALSO
BE AN UPLAND AREA.
11.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE STRUCTURE.
12.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM REQUIREMENTS.
13.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, ENFORCEMENT
OFFICER, OR OTHER GOVERNING AGENCY.
NOTES:
·STABILIZE LOWER PERIMETER UPON SEDIMENT BASIN CONSTRUCTION COMPLETION.
·MAINTAIN SILT FENCE AS INDICATED ON THE PLANS WITH SILT FENCE OUTLETS AT THE LOW
POINTS IN THIS PHASE.
·THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM WATER
OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRS OF A .5 INCH
RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE
INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95%
VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING A
RAIN GAUGE IS REQUIRED TO BE ON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR
CONDUCTING “SELF INSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND
STABILIZATION MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE “SELF INSPECTION”
REPORTS WILL BE MAINTAINED ALONG WITH THE “NPDES” INSPECTION REPORTS. ONCE
STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE FORWARDED TO EAD
AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR
IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES
WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND
SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, AND NPDES CONSTRUCTION PERMIT WILL
BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR
BROUGHT ONSITE, THE APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION
SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED.
PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:
1.OWNER/DEVELOPER/CONTRACTOR SHALL OBTAIN A COPY OF THE APPROVED EROSION CONTROL
PLAN AND MAINTAIN A COPY OF THE PLAN ON SITE THROUGHOUT DURATION OF CONSTRUCTION.
2.PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR MUST LOCATE ALL EXISTING UTILITIES
(PUBLIC AND PRIVATE). CONTACT THE ENGINEER IF ANY CONFLICTS ARISE.
3.OWNER/CONTRACTOR SHALL NOTIFY NEW HANOVER COUNTY ENGINEERING SPECIALIST, BETH
WETHERILL, AT (910) 798-7432 A MINIMUM OF 72 HOURS BEFORE START OF CONSTRUCTION ON
EACH PHASE.
4.BEGIN CLEARING, DEMOLITION, AND LAND DISTURBING ACTIVITIES ONLY AS REQUIRED TO INSTALL
PERMITTED PHASE 1 EROSION CONTROL MEASURES.
5.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SILT FENCE OUTLETS, SEDIMENT BASIN, AND
TEMPORARY DIVERSION DITCH AS INDICATED ON PLAN.
6.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER OPERATION.
INSTALL ADDITIONAL EROSION CONTROL MEASURES IF DETERMINED NECESSARY BY INSPECTOR.
7.INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND AT LEAST ONCE PER
WEEK. REPAIR AND CLEAN OUT AS REQUIRED.
8.NOTIFY NEW HANOVER COUNTY ENGINEERING SPECIALIST, BETH WETHERILL, FOR AN INSPECTION
AFTER SKIMMER SEDIMENT BASIN AND DIVERSION DITCHES HAVE BEEN INSTALLED.
9.PROCEED TO PHASE 2 OF THE EROSION CONTROL SEQUENCE WHEN PHASE 1 MEASURES HAVE
BEEN COMPLETED, INSPECTED, AND APPROVED.
EROSION CONTROL PLAN - PHASE I KEYNOTES
NUMBER DESCRIPTION
EC101 LIMITS OF DISTURBANCE
EC102 SILT FENCE; REFER TO DETAIL (TYP).
EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC104 TEMPORARY 25' X 50' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC105 TEMPORARY INLET PROTECTION/HORSESHOE INLET
PROTECTION; REFER TO DETAIL (TYP.)
EC106
SKIMMER SEDIMENT BASIN #1
DRAINAGE AREA = 3.06 AC; DIST AREA = 3.06 AC
REQ'D SURFACE AREA = 2967 SF; REQ'D STORAGE = 5508 CF
PROV'D SURFACE AREA = 3,458 SF; PROV'D STORAGE = 5,582 CF
(OR EQUIVALENT SURFACE AREA & VOLUME)
PROVIDE 1.5" SKIMMER W/ 1.25" DIA. ORIFICE ON
4'X5'X1.5'D CLASS A PAD; TETHER TO BERM
INV=11.00'
EC107
TEMP. DIVERSION DITCH #100
LENGTH = 191'; DRAINAGE AREA = 0.36 AC; S = 3.1%
Q10 = 1.1 CFS; V10 = 3.37 FPS
D10 = 0.50; T = 1.3 #/SF
USE 0.50' FBD' 1.00' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC110 37 LF OF 4" PVC INV.= 11'
EC111 3 POROUS BAFFLES
EC112
10' WIDE SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER
OR 50 MIL HEAVY DUTY SILVER TARP
TOP=14.5 CREST=13
EC113 3:1 SIDE SLOPE
EC114 CLASS A RIP RAP DISSIPATER PAD OVER FILTER FABRIC
EC116
TREE PROTECTION FENCE. PROTECTIVE ORANGE FENCING
SURROUNDING THE PROTECTIVE BUFFER AREAS PLUS 10' AND
AROUND TREE SAVE AREAS AT THE DRIP LINE; REFER TO DETAIL
EC118 SKIMMER; TO BE PLACED ON 4' X 4' ROCK BENCH OF RIPRAP
OVER FILTER FABRIC
EC119 TEMPORARY STOCKPILE
EC120 CONCRETE WASH OUT AREA
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SF SF SF SILT FENCE
TEMPORARY INLET PROTECTION
TPF TPF TREE PROTECTION FENCE
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
SKIMMER
HORSESHOE INLET PROTECTION
10'' W10'' W10'' W10'' W
UG Cable Mark
UG Cable Mark
EM
Gate
4
'
W
i
r
e
F
e
n
c
e
TC
TC
TC
Road Name Sign
VU
VU
C
TVP
T
TP
Grass Median
Grass MedianConc.
8'' SAN8'' SAN
SSMH
Rim Elev. = 18.57'
Inv. In = 14.00'
S
Yield Sign
Yield Line
Conc.
Asphalt
S PVC
61873
Frank Devenero
& Nick Devenero
PARID: R07100-003-025-000
MAPID: 313405.27.1684.000
DB 1790 PG 435
Sign "Do Not
Enter"
T
TP
TTP
6' Metal Fence
TC
TC
VU
WVW
V
8''
W
8''
W
8'' W8'' W8'' W8'' W
8''
W
8'' W
D
EMMKF
MKG
MKF
Road Name Sign
D
CTV
P
TTP
MK
F
C
TVP
T
TP
MB
MB
MBSign "Do Not Enter"
GV
Sign "Wrong Way"School Sign
Sign "Reserved Parking"
Info. Sign
Storm Inlet
Rim Elev. = 17.03'
Inv. Out = 14.33'
Terra Nova of Wilmington, LLC
PARID: R07100-003-026-000
MAPID: 313405.27.3584.000
DB 2687 PG 695 Barbara Jordan
PARID: R07100-003-027-000
MAPID: 313409.27.2293.000
DB 20E PG 1558
UC
A
T
V
UGTUGTUGT
UCATVUCATV
UCATV UCATV
UGT
UGT UGT UCATV
U
C
A
T
V
UGT UGT UGT UGTUGT
UG
T
UFOUGP
UFO
X
XXXXX
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
O
H
P
O
H
P
O
H
P
O
H
P
X
UCATVUCATVUCATVUCATVUCATVUCATV
UG
P
UGTUGTUGT
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
GGGGGGGG
UCATVUCATVUCATV
X X X
OHP
OHP
OHPOHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OH
P
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATV
UGTUGTUGTUGT
UGT
UGTUGT
X X
OHPOHP
OH
P
O
H
P
O
H
P
O
H
P
OH
P
OH
P
TRD
TR 24 LOB PINE
TR 21 LOB PINE
3IN
"
M
U
L
T
I
3IN
"
M
U
L
T
I
4IN
"
M
U
L
T
I
Inv. = 9.31'
62612 - Inv. = 10.35'
61101 - Inv. = 16.86'
18" RCP
Inv. = 16.11'
18" RCP
Inv. = 16.76'
18" RCP
Inv. = 16.36'
18" RCP
Inv. = 15.89'
12" CPP
Inv. = 15.82'
18" RCP - FES
Inv. = 15.97'
18" RCP
Inv. = 15.69'
Brick Sign "The Lakes"
w/ Post Lights
18" RCP
18" RCP Possible Junction
M
u
l
c
h
/
D
i
r
t
P
i
l
e
s
61068-Storm Inlet
Rim Elev. = 19.06'
Inv. In (from 61101) = 16.43'
Inv. Out (to 61055) = 16.41'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
48
"
R
C
P
18" RCP18" RCP
15" RCP
W
WWW
8''
W
8''
W
8''
W
W
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
LOD LOD
LO
D
LO
D
LOD LOD LOD
LO
D
LODLODLOD
LOD LOD LOD LOD LOD LOD LOD
LO
D
LODLODLODLODLODLODLODSFSFSFSFSFSFSFSF SF
SF SF SF
SF
SF
EC101
EC102EC103
EC110
EC118
11
15
13
14
EC105
EC105 EC101
T
TP
T
TP
TTP
MKF
TTP
Sign "Do Not Enter"
4' Wire FenceBusiness Sign
Sign "Speed Limit 45"
6' W
i
r
e
F
e
n
c
e
UG Cable Mark
MB
MB
Grass MedianConc. Median
Conc. MedianConc. Median
61627
61624
61532
6149061475
LS Tim
b
e
r
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
NSA Property Holdings, LLC
PARID: R07100-003-018-000
MAPID: 313405.18.5544.000
DB 6178 PG 2823
Tract B - MB 49 PG 272
WM
MK
F
MKF
End of Signal
Bus Stop SignHighway 421
Sign
G G G
Electronic
Billboard Sign
UGP
UG Cable Mark
WM
WM
WM
HOTBOXHOTBOXHOTBOX
Sign "Reserved
Parking"
HOTBOX HOTBOX
WM
Sign "One Way"
Ga
t
e
C
o
d
e
p
a
n
e
l
8'' S
A
N
8'' SAN8'' SAN8'' SAN
CO
4" PVC
TTP
CTV
P
TTP
F
I
B
E
R
O
P
T
SSMH
Rim Elev. = 21.80'
Inv. In = 17.95'
Inv. Out = 17.09'
S
Lagomarager Holdings, LLC
PARID: R07100-003-382-003
MAPID: 313405.18.2550.003
DB 5300 PG 784
Condo Book 16 PG 294
Road Name Sign
C/L of Neighbors Driveway
Scaled from MB 42 PG 346
DB 3421 PG 641
UGTUGTUGT
UGTUGTUGT
UGTUGTUGT
UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGT
UGT
UGT
UCATVUCATVUCATVUCATVUCATVUCATV
UCATV
UCATV
UCATV
UG
TUGTUGTUGT
G
G
X
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP X
XXX
GGGGGGGGGG
UCATVUCATV
UCATVUCATVUCATVUCATVUCATVUCATV
UCATVUCATV
UCATVUCATVUCATVUCATVUCATVUCATV
UGTUGTUGTUGTUGTUGT
UFO UFO UFO
UG
PUGPUC
A
T
V
UCATV
UCATV UCATV
UCATV UCATV
UCATV
UGT
UGT
UGT
UGT UCATVUCATVUCATV
UGTUGTUGTUGT
UCATVUCATVUCATV
UGT UGT
UFO UFO
G
UGP
UG
P
UCA
T
V
UG
TUF
OUGP
OH
U
OH
U
OH
P
X
UGP
UGP
UGP
UGP
G G
X
X
X
X
X
X
Gr
a
v
e
l
Gate
TR
8
""
""
"
"
"
""
""
PA
L
M
"
PA
L
M
"
PA
L
M
"
PA
L
M
"
Storm Inlet
Rim Elev. = 21.68'
Inv. Out = 18.69'
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'
Storm Inlet
Rim Elev. = 21.50'
Inv. Out = 18.58'
Storm Inlet
Rim Elev. = 21.06'
Inv. In = 16.96'
Inv. Out = 16.66'
Storm Inlet
Rim Elev. = 21.74'
Inv. In = 17.58'
Inv. Out = 17.49'
FES - Inv. = 18.96'
FES - Inv. = 18.88'
FES - Inv. = 1873'
4' Wire Fence
19
2
0
1918
19
20
21
20
21
20
62544 - Inv. = 18.10'
62544 - Inv. = 17.66'
18" RCP
1
8
"
R
C
P
18" RCP
18
"
R
C
P
1
8
"
R
C
P
18" RCP
18" RCP18" RCP18" RCP18" RCP
18" RCP
18
"
R
C
P
15" RC
P
22
22
23
23
22
22
2422
22 21
20 21 19
WWWWWWWWWWWWWW
EXISTING 25'
PUBLIC UTILITY EASEMENT
DB 3966 PG 169
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
62210 Rim = 18.56'
Inv. In = 14.79'
Inv. Out = 14.66'
Rim = 20.39'
Inv. In = 16.84'
Inv. Out = 16.81'
Rim = 21.10'
Inv. Out = 17.88'
Rim = 21.40'
Inv. In = 16.65'
Inv. Out = 16.65'
Rim = 21.23'
Inv. In = 16.58'
Inv. Out = 16.48'
Rim = 21.03'
Inv. In (61624)= 16.53'
Inv. In (61532) = 16.23'
Inv. Out = 16.16'
1
8
"
R
C
P
Rim = 21.34'
Inv. Out = 17.64'
LOD
LOD
LOD
LODLODLODLODLODLODLOD
LOD
LO
D
LOD
LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD LOD
LOD LOD
LODLOD
SFSFSF
SF SF SF S
F
SF SF
S
F
SF SF
SF
SF SF SF SFSFSF
S
F
SF SF
SFSFSF
SF SF SF S
F
SF SF
S
F
SF SF
SF
SF SF SF SFSFSF
S
F
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSF
SF
SF
EC101
EC101
EC101
EC101
EC101
EC101
EC102 EC102 EC102
EC102
EC102
EC103
EC103
EC103 EC103
EC103
EC103
EC103
EC105
EC105
EC105
EC105
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
4
.
0
-
E
R
O
1
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
6
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C4.1
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
-
P
H
A
S
E
I
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
C4
.
0
MA
T
C
H
L
I
N
E
C
4
.
1
C4
.
1
MA
T
C
H
L
I
N
E
C
4
.
0
INSET A
INSET B
T
TP
TP
MKF
TTP
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
Sign "Speed Limit 45"
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
VU
UG Cable Mark
MB
MB
Grass Median
Grass Median
61873
61627
61624
60360
Gravel
Dirt
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756 1 Story Block Garage
Metal
Carpo
r
t
T
TP
TTP
6' Metal Fence
TC
OH
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
D
EM
MKF
MKG
MKF
WM
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP
UC
A
T
V
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV UCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'Inv. = 9.31'
62612 - Inv. = 10.35'
60263 - Inv. = 12.33'
FES - Inv. = 18.96'
FES - Inv. = 1873'
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Top o
f
B
a
n
k
Toe of
B
a
n
k
Contamination Area
Scaled from PB 42 PG 346
Stacked
Pine Straw
60394-Storm Inlet
Rim Elev. = 19.83'
Inv. (NW) = 11.19'
Inv. (SE) = 11.02'
Inv. (SW) = 10.96'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
60359-Drainage Manhole
Rim Elev. = 20.25'
Inv. (B.O.B) = 11.38'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
W
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
L
O
D
LOD
LOD
LOD
LOD
L
O
D
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LODLODLOD
LOD LOD LOD
LO
D
LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
LO
D
LOD
LOD
LOD
L
O
D
LO
D
TP
F
TPF
T
P
F
TPF
TPF
TPF
TPF
TP
F
TPF
TPF TPF TPF T
P
F
TPF
TP
F
TP
F
TP
F
TP
F
TPF
TPF TP
F
TP
F
TPF
LOD LOD LOD LOD LOD
LOD LOD LOD
LO
D
LODLODLODLODLODLODLODLOD
SF SF SF SFSFSF
SF
SF SF
SF
SFSF
TPF
SF SF SF SFSFSF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
19
20
21
22
21
20
2
1
2
2 19
2
1
21
18
1
8
11
13
15
17
11
11
13
15
11
13 15
17
2
0
19
19
21
EC201
EC201
EC201
EC201
EC202
EC201
EC201
EC201
EC201
EC202
EC202
EC203
EC203
EC203
EC203
EC204
EC205
EC216
EC219
EC206
EC203
EC201
EC202
EC207
EC208
INV. = 17.50
INV. = 17.50
EC205
EC205
EC205
EC205
EC209
EC210
23
2
2
2
1
20
22
2
02
2
INV. = 14.00
INV. = 14.50
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY AND NCDEQ STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL
TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE
CONTRACTOR TO FINES AND PENALTIES ISSUED BY DEQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION. FAILURE
TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PLAN OR GRADE
CHANGES, MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK
DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE SUPERVISION OF
THE GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITIES
SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND
FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION. ALL
EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TO
COMMENCING ACTIVITY ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK
DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND
AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT
RUNOFF.
10.PROVIDE NCDEQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE EXCAVATED SOIL
FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN UPLAND AREA. IF AN OFFSITE
BORROW OR SPOIL SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE
MUST BE INCLUDED IN THE LAND DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE
LOCATION OF ALL EXCAVATED SOILS USED FOR THIS PROJECT TO NCDEQ. THIS AREA MUST ALSO
BE AN UPLAND AREA.
11.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE STRUCTURE.
12.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM REQUIREMENTS.
13.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, ENFORCEMENT
OFFICER, OR OTHER GOVERNING AGENCY.
EROSION CONTROL PLAN - PHASE I KEYNOTES
NUMBER DESCRIPTION
EC201 LIMITS OF DISTURBANCE
EC202 SILT FENCE; REFER TO DETAIL (TYP).
EC203 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC204 TEMPORARY 25' X 50' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC205 TEMPORARY INLET PROTECTION/HORSESHOE INLET
PROTECTION; REFER TO DETAIL (TYP.)
EC206 SKIMMER SEDIMENT BASIN #1
REFER TO STAGE 1 EROSION CONTROL PLAN
EC207 P100 - 215 LF OF 18" HDPE STORM PIPE @ 1.60%
EC208 P110 - 167 LF OF 18" HDPE STORM PIPE @ 1.70%
EC209 9'L X 4.5'W X 18"D CLASS A RIPRAP APRON
EC210 9'L X 4.5'W X 18"D CLASS B RIPRAP APRON
EC216
TREE PROTECTION FENCE. PROTECTIVE ORANGE FENCING
SURROUNDING THE PROTECTIVE BUFFER AREAS PLUS 10' AND
AROUND TREE SAVE AREAS AT THE DRIP LINE; REFER TO DETAIL
EC219 TEMPORARY STOCKPILE
EC220 CONCRETE WASH OUT AREA
PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:
1.MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTED AND
ASSOCIATED WITH PHASE 1 EROSION CONTROL. ALL OFFSITE EROSION CONTROL MEASURES
SHALL BE MAINTAINED AS THEY WERE IN PHASE 1.
2.BRING FILL INTO THE SITE. IMPORTED MATERIAL WILL REQUIRE A PERMITTED SITE APPROVAL
BEFORE THIS PROCESS BEGINS. ALL FILL SHALL BE BROUGHT INTO THE SITE AND GRADED AS
SHOWN IN LIFTS OF NO MORE THAT 1.0' AT A TIME. FILL SHALL BE ROLL COMPACTED BY A
DOZER OR EQUIVALENT AS IT IS PLACED.
3.ONLY REMOVE THE TEMPORARY DIVERSION DITCH WHEN THE FILL IS GRADED TO DRAIN
WATER TO THE EXISTING SKIMMER BASIN.
4.INSTALL THE TWO TEMPORARY HDPE STORM PIPES SHOWN IN THE PLAN. THE TWO STORM
PIPES SHALL DISCHARGE TO THE EXISTING SKIMMER BASIN AND THE BASIN SHALL BE
RESTORED TO THE APPROVED CONDITION AFTER THE INSTALLATION OF THE STORM PIPES.
5.INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE
MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED
EROSION, OFF-SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. ALL
MEASURES MUST BE INSTALLED PER PLAN DETAIL. ENSURE CONSTRUCTION TRAFFIC IS
LIMITED TO THE CONSTRUCTION ENTRANCE ONLY.
6.GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
·FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY
GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF
FOURTEEN (14) DAYS. SLOPES GREATER THAN 3:1 REQUIRE GROUND COVER IN 7
DAYS.
·PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF
THE SITE UPON WHICH FURTHER LAND-DISTURBING ACTIVITY IS NOT BEING
UNDERTAKEN WITHIN FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR
PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
·ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN
FOURTEEN (14) CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT AND/OR PRIOR TO FINAL INSPECTION.
8.MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY EROSION
CONTROL INSPECTIONS PRIOR TO REMOVAL OR INSTALLATION.
9.MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT
FENCE, INLET PROTECTION, AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE
THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT
FENCE CAN NOT HAVE HOLES OR TEARS.
10.PROCEED TO PHASE 3 OF THE EROSION CONTROL SEQUENCE WHEN PHASE 2 MEASURES
HAVE BEEN COMPLETED, INSPECTED, AND APPROVED.
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SF SF SF SILT FENCE
TEMPORARY INLET PROTECTION
TPF TPF TREE PROTECTION FENCE
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
SKIMMER
HORSESHOE INLET PROTECTION
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
4
.
0
-
E
R
O
1
.
2
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
7
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C4.2
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
-
P
H
A
S
E
I
I
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
SKIMMER SEDIMENT BASIN MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO
ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE
EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. REPAIR BAFFLES IF THEY ARE DAMAGED.
RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE
IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND
RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK
THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. IF THE SKIMMER ARM OR BARREL PIPE IS
CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER.
BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND
MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS,
AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. FREEZING WEATHER CAN RESULT IN ICE
FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING
WITH ICE.
BAFFLES MAINTENANCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. BE SURE TO
MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR
BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES
DURING CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE
DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
T
TP
TP
MKF
TTP
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
Sign "Speed Limit 45"
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
VU
UG Cable Mark
MB
MB
Grass Median
Grass Median
61873
61627
61624
60360
Gravel
Dirt
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756 1 Story Block Garage
Metal
Carpo
r
t
T
TP
TTP
6' Metal Fence
TC
OH
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
D
EM
MKF
MKG
MKF
WM
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP
UC
A
T
V
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV UCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'Inv. = 9.31'
62612 - Inv. = 10.35'
60263 - Inv. = 12.33'
FES - Inv. = 18.96'
FES - Inv. = 1873'
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Top o
f
B
a
n
k
Toe of
B
a
n
k
Contamination Area
Scaled from PB 42 PG 346
Stacked
Pine Straw
60394-Storm Inlet
Rim Elev. = 19.83'
Inv. (NW) = 11.19'
Inv. (SE) = 11.02'
Inv. (SW) = 10.96'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
60359-Drainage Manhole
Rim Elev. = 20.25'
Inv. (B.O.B) = 11.38'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
W
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
L
O
D
LOD
LOD
LOD
LOD
L
O
D
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LODLODLOD
LOD LOD LOD
LO
D
LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
LO
D
LOD
LOD
LOD
L
O
D
LO
D
TP
F
TPF
T
P
F
TPF
TPF
TPF
TPF
TP
F
TPF
TPF TPF TPF T
P
F
TPF
TP
F
TP
F
TP
F
TP
F
TPF
TPF TP
F
TP
F
TPF
LOD LOD LOD LOD LOD
LOD LOD LOD
LO
D
LODLODLODLODLODLODLODLOD
SF SF SF SFSFSF
W
SF
SF SF
SF
SFSF
TPF
SF SF SF SFSFSF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
2
1
21
21
2
1
2
2
22
20
20
21
19
20
19
1819
20
17
2
0
2
1
2
2
20
19 21
22 23
2
0
16
18
19
2
0
21
2
1
22
20
22
19 2021
23
1
9
18
1615
EC301
EC301
EC301
EC301
EC302
EC301
EC301
EC301
EC301
EC302
EC302
EC303
EC303
EC303
EC303
EC304
EC305
EC316
EC319
EC320
EC303
EC301
EC302
EC307
EC308
INV. = 17.50
EC316
EC306
INV. = 13.25
INV. = 13.15
INV. = 17.50
22
2
2
20
19
18
1922
2
3
23
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY AND NCDEQ STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL
TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE
CONTRACTOR TO FINES AND PENALTIES ISSUED BY DEQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION. FAILURE
TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PLAN OR GRADE
CHANGES, MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK
DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE SUPERVISION OF
THE GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITIES
SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND
FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION. ALL
EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TO
COMMENCING ACTIVITY ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK
DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND
AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT
RUNOFF.
10.PROVIDE NCDEQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE EXCAVATED SOIL
FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN UPLAND AREA. IF AN OFFSITE
BORROW OR SPOIL SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE
MUST BE INCLUDED IN THE LAND DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE
LOCATION OF ALL EXCAVATED SOILS USED FOR THIS PROJECT TO NCDEQ. THIS AREA MUST ALSO
BE AN UPLAND AREA.
11.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE STRUCTURE.
12.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM REQUIREMENTS.
13.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, ENFORCEMENT
OFFICER, OR OTHER GOVERNING AGENCY.
EROSION CONTROL PLAN - PHASE I KEYNOTES
NUMBER DESCRIPTION
EC301 LIMITS OF DISTURBANCE
EC302 SILT FENCE; REFER TO DETAIL (TYP).
EC303 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC304 TEMPORARY 25' X 50' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC305 TEMPORARY INLET PROTECTION; REFER TO DETAIL (TYP.)
EC306 CLASS B RIP RAP DISSIPATER PAD (18" THICK)
EC307 P100 - 273 LF OF 18" HDPE STORM PIPE @ 1.60%
EC308 P110 - 255 LF OF 18" HDPE STORM PIPE @ 2.16%
EC316
TREE PROTECTION FENCE. PROTECTIVE ORANGE FENCING
SURROUNDING THE PROTECTIVE BUFFER AREAS PLUS 10' AND
AROUND TREE SAVE AREAS AT THE DRIP LINE; REFER TO DETAIL
EC319 TEMPORARY STOCKPILE
EC320 CONCRETE WASH OUT AREA
PHASE III EROSION CONTROL CONSTRUCTION SEQUENCE:
1.MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTED AND
ASSOCIATED WITH PHASE 2 EROSION CONTROL. ALL OFFSITE EROSION CONTROL MEASURES
SHALL BE MAINTAINED AS THEY WERE IN PHASE 1 & 2.
2.STABILIZE THE FILLED AND SURROUNDING AREAS IN ACCORDANCE WITH NCDEQ TEMPORARY
SEEDING GUIDELINES.
3.ONCE SITE IS STABILIZED, AT THE DISCRETION OF INSPECTOR AND DURING A DRY PERIOD OF
WEATHER, REMOVE THE TEMPORARY SKIMMER BASIN AND GRADE THE SITE IN ACCORDANCE
WITH THIS PLAN. EXTEND TEMPORARY STORM PIPES (P100 & P110) AS SHOWN. ADD EROSION
CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE SITE.
4.INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE
MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED
EROSION, OFF-SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. ALL
MEASURES MUST BE INSTALLED PER PLAN DETAIL. ENSURE CONSTRUCTION TRAFFIC IS
LIMITED TO THE CONSTRUCTION ENTRANCE ONLY.
5.GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
·FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY
GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF
FOURTEEN (14) DAYS. SLOPES GREATER THAN 3:1 REQUIRE GROUND COVER IN 7
DAYS.
·PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF
THE SITE UPON WHICH FURTHER LAND-DISTURBING ACTIVITY IS NOT BEING
UNDERTAKEN WITHIN FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR
PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
·ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN
FOURTEEN (14) CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT AND/OR PRIOR TO FINAL INSPECTION.
8.MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY EROSION
CONTROL INSPECTIONS PRIOR TO REMOVAL OR INSTALLATION.
9.MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT
FENCE, INLET PROTECTION, AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE
THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT
FENCE CAN NOT HAVE HOLES OR TEARS.
10.PROCEED TO PHASE 4 OF THE EROSION CONTROL SEQUENCE WHEN PHASE 3 MEASURES
HAVE BEEN COMPLETED, INSPECTED, AND APPROVED.
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SF SF SF SILT FENCE
TEMPORARY INLET PROTECTION
TPF TPF TREE PROTECTION FENCE
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
SKIMMER
HORSESHOE INLET PROTECTION
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
4
.
0
-
E
R
O
1
.
3
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
7
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C4.3
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
-
P
H
A
S
E
I
I
I
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
T
TP
TP
MKF
TTP
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
Sign "Speed Limit 45"
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
VU
UG Cable Mark
MB
MB
Grass Median
Grass Median
61873
61627
61624
60360
Gravel
Dirt
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756 1 Story Block Garage
Metal
Carpo
r
t
T
TP
TTP
6' Metal Fence
TC
OH
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
D
EM
MKF
MKG
MKF
WM
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP
UC
A
T
V
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV UCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'Inv. = 9.31'
62612 - Inv. = 10.35'
60263 - Inv. = 12.33'
FES - Inv. = 18.96'
FES - Inv. = 1873'
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Top o
f
B
a
n
k
Toe of
B
a
n
k
Contamination Area
Scaled from PB 42 PG 346
Stacked
Pine Straw
60394-Storm Inlet
Rim Elev. = 19.83'
Inv. (NW) = 11.19'
Inv. (SE) = 11.02'
Inv. (SW) = 10.96'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
60359-Drainage Manhole
Rim Elev. = 20.25'
Inv. (B.O.B) = 11.38'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
W
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
L
O
D
LOD
LOD
LOD
LOD
L
O
D
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LODLODLOD
LOD LOD LOD
LO
D
LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
LO
D
LOD
LOD
LOD
L
O
D
LO
D
TP
F
TPF
T
P
F
TPF
TPF
TPF
TPF
TP
F
TPF
TPF TPF TPF T
P
F
TPF
TP
F
TP
F
TP
F
TP
F
TPF
TPF TP
F
TP
F
TPF
LOD LOD LOD LOD LOD
LOD LOD LOD
LO
D
LODLODLODLODLODLODLODLOD
SF SF SF SFSFSF
TPF
SF SF SF SFSFSF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
STANDARD
UST FIELD
VA
N
DRIVE THRU FINISH
GRADE 6" BELOW F.F.
ST
O
P
10"WIDE X 6" HIGH CONCRETE
CURB OFFSET FROM BUILDING
6'-0"H X 6"DIA. BOLLARD
1'-4" OFFSET FROM BUILDING
NEW SHEETZ STORE
6139 SQ. FT.
FFE: 22.50'
FM
FM
FM
FM
FM
FM
RD RD RD
DS
RD
RD RD RD
DS
DS
DS
RD RD
RD
DS DS DS DS DS
DS
19
W W W
W
W
W
W
W
W
W
G G
G
G
G
G
21
20
21
2
2
20
20
20
19
2
1
2
1
21
22 22
2
0
20
21 21
2
1
20
16171819
15
10
17
17
20
21
21
2
1
21
21
21
19
20 19
21
20 21 22
20
19
21
21
21
22
20
18
18
19
17
17
20
171718
20
18
21
21
22
18
20
16
17
18
19
2020
EC401
EC411
EC401
EC401
EC201
EC411
EC403
EC402
EC404
EC405
EC405
EC405
EC405
EC408EC410
EC412
EC412
EC412
EC412
EC405 EC401
EROSION CONTROL PLAN - PHASE II KEYNOTES
NUMBER DESCRIPTION
EC401 LIMITS OF DISTURBANCE
EC402 SILT FENCE; REFER TO DETAIL (TYP.)
EC403 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC404 TEMPORARY 25' X 50' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC405 TEMPORARY INLET PROTECTION; REFER TO DETAIL
EC408 CLASS B RIP RAP DISSIPATER PAD (18" D)
EC410 CLASS A RIP RAP DISSIPATER PAD (4.5'W X 6'L X 12"D)
EC411
TREE PROTECTION FENCE. PROTECTIVE ORANGE FENCING
SURROUNDING THE PROTECTIVE BUFFER AREAS PLUS 10' AND
AROUND TREE SAVE AREAS AT THE DRIP LINE; REFER TO DETAIL
EC412 HORSESHOE INLET PROTECTION
PHASE IV EROSION CONTROL CONSTRUCTION SEQUENCE:
1.MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTED AND
ASSOCIATED WITH PHASE 3 EROSION CONTROL.
2.INSTALL SITE IMPROVEMENTS, STORMWATER DRAINAGE SYSTEM, UTILITY SERVICES,
SIDEWALKS AND DRIVES AS SHOWN ON THE APPROVED PLANS. ALL OPEN TRENCHES FOR
UTILITY AND STORMWATER INSTALLATION SHALL BE PROTECTED FROM SEDIMENTATION BY
PILING EXCAVATED MATERIAL ON THE UPHILL SIDE OF EXCAVATION.
3.INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE
MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED
EROSION, OFF-SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. ALL
MEASURES MUST BE INSTALLED PER PLAN DETAIL. ENSURE CONSTRUCTION TRAFFIC IS
LIMITED TO THE CONSTRUCTION ENTRANCE ONLY.
4.GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
·FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY
GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF
FOURTEEN (14) DAYS. SLOPES GREATER THAN 3:1 REQUIRE GROUND COVER IN 7
DAYS.
·PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF
THE SITE UPON WHICH FURTHER LAND-DISTURBING ACTIVITY IS NOT BEING
UNDERTAKEN WITHIN FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR
PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
·ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN
FOURTEEN (14) CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT AND/OR PRIOR TO FINAL INSPECTION.
5.ONCE SITE IS STABILIZED, AT THE DISCRETION OF INSPECTOR AND DURING A DRY PERIOD OF
WEATHER, INSTALL UNDERGROUND DETENTION. ADD EROSION CONTROL MEASURES AS
NECESSARY TO PREVENT SEDIMENT FROM ENTERING UNDERGROUND DETENTION SYSTEM.
6.INSTALL CURB & GUTTER AND GRAVEL BASE.
7.MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY EROSION
CONTROL INSPECTIONS PRIOR TO REMOVAL OR INSTALLATION. CONTACT THE EROSION
CONTROL INSPECTOR TO OBTAIN SIGN-OFF ON THE PLANS.
8.MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT
FENCE, INLET PROTECTION, AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE
THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT
FENCE CAN NOT HAVE HOLES OR TEARS.
9.AT A MINIMUM OF SEVEN (7) DAYS PRIOR TO SCHEDULING THE STORMWATER FINAL
INSPECTION, SUBMIT ANY REQUIRED PAPERWORK TO THE EROSION CONTROL INSPECTORS
FOR APPROVAL. FAILURE TO DO SO WILL PREVENT A CERTIFICATE OF OCCUPANCY FROM
BEING ISSUED.
10.ONCE THE STORMWATER FINAL INSPECTION IS APPROVED, CLOSE THE GRADING PERMIT AND
OBTAIN A CERTIFICATE OF COMPLETION.
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SF SF SF SILT FENCE
TEMPORARY INLET PROTECTION
TPF TPF TREE PROTECTION FENCE
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
SKIMMER
HORSESHOE INLET PROTECTION
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
4
.
1
-
E
R
O
2
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
7
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C4.4
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
-
P
H
A
S
E
I
V
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
C4
.
2
IN
S
E
T
A
MA
T
C
H
L
I
N
E
C
4
.
3
C4
.
3
IN
S
E
T
B
MA
T
C
H
L
I
N
E
C
4
.
2
10'' W10'' W10'' W10'' W
UG Cable Mark
UG Cable Mark
EM
Gate
TC
TC
TC
Road Name Sign
OHU
OHU
OHU
VU
VU
C
TVP
T
TP
Grass Median
Grass MedianConc.
8'' SAN8'' SAN
SSMH
Rim Elev. = 18.57'
Inv. In = 14.00'
S
Yield Sign
Yield Line
Conc.
Asphalt
S PVC
61873
Frank Devenero
& Nick Devenero
PARID: R07100-003-025-000
MAPID: 313405.27.1684.000
DB 1790 PG 435
Sign "Do Not
Enter"
T
TP
TTP
6' Metal Fence
TC
TC
O
H
U
OH
U
OH
U
O
H
U
O
H
U
O
H
U
O
H
U
OHU
OHU
VU
WVWV
8''
W
8''
W
8'' W8'' W8'' W8'' W
8''
W
8'' W
D
EMMKF
MKG
MKF
65
0
0
9
15
.
8
2
TE
S
T
P
I
T
65
0
1
0
16
.
4
1
TE
S
T
P
I
T
Road Name Sign
D
CTV
P
TTP
MK
F
C
TVP
T
TP
MB
MB
MBSign "Do Not Enter"
GV
Sign "Wrong Way"School Sign
Sign "Reserved Parking"
Info. Sign
Storm Inlet
Rim Elev. = 17.03'
Inv. Out = 14.33'
Terra Nova of Wilmington, LLC
PARID: R07100-003-026-000
MAPID: 313405.27.3584.000
DB 2687 PG 695 Barbara Jordan
PARID: R07100-003-027-000
MAPID: 313409.27.2293.000
DB 20E PG 1558
UC
A
T
V
UGTUGTUGT
UCATVUCATV
UCATV UCATV
UGT
UGT UGT UCATV
U
C
A
T
V
UGT UGT UGT UGTUGT
UG
T
UFOUGP
UFO
O
H
U
OHU OHU OHU OHU OHU OHU OHUOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP
X
UCATVUCATVUCATVUCATVUCATVUCATV
UG
P
UGTUGTUGT
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGG
UCATVUCATVUCATV
X X X
OHP
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OH
P
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATV
UGTUGTUGTUGT
UGT
UGTUGT
X X
OHPOHP
OH
P
O
H
P
O
H
P
O
H
P
OH
P
OH
P
OH
P
OH
P
TRD
TR 24 LOB PINE
TR 21 LOB PINE
3IN
"
M
U
L
T
I
3IN
"
M
U
L
T
I
4IN
"
M
U
L
T
I
Inv. = 9.31'
62612 - Inv. = 10.35'
61101 - Inv. = 16.86'
18" RCP
Inv. = 16.11'
18" RCP
Inv. = 16.76'
18" RCP
Inv. = 16.36'
18" RCP
Inv. = 15.89'
12" CPP
Inv. = 15.82'
18" RCP - FES
Inv. = 15.97'
18" RCP
Inv. = 15.69'
Brick Sign "The Lakes"
w/ Post Lights N41°08'16"W
117.67' (Tie)
N39°45'40"W
123.38' (Tie)
S40°30'27"E
82.42' (Tie)
S39°43'13"E 225.20' (Tie)
N40°28'20"W
159.31' (Tie)
N
2
5
°
3
9
'
1
0
"
E
1
6
6
.
2
6
'
(
T
i
e
)
N39°58'18"W
109.68'
N39°06'50"W 207.52'
18
20
15
18" RCP
18" RCP Possible Junction
61068-Storm Inlet
Rim Elev. = 19.06'
Inv. In (from 61101) = 16.43'
Inv. Out (to 61055) = 16.41'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
48
"
R
C
P
18" RCP18" RCP
15" RCP
16
2
0
19
19
20
19
18 18
19
18
19
18
19
16
18
16
18
20
1919
1618
19
19
19
19
20
20
15
12
1919
19
W
WWW
8''
W
8''
W
8''
W
W
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
LOD LOD
LO
D
LO
D
LOD LOD LOD
LO
D
LODLODLOD
LOD LOD LOD LOD LOD LOD LOD
LO
D
LODLODLODLODLODLODLODSFSFSFSFSFSFSFSF SF
SF SF SF
SF
SF
SF
SF
W
W
G
19
20
10
17
17
18
20
18
18
EC403
EC402
EC405
EC408
EC412
EC405 EC401
EC405
EC401
T
TP
T
TP
TTP
MKF
TTP
Sign "Do Not Enter"
Sign "Speed Limit 45"
6' W
i
r
e
F
e
n
c
e
UG Cable MarkIRF 5/8"
MB
Grass MedianConc. Median
Conc. MedianConc. Median
61627
61624
61532
6149061475
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
NSA Property Holdings, LLC
PARID: R07100-003-018-000
MAPID: 313405.18.5544.000
DB 6178 PG 2823
Tract B - MB 49 PG 272
IPF 1/2"WM
MK
F
MKF
End of Signal
Bus Stop SignHighway 421
Sign
G G G
Electronic
Billboard Sign
UGP
UG Cable Mark
WM
WM
WM
HOTBOXHOTBOXHOTBOX
Sign "Reserved
Parking"
HOTBOX HOTBOX
WM
Sign "One Way"
Ga
t
e
C
o
d
e
p
a
n
e
l
8'' S
A
N
8'' SAN8'' SAN8'' SAN
CO
4" PVC
TTP
CTV
P
TTP
F
I
B
E
R
O
P
T
SSMH
Rim Elev. = 21.80'
Inv. In = 17.95'
Inv. Out = 17.09'
S
Lagomarager Holdings, LLC
PARID: R07100-003-382-003
MAPID: 313405.18.2550.003
DB 5300 PG 784
Condo Book 16 PG 294
Road Name Sign
UGTUGTUGT
UGTUGTUGT
UGTUGTUGT
UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGT
UGT
UGT
UCATVUCATVUCATVUCATVUCATVUCATV
UCATV
UCATV
UCATV
UG
TUGTUGTUGT
G
G
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP
GGGGGGGGGG
UCATVUCATV
UCATVUCATVUCATVUCATVUCATVUCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGTUGTUGTUGTUGT
UFO UFO UFO
UG
PUGPUC
A
T
V
UCATV
UCATV UCATV
UCATV UCATV
UCATV
UGT
UGT
UGT
UGT UCATVUCATVUCATV
UGTUGTUGTUGT
UCATVUCATVUCATV
UGT UGT
UFO UFO
G
UGP
UG
P
UCA
T
V
UG
TUF
OUGP
OH
U
OH
U
OH
P
X
UGP
UGP
UGP
UGP
G G
X
X
X
X
X
X
S87
°
2
1
'
0
9
"
E
2
3
9
.
4
7
'
TR
8
""
""
"
"
"
""
""
PA
L
M
"
PA
L
M
"
PA
L
M
"
PA
L
M
"
Storm Inlet
Rim Elev. = 21.68'
Inv. Out = 18.69'
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'
Storm Inlet
Rim Elev. = 21.50'
Inv. Out = 18.58'
Storm Inlet
Rim Elev. = 21.06'
Inv. In = 16.96'
Inv. Out = 16.66'
Storm Inlet
Rim Elev. = 21.74'
Inv. In = 17.58'
Inv. Out = 17.49'
FES - Inv. = 18.96'
FES - Inv. = 18.88'
FES - Inv. = 1873'
19
2
0
1918
19
20
21
20
21
20
18" RCP
1
8
"
R
C
P
18" RCP
18
"
R
C
P
1
8
"
R
C
P
18" RCP
18" RCP18" RCP18" RCP
18" RCP
18
"
R
C
P
15" RC
P
22
22
23
23
22
22
2422
22 21
20 21 19
WWWWWWWWWWWWWW
EXISTING 25'
PUBLIC UTILITY EASEMENT
DB 3966 PG 169
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'Rim = 20.39'
Inv. In = 16.84'
Inv. Out = 16.81'
Rim = 21.10'
Inv. Out = 17.88'
Rim = 21.40'
Inv. In = 16.65'
Inv. Out = 16.65'
Rim = 21.23'
Inv. In = 16.58'
Inv. Out = 16.48'
Rim = 21.03'
Inv. In (61624)= 16.53'
Inv. In (61532) = 16.23'
Inv. Out = 16.16'
1
8
"
R
C
P
Rim = 21.34'
Inv. Out = 17.64'
LOD
LOD
LOD
LODLODLODLODLODLODLOD
LOD
LO
D
LOD
LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD LOD
LOD LOD
LODLOD
SFSFSF
SF SF SF S
F
SF SF
S
F
SF SF
SF
SF SF SF SFSFSF
S
F
SF SF
SFSFSF
SF SF SF S
F
SF SF
S
F
SF SF
SF
SF SF SF SFSFSF
S
F
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSF
SF
SF
FM
FM
FMFMFM
FMS
10
+
0
0
10
+
1
7
.
0
7
10
+
0
0
10
+
1
7
.
2
7
10
+
0
0
10
+
2
2
.
4
9
21
2
0
21
2
2
2
1
20
20
18
21
EC401
EC403EC403
EC402
EC402
EC412
EROSION CONTROL PLAN - PHASE II KEYNOTES
NUMBER DESCRIPTION
EC401 LIMITS OF DISTURBANCE
EC402 SILT FENCE; REFER TO DETAIL (TYP.)
EC403 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC404 TEMPORARY 25' X 50' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC405 TEMPORARY INLET PROTECTION; REFER TO DETAIL
EC408 CLASS B RIP RAP DISSIPATER PAD (18" D)
EC410 CLASS A RIP RAP DISSIPATER PAD (4.5'W X 6'L X 12"D)
EC411
TREE PROTECTION FENCE. PROTECTIVE ORANGE FENCING
SURROUNDING THE PROTECTIVE BUFFER AREAS PLUS 10' AND
AROUND TREE SAVE AREAS AT THE DRIP LINE; REFER TO DETAIL
EC412 HORSESHOE INLET PROTECTION
PHASE IV EROSION CONTROL CONSTRUCTION SEQUENCE:
1.MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTED AND
ASSOCIATED WITH PHASE 3 EROSION CONTROL.
2.INSTALL SITE IMPROVEMENTS, STORMWATER DRAINAGE SYSTEM, UTILITY SERVICES,
SIDEWALKS AND DRIVES AS SHOWN ON THE APPROVED PLANS. ALL OPEN TRENCHES FOR
UTILITY AND STORMWATER INSTALLATION SHALL BE PROTECTED FROM SEDIMENTATION BY
PILING EXCAVATED MATERIAL ON THE UPHILL SIDE OF EXCAVATION.
3.INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE
MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED
EROSION, OFF-SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. ALL
MEASURES MUST BE INSTALLED PER PLAN DETAIL. ENSURE CONSTRUCTION TRAFFIC IS
LIMITED TO THE CONSTRUCTION ENTRANCE ONLY.
4.GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
·FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY
GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF
FOURTEEN (14) DAYS. SLOPES GREATER THAN 3:1 REQUIRE GROUND COVER IN 7
DAYS.
·PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF
THE SITE UPON WHICH FURTHER LAND-DISTURBING ACTIVITY IS NOT BEING
UNDERTAKEN WITHIN FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR
PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
·ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN
FOURTEEN (14) CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT AND/OR PRIOR TO FINAL INSPECTION.
5.ONCE SITE IS STABILIZED, AT THE DISCRETION OF INSPECTOR AND DURING A DRY PERIOD OF
WEATHER, INSTALL UNDERGROUND DETENTION. ADD EROSION CONTROL MEASURES AS
NECESSARY TO PREVENT SEDIMENT FROM ENTERING UNDERGROUND DETENTION SYSTEM.
6.INSTALL CURB & GUTTER AND GRAVEL BASE.
7.MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY EROSION
CONTROL INSPECTIONS PRIOR TO REMOVAL OR INSTALLATION. CONTACT THE EROSION
CONTROL INSPECTOR TO OBTAIN SIGN-OFF ON THE PLANS.
8.MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT
FENCE, INLET PROTECTION, AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE
THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT
FENCE CAN NOT HAVE HOLES OR TEARS.
9.AT A MINIMUM OF SEVEN (7) DAYS PRIOR TO SCHEDULING THE STORMWATER FINAL
INSPECTION, SUBMIT ANY REQUIRED PAPERWORK TO THE EROSION CONTROL INSPECTORS
FOR APPROVAL. FAILURE TO DO SO WILL PREVENT A CERTIFICATE OF OCCUPANCY FROM
BEING ISSUED.
10.ONCE THE STORMWATER FINAL INSPECTION IS APPROVED, CLOSE THE GRADING PERMIT AND
OBTAIN A CERTIFICATE OF COMPLETION.
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SF SF SF SILT FENCE
TEMPORARY INLET PROTECTION
TPF TPF TREE PROTECTION FENCE
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
SKIMMER
HORSESHOE INLET PROTECTION
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
4
.
1
-
E
R
O
2
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
7
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C4.5
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
-
P
H
A
S
E
I
V
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
C4
.
2
MA
T
C
H
L
I
N
E
C
4
.
3
C4
.
3
MA
T
C
H
L
I
N
E
C
4
.
2
INSET A
INSET B
T
TP
TP
MKF
TTP
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
Sign "Speed Limit 45"
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
VU
UG Cable Mark
MB
MB
Grass Median
Grass Median
61873
61627
61624
60360
Gravel
Dirt
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
Susan Ann Wilson,
Trustee of the Susan Ann Wilson
Revocable Trust
PARID: R07117-005-004-000
MAPID: 313405.27.0958.000
DB 6097 PG 548
Frances D. Reith
PARID: R07117-005-001-000
MAPID: 313405.27.1901.000
DB 2985 PG 500
Richard D. Welch
& Chester F. Welch Jr
PARID: R07117-005-003-000
MAPID: 313405.28.0035.000
DB 6453 PG 2820
John Huntley Munn
PARID: R07113-003-001-000
MAPID: 313405.28.0112.000
DB 6440 PG 1151
Keith E. Noxon
& wife, Kelly Ann Kennedy
PARID: R07113-003-002-000
MAPID: 313405.18.9189.000
DB 2513 PG 248
Marsha Hill
& husband, Keith Hill
PARID: R07113-003-003-000
MAPID: 313405.18.9267.000
DB 6150 PG 2400
Keith Alan McCormick
& wife, Debra A. McCormick
PARID: R07113-005-010-000
MAPID: 313405.18.8376.000
DB 2878 PG 227
Robert Hart
& wife, Susan Hart
PARID: R07113-005-011-000
MAPID: 313405.18.7388.000
DB 5991 PG 756 1 Story Block Garage
Metal
Carpo
r
t
T
TP
TTP
6' Metal Fence
TC
OH
U
O
H
U
O
H
U
OHU
OHU
VU
WVW
V
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
D
EM
MKF
MKG
MKF
WM
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP
UC
A
T
V
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV UCATVUCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
FES - Inv. = 18.67'FES - Inv. = 18.70'
FES - Inv. = 18.99'
FES - Inv. = 18.63'
62483 - Inv. = 16.44'Inv. = 9.31'
62612 - Inv. = 10.35'
60263 - Inv. = 12.33'
FES - Inv. = 18.96'
FES - Inv. = 1873'
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
18
18
19
19
18
18
1
9
2
0
2
5
26
2
1
2
0
2
1
21
20
19
18
20
18
17
1
6
15
14
15
17 17 18
19
20
20
1
9
1
8
1
7
19
18
2
0
1918
19
20
21
20 19
21
20
21
20
1
7
17
18
19
18 17 16
15
14
13
15
16
17
18
19
20
18
19
20
21
22
21
20
19
20
16
1
8
19
18
20
2
0
19
18" RCP
18" RCP
Possible Junction
Possible Junction
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Top o
f
B
a
n
k
Toe of
B
a
n
k
Contamination Area
Scaled from PB 42 PG 346
Stacked
Pine Straw
60394-Storm Inlet
Rim Elev. = 19.83'
Inv. (NW) = 11.19'
Inv. (SE) = 11.02'
Inv. (SW) = 10.96'
61055-Drainage Manhole
Rim Elev. = 19.54'
Inv. (SE) = 15.81'
Inv. (NE) = 10.35'
Inv. (NW) = 10.39'
60359-Drainage Manhole
Rim Elev. = 20.25'
Inv. (B.O.B) = 11.38'
1
3
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
19
19
20
21
21
20
23
19
17
18
17
1
8
1819
1717
1717
16
18
1
6
16
16
2
0
19
19
20
20
20
20
20
2
0
2
1
2
0
19
19
21 19 15
12
1919
19
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
W
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
Rim = 19.41'
Inv. In (62483) = 15.68'
Inv. In (61627) = 15.63'
Inv. Out = 15.53'
Rim = 18.28'
Inv. In = 13.71'
Inv. Out = 13.57'
61881
Rim = 19.25'
Inv. In = 13.40'
Inv. Out = 13.34'
L
O
D
LOD
LOD
LOD
LOD
L
O
D
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LODLODLOD
LOD LOD LOD
LO
D
LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
LO
D
LOD
LOD
LOD
L
O
D
LO
D
TP
F
TPF
T
P
F
TPF
TPF
TPF
TPF
TP
F
TPF
TPF TPF TPF T
P
F
TPF
TP
F
TP
F
TP
F
TP
F
TPF
TPF TP
F
TP
F
TPF
LOD LOD LOD LOD LOD
LOD LOD LOD
LO
D
LODLODLODLODLODLODLODLOD
SF SF SF SFSFSF
TPF
SF SF SF SFSFSF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
STANDARD
UST FIELD
VA
N
DRIVE THRU FINISH
GRADE 6" BELOW F.F.
ST
O
P
10"WIDE X 6" HIGH CONCRETE
CURB OFFSET FROM BUILDING
6'-0"H X 6"DIA. BOLLARD
1'-4" OFFSET FROM BUILDING
NEW SHEETZ STORE
6139 SQ. FT.
FFE: 22.50'
FM
FM
FM
FM
FM
FM
RD RD RD
DS
RD
RD RD RD
DS
DS
DS
RD RD
RD
DS DS DS DS DS
DS
19
W W W
W
W
W
W
W
W
W
G G
G
G
G
G
21
20
21
2
2
20
20
20
19
2
1
2
1
21
22 22
2
0
20
21 21
2
1
20
16171819
15
10
17
17
20
21
21
2
1
21
21
21
19
20 19
21
20 21 22
20
19
21
21
21
22
20
18
18
19
17
17
20
171718
20
18
21
21
22
18
20
16
17
18
19
2020
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
N
P
D
E
S
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
7
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C4.6
NP
D
E
S
P
L
A
N
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
GROUND STABILIZATION HATCHES
HATCH SITE AREA
DESCRIPTION
SLOPES STEEPER THAN 3:1;
STABILIZE W/ NORTH AMERICAN
GREEN (S150) MATTING;
REFER TO SECTION E OF NCG01
GROUND STABILIZATION AND
MATERIALS HANDLING
SLOPES 3:1 TO 4:1;
STABILIZE W/ NORTH AMERICAN
GREEN (S75) MATTING;
REFER TO SECTION E OF NCG01
GROUND STABILIZATION AND
MATERIALS HANDLING
REFER TO NPDES STABILIZATION
NOTES AND DETAILS FOR ADDITIONAL
REQUIREMENTS AND INFORMATION.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
N
P
D
E
S
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
7
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C4.7
NP
D
E
S
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
U07
STANDARD
UST FIELD
VA
N
ST
O
P
NEW SHEETZ STORE
6139 SQ. FT.
FFE: 22.50'
TTP
SPIGOT
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
VU
UG Cable Mark
Grass Median
Grass Median
Gravel
Dirt
Metal
Carpo
r
t
T
TP
TTP
O
H
U
OH
U
OH
U
OHU
VU
D
EM
MKF
MKG
MKF
Road Name Sign
D
D
UGP
UGP
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UC
A
T
V
UC
A
T
V
UCATV
UCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
OH
U
GGGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UCATV
OH
P
OH
P
OH
P
OH
P
OH
P
UC
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGT
UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UGP
UGP
UGP
UG
P
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Brick Sign "The Lakes"
w/ Post Lights
Mu
l
c
h
/
D
i
r
t
P
i
l
e
Stacked
Pine Straw
W
WWWWWWWWWWWWWW
8''
W
8''
W
8''
W
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
FM
FM
FM
FM
FM
FM
FM
FM
SANSAN
S
A
N
RD RD RD RD
DS
RD
RD
RD RD RD RD
DS
DS
DS
RD RD RD
RD
RD
DS DS DS DS DS
DS
W
W W W W
W
W
W
W
W
W
W
W
W
W
W
G
G G G
G
G
G
G
G
G
G
GT
INV IN 17.97
INV OUT 17.76
CO-02
TOP 21.70
INV OUT 17.17
6"
P
V
C
CO-01
TOP 21.33
INV OUT 16.47 6" PVC 6" PVC
CO-03
TOP 21.50
INV OUT 17.71
6"
P
V
C
CO-04
TOP 22.43
INV OUT 18.10
6" PVC
6" PVC
6"
P
V
C
6" PVC
U03
ZU40
ZU53
ZU40
ZU39
ZU39
ZU36
ZU36
ZU37
ZU32ZU28
ZU01
U52
U19
ZU05
ZU06
ZU04
ZU07
ZU10
ZU14
ZU12
ZU22
ZU22
ZU23
ZU24
ZU25
ZU26
ZU52
U23
U21
U16U16
U08
U09
U10
U10
U14
U37
U14
U20
6" PVC
CO-06
TOP 18.84
INV OUT 17.99
CO-05
TOP 18.93
INV OUT 17.71
U27
INV: 18.17
INV: 18.17
INV: 18.17
3" PVC
20'
20' PROPOSED PRIVATE
UTILITY EASEMENT
PREMISES IDENTIFICATION SIGNAGE IS REQUIRED DURING
CONSTRUCTION. THIS SIGNAGE IS PERMITTED TO BE
TEMPORARY UNTIL PERMANENT SIGNAGE IS INSTALLED.
U47
U48
ZU01
ZU50
ZU01
U61
20' PROPOSED PRIVATE
UTILITY EASEMENT
U24
19.5'
29'
U30
U31
UTILITY KEYNOTES
NUMBER DESCRIPTION
U03 EXISTING 10" WATER MAIN. CONTRACTOR TO CONFIRM LOCATION
AND DEPTH PRIOR TO CONSTRUCTION VIA SUE.
U04
REPLACE EXISTING SANITARY SEWER MANHOLE WITH POLYCRETE
MANHOLE IN ACCORDANCE WITH CFPUA STANDARDS &
SPECIFICATIONS. EXISTING RIM ELEVATION TO BE MAINTAINED.
U05 EXISTING SANITARY SEWER MANHOLE (TYP.)
U06 EXISTING 8" SANITARY SEWER MAIN (TYP.)
U07 EXISTING UTILITY POLE (TYP.)
U08 EXISTING OVERHEAD UTILITY LINE (TYP.)
U09 EXISTING UNDERGROUND TELEPHONE (TYP.)
U10 EXISTING UNDERGROUND CABLE TV LINE (TYP.)
U14 EXISTING GUY WIRE TO REMAIN
U16 EXISTING GAS MAIN TO REMAIN
U19 10"x2" TAPPING SLEEVE & VALVE
U20 10"x6" TAPPING SLEEVE & VALVE
U21 6" DIP WATER LINE
U23 FIRE HYDRANT ASSEMBLY (TYP.) TO BE INSTALLED PER CAPE FEAR
PUBLIC UTILITY AUTHORITY (CFPUA) SPECIFICATIONS
U24 PROPOSED CFPUA UTILITY EASEMENT (SIZE TBD)
U27 VARIABLE WIDTH PRIVATE SCM ACCESS & MAINTENANCE
EASEMENT
U30
APPROXIMATE 10' LONG X 5' WIDE X 4' DEEP EXCAVATION PIT.
CONTRACTOR TO FIELD VERIFY AND NOTIFY ENGINEER OF ANY
DISCREPANCIES.
U31
APPROXIMATE 10' LONG X 11' WIDE X 4' DEEP EXCAVATION PIT.
CONTRACTOR TO FIELD VERIFY AND NOTIFY ENGINEER OF ANY
DISCREPANCIES.
U36
CORE DRILL INTO NEW MANHOLE FOR 1.25" FORCE MAIN
CONNECTION AND SEAL WITH LINK SEAL OR RUBBER GASKET.
EXISTING PIPE INVERTS TO BE MAINTAINED.
U37 FORCE MAIN; REFER TO PUMP STATION PLANS BY TIMMONS
GROUP.
U47 EXISTING 1" WATER METER & 1" WATER PIPE TO REMAIN.
U48 EXISTING STORM PIPE TO REMAIN.
U52 COORDINATE WITH WATER DEPARTMENT TO ENSURE THAT
SERVICE IS NOT INTERRUPTED AT ANY TIME.
U53
CONNECT TO EXISTING SANITARY SERVICE. CONTRACTOR TO FIELD
VERIFY LOCATION, SIZE, CONDITION, AND INVERT PRIOR TO ANY
CONSTRUCTION. COORDINATE WITH UTILITY PROVIDER.
CONTRACTOR SHALL HAVE EXISTING LINE JETTED AND A CAMERA
RUN THROUGH IT TO VERIFY PRIOR TO ANY CONSTRUCTION.
U60 6" PVC SANITARY SEWER SERVICE (TYP.)
U61 PROPOSED 20' NCDOT DRAINAGE EASEMENT
ZU01
CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TO
START OF CONSTRUCTION. IMMEDIATELY NOTIFY SHEETZ AND CIVIL
ENGINEER OF RECORD IF DISCREPANCIES OR CONFLICTS ARE
FOUND.
ZU02 DOMESTIC WATER SERVICE POINT OF CONNECTION.
ZU04 2" TYPE "K" SOFT COPPER DOMESTIC WATER SERVICE. SERVICE
LINE SHALL HAVE 3' MINIMUM COVER.
ZU05 2" DOMESTIC WATER METER.
ZU06
2" DOMESTIC RPZ BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS) DOWNSTREAM OF THE DOMESTIC WATER METER.
PROVIDE POWER TO HOT BOX.
ZU07 WATER LINE POINT OF ENTRY TO BUILDING; REFER TO MEP PLANS
BY OTHERS.
ZU10 IRRIGATION WATER SERVICE POINT OF CONNECTION.
ZU12
1" TYPE "K" COPPER IRRIGATION WATER SERVICE. SERVICE LINE
SHALL HAVE 3' MINIMUM COVER. INSTALL IRRIGATION SLEEVES
UNDER PAVEMENT. REFER TO IRRIGATION PLANS FOR QUANTITIY,
SIZE, MATERIAL, AND LOCATIONS. VERIFY EXACT LOCATION WITH
SHEETZ CONSTRUCTION MANAGER PRIOR TO PLACING PAVEMENT.
ZU14
1" RPZ IRRIGATION BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS) DOWNSTREAM OF THE IRRIGATION WATER METER.
PROVIDE POWER TO HOT BOX.
ZU20 SANITARY SEWER POINT OF CONNECTION.
ZU22
6" PVC SANITARY SEWER SERVICE @ 1/8" PER LF MIN. SLOPE, 4' MIN.
COVER (TYP.). ALL PVC SEWER PIPING SHALL HAVE TRACER WIRE
PER NC PLUMBING CODE SECTION 306.2.4.
ZU23 SANITARY SEWER CLEANOUT. TRAFFIC RATED IF WITHIN PAVEMENT
(TYP.).
ZU24 2,000 GALLON GREASE TRAP; REFER TO SHEETZ DETAIL 21 AND MEP
PLANS FOR VENTING DETAILS.
ZU25 SANITARY SEWER POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
ZU26 GREASE SERVICE POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
ZU28 SANITARY SEWER LIFT STATION; REFER TO LIFT STATION PLANS
AND MEP PLANS BY OTHERS.
ZU32
ELECTRIC TRANSFORMER PAD LOCATION. COORDINATE WITH
LOCAL PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THE
PROPOSED TRANSFORMER PAD LOCATION. PROVIDE TWO (2) 6"
CONDUITS BETWEEN POINT OF CONNECTION AND TRANSFORMER.
24" MINIMUM BURY DEPTH WITH 18" OF VERTICAL SEPARATION AT
WATER AND SEWER CROSSINGS.
ZU36
PROVIDE POWER TO EMERGENCY SHUT-OFF SWITCH; REFER TO
ELECTRICAL, UNDERGROUND STORAGE TANK SYSTEM PLANS, AND
SHEETZ DETAIL 29.
ZU37 PROVIDE POWER TO LIGHTED BOLLARD (TYP.).
ZU39 PROVIDE POWER TO AIR AND VACUUM MACHINES.
ZU40
PROVIDE POWER TO MID SIGN; WIRED BY BUILDING ELECTRICAL
CONTRACTOR. VERIFY EXACT LOCATION AND DESIGN BEFORE
ROUGH-IN. PERMITTED BY OTHERS.
ZU50 NATURAL GAS SERVICE POINT OF CONNECTION.
ZU52 NATURAL GAS SERVICE CONSTRUCTED BY LOCAL PROVIDER.
ZU53 NATURAL GAS SERVICE METER LOCATION AND POINT OF ENTRY TO
BUILDING; REFER TO MEP PLANS BY OTHERS.
UTILITY NOTES
1.ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS
PREPARED BY TIMMONS GROUP, THE CURRENT REQUIREMENTS OF NEW
HANOVER COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA),
THE APPLICABLE SECTIONS OF THE NCDOT STANDARD SPECIFICATIONS FOR
ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND
STATE LAWS.
2.THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE
FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING
SAFETY AND HEALTH.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND
CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR
TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED
TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH
CONDITIONS AND CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEEN
FIELD CONDITIONS AND DESIGN PLANS ARE DISCOVERED, CONTRACTOR
SHALL NOTIFY OWNER AND ENGINEER IMMEDIATELY.
4.BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN
THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY
NC "ONE CALL" AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND
STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND
EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES.
5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID AND PERFORM ALL
UTILITY WORK IN COMPLIANCE TO ALL APPLICABLE LOCAL AND STATE
CODES AND REGULATIONS.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATED
WITH THE INSTALLATION, INSPECTING, TESTING AND FINAL ACCEPTANCE OF
ALL PROPOSED UTILITY CONSTRUCTION UNLESS OTHERWISE COORDINATED
BEFOREHAND WITH SHEETZ.
7.CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY
COMPANY ON THE ADDITION, REMOVAL AND/OR RELOCATION OF UTILITIES
AND UTILITY POLES AND THE EXTENSION OF ALL PROPOSED UTILITIES TO
THE SHEETZ PROJECT STRUCTURES.
8.ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE
SPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANY. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL UTILITIES ARE
INSTALLED CORRECTLY TO MEET PROJECT REQUIREMENTS WHETHER
PERFORMED BY THE CONTRACTOR OR NOT.
9.AN AS-BUILD DRAWING OF NEW UTILITY SERVICES SHALL BE PREPARED BY
THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF
THE PROJECT.
10.UTILITY COMPANIES AND CONTACTS ARE LISTED ON SHEET C0.0.
11.CONDUIT LOCATIONS TO FREESTANDING SIGNS AND SITE LIGHT POLES TO
BE COORDINATED WITH SHEETZ CONSTRUCTION MANAGER.
12.CONTRACTOR SHALL COORDINATE AND VERIFY WITH SHEETZ
CONSTRUCTION MANAGER ON LOCATION AND SIZE OF THE STORE GREASE
TRAP. GREASE TRAP SHALL BE PROVIDED WITH "T" PIPE IN OUTFLOW
CHAMBER. ALL SANITARY SEWER PIPE SHALL BE THE SDR-35 PVC UNLESS
OTHERWISE NOTED.
13.CONTRACTOR SHALL COORDINATE WITH SHEETZ CONSTRUCTION MANAGER
AND SHEETZ IT DEPARTMENT ON THE CONDUIT ROUTE TO STORE FOR
TELE/COMMUNICATION SERVICES.
14.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION
SET FOR OTHER PERTINENT INFORMATION.
15.CONTRACTOR TO ADHERE TO CHAPTER 33 OF THE 2018 NORTH CAROLINA
FIRE PREVENTION CODE DURING THE CONSTRUCTION PROCESS AND ANY
DEMOLITION.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
5
.
0
-
U
T
I
L
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
8
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C5.0
UT
I
L
I
T
Y
P
L
A
N
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=20'
40'20'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
C5
.
0
IN
S
E
T
A
MA
T
C
H
L
I
N
E
C
5
.
1
T
TP
T
TP
TTP
MKF
T
TP
WM
TTP
Stop Sign
Sign "Do Not Enter"
Sign "Speed Limit 45"
6' W
i
r
e
F
e
n
c
e
UG Cable Mark
C
TVP
T
TP
Road Name Sign
Sign "One Way"
Bus Stop
Road Name Sign
Conc. Sidewalk
MB
Grass MedianConc. Median
Conc. MedianConc. Median
Gas Pumps
Hot Dog Statue
LLR Investments of Wilmington Inc.
PARID: R07100-003-022-000
MAPID: 313405.18.5180.000
DB 5819 PG 398
NSA Property Holdings, LLC
PARID: R07100-003-018-000
MAPID: 313405.18.5544.000
DB 6178 PG 2823
Tract B - MB 49 PG 272
8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W
8''
W
WM
MK
F
MKF
End of Signal
Bus Stop SignHighway 421
Sign
G G G
Electronic
Billboard Sign
UGP
UG Cable Mark
WM
WM
WM
HOTBOXHOTBOXHOTBOX
Sign "Reserved
Parking"
HOTBOX HOTBOX
WM
Sign "One Way"
Ga
t
e
C
o
d
e
p
a
n
e
l
8'' S
A
N
8'' SAN8'' SAN8'' SAN
CO
4" PVC
TTP
CTV
P
TTP
F
I
B
E
R
O
P
T
Lagomarager Holdings, LLC
PARID: R07100-003-382-003
MAPID: 313405.18.2550.003
DB 5300 PG 784
Condo Book 16 PG 294
Road Name Sign
UGTUGTUGT
UGTUGTUGT
UGTUGTUGT
UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGT
UGT
UGT
UCATVUCATVUCATVUCATVUCATVUCATV
UCATV
UCATV
UCATV
UG
TUGTUGTUGT
G
G
G
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
UCATVUCATVUCATVUGTUGTUGT
UCATV
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHUOHUOHUOHUOHUOHU
OH
U
OHP OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP
GGGGGGGGGG
UCATVUCATV
UCATVUCATVUCATVUCATVUCATVUCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGTUGTUGTUGTUGTUGT
UFO UFO UFO
UG
P
UGPUC
A
T
V
UCATV
UCATV UCATV
UCATV UCATV
UCATV
UGTUGT
UGT
UGT UCATVUCATVUCATV
UGTUGTUGTUGT
UCATVUCATVUCATV
UGT UGT
UFO UFO
G
UGP
UG
P
UCA
T
V
UG
TUF
OUGP
OH
U
OH
U
OH
U
OH
P
X
UGP
UGP
UGP
UG
P
G G
X
X
X
X
X
X
WWWWWWWWWWWWWW
EXISTING 25'
PUBLIC UTILITY EASEMENT
DB 3966 PG 169
FM
FM
FMFMFM
FMS
U06
U16
U37
U14
20' PROPOSED PRIVATE
UTILITY EASEMENT
25' PROPOSED PRIVATE
UTILITY EASEMENT
25' EXISTING PUBLIC
UTILITY EASEMENT
U04
U36
ZU01
ZU20
END OF EXISTING PUBLIC
UTILITY EASEMENT
ZU01
UTILITY KEYNOTES
NUMBER DESCRIPTION
U03 EXISTING 10" WATER MAIN. CONTRACTOR TO CONFIRM LOCATION
AND DEPTH PRIOR TO CONSTRUCTION VIA SUE.
U04
REPLACE EXISTING SANITARY SEWER MANHOLE WITH POLYCRETE
MANHOLE IN ACCORDANCE WITH CFPUA STANDARDS &
SPECIFICATIONS. EXISTING RIM ELEVATION TO BE MAINTAINED.
U05 EXISTING SANITARY SEWER MANHOLE (TYP.)
U06 EXISTING 8" SANITARY SEWER MAIN (TYP.)
U07 EXISTING UTILITY POLE (TYP.)
U08 EXISTING OVERHEAD UTILITY LINE (TYP.)
U09 EXISTING UNDERGROUND TELEPHONE (TYP.)
U10 EXISTING UNDERGROUND CABLE TV LINE (TYP.)
U14 EXISTING GUY WIRE TO REMAIN
U16 EXISTING GAS MAIN TO REMAIN
U19 10"x2" TAPPING SLEEVE & VALVE
U20 10"x6" TAPPING SLEEVE & VALVE
U21 6" DIP WATER LINE
U23 FIRE HYDRANT ASSEMBLY (TYP.) TO BE INSTALLED PER CAPE FEAR
PUBLIC UTILITY AUTHORITY (CFPUA) SPECIFICATIONS
U24 PROPOSED CFPUA UTILITY EASEMENT (SIZE TBD)
U27 VARIABLE WIDTH PRIVATE SCM ACCESS & MAINTENANCE
EASEMENT
U30
APPROXIMATE 10' LONG X 5' WIDE X 4' DEEP EXCAVATION PIT.
CONTRACTOR TO FIELD VERIFY AND NOTIFY ENGINEER OF ANY
DISCREPANCIES.
U31
APPROXIMATE 10' LONG X 11' WIDE X 4' DEEP EXCAVATION PIT.
CONTRACTOR TO FIELD VERIFY AND NOTIFY ENGINEER OF ANY
DISCREPANCIES.
U36
CORE DRILL INTO NEW MANHOLE FOR 1.25" FORCE MAIN
CONNECTION AND SEAL WITH LINK SEAL OR RUBBER GASKET.
EXISTING PIPE INVERTS TO BE MAINTAINED.
U37 FORCE MAIN; REFER TO PUMP STATION PLANS BY TIMMONS
GROUP.
U47 EXISTING 1" WATER METER & 1" WATER PIPE TO REMAIN.
U48 EXISTING STORM PIPE TO REMAIN.
U52 COORDINATE WITH WATER DEPARTMENT TO ENSURE THAT
SERVICE IS NOT INTERRUPTED AT ANY TIME.
U53
CONNECT TO EXISTING SANITARY SERVICE. CONTRACTOR TO FIELD
VERIFY LOCATION, SIZE, CONDITION, AND INVERT PRIOR TO ANY
CONSTRUCTION. COORDINATE WITH UTILITY PROVIDER.
CONTRACTOR SHALL HAVE EXISTING LINE JETTED AND A CAMERA
RUN THROUGH IT TO VERIFY PRIOR TO ANY CONSTRUCTION.
U60 6" PVC SANITARY SEWER SERVICE (TYP.)
U61 PROPOSED 20' NCDOT DRAINAGE EASEMENT
ZU01
CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TO
START OF CONSTRUCTION. IMMEDIATELY NOTIFY SHEETZ AND CIVIL
ENGINEER OF RECORD IF DISCREPANCIES OR CONFLICTS ARE
FOUND.
ZU02 DOMESTIC WATER SERVICE POINT OF CONNECTION.
ZU04 2" TYPE "K" SOFT COPPER DOMESTIC WATER SERVICE. SERVICE
LINE SHALL HAVE 3' MINIMUM COVER.
ZU05 2" DOMESTIC WATER METER.
ZU06
2" DOMESTIC RPZ BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS) DOWNSTREAM OF THE DOMESTIC WATER METER.
PROVIDE POWER TO HOT BOX.
ZU07 WATER LINE POINT OF ENTRY TO BUILDING; REFER TO MEP PLANS
BY OTHERS.
ZU10 IRRIGATION WATER SERVICE POINT OF CONNECTION.
ZU12
1" TYPE "K" COPPER IRRIGATION WATER SERVICE. SERVICE LINE
SHALL HAVE 3' MINIMUM COVER. INSTALL IRRIGATION SLEEVES
UNDER PAVEMENT. REFER TO IRRIGATION PLANS FOR QUANTITIY,
SIZE, MATERIAL, AND LOCATIONS. VERIFY EXACT LOCATION WITH
SHEETZ CONSTRUCTION MANAGER PRIOR TO PLACING PAVEMENT.
ZU14
1" RPZ IRRIGATION BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS) DOWNSTREAM OF THE IRRIGATION WATER METER.
PROVIDE POWER TO HOT BOX.
ZU20 SANITARY SEWER POINT OF CONNECTION.
ZU22
6" PVC SANITARY SEWER SERVICE @ 1/8" PER LF MIN. SLOPE, 4' MIN.
COVER (TYP.). ALL PVC SEWER PIPING SHALL HAVE TRACER WIRE
PER NC PLUMBING CODE SECTION 306.2.4.
ZU23 SANITARY SEWER CLEANOUT. TRAFFIC RATED IF WITHIN PAVEMENT
(TYP.).
ZU24 2,000 GALLON GREASE TRAP; REFER TO SHEETZ DETAIL 21 AND MEP
PLANS FOR VENTING DETAILS.
ZU25 SANITARY SEWER POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
ZU26 GREASE SERVICE POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
ZU28 SANITARY SEWER LIFT STATION; REFER TO LIFT STATION PLANS
AND MEP PLANS BY OTHERS.
ZU32
ELECTRIC TRANSFORMER PAD LOCATION. COORDINATE WITH
LOCAL PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THE
PROPOSED TRANSFORMER PAD LOCATION. PROVIDE TWO (2) 6"
CONDUITS BETWEEN POINT OF CONNECTION AND TRANSFORMER.
24" MINIMUM BURY DEPTH WITH 18" OF VERTICAL SEPARATION AT
WATER AND SEWER CROSSINGS.
ZU36
PROVIDE POWER TO EMERGENCY SHUT-OFF SWITCH; REFER TO
ELECTRICAL, UNDERGROUND STORAGE TANK SYSTEM PLANS, AND
SHEETZ DETAIL 29.
ZU37 PROVIDE POWER TO LIGHTED BOLLARD (TYP.).
ZU39 PROVIDE POWER TO AIR AND VACUUM MACHINES.
ZU40
PROVIDE POWER TO MID SIGN; WIRED BY BUILDING ELECTRICAL
CONTRACTOR. VERIFY EXACT LOCATION AND DESIGN BEFORE
ROUGH-IN. PERMITTED BY OTHERS.
ZU50 NATURAL GAS SERVICE POINT OF CONNECTION.
ZU52 NATURAL GAS SERVICE CONSTRUCTED BY LOCAL PROVIDER.
ZU53 NATURAL GAS SERVICE METER LOCATION AND POINT OF ENTRY TO
BUILDING; REFER TO MEP PLANS BY OTHERS.
UTILITY NOTES
1.ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS
PREPARED BY TIMMONS GROUP, THE CURRENT REQUIREMENTS OF NEW
HANOVER COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA),
THE APPLICABLE SECTIONS OF THE NCDOT STANDARD SPECIFICATIONS FOR
ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND
STATE LAWS.
2.THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE
FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING
SAFETY AND HEALTH.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND
CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR
TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED
TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH
CONDITIONS AND CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEEN
FIELD CONDITIONS AND DESIGN PLANS ARE DISCOVERED, CONTRACTOR
SHALL NOTIFY OWNER AND ENGINEER IMMEDIATELY.
4.BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN
THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY
NC "ONE CALL" AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND
STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND
EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES.
5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID AND PERFORM ALL
UTILITY WORK IN COMPLIANCE TO ALL APPLICABLE LOCAL AND STATE
CODES AND REGULATIONS.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATED
WITH THE INSTALLATION, INSPECTING, TESTING AND FINAL ACCEPTANCE OF
ALL PROPOSED UTILITY CONSTRUCTION UNLESS OTHERWISE COORDINATED
BEFOREHAND WITH SHEETZ.
7.CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY
COMPANY ON THE ADDITION, REMOVAL AND/OR RELOCATION OF UTILITIES
AND UTILITY POLES AND THE EXTENSION OF ALL PROPOSED UTILITIES TO
THE SHEETZ PROJECT STRUCTURES.
8.ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE
SPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANY. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL UTILITIES ARE
INSTALLED CORRECTLY TO MEET PROJECT REQUIREMENTS WHETHER
PERFORMED BY THE CONTRACTOR OR NOT.
9.AN AS-BUILD DRAWING OF NEW UTILITY SERVICES SHALL BE PREPARED BY
THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF
THE PROJECT.
10.UTILITY COMPANIES AND CONTACTS ARE LISTED ON SHEET C0.0.
11.CONDUIT LOCATIONS TO FREESTANDING SIGNS AND SITE LIGHT POLES TO
BE COORDINATED WITH SHEETZ CONSTRUCTION MANAGER.
12.CONTRACTOR SHALL COORDINATE AND VERIFY WITH SHEETZ
CONSTRUCTION MANAGER ON LOCATION AND SIZE OF THE STORE GREASE
TRAP. GREASE TRAP SHALL BE PROVIDED WITH "T" PIPE IN OUTFLOW
CHAMBER. ALL SANITARY SEWER PIPE SHALL BE THE SDR-35 PVC UNLESS
OTHERWISE NOTED.
13.CONTRACTOR SHALL COORDINATE WITH SHEETZ CONSTRUCTION MANAGER
AND SHEETZ IT DEPARTMENT ON THE CONDUIT ROUTE TO STORE FOR
TELE/COMMUNICATION SERVICES.
14.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION
SET FOR OTHER PERTINENT INFORMATION.
15.CONTRACTOR TO ADHERE TO CHAPTER 33 OF THE 2018 NORTH CAROLINA
FIRE PREVENTION CODE DURING THE CONSTRUCTION PROCESS AND ANY
DEMOLITION.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
5
.
0
-
U
T
I
L
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
8
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C5.1
UT
I
L
I
T
Y
P
L
A
N
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
C5
.
0
MA
T
C
H
L
I
N
E
C
5
.
1
REMOVE AND REPLACE ASPHALT
PAVEMENT AND
CURB AND GUTTER TO INSTALL
FORCE MAIN
REMOVE AND REPLACE GRAVEL
DRIVEWAY TO INSTALL FORCE MAIN
STANDARD
UST FIELD
VA
N
ST
O
P
NEW SHEETZ STORE
6139 SQ. FT.
FFE: 22.50'
T
TP
TP
MKF
TTP
SPIGOT
Sign "No Soliciting"
Pet Waste Can
Sign "Speed Limit 25"
7
'
W
i
r
e
F
e
n
c
e
5'
W
i
r
e
F
e
n
c
e
5' Wir
e
F
e
n
c
e
Sign "Speed Limit 45"
6' W
i
r
e
F
e
n
c
e
4'
W
i
r
e
F
e
n
c
e
VU
UG Cable Mark
MB
MB
Grass Median
Grass Median
Gravel
Dirt1 Story Block Garage
Metal
Carpo
r
t
T
TP
TTP
OH
U
O
H
U
OHU
OHU
VU
8''
W
8''
W
8''
W
8''
W
8''
W
TR 11 LOB PINE
D
EM
MKF
MKG
MKF
WM
Road Name Sign
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
UCATV UCATVUGT
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP
UC
A
T
V
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV
UCATV
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGT
UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TR
D
TRD
TRD
TRD
TRD
TRHO
TRD
TRD
TRD
TR 19 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 22 LOB PINE
TR 12 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 17 LOB PINE
TR 12 MAP
TR 14 MAP
TR 16 MAP
TR 21 LOB PINE
TR 14 LOB PINE
TR 21 LOB PINE
TR 14 OAK
TR 21 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINETR 16 LOB PINE
TR 9 MAG
TR 10 MAPLE
TR 18 LOB PINE
TR 18 LOB PINE
TR 8 OAK
TR 11 OAK
TR 18 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 36 LIVE OAK
TR 14 OAK
TR 14 LOB PINE
TR 10 MAGNOLIA
TR 16 LOB PINE
TR 14 LOB PINE
TR 15 LOB PINE
TR 18 LOB PINE
TR 24 LOB PINE
TR 24 OAK CLUSTER TR 18 OAK
TR 12 OAK
TR 12 OAKTR 21 GUM
TR 18 LOB PINE
TR 27 LOB PINE
TR 14 LOB PINE
TR 18 LOB PINE
TR 12 LOB PINE
TR 18 LOB PINE
TR 18 LOB PINE
TR 21 LOB PINE
TR 15 MAP
TR 16 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR
TR 16 MAPLE
TR 16 MAPLE
TR
TR 12 OAK
TR 9 GUM
TR 8 GUM
TR 12 MAPLE
TR 10 MAPLE
TR 12 MAPLE
TR 12 MAPLE
TR 14 LOB PINE
TR 10 MAP
TR 19 LOB PINE
TR 10 GUM
TR 21 LOB PINE
TR 9 GUM
TR 18 LOB PINE
TR 14 LOB PINE
TR 14 LOB PINE
TR 13 OAKTR 10 OAK
TR 16 LOB PINE
TR 14 LOB PINE
TR 24 LOB PINE
TR 21 LOB PINE
TR 14 LOB PINE
TR 13 LOB PINE
TR - 8 9" MAGNOLIA
Exist
i
n
g
5
0
'
D
r
a
i
n
a
g
e
Eas
e
m
e
n
t
a
n
d
O
p
e
n
S
p
a
c
e
PB 3
4
P
G
1
5
6
PB
4
2
P
G
3
4
6
S
h
a
d
e
T
r
e
e
L
a
n
e
V
a
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
P
B
3
4
P
G
1
5
6
S
R
2
3
6
1
Brick Sign "The Lakes"
w/ Post Lights
18" RCP
18" RCP
Possible Junction
Possible Junction
18
"
R
C
P
18
"
R
C
P
18" RCP
1
8
"
R
C
P
18" RCP 15" RCP
1
8
"
R
C
P
18" RCP
18" RCP
18" RCP18" RCP
7
2
"
R
C
P
7
2
"
R
C
P
48" RCP
4
8
"
R
C
P
48
"
R
C
P
48" RCP
4
8
"
R
C
P
36" RCP
18" RCP
18" RCP
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8''
W
W
CAROLINA BEACH ROAD
VARIABLE WIDTH PUBLIC R/W
DB 20 PG 91, PB 16 PG 1,
PB 25 PG 190 & PB 42 PG 346
US-421
FM
FM
FM
FM
FM
FM
RD RD RD
DS
RD
RD RD RD
DS
DS
DS
RD RD
RD
DS DS DS DS DS
DS
W W W
W
W
W
W
W
W
W
G G
G
G
G
G
QL (4)
QL (1)
QL (1)
QL (1)
QL (1)
QL (1)
QL (6)
QL (1)
NS (7)NS (2)NS (2)
NS (2)
NS (1)
NS (1)
ND (3)
ND (3)
ND (6)
LC (23)LC (8)LC (5)
IC (10)IC (3)IC (23)
LC (6)
IC (6)
IEB (14)
SOD
SOD WITH SEED AS OPTION
DETERMINED BY SHEETZ
CONSTRUCTION MANAGER
SOD
SOD
SOD
SOD
SODSOD
LG (1)
LG (1)
EXISTING FENCE
EXISTING TREE LINE
IEB (3)
SOD
10' X 70'
SIGHT
DISTANCE
TRIANGLE
10' X 70' SIGHT
DISTANCE TRIANGLE
PARCEL 1
PARCEL 2
QL (3)
HH (11)
HH (10)
HH (6)
HH (7)
HH (3)
HH (8)
HH (9)
PLANT SCHEDULE
SYMBOL QNTY BOTANICAL NAME COMMON NAME
MIN.
INSTALLATION
SIZE
CANOPY TREE
NS 15 NYSSA SYLVATICA BLACK GUM 2" CAL. (MIN.)
QL 19 QUERCUS LAURIFOLIA LAUREL OAK 2" CAL. (MIN.)
UNDERSTORY
LG 2 MAGNOLIA GRANDIFLORA
'LITTLE GEM'
LITTLE GEM
MAGNOLIA 8' HT.
SHRUBS
IEB 17 ILEX X 'EMILY BRUNER'EMILY BRUNER
HOLLY 36" MIN. HT.
IC 42 ILEX CORNUTA
'BURFORDII NANA'
DWARF BURFORDI
HOLLY 18" MIN. HT.
LC 42 LOROPETALUM CHINESE
'RUBY'
RUBY
LOROPETALUM 18" MIN. HT.
ND 12 NANDINA DOMESTICA
'FIREPOWER'
FIREPOWER
NANDINA 18" MIN. HT.
HH 55 ILEX CRENATA
'HOOGENDORN'
HOOGENDORN
HOLLY 18" MIN. HT.
GROUND
COVER
SOD HYBRID BERMUDA
SEED HYBRID BERMUDA
3" THICK DOUBLE SHRED HARDWOOD MULCH DYED BROWN OR BLACK WITH
DeWITT 15 YEAR WEED BARRIER WOVEN POLYPROPYLENE OR APPROVED
EQUAL
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
6
.
0
-
P
L
N
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
8
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C6.0
LA
N
D
S
C
A
P
E
P
L
A
N
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
LANDSCAPE NOTES:
PRE-CONSTRUCTION
·PRIOR TO CONSTRUCTION LOCATE ALL UNDERGROUND UTILITIES WITHIN AND ADJACENT TO
THE WORK AREA. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE
BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE.
PROTECT ALL UTILITIES. REPAIR ALL DAMAGE TO UTILITIES, STRUCTURES, SITE
APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF CONSTRUCTION.
·CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A LANDSCAPE
CONTRACTOR REGISTERED IN THE STATE OF NORTH CAROLINA.
·VERIFY ALL PLANT MATERIAL QUANTITIES ON PLANS PRIOR TO BIDDING. PLANT LIST TOTALS
ARE FOR CONVENIENCE ONLY AND MUST BE VERIFIED.
·PLANT MATERIAL SUBSTITUTIONS CAN ONLY OCCUR WITH PRIOR WRITTEN APPROVAL BY
LANDSCAPE ARCHITECT.
·PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING OR ZONING
PERMIT AN ON-SITE PRE-CONSTRUCTION CONFERENCE SHALL TAKE PLACE WITH THE
DEVELOPER AND THE ADMINISTRATOR TO REVIEW PROCEDURES FOR THE PROTECTION AND
MANAGEMENT OF ALL LANDSCAPE ELEMENTS TO REMAIN.
·ALL PLANT MATERIALS ARE SUBJECT TO LANDSCAPE ARCHITECT APPROVAL BEFORE, DURING,
AND AFTER INSTALLATION.
o ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO
SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND
REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE.
·ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".
o ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
o ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS
INDICATED IN THE PLANT LIST.
o ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD.
CONSTRUCTION/INSTALLATION
·CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN
STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. THIS PLAN
DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.
·CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSED PLANT BED
AND SUBMIT COPIES OF THE RESULTS TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING
WORK.
·STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ALL DEBRIS
FROM THE HOLE. FILL WITH TOP SOIL, COMPACT, AND RAKE SMOOTH PRIOR TO INSTALLING
NEW PLANT MATERIAL.
·CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN
DELIVERY AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.
·ALL LANDSCAPED AND LAWN AREAS ARE TO RECEIVE A MINIMUM OF 4” OF TOPSOIL.
·ALL LANDSCAPE ISLANDS SHALL BE GRADED FOR POSITIVE DRAINAGE WITH NO LOW SPOTS
ALLOWING WATER TO BE TRAPPED.
·INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO
PLANS SO MATERIAL WILL NOT INTERFERE WITH SIGHT DISTANCES.
·THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALL ALLOW
FOR A 2.5' BUMPER OVERHANG FROM THE BACK OF CURB.
·ALL TREES MUST BE GUYED OR STAKED AS DETAILED.
·AREAS DAMAGED FROM PLANT RELOCATION OR OTHER ACTIVITIES OF LANDSCAPE
CONTRACTOR TO BE RESEEDED AND ESTABLISHED AT NO ADDITIONAL COST TO THE OWNER.
·CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION
AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY
OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. IT MAY BE NECESSARY TO TRUCK
IN NON-CITY WATER TO MEET PLANT NEEDS.
·USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL
INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL
RESTRICTIONS.
·ALL LAWN AREAS TO BE SEEDED SHALL USE A LOCALLY GROWN COMMERCIAL MIX MEETING
LATEST STATE OF NORTH CAROLINA AGRICULTURE STANDARDS FOR SEED AND PLANT
CERTIFICATION.
·SEEDING AND STRAW NOTES FOR LAWN AREAS:
o RIP THE ENTIRE AREA TO DEPTH OF NOT LESS THAN 6”.
o REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
SMOOTH AND UNIFORM. DISPOSE OF WASTE MATERIAL OFF-SITE.
o CHISEL COMPACTED AREAS AND SPREAD TOPSOIL TO SPECIFIED DEPTH.
o APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX
WITH SOIL. APPLY SOIL AMENDMENTS PER REQUIRED SOIL ANALYSIS RECOMMENDATIONS.
o CONTINUE TILAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED.
o SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
o MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
o INSPECT ALL SEEDED AREAS AND IF POSSIBLE, MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON. IF GRANDSTAND SHOULD BE OVER 60%
DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND SEEDING RATES.
o ANCHOR TACK WITH LIQUID ASPHALT AT 400 GAL/ACRE OR EMULSIFIED ASPHALT AT 300
GAL/ACRE.
·PLANTING BEDS TO BE COMPLETELY COVERED WITH A MINIMUM 4" DEPTH OF MATERIAL FROM
A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER. REFER TO LANDSCAPE SCHEME
FOR MATERIAL SPECIFICATIONS.
·MULCH ALL PLANT BEDS AND TREE RINGS WITH FRESH, CLEAN MATERIAL PER
SPECIFICATIONS. ALL MULCH EDGES SHALL BE NEATLY TUCKED. ALL STRING AND/OR BAILING
WIRE SHALL BE REMOVED. DUST SHRUBS AND GROUND COVER AFTER MULCHING TO REMOVE
LOOSE MATERIAL FROM PLANTS. DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK:
KEEP A MINIMUM OF 4" AWAY FROM TREE TRUNK OR BASE OF PLANT.
·MULCH AND NO-MOW MIXES SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTER HEAVY
RAIN EVENTS. IF NO-MOW MIX GERMINATES AT A RATE OF LESS THAN 90%, THEN REMOVE
OTHER SPECIES AND RESEED.
INSPECTIONS/GUARANTEE
·LANDSCAPE CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR UPON COMPLETION OF
LANDSCAPE INSTALLATION. CONTRACTOR WILL VERIFY COMPLETENESS INCLUDING THE
REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR
SCHEDULING A FINAL INSPECTION BY LANDSCAPE ARCHITECT.
·PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH
APPROVED PLANS BY A SITE PLAN REVIEW AGENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY.
·CONTRACTOR TO GUARANTEE ALL PLANT MATERIALS FOR ONE FULL YEAR AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. WARRANTY PERIOD SHALL BEGIN UPON
CERTIFICATE OF OCCUPANCY OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVER
COMES FIRST.
N
A
D
8
3
0
SCALE 1"=30'
60'30'
ACF GRASS CELL
REFER TO DETAIL
NEW HANOVER COUNTY LANDSCAPE REQUIREMENTS
REQUIREMENT PARCEL 1 CALCULATION PARCEL 2 CALCULATION
GENERAL STANDARDS:
U.D.O. 5.4.2.B:
MIN. OF 15 TREES RETAINED OR PLANTED FOR EACH ACRE DISTURBED BY
DEVELOPMENT.
TREES RETAINED ON THE PARCEL IN ACCORDANCE WITH SECTION 5.3, TREE
RETENTION SHALL COUNT TOWARD THIS REQUIREMENT.
2.43 AC * 15 = 37 TREES REQUIRED
42 EXISTING TREES RETAINED
31 PROPOSED TREES
42 + 31 = 73 TREES PROVIDED
2.95 AC * 15 = 45 TREES REQUIRED
44 EXISTING TREES RETAINED
5 PROPOSED TREES
44 + 5 = 49 TREES PROVIDED
PERIMETER BUFFERS:
U.D.O. 5.4.3:
TYPE 'A' OPAQUE BUFFERS PROVIDED ADJACENT TO RESIDENTIAL ZONED
PROPERTIES
EXISTING VEGETATION & EXISTING FENCE ARE BEING
PRESERVED IN THESE AREAS WHICH EXCEEDS THE
PERFORMANCE STANDARDS REQUIRED BY THE UDO.
EXISTING VEGETATION & EXISTING FENCE ARE BEING
PRESERVED IN THESE AREAS WHICH EXCEEDS THE
PERFORMANCE STANDARDS REQUIRED BY THE UDO.
SCREENING:
UDO 5.4.4.B:
FOLLOWING USES SCREENED FROM RESIDENTIAL USES WITH SOLID FENCE:
1. DUMPSTERS OR OTHER TRASH HOLDING AREAS; AND
2. OUTSIDE STORAGE AREAS.
DUMPSTER ENCLOSURE WITH SOLID FENCE PROPOSED N/A
UDO 5.4.4.C:
FOLLOWING USES SCREENED FROM ANY PUBLIC RIGHT-OF-WAY OR ADJACENT
PROPERTY BY VEGETATIVE MATERIALS, BERMS, FENCING, WALLS, AND/OR ANY
COMBINATION THEREOF TO A HEIGHT OF AT LEAST EIGHT FEET:
1. REAR SIDE OF A BUILDING WHERE THAT SIDE ABUTS A STREET
RIGHT-OF-WAY; AND
2. ANY DUMPSTER OR TRASH RECEPTACLE STORAGE AREA.
DUMPSTER ENCLOSURE WITH SOLID FENCE PROPOSED N/A
PARKING LOT:
UDO 5.4.5.C:
LANDSCAPED AREAS EQUAL 8% OF THE TOTAL VEHICULAR USE AREA
ONE TREE PER 144 SQ FT
TOTAL AREA: 52,528 SF
INTERIOR PARKING LOT LANDSCAPING: 52,528 * 8% = 4,202 SF
REQUIRED: 4,202 SF / 144 SF = 29 TREES
29 PROPOSED TREES ON-SITE
TOTAL AREA: 7,729 SF
INTERIOR PARKING LOT LANDSCAPING: 7,729 * 8% = 618 SF
REQUIRED: 618 SF / 144 SF = 4 TREES
5 PROPOSED TREES ON-SITE
STREET YARDS:
U.D.O. 5.4.6:
25 SF PER EVERY LF OF STREET FRONTAGE
50% STREET YARD AREA REQUIRED FOR SECONDARY STREET FRONTAGES
FOR EVERY 600 SF:
1. 1 CANOPY TREE OR 3 UNDERSTORY TREE
2. 6 SHRUBS
CAROLINA BEACH RD - EAST OF DRIVEWAY:
287 LF * 25 LF = 7,175 SF
7,175 SF / 600 SF = 11.96
11.96 * 1 = 11.96 = 12 SHADE TREE
11.96 * 6 = 71.76 = 72 SHRUBS
SHADE TREE LN - SOUTH OF DRIVEWAY:
108 LF * 25 LF = 2,700 SF
2,700 SF / 600 SF * 50% = 2.25
2.25 * 1 = 2.25 = 3 SHADE TREE
2.25 * 6 = 13.5 = 14 SHRUBS
SHADE TREE LN - NORTH OF DRIVEWAY:
21 LF * 25 LF = 525 SF
525 SF / 600 SF * 50% = 0.4375
0.44 * 1 = 0.44 = 1 SHADE TREE
0.44 * 6 = 2.64 = 3 SHRUBS
CAROLINA BEACH RD - WEST OF DRIVEWAY:
47 LF * 25 LF = 1,175 SF
7,175 SF / 600 SF = 1.95
1.95 * 1 = 1.95 = 2 SHADE TREE
1.95 * 6 = 11.70 = 12 SHRUBS
PERIMETER BUFFERS:
U.D.O. 5.4.3:
TYPE 'A' OPAQUE BUFFERS PROVIDED ADJACENT TO RESIDENTIAL ZONED
PROPERTIES
EXISTING VEGETATION & EXISTING FENCE ARE BEING
PRESERVED IN THESE AREAS WHICH EXCEEDS THE
PERFORMANCE STANDARDS REQUIRED BY THE UDO.
EXISTING VEGETATION & EXISTING FENCE ARE BEING
PRESERVED IN THESE AREAS WHICH EXCEEDS THE
PERFORMANCE STANDARDS REQUIRED BY THE UDO.
FOUNDATION PLANTING:
U.D.O. 5.4.7.B:
FOUNDATION PLANTING AREA EQUALS 12% OF THE AREA OF THE BUILDING
FACE ADJACENT TO THE PARKING AREA OR INTERNAL DRIVE
U.D.O. 5.4.7.C.1
EXEMPTIONS
1. FOR THOSE PORTIONS OF BUILDINGS THAT HAVE DRIVE-UP SERVICES (E.G.,
PHARMACIES, BANKS, FAST FOOD RESTAURANTS, DRY CLEANERS, PHOTO
SHOPS, ETC.); AND
2. ON THE REAR SIDE OF A BUILDING WHEN LESS THAN 10 PERCENT OF THE
TOTAL REQUIRED PARKING IS LOCATED IN THE REAR OF THE BUILDING AND THE
REAR IS NOT ADJACENT TO ANY PUBLIC RIGHT-OF-WAY.
NORTH BUILDING FACE AREA: EXEMPT
DRIVE-THORUGH SERVICES
SOUTH BUILDING FACE AREA: 2,192 SF
AREA REQUIRED: 2,192 SF * 12% = 263 SF
AREA PROVIDED: 264 SF
EAST BUILDING FACE AREA: 1,309 SF
AREA REQUIRED: 1,309 SF * 12% = 157 SF
AREA PROVIDED: 159 SF
WEST BUILDING FACE AREA: 1,337 SF
AREA REQUIRED: 1,337 SF * 12% = 160 SF
AREA PROVIDED: 162 SF
N/A
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
6
.
0
-
P
L
N
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
8
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C6.1
LA
N
D
S
C
A
P
E
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
LANDSCAPE NOTES:
·SOD AREAS SHALL BE TIFTUF BERMUDA.
·BERMUDA SEED AREAS SHALL BE HYBRID BERMUDA UNLESS OUT OF SEASON.
IF OUT OF SEASON THE CONTRACTOR SHALL PROVIDE TEMPORARY SEED
CAPABLE OF GERMINATING AT TIME OF INSTALLATION AND THEN RE-SEED
WITH BERMUDA AS SOON AS WEATHER CONDITIONS ALLOW.
·SEED RAE SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.
·CONTRACTOR SHALL OBTAIN THREE (3) SOIL SAMPLES FROM TOPSOIL
STOCKPILE AREA(S) AND SUBMIT TO A LAB FOR NUTRIENT ANALYSIS. A COPY
OF THE REPORT INCLUDING RECOMMENDED AMENDMENT SCHEDULE SHALL BE
PROVIDED TO THE OWNER PRIOR TO INSTALLATION.
·LAWN AREAS SHALL BE TILLED TO A MINIMUM DEPTH OF SIX (6) INCHES AND
GRADED SMOOTH PRIOR TO SOD INSTALLMENT.
·IRRIGATION PLANS SHALL BE PREPARED BY OTHERS.
·IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT SEEDED AREAS
ARE FULLY COVERED WITH MATURE GRASS PRIOR TO FINAL ACCEPTANCE BY
THE OWNER. ADDITIONAL SEEDING MAY BE REQUIRED IN BARE AREAS IF
ORIGINAL SEED DOES NOT ESTABLISH.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
7
.
0
-
N
T
D
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
9
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C7.0
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
7
.
0
-
N
T
D
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
9
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C7.1
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
7
.
0
-
N
T
D
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
9
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C7.2
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
7
.
0
-
N
T
D
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
9
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C7.3
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
7
.
0
-
N
T
D
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
9
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C7.4
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
7
.
0
-
N
T
D
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
9
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C7.5
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
STOCKPILE AREA
NO SCALE
NOTES
SOIL SAMPLING, SOILS EXCAVATED SHALL BE STOCKPILED AT A DESIGNATED SOUL STAGING AREA
ONSITE. ALL BOUNDARIES OF STOCK PILES SHALL BE WRAPPED IN SILT FENCE AND OUTLETS ON THE
LOW ENDS.
MATERIALS
(SEDIMENT FENCE)
1.Use a synthetic filter fabric of at least 95% by weight of polyolefins or polyester, which is certified by the manufacturer or supplier as conforming to the requirements in astm d 6461, which is shown in part in table 6.62b.
2.Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers to provide a minimum of 6 months of expected usable construction life at a temperature range of 0 to 120° f.
3.Ensure that post for sediment fences are 1.25 lb/linear ft minimum steel with a minimum length of 5 feet. Make sure that steel posts have projections to facilitate fastening the fabric.
4.For reinforcement of standard strength filter fabric, use wire fence with a minimum 14 gauge and a maximum mesh spacing of 6 inches.
CONSTRUCTION SPECIFICATIONS
(SEDIMENT FENCE)
1.Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics.
2.Ensure that the height of the sediment fence does not exceed 24 inches above the ground
surface. (Higher fences may impound volumes of water sufficient to cause failure of the
structure.)
3.Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints.
When joints are necessary, securely fasten the filter cloth only at a support post with 4 feet
minimum overlap to the next post.
4.Support standard strength filter fabric by wire mesh fastened securely to the upslope side of
the posts. Extend the wire mesh support to the bottom of the trench. Fasten the wire
reinforcement, then fabric on the upslope side of the fence post. Wire or plastic zip ties should
have minimum 50 pound tensile strength.
5.When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Support posts
should be driven securely into the ground a minimum of 24 inches.
6.Extra strength filter fabric with 6 feet post spacing does not require wire mesh support fence.
Securely fasten the filter fabric directly to posts. Wire or plastic zip ties should have minimum
50 pound tensile strength.
7.Excavate a trench approximately 4 inches wide and 8 inches deep along the proposed line of
posts and upslope from the barrier (Figure 6.62a).
8.Place 12 inches of the fabric along the bottom and side of the trench.
9.Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of
the backfill is critical to silt fence performance.
10.Do not attach filter fabric to existing trees.
SEDIMENT FENCE INSTALLATION USINGTHE SLICING METHOD
Instead of excavating a trench, placing fabric and then backfilling trench, sediment fence may be
installed using specially designed equipment that inserts the fabric into a cut sliced in the ground
with a disc (Figure 6.62b).
Installation Specifications
1.The base of both end posts should be at least one foot higher than the middle of the fence.
Check with a level if necessary.
2.Install posts 4 feet apart in critical areas and 6 feet apart on standard applications.
3.Install posts 2 feet deep on the downstream side of the silt fence, and as close as possible to the
fabric, enabling posts to support the fabric from upstream water pressure.
4.Install posts with the nipples facing away from the silt fabric.
5.Attach the fabric to each post with three ties, all spaced within the top 8 inches of the fabric.
Attach each tie diagonally 45 degrees through the fabric, with each puncture at least 1 inch
vertically apart. Also, each tie should be positioned to hang on a post nipple when tightened to
prevent sagging.
6.Wrap approximately 6 inches of fabric around the end posts and secure with 3 ties.
7.No more than 24 inches of a 36 inch fabric is allowed above ground level.
8.The installation should be checked and corrected for any deviations before compaction.
9.Compaction is vitally important for effective results. Compact the soil immediately next to the
silt fence fabric with the front wheel of the tractor, skid steer, or roller exerting at least 60
pounds per square inch. Compact the upstream side first, and then each side twice for a total of
4 trips.
SILT FENCE STONE OUTLET
N.T.S
4' MIN
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE.
2:1
16"MIN
8"
4"
STEEL POST SET
MAX 2' APART MIN
2' INTO SOLID GROUND
FRONT VIEW
SECTION VIEW
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH.
SILT FENCE
STEEL POST
WOVEN WIRE FABRIC
3' FILTER FABRIC APRON
ON GROUND
BURY 6" UPPER EDGE OF
FILTER FABRIC APRON IN TRENCHBURY WIRE FENCE AND
HARDWARE CLOTH
NOTES:
MAINTENANCE:
1.INSPECT SILT FENCE STONE OUTLET WEEKLY OR AFTER EACH
SIGNIFICANT RAINFALL EVENT (12 INCH OR GREATER). MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2.REMOVE SEDIMENT DEPOSITS AS NECESSARY, RESTORE TO ITS
ORIGINAL DIMENSIONS AND REPLACE STONE THAT IS IMPAIRED BY
SEDIMENT.
1.REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2.REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
Size of Riprap stones
Weight
(lb)
Mean Spherical
Diameter (ft)
Length
(ft)
Rectangular
Shape
Width/Height (ft)
50 0.8 1.4 0.5
100 1.1 1.8 0.6
150 1.3 2.0 0.7
300 1.6 2.6 0.9
500 1.9 3.0 1.0
1000 2.2 3.7 1.3
1500 2.6 4.7 1.5
2000 2.8 5.4 1.8
4000 3.6 6.0 2.0
6000 4.0 6.9 2.3
8000 4.5 7.6 2.5
20,000 6.1 10.0 3.3
Sizes for Riprap and Erosion Control Stone
Specified by NCDOT
Riprap Erosion Control
Class 1 Class 2 Class A Class B
5-200 lb 25-250 lb 2"-6"5"-15"
30% shall weigh
a minimum of 60
lbs each
60% shall weigh
a minimum of 100
lbs each
No more than
10% shall weigh
less than 15 lbs
each
No more than 5%
shall weigh less
than 50 lbs each
10% tolerance
top and bottom
sizes
Equally
distributed, no
gradation
specified
Equally
distributed, no
gradation
specified
Riprap should be a well-graded mixture with 50% by weight
larger than the specified design size.
Diameter of the largest stone size in the mix should be 1.5
times the d50 size with smaller sizes grading down to 1 inch.
Synthetic Filter Fabric:
1.Place the cloth filter directly on the prepared foundation.
2.Overlap the edges by at least 12 inches, and space
anchor pins every 3 feet along the overlap.
3.Bury the upstream end of the cloth a minimum of 12
inches below ground and bury the lower end of the cloth
or over lap with the next section as required.
4.If damage occurs while placing riprap, remove the riprap,
and repair the sheet by adding another layer of filter
material with a minimum overlap of 12 inches around the
damaged area. If damage is extensive, remove and
replace the entire sheet.
5.If placing large stones or machine placing is difficult, a 4
inch layer of fine gravel or sand may be needed to
protect the filter cloth.
6" GRAVEL FILTER
(OR FILTER CLOTH)T min.
1.5 T min.
DATE:PAGE:
NORTH CAROLINADepartment of Environmental Quality
Effective Date: 9/1/2023
In accordance with the 2013
Design Manual UpdatesRIP RAP
Subgrade Preparation:
1.Prepare the subgrade for riprap and filter to the required
lines and grades shown on the plans.
2.Compact any fill required in the subgrade to a density
approximating that of the surrounding undisturbed
material or overfill depressions with riprap.
3.Remove brush, trees, stumps, and other objectionable
material.
Sand and Gravel Filter Blanket:
1.Place the filter blanket immediately after the ground
foundation is prepared.
2.When using gravel, spread filter stone in a uniform
layer to the specified depth.
3.When more than one layer of filter material is used,
spread the layers with minimal mixing.
Maintenance:
In general, once a riprap installation has been properly designed
and installed it requires very little maintenance. Riprap should
be inspected periodically for scour or dislodged stones. Control
of weed and brush growth may be needed in some locations.
Stone Placement:
1.Placement of riprap should follow immediately after placement of the filter.
2.Place so that riprap forms a dense, well-graded mass of stone with a minimum of voids.
3.Place to its full thickness in one operation.
4.Do not place by dumping through chutes or other methods that cause segregation of stone sizes.
5.Take care not to dislodge underlying base or filter when placing stone.
6.The toe of the riprap slope should be keyed to a stable foundation at its base.
7.The toe should be excavated to a depth about 1.5 times the design thickness of the riprap and
extend horizontally from the slope, as shown above.
8.Hand placing may be necessary to achieve the proper distribution of stone sizes to produce a
relatively smooth, uniform surface.
T
FILTER
BLANKET
d
SECTION AA
La
AAAA
d
La
FILTER
BLANKET
PLAN
SECTION A
PLAN
AA
d0
3d0
PIPE OUTLET TO WELL-DEFINED CHANNEL
PIPE OUTLET TO FLAT AREA NO WELL-DEFINED CHANNEL
NOTES:
1.Compact any fill required in the subgrade to the density
of the surrounding undisturbed material. Low areas in
the subgrade on undisturbed soil may also be filled by
increasing the riprap thickness.
2.The riprap and gravel filter must conform to the specified
grading limits shown on the plans.
3.Filter cloth, when used, must meet design requirements,
and be properly protected from punching or tearing
during installation. Repair any damage by removing the
riprap and placing another piece over the damaged area.
If the damage is extensive, replace the entire filter cloth.
4.All connecting joints should overlap so the top layer is
above the downstream layer a minimum of 1 foot.
5.The minimum thickness of the riprap should be 1.5 times
the maximum stone diameter but not less than 6".
6.Riprap may be field stone or rough quarry stone. It
should be hard, angular highly weather-resistant and well
graded.
7.Construct the apron on zero grade with no overfill at the
end. Make the top of the riprap at the downstream end
level with the receiving area or slightly below it.
8.Ensure that the apron is properly aligned with the
receiving stream and preferably straight throughout its
length. If a curve is needed, place in the upper section of
the apron.
MAINTENANCE:
1.Inspect outlet structures at least weekly and after
each rainfall of 1.0 inch or greater.
2.Check outlets for erosion around or below riprap
and for if stones have been dislodged. Make
repairs immediately to prevent further damage.
La = Length of Riprap Apron
d = Thickness of Riprap Apron
La = Length of Riprap Apron
d = Thickness of Riprap Apron
DATE:PAGE:
NORTH CAROLINADepartment of Environmental Quality
Effective Date: 9/1/2023
In accordance with the 2013
Design Manual UpdatesOUTLET STABILIZATION STRUCTURE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
7
.
1
-
N
T
D
T
2
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
9
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C7.6
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
MAINTENANCE SPECIFICATIONS
(POROUS BAFFLES)
1.Inspect baffles at least once a week and after each rainfall. Make any required repairs immediately.
2.Be sure to maintain access to the baffles. Should the fabric of a baffle collapse, tear, decompose, or become ineffective, replace it
promptly.
3.Remove sediment deposits when it reaches half full to provide adequate storage volume for the next rain and to reduce pressure on
the baffles. Take care to avoid damaging the baffles during cleanout, and replace if damaged during cleanout operations.
Sediment depth should never exceed half the designed storage depth.
4.After the contributing drainage area has been properly stabilized, remove all baffle materials and unstable sediment deposits, bring
the area to grade, and stabilize it.
MATERIALS
(POROUS BAFFLES)
1.Use matting made of 100% coconut fiber (coir) twine woven into high strength matrix with the properties shown in table 6.6.5a.
2.Staples should be made of 0.125 inch diameter new steel wire formed into a "U" shape not less than 12 inches in length with a
throat of 1 inch in width. The staples anchor the porous baffles into the sides and bottom of the basin.
3.Ensure that steel post form porous baffles area of a sufficient height to support baffles at desired height. Post should be
approximately 1-3/8" wide measured parallel to the fence, and have a minimum weight of 1.25 lb/linear ft. The posts must be
equipped with an anchor plate having a minimum area of 14.0 square inches and be of the self-fastnener angle steel type to have a
means of retaining wire and coir fiber mat in the desired position without displacement.
4.Use 9-gauge high tension wire for support wire.
Thickness
Tensile Strength (Wet)
Elongation (Wet)
Flow Velocity
Weight
Minimum Width
Open Area
0.30 in. minimum
900 x 680 lb/ft minimum
69% x 34% maximum
10-12 ft/sec
20 oz/SY (680 g/m2 ) minimum
6.5 feet
50% maximum
Coir Fiber Material Property Requirements
Table 6.65a Specifications for Porous Baffle Material
CONSTRUCTION SPECIFICATIONS
(POROUS BAFFLES)
1.Grade the basin so that the bottom is level front to back and side to side.
2.Install the coir fiber baffles immediately upon excavation of the basins.
3.Install posts across the width of the sediment trap (Practice 6.62, Sediment Fence).
4.Steel posts should be driven to a depth of 24 inches and spaced a maximum of 4 feet apart. The top of the fabric should be a
minimum of 2 inches lower than the top of the earthen embankment.
5.Install at least three rows of baffles between the inlet and outlet discharge point. Basins less than 20 feet in length may use 2
baffles.
6.Attach a 9 gauge high tension wire stand to the steel post at a height of 6 inches above the spillway elevation with plastic ties or
wire fasteners to prevent sagging. If the temporary sediment basin will be converted to a permanent stormwater basin of a greater
depth, the baffle height should be based on the pool depth during use as a temporary sediment basin.
7.Extend 9 gauge minimum high tension wire strand to side of basin or install steel T-post to anchor baffle to side of basin and
secure to vertical end posts as shown in Figure 6.65b.
8.Drape the coir fiber mat over the wire stand mounted at a height of 6 inches above the spillway elevation. Secure the coir fiber
mat to the wire strand with plastic ties or wire fasteners. Anchor the matting to the sides and floor of the basin with 12 inch wire
staples, approximately 1 ft apart, along the bottom and side slopes of the basin.
9.Do not splice the fabric, but use a continuous piece across the basin.
10.Adjustments may be required in the stapling requirements to fit individual site conditions.
INSTALLATION SPECIFICATIONS
(SKIMMER)
1.Prevent the skimming device from settling into the mud by excavating a shallow pit under the skimmer or providing a low
support under the skimmer of stone or timber.
2.Assemble the skimmer following the manufacturers instructions, or as designed.
3.Lay the assembled skimmer on the bottom of the basin with the flexible joint at the inlet of the barrel pipe. Attach the flexible
joint to the barrel pipe and position the skimmer over the excavated pit or support. Be sure to attach a rope to the skimmer and
anchor it to the side of the basin. This will be used to pull the skimmer to the side for maintenance.
MAINTENANCE SPECIFICATIONS
(SKIMMER)
1.Inspect skimmer sediment basins at least weekly and after each significant (one-half inch or greater) rainfall event and repair
immediately. Remove sediment and restore the basin to its original dimensions when sediment accumulates to one-half the
height of the first baffle. Pull the skimmer to one side so that the sediment underneath it can be excavated. Excavate the
sediment from the entire basin, not just around the skimmer or the first cell. Make sure vegetation growing in the bottom of the
basin does not hold down the skimmer.
2.If the skimmer is clogged with trash and there is water in the basin, usually jerking on the rope will make the skimmer bob up
and down and dislodge the debris and restore flow. If this does not work, pull the skimmer over to the side of the basin and
remove the debris. Also check the orifice inside the skimmer to see if it is clogged; if so remove the debris.
3.If the skimmer arm is clogged, the orifice can be removed and the obstruction cleared with a plumber's snake or by flushing
with water. Be sure and replace the orifice before repositioning the skimmer.
4.Freezing weather can result in ice forming in the basin. Some special precautions should be taken in the winter to prevent the
skimmer from plugging with ice.
SEDIMENT BASIN REMOVAL SEQUENCE:
1.ONCE A GOOD STAND OF GRASS HAS BEEN ESTABLISHED AND APPROVAL FROM NCDEQ HAS
BEEN OBTAINED, SEDIMENT BASINS SHALL BE REMOVED.
2.DEWATER BASINS USING A DEWATERING SOCK.
3.REMOVE SKIMMER DEVICE, SEDIMENT, PVC/HDPE PIPING, RISER OUTLET STRUCTURE, COIR FIBER
BAFFLES AND RIPRAP APRONS.
4.BREACH DAMS AND USE DAM MATERIAL AND ASSOCIATED STOCKPILE TO FILL IN THE BASIN.
GRADE THE BASIN AREA TO MATCH THE GRADE OF THE EXISTING CONDITIONS. ALL EXISTING
DRAINAGE PATTERNS ARE TO BE REESTABLISHED. MAINTAIN POSITIVE DRAINAGE AT ALL TIMES.
5.SEED AND STABILIZE BASIN BOTTOM, SLOPES AND ALL DISTURBED AREAS IMMEDIATELY.
NOTIFICATION OF COMBINED SELF MONITORING AND SELF INSPECTION
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE
PROJECT TO MAKE SURE THAT THE APPROVED EROSION CONTROL AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK
EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR DEVELOPED A COMBINED FORM. THE SELF-INSPECTION PROGRAM IS SEPARATE
FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND
CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/EROSION-SEDIMENT-CONTROL/FORMS
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE RALEIGH REGIONAL OFFICE AT (919) 791-4200.
SITE AREA DESCRIPTION STABILIZATION
TIME FRAME
STABILIZATION TIME FRAME
EXCEPTIONS
1) GROUND STABILIZATION
PERIMETER DIKES, SWALES,
DITCHES AND SLOPES
NONE
HIGH QUALITY WATER
(HQW) ZONES
NONE
SLOPES STEEPER THAN 3:1 IF SLOPES ARE 10' OR LESS
IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS
ARE ALLOWED.
SLOPES 3:1 OR FLATTER 7-DAYS FOR SLOPES GREATER
THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH
SLOPES FLATTER THAN 4:1
14 DAYS NONE (EXCEPT FOR PERIMETERS
AND HQW ZONES)
2) INSPECTIONS
-WEEKLY INSPECTION REQUIREMENTS.
-RAIN GAUGE AND INSPECTIONS AFTER 1" RAIN EVENTS.
-INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL
BUSINESS HOURS".
-INSPECTION REPORTS MUST BE AVAILABLE ON-SITE
DURING BUSINESS HOURS UNLESS A SITE SPECIFIC
EXEMPTION IS APPROVED.
-RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE
UPON REQUEST.
-ELECTRONICALLY AVAILABLE RECORDS MAY BE
SUBMITTED UNDER CERTAIN CONDITIONS.
3) CONDITIONS IN EROSION & SEDIMENTATION CONTROL
PLANS*
-DESIGNATION ON THE PLANS WHERE THE 7 AND 14 DAY
GROUND STABILIZATION REQUIREMENTS OF THE NPDES
PERMIT APPLY.
-ALL BASINS WITH GREATER THAN 1 ACRE DRAINAGE
AREA MUST BE DESIGNED SUCH THAT THE SURFACE
WITHDRAWAL REQUIREMENTS OF THE NPDES PERMIT IS
INCLUDED.
4) SEDIMENT BASINS
-OUTLET STRUCTURES MUST WITHDRAW FROM BASIN
SURFACE UNLESS DRAINAGE AREA IS LESS THAN 1 ACRE.
-USE ONLY DWQ-APPROVED FLOCCULANTS.
14 DAYS
7 DAYS
7 DAYS
7 DAYS
GENERAL CONDITIONS
1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2.RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).
5.CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED REESTABLISHED
FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY LIMING—APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH ACIDITY) OF THE SOIL IS NOT KNOWN, AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE
OF 1 TO 1 1/2 TONS/ACRE ON COARSE-TEXTURED SOILS AND 2-3 TONS/ACRE ON FINE TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP
4-6 INCHES OF SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE LIMED.
FERTILIZER: 700-1000 LBS/ACRE (10-10-10)
MULCH: 2 TONS/ACRE (SMALL GRAIN STRAW)
ANCHOR: ASPHALT EMULSION AT 450 GAL./ACRE
TYPE
TEMPORARY SEEDING SCHEDULE
DATE
AUG 15 - DEC 30 RYE GRAIN 120 LBS/ACRE
PLANTING RATE
SWITCHGRASS 50 LBS/ACRE
APR. 15 - AUG 15 GERMAN MILLET 40 LBS/ACRE
DEC 1 - APR 15
TYPE
PERMANENT SEEDING SCHEDULE
DATE
APR 15- AUG 15 GERMAN MILLET 10 LBS/ACRE
BROADCAST SEEDING RATES
SPLITBEARD BLUESTEM 15 LBS/ACRE
AUG 15 - APR 15 RYE GRAIN 40 LBS/ACRE
OCT 1 - APR 1
AUG 30 - MAR 15 BIG BLUESTEM 200-250 LBS/ACRE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
7
.
1
-
N
T
D
T
2
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
9
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C7.7
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
MAINTENANCE FOR CHANNEL LINING/DITCH SECTION
DURING THE ESTABLISHMENT PERIOD, CHECK BLANKET-LINED CHANNELS AFTER EVERY RAINFALL. AFTER GRASS IS ESTABLISHED,
PERIODICALLY CHECK THE CHANNEL; CHECK IT AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. IT IS PARTICULARLY
IMPORTANT TO CHECK THE CHANNEL OUTLET AND ALL ROAD/TRAIL CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR
HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP THE GRASS IN A
HEALTHY, VIGOROUS CONDITION AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL.
TOP WIDTH
"A"
MIN. DITCH DEPTH (FT)
"B"
SIDE SLOPE
"D"
LINER TYPE
&
THICKNESS
BOTTOM WIDTH (FT)
"C"
ROCK CHECK DAM
N.T.S
TEMPORARY DIVERSION DITCH TABLE
DIVERSION DITCH OUTLET PROTECTION TABLE
2:1 SLOPE GRAVEL FILTER
CONCRETE BLOCKSDEWATERING
1' MIN.
2' MAX.
TEMPORARY SEDIMENT POOL WIRE SCREEN DEWATERING
DROP INLET
WITH GRATE
NOTES:
1.Lay one block, on each side of the structure, on its
side in the bottom row to allow pool drainage. The
foundation should be excavated at least 2 inches
below the crest of the storm drain. Place the
bottom row of blocks against the edge of the storm
drain for lateral support and to avoid washouts
when overflow occurs. If needed, give lateral
support to subsequent rows by placing 2 inch x 4
inch wood studs through block openings.
2.Carefully fit hardware cloth or comparable wire
mesh with 1/2-inch openings over all block
openings to hold gravel in place.
3.Use clean gravel 1/2 to 3/4 inch in diameter, placed
2 inches below the top of the block on a 2:1 slope
or flatter and smooth it to an even grade. NCDOT
#57 washed stone is recommended.
SEDIMENT
MAINTENANCE:
1.Inspect all measures at least weekly and after every
rainfall of 1.0 inch or greater; repair immediately.
2.Remove sediment as necessary to provide
adequate storage volume for subsequent rains.
3.When the contributing drainage area has been
adequately stabilized, remove all materials and any
unstable soil, and either salvage or dispose of it
properly. Bring the disturbed area to proper grade,
then smooth and compact before stabilizing.
DATE:PAGE:
NORTH CAROLINADepartment of Environmental Quality
Effective Date: 9/1/2023
In accordance with the 2013
Design Manual UpdatesBLOCK AND GRAVEL INLET PROTECTION (TEMPORARY)
FLOW
NATURAL
GROUND
RIPRAP
HEADWALL
CLASS B
RIPRAP
FILTER BERM
NCDOT #5 OR #57
WASHED STONE
PIPE INVERT,
36' PIPE MAX.
1.5'
2'
CLASS B RIPRAPNCDOT #5 OR #57
WASHED STONE
RIPRAP HEADWALL, 1' MIN.
HEIGHT FROM ROAD
SHOULDER
NATURAL GROUND
3'1'PIPE INLET
NOTES:
1.Clear the area of all debris that might hinder excavation and
disposal of spoil.
2.Install the Class B or Class 1 riprap in a semi-circle around the pipe
inlet. The stone should be built up higher on each end where it ties
into the embankment. The minimum crest width of the riprap should
be 3 feet, with a minimum bottom width of 11 feet. The minimum
height should be 2 feet, but also 1 foot lower than the embankment
of diversions.
3.A 1 foot thick layer of NC DOT #5 or #57 stone should be placed on
the outside slope of the riprap.
4.The sediment storage area should be excavated around the outside
of the stone horseshoe 18 inches below natural grade.
5.When contributing drainage area has been stabilized, remove the
pipe and rock, fill depression, establish final grading elevations,
compact the area properly, and stabilize with ground cover.
MAINTENANCE:
1.Inspect all measures at least weekly and after each rainfall of 1.0
inch or greater and repair immediately.
2.Remove sediment and restore the sediment storage area to its
original dimensions when the sediment has accumulated to one-half
the design depth of the trap.
3.Place the sediment that is removed in the designated disposal area
and replace the contaminated part of the gravel facing.
4.Check the structure for damage. Any riprap displaced from the stone
horseshoe must be replaced immediately.
5.After all the sediment-producing areas have been permanently
stabilized, remove the structure and all the unstable sediment.
Smooth the area to blend with the adjoining areas and provide
permanent ground cover.
DATE:PAGE:
NORTH CAROLINADepartment of Environmental Quality
Effective Date: 9/1/2023
In accordance with the 2013
Design Manual UpdatesROCK PIPE INLET PROTECTION
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
7
.
1
-
N
T
D
T
2
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
9
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C7.8
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
7
.
2
-
N
T
D
T
3
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
9
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C7.9
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
23.6"
19.7"
2.0"
23.6"
SPECIFICATIONS
WIDTH 19.7"
LENGTH 23.6"
HEIGHT 2.0"
AREA PER UNIT 3.23 SF
UNIT WEIGHT 1.24 LBS/SF
SURFACE OPEN AREA >90%
INTERNAL VOID AREA >95%
BASE MATERIAL 100% RECYCLED POLYPROPYLENE
BIOLOGICAL & CHEMICAL RESISTANCE UNAFFECTED BY MOLD, ALGAE, SOIL BORN
CHEMICALS, BACTERIA, AND BITUMEN
SERVICE TEMPERATURE -14 TO 185 °F
COMPRESSIVE STRENGTH (UNFILLED)320.02 PSI
COMPRESSIVE STRENGTH (FILLED)6,351.70 PSI
4" (MIN.), DEPTH TO BE
DETERMINED BY
ON-SITE ENGINEER
2.0" ACF GRASS CELL
ACF GRASS CELL
PANEL SIZE: 23.6" X 19.7" X 2"
FOR ADDITIONAL INFORMATION PLEASE CONTACT: ACF ENVIRONMENTAL, 1-800-448-3636, www.acfenvironmental.com
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
7
.
2
-
N
T
D
T
3
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
9
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C7.10
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
7
.
2
-
N
T
D
T
3
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
2
:
5
9
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C7.11
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002
DETAIL No.
CONCRETE SLAB TOP YARD INLET
PROVIDE SLOT OPENING ON ALL 4
SIDES. MANHOLE COVER SHALL BE
LABELED "STORM".
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
7
.
2
-
N
T
D
T
3
.
d
w
g
|
P
l
o
t
t
e
d
o
n
11
/
2
0
/
2
0
2
4
3
:
0
0
P
M
|
b
y
Je
f
f
Y
o
k
l
e
y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
NC
D
O
T
D
R
I
V
E
W
A
Y
P
E
R
M
I
T
S
U
B
M
I
T
T
A
L
#
2
07
/
3
1
/
2
0
2
4
NC
D
E
Q
/
N
H
C
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
0
4
/
2
0
2
4
NC
D
O
T
3
-
P
A
R
T
Y
R
E
S
U
B
M
I
T
T
A
L
10
/
2
4
/
2
0
2
4
NH
C
S
T
O
R
M
W
A
T
E
R
/
N
C
D
O
T
R
E
S
U
B
M
I
T
T
A
L
S
10
/
2
9
/
2
0
2
4
11
/
2
0
/
2
0
2
4
NH
C
T
R
C
S
U
B
M
I
T
T
A
L
#
3
C7.12
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.002