TSC Castle Hayne Set 6-8-23NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM
APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
CONTACT THESE UTILITIES
NEW HANOVER COUNTY, PLANNING & ENGINEERING
ATTN: PLANNING STAFF
PH: 910-798-7151
ATTN: ENGINEERING STAFF
PH: 910-798-7139
PIEDMONT NATURAL GAS
LOCAL CUSTOMER SERVICE: 1-704-382-7644
SALES PH: 1-877-279-3636
SPECTRUM
PH: 910-763-4638
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER)
ENGINEERING/INSPECTIONS
PH: 910-332-6560
OPERATIONS/MAINTENANCE
PH: 910-322-6550
DUKE ENERGY PROGRESS
DISTRIBUTION CONSTRUCTION SERVICE
PH: 910-256-7258
DEP CSC PH: 1-800-452-2777
AT&T/BELL SOUTH
ATTN: CHRISSY COSTON
PH: 910-341-7664
JUNE 2023
TRACTOR SUPPLY STORE
NEW HANOVER COUNTY, NORTH CAROLINA
DESIGN DOCUMENTS
3100 CASTLE HAYNE ROAD
PREPARED BY:
PROJECT # 22389.PE
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
R
E
L
E
A
S
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
122 Cinema Drive Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
TSC CASTLE HAYNE
PROJECT CONSULTANTS
JUNE 6, 2023
DESIGNER:
SHEET INDEX
SHEET NUMBER SHEET TITLE
COVER SHEET
C-1.0-1.1 GENERAL NOTES
C-3.0 EROSION CONTROL PLAN
OFFSITE TRAFFIC PLAN & DETAILS
C-4.0 UTILITY PLAN
C-6.0-6.4
L-1.0 LANDSCAPE & TREE REMOVAL PLAN
C-5.0 - C-5.5 DETAILS
I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE
LATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN MANUAL.
Signature:
Name and Title: J. Branch Smith, PE
Date:6/6/23
Registration Number:034354
WE HEREBY CERTIFY THAT WE ARE THE CURRENT DEVELOPER OF THE PROPERTY AND
THAT UPON RECEIPT OF "AUTHORIZATION TO CONSTRUCT" ANY CLEARING, GRADING,
CONSTRUCTION, OR DEVELOPMENT WILL BE PERFORMED IN ACCORDANCE WITH THIS
PLAN AND THE APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE
STATE OF NORTH CAROLINA, AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH
ARE HEREBY PART OF THIS PLAN. AS THE DEVELOPER, WE ACCEPT FULL RESPONSIBILITY
FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED
FACILITIES. WE WILL NOT ATTEMPT TO TRANSFER THIS RESPONSIBILITY WITHOUT THE
WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY.
Signature:
Name and Title: Gavin Melia, Developer
Date:6/6/23
N O R T H CAROLIN
A
J
A
M
E
B A N C H S M
PR O F ESSION
ENGIN E E R
SEAL
A
L
S
R
ITH
034 35 4
6/6/23
PROJECT DEVELOPER:
CASTLE HAYNE DEVELOPMENT GROUP, LLC
120 MARKET SQUARE, FLOOR 2
P.O. BOX 3289
PINEHURST, NC 28374
OWNER/DEVELOPER:
SITE SITE
WETLAND CONSULTANT:
C-3.1 GRADING AND DRAINAGE PLAN
SITE PLANC-2.0
SV-1 EXISTING CONDITIONS
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
W
E
T
WE
T
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WET WET WET
WETWET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WET
WE
T
WET
W
E
T
W
E
T
W
E
T
WE
T
WE
T
WET
WET
W
E
TWET
WET
WETWET
WET
WE
T
WET
WET
W
E
T
WE
T
WETWET
WETWET
WET
WETWETWET
WET
WETWET
WET
WET
WET
WET
WETWET
W
E
T
WET
WET
WET
WE
T
WET
WET
WET
WE
T
WE
T
W
E
T
WE
T
WE
T
WE
T
WE
T
W
E
T
WE
T
WETWE
T
WE
T
WETWET
WET
WET
WET
WETWE
T
WET WET WET WET
WE
T
WE
T
WE
T
WET
W
E
T
W
E
T
WE
TWET
WET
WET
WET
WET
WE
T
WE
T
WE
T
WE
T
W
E
T
WET
WET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WET
WE
T
WE
T
WET
WE
T
WE
T
WET
WET
WET WET
WET
WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
MAG 4
PEC 19
PEC 24PEC 13
SY 30
7/8/10/10 MAP
TR
A
C
T
1
-
B
R02500-002-008-000
GORE RICHARD M
D.B. 2637 PG. 0163
M.B. 21, PG. 93
FERTILE GARDENS
M.B. 6 PG. 86
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHEOHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
WET
WE
T
WE
T
WET
WET WET
WET
WE
T
WET
WET
WET
WET
X
X X
INV=30.13 INV=29.8918" RCP
PE 15
PA 9
PA 10
PA 10
PA 10
PEC 15
GM 10OK 25
PN 36
PUMP HOUSE
CO
N
T
A
I
N
E
R
HI 14
W95?
WL6
WL8
PN 26
PN 27 PN 28
PN 24
PN 19
PN 16
PN 16
PN 18
PE 36
PUMP HOUSE
CO
N
T
A
I
N
E
R
CO
N
T
A
I
N
E
R
WA12?
WA20?
36
3
6
3
6
36
36
3
5
3
5
35
35
35
35
35
35
3
5
35
35
35
3
5
35
3
5
35
35
35
35
35
35
3
5
35
34 34
34
34
3
4
34
34
34
34
34
34
34
34
3
4
34
3434
34
34
34
34
3
4
34
34
3434
34
34
34
34
3
4
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
33
3333
33
3
3
33
33
33
3
3
33
33
33
3
3
33
33
33
33
33
33
3333
33
33
33
33
33
33
33
33
33
33
33
3333
33
33
33
33
33
33
33
33
33
33
33 33
33
33
33
33 33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
3
3
33
33
33
33
33
33
33
33
33
33
33
33 33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
32
32
32
3
2
32
32
32
32
3232
3232
32
32
32
32
32
32
32
32
3232
32
32
323232
32
32
32
32
32 32
32
32
32
32
32
32
3
2 32
32
32 32
32
32
32
3232
32
32
32
32
32
32
32
32
32
32
32
32
32
3
1
31
3
1
31
31
3131
31
31
31
31
31
31 31 31 31
31
31
31
31
31
31
3
1
31
31
3
1
31
3131
31
3
1
31
31
31
31
31
31
31
31
31
31
30
3
0
3
0
30
30
30
30
30 30 30
30
0.
5
'
0.
5
'
NORTH LINE OF TRACT 20
BELLWOOD FARM - M.B. 2, PG. 42
RIGHT-OF-WAY LINE
GLADIOLUS ROAD GLADIOLUS ROAD
60' PUBLIC RIGHT-OF-WAY
M.B. 6, PG. 86
TRACT 2
ASHTON & AVERY LLC
D.B. 6268, PG. 180
M.B. 36, PG. 174
PID: R02500-002-021-000
TO BE ABANDONED
TRACT 1
ASHTON & AVERY LLC
D.B. 6268, PG. 180
M.B. 36, PG. 174
PID: R02500-002-009-003
TO BE ABANDONED
TRACT 3
ASHTON & AVERY LLC
D.B. 6268, PG. 180
M.B. 36, PG. 174
PID: R02500-002-022-000
TO BE ABANDONED
U
.
S
.
1
1
7
-
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
V
A
R
I
A
B
L
E
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
N
C
D
O
T
P
R
O
J
E
C
T
6
.
2
5
8
0
0
2
B
S 87°01'49" W 993.40'
500,742 SQ. FT. ±
11.50 AC. ±
CAROLINA POWER & LIGHT
100' EASEMENT
D.B. 311, PG. 248
CAROLINA POWER & LIGHT
70' EASEMENT
D.B. 513, PG. 431
14
5
.
0
'
50
.
0
'
50
.
0
'
60
.
0
'
35
.
0
'
35
.
0
'
EXISTING POWER LINE
CENTERLINE
TRACT 1-C
ASHTON & AVERY, LLC
D.B. 6145, PG. 459
M.B. 32, PG. 186
PID: R02500-002-020-000
TO BE ABANDONED
TRACT 1-D
ASHTON & AVERY, LLC
D.B. 6145, PG. 459
M.B. 32, PG. 185
PID: R02500-002-009-000
TO BE ABANDONED
O
H
E
O
H
E
INV: 30.43INV: 30.29
18" CPP
18" RCP
18" CPP
INV: 30.04
INV: 30.00
24
"
R
C
P
INV: 29.13
INV: 29.29
INV: 29.29
INV: 29.27
INV: 29.29
15
"
C
M
P
INV: 32.12
INV: 31.74
N 87°01'26" E 1021.01' TOTAL
N
0
2
°
3
3
'
3
6
"
W
3
8
0
.
7
0
'
N
0
3
°
1
3
'
1
1
"
W
1
1
6
.
6
7
'
R0
2
5
0
0
-
0
0
2
-
0
0
9
-
0
0
1
VA
N
D
E
R
G
R
I
F
T
A
R
T
H
U
R
W
C
A
R
O
L
Y
N
R
D.
B
.
4
3
6
3
P
G
.
7
9
3
M.
B
.
3
2
.
P
G
.
1
8
7
P.O.B.
N:206663.19
E:2326588.94
CONTROL CORNER
0.38'
11
6
.
2
9
'
S
0
0
°
2
7
'
4
0
"
W
4
9
8
.
3
6
'
N 03°59'49" W
0.28'
N 00°27'40" E
30.55'
TIE
STATION
24+98.37
L24.00m
341.18'
152.61'
527.22'
RRS
IPF
DISTURBED
RRS
PKF
NLF
IRF
DISTURBED
PKF
IPF
IRF
IRF
IPF
IRF
IRF
IRF
DISTURBED
IRF
DISTURBED
N 87°01'49" E
0.
5
'
IPF
NCDOT
RIGHT OF WAY
D.B. 2849, PG. 509
20' ACCESS EASEMENT
(INGRESS & EGRESS)
M.B. 36, PG. 174
TO BE ABANDONED
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
EXISTING POWER LINE
FM
FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FO
R
M
E
R
L
I
N
E
-
T
O
B
E
A
B
A
N
D
O
N
E
D
FO
R
M
E
R
L
I
N
E
-
T
O
B
E
A
B
A
N
D
O
N
E
D
FO
R
M
E
R
L
I
N
E
-
T
O
B
E
A
B
A
N
D
O
N
E
D
FO
R
M
E
R
L
I
N
E
-
T
O
B
E
A
B
A
N
D
O
N
E
D
FORMER LINE - TO BE ABANDONED
SA
S
S
A
N
Q
U
A
R
D
CH
A
I
R
R
D
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
JW
T
--
-
1"
=
5
0
'
01
/
0
6
/
2
3
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
C
CA
P
E
F
E
A
R
T
O
W
N
S
H
I
P
M.
B
.
3
6
,
P
G
.
1
7
4
&
M
.
B
.
3
2
P
G
.
1
8
5
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
SV-1
0000.PE
AS
H
T
O
N
&
A
V
E
R
Y
L
L
C
LO
T
1
-
3
,
T
R
A
C
T
1
C
&
1
D
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION,
RECORDATION,
CONVEYANCES, OR
SALES.
NA
D
8
3
0 25 50 100 150 200
SCALE: 1"=50'
CERTIFICATE OF ACCURACY AND MAPPING
I, JOSHUA W. TAYLOR, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
(DEED DESCRIPTIONS RECORDED IN THE REFERENCES NOTED ON THIS
DRAWING); THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS
DASHED LINES AS DRAWN FROM INFORMATION NOTED; THAT THE RATIO
OF PRECISION IS 1:10,000; AND THAT THIS MAP MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING
IN NORTH CAROLINA (21 NCAC 56. 1600). THIS ______ DAY OF
__________________, A.D., __________.
I, JOSHUA W. TAYLOR, CERTIFY THAT THIS SURVEY IS OF AN EXISTING
PARCEL OR PARCELS OF LAND OR ONE OR MORE EXISTING EASEMENTS
AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET.
______________________________________________________
JOSHUA W. TAYLOR, PLS LICENSE NO. L-5217
EASEMENT LINE
LEGEND:
IRON PIPE FOUND
IRON ROD FOUND
IRON ROD SET
PK NAIL FOUND
PK NAIL SET
TV RISER
TRANSFORMER
TELEPHONE RISER
WATER METER
WATER VALVE
FIRE HYDRANT
CLEAN-OUT
SANITARY SEWER MANHOLE
STORM DRAINAGE MANHOLE
WELL
CURB INLET
CATCH BASIN
GAS METER
TREES
EXISTING CONTOUR
ADJOINER PROPERTY LINE
TR
G
IPF
IRF
PKF
PKS
18
TV
SETBACK LINE
FLOOD ZONE LINE
RIGHT OF WAY LINE
WETLAND LINE
CMF CONCRETE MONUMENT FOUND
LIGHT POLE
POWER POLE
GUY ANCHOR
NOTES
1.AREA CALCULATED BY COORDINATE METHOD.
2.HORIZONTAL (NAD 83-2011) AND VERTICAL (NAVD 88) DATA WERE ESTABLISHED
UTILIZING A TOPCON HIPER-V GPS RECEIVER OPERATING IN VRS MODE WITH REPEAT
OBSERVATIONS.
3.THIS PARCEL IS LOCATED IN ZONE X – NOT A SPECIAL FLOOD HAZARD AREA – AS
SHOWN ON FEMA FLOOD MAP NO. 3720322000K BEARING AN EFFECTIVE DATE OF
8/28/2018.
4.UTILITIES AS SHOWN ARE PLOTTED FROM INFORMATION VISIBLE IN THE FIELD AND
FROM INFORMATION PROVIDED BY UTILITY COMPANIES. ADDITIONAL UTILITIES NOT
SHOWN MAY EXIST. THE APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED
PRIOR TO LAND DISTURBING ACTIVITIES.
5.THIS LOT IS SUBJECT TO ALL UTILITY EASEMENTS, RESTRICTIONS, OR COVENANTS OF
RECORD.
VICINITY MAP
SCALE: 1" = 1,000'
SITE
GLADIOLUS RD.
CA
S
T
L
E
H
A
Y
N
E
R
D
.
NC
R
T
.
1
3
0
CH
A
I
R
R
D
.
EM
E
R
S
O
N
D
R
.
SA
S
S
A
N
Q
U
A
R
D
.
DAVIS LN.
INTERS
T
A
T
E
U
S
1
4
0
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
TR
A
C
T
O
R
S
U
P
P
L
Y
C
O
.
34
0
0
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
CA
S
T
L
E
H
A
Y
N
E
,
N
C
2
8
4
2
9
22389.PE
3/
1
/
2
3
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
N O R T H CAROLIN
A
J
A
M
E
B A N C H S M
PR O F ESSION
ENGIN E E R
SEAL
A
L
S
R
ITH
034 35 4
6/6/23
CA
S
T
L
E
H
A
Y
N
E
DE
V
E
L
O
P
M
E
N
T
G
R
O
U
P
,
L
L
C
12
0
M
A
R
K
E
T
S
Q
U
A
R
E
PI
N
E
H
U
R
S
T
,
N
C
2
8
3
7
4
GE
N
E
R
A
L
N
O
T
E
S
4/
2
1
/
2
3
NT
S MN
JB
S
JB
S
C-1.0
Know what's below.
before you dig.Call
R
COORDINATION NOTES:
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION
OF THESE PLANS.
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH THE CITY OF
WILMINGTON, NEW HANOVER COUNTY, CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA), AND THE
STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO
BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF
THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT
PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR
IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN
THE RECORDED EASEMENT.
5. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILDING
DIMENSIONS AND DETAILS.
GENERAL NOTES:
1. TREE INVENTORY AND TOPOGRAPHIC SURVEY COMPLETED BY PARAMOUNTE ENGINEERING, INC.
THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY DISCREPANCIES REPORTED TO
THE OWNER AND ENGINEER.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON
THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE
CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS,
ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES.
IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO
ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES
INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC.
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL
TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE USDOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE
WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED
OF OFF-SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7.CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 811 AN ALLOW THE CENTER
TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
8.ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE
OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE
FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE
BEGINNING CONSTRUCTION.
9.CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE
PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
10.ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED,
UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
11.DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
12.THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF
THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
13.THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM
CLEAN AT ALL TIMES.
14.ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A
RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE
SPECIFICATIONS.
15.CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION
OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON
COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
16.IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE
OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE
WITHOUT THE PERMISSION OF THE OWNER, THE CITY OF WILMINGTON, NEW HANOVER COUNTY, OR
CFPUA, RESPECTIVELY.
17.CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA
COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS
FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE
PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR
REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" TOLL FREE 1-800-632-4949
AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR
CONTACTING ALL NONSUBSCRIBING UTILITIES.
18.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT,
ETC., THAT MAY BE REQUIRED.
19.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
20.ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE REFLECTIVE MARKINGS AND SHALL CONFORM
TO MUTCD. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL
BE WHITE.
21.LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO
INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT
ENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS.
22.ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS
OTHERWISE NOTED.
DEMOLITION NOTES:
1.CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING
SERVICE CONNECTIONS WHEN NECESSARY.
2.CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE CONSIDERED UNCLASSIFIED EXCAVATION.
3.DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE GEOTECHNICAL ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4.THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE
PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5.ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
OFF-SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
6.THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT
COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION HAS BEGUN.
AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION
AND ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER
DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER.
7.EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION.
8.ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL
FROM THE PROPERTY AND PROPER DISPOSAL.
9.CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND
UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH
THE SITE WITH THE RESPECTIVE COMPANIES.
10.CONTRACTOR SHALL MAINTAIN REQUIRED DISTANCES FROM HIGH VOLTAGE OVERHEAD LINES AND
REMOVE TREES SO THEY DO NOT FALL TOWARDS OVERHEAD ELECTRICITY.
11.PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
12.ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
13.EXISTING FIRE HYDRANTS ON OR NEAR THE SITE ARE TO REMAIN IN SERVICE.
14.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS,
BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS.
ROOF DRAIN NOTE:
1) PROPOSED BUILDING SHALL DIVERT ROOF DRAINAGE TO
STORMWATER COLLECTION SYSTEM.
WETLAND NOTES:
1) THERE ARE WETLANDS FLAGGED AND SURVEYED ON THE
PROPERTY BY TERRAIN ENVIRONMENTAL CONSULTING. THE
USACE 401/404 PERMITS ARE CURRENTLY BEING REVIEWED.
GENERAL STORM SEWER NOTES
1.ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE AS
SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
2.BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE
DRAWINGS.
3.ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS
INDICATED OTHERWISE ON PLANS.
NC ACCESSIBILITY NOTES:
GENERAL NOTES:
1. SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT (2010
ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS &
REGULATIONS.
2. IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY REQUIREMENTS.
PARAMOUNTE ENGINEERING HAS DEVELOPED THESE NOTES AND DETAILS TO ASSURE THAT
CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN TIME WHEN THEY ARE BIDDING
THE PROJECT. IN ADDITION, PARAMOUNTE ENGINEERING HAS MADE A POINT IN THESE NOTES AND
DETAILS, AS WELL AS IN OUR DRAWINGS, TO PROVIDE SLOPES / GRADES AND DIMENSIONS THAT
COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA
BUILDING CODE/ANSI A117.1 AND APPLICABLE LOCAL LAWS & REGULATIONS. IF THESE SLOPES / GRADES
AND DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO CONTACT THE OWNER
IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK.
3.THE CONTRACTOR SHALL NOTIFY PARAMOUNTE ENGINEERING IMMEDIATELY OF ANY CONFLICT
BETWEEN THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS, WHETHER BY PARAMOUNTE
ENGINEERING OR OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK FOR WHICH THE
ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN RESOLVED. NO
CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY OR DAMAGES AS A RESULT OF RESOLUTION OF
ANY SUCH CONFLICT(S).
4. THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND DIMENSIONAL
REQUIREMENTS ONLY. REFER TO SIDEWALK, CURBING, AND PAVEMENT DETAILS FOR ADDITIONAL
INFORMATION.
ACCESSIBLE ROUTE NOTES:
1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING
SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC STREETS OR SIDEWALKS; AND PUBLIC
TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY SERVE.
2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES,
ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.
3. WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A MAXIMUM RUNNING
SLOPE OF 5.0% AND A MAXIMUM CROSS SLOPE OF 2.0%.
4. ANY WALKING SURFACE THAT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER
THAN 5.0% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB RAMPS.
5. TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE FLUSHAND FREE
OF ABRUPT VERTICAL CHANGES (1/4 INCH MAXIMUM VERTICAL CHANGE IN LEVEL PERMITTED).
6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT.
7. THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE FORTY-EIGHT (48) INCHES
MINIMUM MEASURED BETWEEN HANDRAILS WHERE HANDRAILS ARE PROVIDED (NC BUILDING CODE
1104.1 & 1104.2).
8. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN
FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE FORTY-TWO (42) INCHES MINIMUM
APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING THE TURN, AND FORTY-TWO (42)
INCHES MINIMUM LEAVING THE TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE
THIRTY-SIX (36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) INCHES MINIMUM.
.* SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES*
9. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES SHALLPROVIDE PASSING
SPACES AT INTERVALS OF TWO HUNDRED (200) FEET MAXIMUM. PASSING SPACES SHALL BE EITHER A
SIXTY (60) INCH MINIMUM BY SIXTY (60) INCH MINIMUM SPACE; OR AN INTERSECTION OF TWO (2)
WALKING SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND
ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM BEYOND THE
INTERSECTION.
10. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE
AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ ANSI
A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.
11. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING ENTRANCE
SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES.
12. WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE. IN THE EVENT
THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE ROUTE, THE GRATE SHALL COMPLY
WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), A117.1, THE NC BUILDING CODE,
AND APPLICABLE LOCAL LAWS & REGULATIONS
RAMP NOTES:
1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5% SHALL BE
CONSIDERED A RAMP.
2. THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE SHALL
BE 2.0%.
3. THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES (NC BUILDING CODE
1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE CLEAR WIDTH SHALL BE MEASURED
BETWEEN THE HANDRAILS.
4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM.
5.LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A SLOPE
NOT STEEPER THAN 2.0% IN ANY DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE
AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY (60)
INCHES LONG MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A
CLEAR LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM.
6. RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES SHALL HAVE HANDRAILS ON BOTH SIDES
COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NC BUILDING
CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.
7.FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP RESISTANT.
8. EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE
NC BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS SHALL BE PROVIDED ON
EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS.
9. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES
REQUIRED BY THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NC BUILDING
CODE/ANSI A117.1 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. WHERE DOORS
THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE SIZED TO
PROVIDE A COMPLIANT TURNING SPACE.
CURB RAMP NOTES:
1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE
SHALL BE 2.0%.
2. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE
CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT SURFACES AT TRANSITIONS AT CURB
RAMPS TO WALKS, GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL.
3. THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES (36) MINIMUM, EXCLUSIVE OF FLARED SIDES, IF
PROVIDED. *NOTE NC BUILDING CODE REQUIRES EXTERIOR ACCESSIBLE ROUTES TO BE 48 INCHES
MINIMUM WIDE (1104.1 & 1104.2).*
4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING
SHALL BE THIRTY-SIX (36) INCHES MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS
WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, LEADING TO THE LANDING. LANDINGS SHALL
HAVE A SLOPE NOT STEEPER THAN 2% IN ANY DIRECTION.
5. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE IT IS
NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES.
6. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10%.
7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT
PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES. CURBS AT
MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED
SIDES.
8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED
VEHICLES.
9. IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR (24) INCH DEEP DETECTABLE
WARNING COMPLYING WITH 406.12 A117.1, EXTENDING THE FULL WIDTH OF THE RAMP. REFERTO
DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT, ORIENTATION AND NOTES. THE NC
BUILDING CODE DOES NOT CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS, NOR DO
THE 2010 ADA STANDARDS - HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE.
10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED, ½ INCH WIDE BY ¼ INCH DEEP, ONE (1)
INCH CENTERS TRANSVERSE TO THE RAMP.
11. WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP.
12. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE SIDEWALK
AND NOT ON THE SIDEWALK.
13. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT IN THE
RAMP AREA.
14. CURB RAMP TYPE AND LOCATION ARE PER PLAN.
EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR EACH
"PHASE" OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH PART OF THE
PROJECT IS DEVELOPED; WHETHER AS A WHOLE OR IN PHASES. ANY EROSION CONTROL
DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE DISTURBANCE IS STABILIZED AND ALL
IMPROVEMENTS WITHIN THE DISTURBANCE LIMITS ARE COMPLETE.
1.CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF
DISTURBANCE, TREE PROTECTION FENCING, AND TEMPORARY SILT FENCE.
2.CLEAR AND REMOVE FROM SITE TREES AS DESIGNATED, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN THE DESIGNATED CLEARING LIMITS.
3.CONSTRUCT TEMPORARY SEDIMENT BASIN(S) AND ASSOCIATED SKIMMER, OUTLET PIPE, SPILLWAY, ETC.
4.INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE AREA
DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE COMMENCING
CONSTRUCTION.
5.PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 WORKING DAYS OF CEASE OF ANY GRADING
ACTIVITY.
6.IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN, DROP INLET, ETC., THE
CONTRACTOR SHALL INSTALL INLET PROTECTION TO PREVENT SEDIMENT FROM ENTERING THE
DRAINAGE SYSTEM.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO
THE FAILURE OF THE EROSION CONTROL MEASURES.
8.DURING GRADING AND AFTER GRADING HAS BEEN COMPLETE, THE CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL APPROVAL BY
ENGINEER OR EROSION CONTROL INSPECTOR.
9.UPON RECEIVING FINAL APPROVAL, THE CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL
MEASURES.
10.THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN GRASS & PLANTED
AREAS UNTIL ALL CONSTRUCTION IS COMPLETE.
EROSION CONTROL MAINTENANCE PLAN:
1.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY 1/2-INCH OR GREATER RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2.ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES
OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE
IMMEDIATELY REMOVED.
3.SEDIMENT FENCE / SEDIMENT FENCE OUTLETS - SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT
FENCE WHEN IT BECOMES HALF-FILLED. THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. STAKES MUST BE STEEL, AND SPACED 6 FEET WITH EXTRA STRENGTH FABRIC
AND NO WIRE BACKING. STAKE SPACING CAN BE 8 FEET WHEN STANDARD STRENGTH FABRIC AND WIRE
BACKING ARE USED. IF ROCK FILTERS (OR EXCELSIOR WATTLES) ARE DESIGNED AT LOW POINTS IN THE
SEDIMENT FENCE THE ROCK OR WATTLE WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF
SEDIMENT, NO LONGER DRAINS, OR IS DAMAGED.
4.ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS ON THESE PLANS AND CONTRACT SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER.
5.INLET PROTECTION - SEDIMENT SHALL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL, BLOCK AND
GRAVEL, OR ROCK-PIPE INLETS, WHEN IT REACHES HALF-FILLED. ROCK WILL BE CLEANED OR REPLACED
WHEN NO LONGER DRAINS. SILT SACKS, BEAVER DAMS, SANDY SACKS, AND SOCKS NEED CHECKING
EVERY WEEK AND AFTER RAIN.
6.SEDIMENT BASIN/SEDIMENT TRAPS - REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL
DIMENSIONS WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. PLACE SEDIMENT IN
AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
DAMAGE, PIPING, AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL
TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. BAFFLES WILL BE REPAIRED OR
REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE, ETC.
7.SEDIMENT BASIN BAFFLES - BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE
REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE FIRST BAFFLE.
8.SKIMMER - INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE THAT
THE INTAKE MECHANISM, ORIFICE, OR DISCHARGE PIPE IS NOT CLOGGED WITH TRASH OR SEDIMENT. IF
THE BASIN IS DRY, MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM IS NOT HOLDING THE
SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE SKIMMER FROM PLUGGING
WITH ICE.
9.OUTLET PROTECTION - INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER RAINFALL EVENTS
TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN
DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER OFFSITE
SEDIMENTATION.
10.EMERGENCY SPILLWAY / FOREBAY PROTECTION - AFTER EVERY HIGH-WATER EVENT INSPECT THE
INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHEN BANKS. IMMEDIATELY MAKE ALL
NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP RAP LINED APRONS.
RE-ESTABLISH ANY LOOSE STONES, AND FIX GAPS IN THE ADJACENT VEGETATIVE COVER.
11.DIVERSION DITCHES / GRASS SWALES - INSPECT THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR
BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT
ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. DIVERSIONS SHALL BE LINED OR
STABILIZED AS NOTED ON THE PLANS. IF THE DIVERSION WILL BECOME PERMANENT GRASS SWALES.
THEN GROW GRASS INTO A HEALTHY, VIGOROUS CONDITION. LININGS OR ROLLED EROSION CONTROL
PRODUCTS (RECP) SHALL BE PROPERLY STAKED AND IN CLOSE CONTACT WITH THE GROUND. MONITOR
AND REPAIR THE LINING AS NECESSAR UNTIL GROUND COVER IS ESTABLISHED IN THE DITCH.
12.CHECK DAMS - EXCELSIOR OR RIP-RAP - SEDIMENT SHALL BE REMOVED FROM THE DAM WHEN IT
REACHES HALF-FILLED. CHECK DAMS SHALL BE REPAIRED OR REPLACED, AND CHANNEL SHALL BE
REPAIRED OF RUTS, PIPING, AND SETTLEMENT AROUND THE DAMS AS NEEDED. WASHED STONE ON THE
FACE OF THE CHECK DAM SHALL BE REMOVED AND REPLACED WHEN SEDIMENT IS CLEANED FROM FACE
OF THE DAM.
13.CONCRETE WASHOUTS - CONCRETE WASHOUTS SHOULD BE INSPECTED DAILY AND AFTER HEAVY
RAINS. DAMAGES SHOULD BE REPAIRED PROMPTLY. IF FILLED TO OVER 75% CAPACITY WITH RAIN
WATER IT SHOULD BE VACUUMED OR ALLOWED TO EVAPORATE TO AVOID OVERFLOWS. BEFORE HEAVY
RAINS THE CONTAINERS LIQUID LEVEL SHOULD BE LOWERED OR THE CONTAINER COVERED TO AVOID
AN OVER FLOW DURING RAIN. WHEN SOLIDS HAVE HARDENED THEY SHOULD BE REMOVED AND
RECYCLED.
14.SEDIMENT STORAGE BAGS SHALL BE REMOVED ONCE 1/2-CAPACITY IS REACHED. SEDIMENT BAGS
SHALL BE DISPOSED OF PROPERLY IN A LANDFILL OR BROKEN ON-SITE FOR BACKFILL. BAGS SHALL BE
LIFTED CAREFULLY ACCORDING TO MANUFACTURER'S RECOMMENDATIONS SO THAT BAGS ARE NOT
TORN IN-PLACE AND SEDIMENT IS NOT RELEASED OFF-SITE OR DOWNSTREAM.
NC ACCESSIBILITY NOTES CONTD.
PARKING SPACE NOTES:
1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTES OF TRAVEL
FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE.
2. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX (96) INCHES WIDE. ACCESS AISLES SHALL
BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD PROVIDE A VAN ACCESSIBLE AISLE. THE
AISLE SHOULD BE 96 INCHES WIDE (OR ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET).
WHERE PARKING SPACES AND ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS
SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR ACCESS AISLES
ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES, MEASUREMENTS SHALL BE
PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE.
3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY
ENTRANCE AND SHALL COMPLY WITH PROVISIONS FORACCESSIBLE ROUTES. MARKED CROSSINGS
SHALL BE PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE
POSSIBLE, IT IS PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES.
4. TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE.
5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY SERVE.
6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM.
7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO
BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPTFOR ANGLED VAN PARKING SPACES WHICH
SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES.
8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE, FIRM
AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY
SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN
ALL DIRECTIONS.
10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE
ROUTE.
11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL
PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT (98) INCHES MINIMUM. SIGNS SHALL BE PROVIDED
AT ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF
VAN ACCESSIBLE PARKING SPACES.
12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A MINIMUM CLEAR HEIGHT
OF SIXTY (60) INCHES ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN
ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE
INSTALLED WITH BOLLARD PROTECTION.
13. SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE SECTION 1106.1SHALL
COMPLY WITH THE REQUIREMENTS OF NORTH CAROLINA GENERAL STATUTE 20-37.6 AND 136-30 AND
THE NCDOT UNIFORM MANUAL ON TRAFFIC CONTROL DEVICES. A SEPARATE SIGN IS REQUIRED FOR
EACH SPACE. SIGNS TO INDICATE THE MAXIMUM PENALTY MUST BE PROVIDED AT EACH ACCESSIBLE
SPACE.
14. ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL SYMBOL OF ACCESSIBILITY
SHALL BE PAINTED BLUE (OR ANOTHER COLOR THAT CAN BE DISTINGUISHED FROM PAVEMENT).
PASSENGER LOADING ZONE NOTES:
1. PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE NINETY-SIX (96) INCHES WIDE
MINIMUM AND TWENTY (20) FEET LONG MINIMUM.
2. PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE THAT IS SIXTY (60)
INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE VEHICLE PULL-UP SPACE THEY
SERVE.
3. ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE VEHICULAR WAY.
4. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL WITH SURFACE SLOPES
NOT EXCEEDING 2.0% IN ALL DIRECTIONS. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE
VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
5. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE,
FIRM AND SLIP RESISTANT.
6.VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE FROM AN
ENTRANCE TO THE PASSENGER LOADING ZONE, AND FROM THE PASSENGER LOADING ZONE TO A
VEHICULAR EXIT SERVING THEM, SHALL PROVIDE A VERTICAL CLEARANCE OF ONE HUNDRED FOURTEEN
(114) INCHES MINIMUM.
ACCESSIBLE ENTRANCE NOTES:
1. ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS WITH DISABILITIES ACT
(2010 ADA STANDARDS) AND THE NORTH CAROLINA BUILDING CODE, AND APPLICABLE LOCAL LAWS &
REGULATIONS.
2. ENTRANCE DOORS, DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES
ACT (2010 ADA STANDARDS) THE NC BUILDING CODE/ANSI A117.1 AND SHALL BE ON AN ACCESSIBLE
ROUTE.
TEMPORARY SEEDING
GRASS TYPE LBS/ ACRE TIME OF
SEEDING
FERTILIZER
LIMESTONE
RYE GRAIN 50 OCT. - APR.400 LBS/AC. 10-20-20
SWEET SUDAN
GRASS 50 JUNE - AUGUST 400 LBS/AC. 10-20-20
GERMAN or
BROWNTOP MILLET 50 JUNE - AUGUST 400 LBS/AC. 10-20-20
STRAW MULCH
AS NEEDED 4,000
PERMANENT SEEDING
GRASS TYPE LBS/ ACRE TIME OF
SEEDING
FERTILIZER
LIMESTONE
BERMUDA, HULLED
BERMUDA, UNHULLED
10-20
35
MARCH - AUGUST
SEPT. - FEB.BY SOIL TEST
CENTIPEDE 10 MARCH - AUGUST BY SOIL TEST
(NO HIGH PH)
TALL FESCUE
(COASTAL CULTIVAR
RECOMMENDED)
50 MARCH - AUGUST 300 LB/AC 10-20-20
OR BY SOIL TEST
SLOPES >= 2:1
CENTIPEDE SERICEA
LESPEDEZA
5
20
JAN - DEC BY SOIL TEST
EXISTING UTILITY NOTES:
1.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE
ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED
UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING.
2.EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND
ABOVE GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE
RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD
CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY
DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE
IMMEDIATELY. THE CONTRACTOR SHALL RAISE OR LOWER EXISTING
MANHOLES AND STRUCTURES TO MATCH FINAL GRADES.
EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR EACH
"PHASE" OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH PART OF THE
PROJECT IS DEVELOPED; WHETHER AS A WHOLE OR IN PHASES. ANY EROSION CONTROL
DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO HANDLE
SEDIMENTATION AND EROSION IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN ARE COMPLETE.
1.EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE
OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES (INCLUDING TIMBERING AND DEMOLITION)
OCCUR.” THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (E-NOI)
FORM AT DEQ.NC.GOV/NCG01. PLEASE NOTE, THE E-NOI FORM MAY ONLY BE FILLED OUT ONCE THE
PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE
PLAN MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTION.
2.SCHEDULE A PRE-CONSTRUCTION MEETING AND/OR NOTIFY NEW HANOVER COUNTY ENGINEERING
OFFICE AT LEAST 48-HOURS PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITIES ON THE
PROPERTY @ 910-399-5551.
3.CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF
DISTURBANCE, TREE PROTECTION FENCING, AND TEMPORARY SILT FENCE [PH I E.C.]. INSTALL ANY
REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE AREA DISTURBED.
ALL EROSION CONTROL MEASURES INCLUDING DIVERISON DITCHES AND SEDIMENT BASINS MUST BE
INSTALLED BEFORE COMMENCING MASS GRADING AND CLEARING [PH I E.C.].
4.CLEAR AND REMOVE TREES AS DESIGNATED, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN THE
DESIGNATED CLEARING LIMITS [PH I E.C.] TO ROUGH GRADE AND MASS GRADE THE PROPERTY.
5.PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 CALENDAR DAYS OF CEASE OF ANY GRADING
ACTIVITY [PH I E.C.]. PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 901 CALENDAR DAYS,
HOWEVER, NPDES NCG01 GROUNDCOVER REQUIREMENTS SHALL TAKE PRECEDENCE. REF. SHEET
C-1.1.
6.IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN, DROP INLET, ETC.,
THE CONTRACTOR SHALL INSTALL INLET PROTECTION TO PREVENT SEDIMENT FROM ENTERING THE
DRAINAGE SYSTEM [PH I OR PH II E.C.].
7.UPON INSTALLATION OF REQUIRED STORM WATER PIPES, INLETS ETC. THE CONTRACTOR SHALL
INSTALL PERM. GRASSED SWALES, RIP-RAP APRONS OR OTHER OUTLET CONTROL MEASURES AS
SHOWN ON PLANS [PH II E.C.].
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE
TO THE FAILURE OF THE EROSION CONTROL MEASURES.
9.DURING GRADING AND AFTER GRADING HAS BEEN COMPLETE, THE CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL APPROVAL BY
ENGINEER OR EROSION CONTROL INSPECTOR.
10.UPON RECEIVING FINAL APPROVAL, THE CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL
MEASURES INCLUDING BUT NOT LIMITED TO ANY TEMPORARY DITCH PLUGS.
11.THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN GRASS & PLANTED
AREAS UNTIL ALL CONSTRUCTION IS COMPLETE.
12.ONCE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE EROSION
CONTROL PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSEOUT VIA
INSPECTION REPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT ELECTRONIC N.O.T.
(NOTICE OF TERMINATION). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE e-NOT
HAS BEEN FILLED OUT.
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
TR
A
C
T
O
R
S
U
P
P
L
Y
C
O
.
34
0
0
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
CA
S
T
L
E
H
A
Y
N
E
,
N
C
2
8
4
2
9
22389.PE
3/
1
/
2
3
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
N O R T H CAROLIN
A
J
A
M
E
B A N C H S M
PR O F ESSION
ENGIN E E R
SEAL
A
L
S
R
ITH
034 35 4
6/6/23
CA
S
T
L
E
H
A
Y
N
E
DE
V
E
L
O
P
M
E
N
T
G
R
O
U
P
,
L
L
C
12
0
M
A
R
K
E
T
S
Q
U
A
R
E
PI
N
E
H
U
R
S
T
,
N
C
2
8
3
7
4
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3.Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4.Provide ponding area for containment of treated Stormwater before discharging
offsite.
5.Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
HAZARDOUS AND TOXIC WASTE
1.Create designated hazardous waste collection areas on-site.
2.Place hazardous waste containers under cover or in secondary containment.
3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EQUIPMENT AND VEHICLE MAINTENANCE
1.Maintain vehicles and equipment to prevent discharge of fluids.
2.Provide drip pans under any stored equipment.
3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4.Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5.Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.Never bury or burn waste. Place litter and debris in approved waste containers.
2.Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3.Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4.Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5.Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6.Anchor all lightweight items in waste containers during times of high winds.
7.Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8.Dispose waste off-site at an approved disposal facility.
9.On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2.Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3.Contain liquid wastes in a controlled area.
4.Containment must be labeled, sized and placed appropriately for the needs of site.
5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1.Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2.Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3.Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
HERBICIDES, PESTICIDES AND RODENTICIDES
1.Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2.Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3.Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4.Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1.Do not discharge concrete or cement slurry from the site.
2.Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3.Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4.Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7.Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8.Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9.Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10.At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3.Provide stable stone access point when feasible.
4.Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
A
A
BELOW GRADE WASHOUT STRUCTURE
1:1SIDE SLOPE
(TYP.)
10 MILPLASTICLINING
3'-0
"
MIN
.
& X
'
MA
X
.
SECTION A-A
NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
PLAN
SECTION B-B
HIGHCOHESIVE &LOW FILTRATIONSOIL BERM
8"
6"
2'
HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE
(TYP.)
10 MILPLASTIC LINING
B
B
3'-
0
"
MIN
.
& X
'
MAX
.
A
SANDBAGS (TYP.)OR STAPLES
SANDBAGS (TYP.)OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES75% OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURESSHALL BE MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF THESTRUCTURES CAPACITY TO PROVIDE
ADEQUATE HOLDING CAPACITY WITH AMINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDSTO BE CLEARY MARKED WITH SIGNAGENOTING DEVICE.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
CONCRETE
WASHOUT CONCRETE
WASHOUT
PLAN
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)
SILT FENCE
10
'
MIN
10'MIN
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within this
many calendar
days after ceasing
land disturbance
7
7
7
14
None
None
(a)Perimeter dikes,
swales, ditches, and
perimeter slopes
(b)High Quality Water
(HQW) Zones
(c)Slopes steeper than
3:1
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d)Slopes 3:1 to 4:1
(e)Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
Self-inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1.E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make this
requirement not practical:
(a)This general permit as well as the certificate of coverage, after it is received.
(b)Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically-available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard-copy records.
(c)All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.Occurrences that must be reported
Permittees shall report the following occurrences:
(a)Visible sediment deposition in a stream or wetland.
(b)Oil spills if:
·They are 25 gallons or more,
·They are less than 25 gallons but cannot be cleaned up within 24 hours,
·They cause sheen on surface waters (regardless of volume), or
·They are within 100 feet of surface waters (regardless of volume).
(a)Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b)Anticipated bypasses and unanticipated bypasses.
(c)Noncompliance with the conditions of this permit that may endanger health or the
environment.
2.Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at (800) 662-7956, (800)
858-0368 or (919) 733-3300.
NP
D
E
S
N
C
G
0
1
N
O
T
E
S
4/
2
1
/
2
3
NT
S MN
JB
S
JB
S
C-1.1
TR
A
C
T
1
-
B
R02500-002-008-000
GORE RICHARD M
D.B. 2637 PG. 0163
M.B. 21, PG. 93
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
0.
5
'
0.
5
'
S 87°01'49" W 993.40'
N 87°01'26" E 1021.01' TOTAL
N
0
2
°
3
3
'
3
6
"
W
3
8
0
.
7
0
'
N
0
3
°
1
3
'
1
1
"
W
1
1
6
.
6
7
'
R0
2
5
0
0
-
0
0
2
-
0
0
9
-
0
0
1
VA
N
D
E
R
G
R
I
F
T
A
R
T
H
U
R
W
C
A
R
O
L
Y
N
R
D.
B
.
4
3
6
3
P
G
.
7
9
3
M.
B
.
3
2
.
P
G
.
1
8
7
0.38'
11
6
.
2
9
'
S
0
0
°
2
7
'
4
0
"
W
4
9
8
.
3
6
'
N 03°59'49" W
0.28'
N 00°27'40" E
30.55'
TIE
341.18'
152.61'
527.22'
RRS
IPF
DISTURBED
RRS
PKF
NLF
IRF
DISTURBED
PKF
IPF
IRF IRF
IPF
IRF
IRF
IRF
DISTURBED
IRF
DISTURBED
N 87°01'49" E
0.
5
'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FM
FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
VES
T
I
B
U
L
E
101
STE
E
L
DOC
K
&
R
A
M
P
SS
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
WET WET
WET
WET
WE
T
WET
WET
WE
T
WE
T
WET
WET
WE
T
WE
T
WET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
W
E
T
WET
WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET
WE
T
WE
T
WE
T
WE
T
WE
T
WET
WET
WET
WET
WET
WE
T
BATH
ROOMS
ELEC.
ROOM
RISER
ROOM F
F
W W W W
F F F F F F
F
F
F
F
W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
TR
A
C
T
1
-
B
R02500-002-008-000
GORE RICHARD M
D.B. 2637 PG. 0163
M.B. 21, PG. 93
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
0.
5
'
0.
5
'
S 87°01'49" W 993.40'
N 87°01'26" E 1021.01' TOTAL
N
0
2
°
3
3
'
3
6
"
W
3
8
0
.
7
0
'
N
0
3
°
1
3
'
1
1
"
W
1
1
6
.
6
7
'
R0
2
5
0
0
-
0
0
2
-
0
0
9
-
0
0
1
VA
N
D
E
R
G
R
I
F
T
A
R
T
H
U
R
W
C
A
R
O
L
Y
N
R
D.
B
.
4
3
6
3
P
G
.
7
9
3
M.
B
.
3
2
.
P
G
.
1
8
7
0.38'
11
6
.
2
9
'
S
0
0
°
2
7
'
4
0
"
W
4
9
8
.
3
6
'
N 03°59'49" W
0.28'
N 00°27'40" E
30.55'
TIE
341.18'
152.61'
527.22'
RRS
IPF
DISTURBED
RRS
PKF
NLF
IRF
DISTURBED
PKF
IPF
IRF IRF
IPF
IRF
IRF
IRF
DISTURBED
IRF
DISTURBED
N 87°01'49" E
0.
5
'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FM
FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
W
(E
P
3
5
.
5
1
)
(E
P
3
2
.
8
0
)
(E
P
3
3
.
4
5
)
EP
3
4
.
6
5
EP
3
5
.
0
0
(IN
V
3
2
.
8
6
)
11
+
0
0
12
+
0
0
12
+
7
0
.
3
4
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
10+00 10+77.67
(E
P
3
5
.
1
0
)
EP
3
5
.
0
0
EP
3
4
.
7
5
(E
G
3
5
.
2
2
)
(E
G
3
4
.
8
6
)
(E
G
3
4
.
5
0
)
(E
G
3
4
.
4
3
)
(E
G
3
4
.
3
0
)
(E
G
3
4
.
1
8
)
(E
G
3
4
.
0
6
)
(E
G
3
3
.
8
9
)
(E
G
3
3
.
7
0
)
(E
G
3
3
.
5
7
)
(E
G
3
4
.
1
2
)
(E
G
3
4
.
2
4
)
(E
G
3
4
.
4
3
)
(E
G
3
4
.
5
6
)
(E
G
3
4
.
6
3
)
(E
G
3
4
.
7
5
)
(E
G
3
4
.
8
8
)
(E
G
3
4
.
9
3
)
(E
G
3
5
.
3
2
)
(E
G
3
5
.
7
0
)
EP
3
3
.
5
7
EP
3
3
.
7
1
EP
3
3
.
8
5
EP
3
3
.
9
6
EP
3
4
.
0
4
EP
3
4
.
1
4
EP
3
4
.
2
1
3
5
3
5
35
35
35
35
35
35
3
5
35
35
35
3
5
35
3
5
3
5
35
35
35
35
35
3
5
35
30
3030
30
30 30 30
30
35
(IN
V
3
1
.
0
7
)
PG
3
5
.
2
0
SW
A
L
E
#
2
PE
R
M
A
N
E
N
T
D
R
I
V
E
W
A
Y
C
U
L
V
E
R
T
[
6
4
L
F
]
(1
)
2
4
"
R
C
P
C
L
I
V
(
W
/
F
E
S
)
[
4
.
8
"
F
I
L
L
A
T
B
O
T
T
O
M
]
SW
A
L
E
I
N
V
.
U
P
(
N
)
=
3
2
.
0
0
+
SW
A
L
E
I
N
V
.
D
W
N
(
S
)
=
3
1
.
5
0
+
CU
L
V
E
R
T
I
N
V
.
U
P
(
N
)
=
3
1
.
6
0
+
CU
L
V
E
R
T
I
N
V
.
D
W
N
(
S
)
=
3
1
.
1
0
+
SW
A
L
E
#
1
33
34
33
3435
3
5
33
32
32
33
192'
10
8
'
12
7
'
171'
28'40'28'20'
150'
BATH
ROOMS
ELEC.
ROOM
RISER
ROOM
172.5
EXISTING
EASEMENT
10
'
8'
8'
8'
27
'
8'
5'
5'
28
'
20
'
10'
R
2
0
'
R20
'
R20
'
R
1
5
'
R25
'
1
0
'
40'
20
'
12
'
12
'
12
'
28
'
10'
6.
3
'
20
'
15'
14'
50'
R2
0
'
20
'
10'
19
'
20'6'
50
'
69
'
34
'
R
2
0
'
18
.
5
'
192'
108'
127'
171'
28'40'28'20'
150'
BATHROOMSELEC.ROOMRISERROOM
172.5EXISTINGEASEMENT
10'
8'8'8'27'8'5'
5'
28'
20'10'R20'
R20'
R20'
R15'R25'
10'
40'20'
12'12'12'28'10'6.3'20'15'14'
50'
R20'
20'10'
19'
20'6'50'
69'
34'R20'
18.5'
192'
108'
127'
171'
28'40'28'20'
150'
BATHROOMSELEC.ROOMRISERROOM
172.5EXISTINGEASEMENT
10'
8'8'8'27'8'5'
5'
28'
20'10'R20'
R20'
R20'
R15'R25'
10'
40'20'
12'12'12'28'10'6.3'20'15'14'
50'
R20'
20'10'
19'
20'6'50'
69'
34'R20'
18.5'
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
TR
A
C
T
O
R
S
U
P
P
L
Y
C
O
.
34
0
0
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
CA
S
T
L
E
H
A
Y
N
E
,
N
C
2
8
4
2
9
22389.PE
3/
1
/
2
3
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
N O R T H CAROLIN
A
J
A
M
E
B A N C H S M
PR O F ESSION
ENGIN E E R
SEAL
A
L
S
R
ITH
034 35 4
6/6/23
CA
S
T
L
E
H
A
Y
N
E
DE
V
E
L
O
P
M
E
N
T
G
R
O
U
P
,
L
L
C
12
0
M
A
R
K
E
T
S
Q
U
A
R
E
PI
N
E
H
U
R
S
T
,
N
C
2
8
3
7
4
OV
E
R
A
L
L
S
I
T
E
P
L
A
N
4/
1
1
/
2
3
1"
=
5
0
'
MN MN
JB
S
C-2.00 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
SITE
WETLANDS
WETLANDS AS SHOW ON SITE PLAN HAS BEEN STAKED IN THE FIELD
AND APPLICATION FOR JURISDICTIONAL DETERMINATION HAS BEEN
FILED WITH ACOE.
THE PROPOSED DEVELOPMENT WILL LIMIT WETLAND IMPACTS TO
UNDER 0.5 ACRE
PARKING CALCULATIONS:
PARKING PARKING
SF / USE RATIO SPACES
21,907SF / GENERAL RETAIL 2.5 / 1,000 54.8
3,744 SF / RETAIL NURSERY 2.5 / 1,000 9.4
13,170 SF / OUTDOOR DISPLAY* 1.5 / 1,000 19.7
REQUIRED PARKING: 83.9
PARKING PROVIDED: 84
*OUTDOOR DISPLAY AREA OMITS DRIVE THRU PICK UP LANES
REQUIRED HANDICAP PARKING = 4 SPACES
HANDICAP PARKING PROVIDED = 4 SPACES
SITE DATA:
PROJECT NAME:TRACTOR SUPPLY COMPANY
SITE ADDRESS:3400 CASTLE HAYNE RD.
CASTLE HAYNE, NC 28429
DEVELOPER:CASTLE HAYNE
DEVELOPMENT GROUP, LLC.
120 MARKET SQUARE: 2ND FLOOR
PINEHURST, NC 28374
PARCEL ID:R02500-002-009-003 0.77 ACRES
R02500-002-021-000 1.66 ACRES
R02500-002-022-000 1.71 ACRES
R02500-002-020-000 1.73 ACRES
R02500-002-009-000 5.72 ACRES
PROPOSED PROJECT AREA:+/- 11.52 ACRES
PROPERTY OWNER:ASHTON & AVERY, LLC
201 MARSHFIELD DR.
WILMINGTON, NC 28411
EXISTING ZONING: R-20
PROPOSED ZONING:CONDITIONAL REZONING B-2
COMP. PLAN PLACE TYPE:COMMUNITY MIXED USE
JURISDICTION:NEW HANOVER COUNTY
PROPOSED USE:RETAIL / COMMERCIAL
(TYPE OF DEVELOPMENT)
DIMENSION REQUIREMENTS:
REQUIRED PROVIDED
FRONT YARD SETBACK 50' 50'
REAR YARD SETBACK 35' 35'
INTERIOR SIDE YARD SETBACK 30' 30'
STREET SIDE YARD SETBACK 35' 35'
MAXIMUM ALLOWABLE HEIGHT: 40'
PROPOSED HEIGHT: 30' (1 STORY)
MAXIMUM FLOOR AREA PER DEVELOPMENT: 100,000 SF
PROPOSED FLOOR AREA:
21,930 SF INTERIOR BUILDING
3,744 SF GARDEN CENTER / GREENHOUSE
13,170 SF EXTERIOR FENCED OUTDOOR DISPLAY
(DOES NOT INCLUDE DRIVE LANE)
39,418 SF PROPOSED DEVELOPMENT
STREET YARD
PROPOSED ZONING: B-2
MINIMUM STREET YARD WIDTH: 12.5' (PRIMARY) OR 6'-3" (SECONDARY)
MAXIMUM STREET YARD WIDTH: 37.5' (PRIMARY) OR 18'-9" (SECONDARY)
PRIMARY STREET YARD CALCULATIONS (100% REQUIREMENT / 25 SF PER 1 LF):
SUBJECT PROPERTY STREET FRONTAGE AT CASTLE HAYNE RD.: 489'
PORTION OF STREET FRONTAGE IN UTILITY EASEMENT: - 172.5'
PORTION OF STREET FRONTAGE AS DRIVEWAY: - 30'
STREET YARD FRONTAGE SUBJECT TO LANDSCAPING 286.5'
286.5' X 25 SF = LANDSCAPING REQUIRED IN STREET YARD: 7,163 SF
LANDSCAPE PROVIDED IN STREET YARD: 7,351 SF
SECONDARY STREET YARD CALCULATIONS (50% REQUIREMENT / 12.5 SF PER 1 LF):
SUBJECT PROPERTY STREET FRONTAGE AT GLADIOLUS RD.: 965'
965' X 12.5 SF = LANDSCAPING REQUIRED IN STREET YARD: 12,063 SF
LANDSCAPE PROVIDED IN STREET YARD: 12,377 SF
PARKING LOT LANDSCAPING CALCULATIONS:
TOTAL VEHICULAR USE AREA (VUA): 61,173 SF
LANDSCAPE REQUIREMENT:8% OF TOTAL VUA
LANDSCAPE AREA REQUIRED: 4,894 SF
LANDSCAPE AREA PROVIDED: 4,897 SF
SITE
US
H
I
G
H
W
A
Y
1
3
3
C
A
S
T
L
E
H
A
Y
N
E
R
D
.
PU
B
L
I
C
R
O
W
V
A
R
I
E
S
(N
C
D
O
T
P
R
O
J
E
C
T
R
E
F
.
R
-
2
6
3
3
C
B
)
STORM
WATER POND
+/- 1 ACRE
GLADIOLUS ROAD
60' PUBLIC ROW
GARDEN
CENTER
+/- 3,744 SF
FENCED OUTDOOR
DISPLAY AREA
PROPOSED
BUILDING
+/- 21,930SF
FFE = 36.00
WETLANDS
TO REMAIN
EXISTING PORTION OF PROPERTY IN
UTILITY EASEMENT TO REMAIN
UNCHANGED
TYPE A: OPAQUE BUFFER
20' WIDE (MIN.), TO BE SATISFIED WITH
EXISTING PLANTINGS IN WETLANDS,
SUPPLEMENTED AS NEEDED TO MEET
MINIMUM PLANTINGS REQUIRED PER
ORDINANCE
TYPE A: OPAQUE
BUFFER
20' WIDE (MIN.)
PRIMARY STREET YARD BUFFER
LANDSCAPING, SEE CALCULATIONS
(12'-6" MIN. / 37'-6" MAX.)
FOUNDATION
PLANTINGS
STREET YARD
INSIDE UTILITY EASEMENT
TO REMAIN UNDISTURBED,
NO NEW LANDSCAPING)
DRIVE LANE
30' SETBACK
35
'
S
E
T
B
A
C
K
PROPERTY LINE
50
'
S
E
T
B
A
C
K
ST
R
E
E
T
Y
A
R
D
B
U
F
F
E
R
20' LANDSCAPE BUFFER
RIGHT TURN /
DECELERATION LANE
(SEE OFFSITE TRAFFIC
PLAN)
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
OVERHEAD
ELECTRIC (OHE)
LIMITS OF EXISTING WETLANDS
PR
O
P
E
R
T
Y
L
I
N
E
35' SETBACK
WETLANDS
TO REMAIN
WETLANDS
TO REMAIN
WETLANDS
TO REMAIN
SECONDARY STREET YARD BUFFER
LANDSCAPING, SEE CALCULATIONS
(6'-3" MIN. / 18'-9" MAX.)
TRANSMISSION
POLE (TYP.)
TYPE A: OPAQUE
BUFFER
20' WIDE (MIN.)
EXISTING WETLANDS TO
REMAIN
DRAINAGE DITCH TO
REMAIN
10
1
SITE KEYNOTES:
24" CURB & GUTTER (TYPICAL - SEE DETAIL)
2
HANDICAP PARKING SYMBOL (TYPICAL - SEE DETAIL)
3
3a
HANDICAP ACCESS UNLOADING ZONE: SLOPE 2% MAX. EACH WAY
(ADA COMPLIANT) AND STRIPE AS SHOWN. (TYPICAL - SEE DETAIL)
4
5
8
9
10
11
12
14
LIGHT DUTY ASPHALT PAVEMENT (TYPICAL - SEE DETAIL)
CONCRETE SIDEWALK (TYPICAL - SEE DETAIL)
HANDICAP PARKING SIGN (TYPICAL - SEE ARCHITECTURAL)
4" YELLOW PAINTED STRIPE: (REFER TO T.S.C. STD. CRITERIA)
16-FT HIGH CHAINLINK FENCE (TYPICAL - SEE ARCHITECTURAL)
15
VETERAN PARKING SIGN (TYPICAL - SEE ARCHITECTURAL)
PARKING LOT LIGHT (REF. TO DUKE UTILITY PROVIDER)6
CONCRETE WHEEL STOP (TYPICAL - SEE DETAIL)7
3b
4-FT DOUBLE CHAIN-LINK MAN GATE (TYPICAL - SEE ARCHITECTURAL)
BOPIS PARKING SIGN (TYPICAL - SEE ARCHITECTURAL)
HEAVY DUTY CONCRETE PAVEMENT (TYPICAL - SEE DETAIL)
HEAVY DUTY ASPHALT PAVEMENT (TYPICAL - SEE DETAIL)
16
13 DISPLAY AREA CONCRETE PAVEMENT (TYPICAL - SEE DETAIL)
LIGHT DUTY CONCRETE PAVEMENT (TYPICAL - SEE DETAIL)
17
SITE KEYNOTES:
11
2
2
12
8
8
14
5
15
18 STORMWATER POND WITH "NO SWIMMMING" SIGNS POSTED
19
20 PROPANE TANKS FOR IN-STORE USE (NO CANOPY)
(REFER TO T.S.C. STD. CRITERIA)
20-FT ROLLING CHAIN-LINK GATE (TYPICAL - SEE ARCHITECTURAL)
PYLON SIGN (SEPARATE COUNTY PERMIT)
POND ACCESS PERVIOUS GRID PAVER (SEE DETAILS)
21 PROPANE TANKS FOR SALE ONLY (CANOPY)
(REFER TO T.S.C. STD. CRITERIA)
22 LOADING DOCK (REFER TO T.S.C. STD. CRITERIA)
SITE KEYNOTES:
22
20
21
12
16
3a
13
23 PRIVATE PUMP STATION (SEE UTILITY PLAN)
23
2
24
19
18
184
3b
24 PRIVATE DUMPSTER (REFER TO T.S.C. STD. CRITERIA)
14
16
1
1
17
18
18
1
NA
D
8
3
(
2
0
1
1
)
(N
C
G
R
I
D
)
4
3
3
3
3
13
13
14
10
1
7
TR
A
C
T
1
-
B
R02500-002-008-000
GORE RICHARD M
D.B. 2637 PG. 0163
M.B. 21, PG. 93
FERTILE GARDENS
M.B. 6 PG. 86
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHEOHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
X
X X
SPOIL PILE
WOOD PILE
36
3
6
3
6
36
36
3
5
3
5
35
35
35
35
35
35
3
5
35
35
35
3
5
35
3
5
35
35
35
35
35
35
3
5
35
34 34
34
34
3
4
34
34
34
34
34
34
34
34
3
4
34
3434
34
34
34
34
3
4
34
34
3434
34
34
34
34
3
4
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
33
3333
33
3
3
33
33
33
3
3
33
33
33
3
3
33
33
33
33
33
33
3333
33
33
33
33
33
33
33
33
33
33
33
3333
33
33
33
33
33
33
33
33
33
33
33 33
33
33
33
33 33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
3
3
33
33
33
33
33
33
33
33
33
33
33
33 33
33
3
3
33
33
3
3
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
32
32
32
3
2
32
32
32
32
3232
3232
32
32
32
32
32
32
32
32
32
32
32
32
323232
32
32
32
32
32 32
32
32
32
32
32
32
3
2 32
32
32 32
3
2
32
32
3232
32
32
32
32
32
32
32
32
32
32
32
32
32
3
1
31
3
1
31
31
3131
31
31
31
31
31
31 31 31 31
31
31
31
31
31
31
3
1
31
31
3
1
31
3131
31
31
31
31
31
31
31
31
31
31
31
30
30
30
30
30
30 30 30
30
0.
5
'
0.
5
'
S 87°01'49" W 993.40'
O
H
E
O
H
E
N 87°01'26" E 1021.01' TOTAL
N
0
2
°
3
3
'
3
6
"
W
3
8
0
.
7
0
'
N
0
3
°
1
3
'
1
1
"
W
1
1
6
.
6
7
'
R0
2
5
0
0
-
0
0
2
-
0
0
9
-
0
0
1
VA
N
D
E
R
G
R
I
F
T
A
R
T
H
U
R
W
C
A
R
O
L
Y
N
R
D.
B
.
4
3
6
3
P
G
.
7
9
3
M.
B
.
3
2
.
P
G
.
1
8
7
0.38'
11
6
.
2
9
'
S
0
0
°
2
7
'
4
0
"
W
4
9
8
.
3
6
'
N 03°59'49" W
0.28'
N 00°27'40" E
30.55'
TIE
341.18'
152.61'
527.22'
RRS
IPF
DISTURBED
RRS
PKF
NLF
IRF
DISTURBED
PKF
IPF
IRF
IRF
IPF
IRF
IRF
IRF
DISTURBED
IRF
DISTURBED
N 87°01'49" E
0.
5
'
IPF
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FM
FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
L
O
D
LODLODLOD
LODLODLODLODLODLODLOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD
LO
D
LO
D
LOD
L
O
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LO
D
LO
D
L
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLOD
LOD
LOD
LODLOD
LOD
LO
D
>>
>>
>>
>>
>>
>>
>>
WET WET
WET
WET
WE
T
WET
WET
WE
T
WE
T
WET
WET
WE
T
WE
T
WET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
W
E
T
WET
WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET
WE
T
WE
T
WE
T
WE
T
WE
T
WET
WET
WET
WET
WET
WE
T
TR
A
C
T
1
-
B
R02500-002-008-000
GORE RICHARD M
D.B. 2637 PG. 0163
M.B. 21, PG. 93
FERTILE GARDENS
M.B. 6 PG. 86
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHEOHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
X
X X
SPOIL PILE
WOOD PILE
36
3
6
3
6
36
36
3
5
3
5
35
35
35
35
35
35
3
5
35
35
35
3
5
35
3
5
35
35
35
35
35
35
3
5
35
34 34
34
34
3
4
34
34
34
34
34
34
34
34
3
4
34
3434
34
34
34
34
3
4
34
34
3434
34
34
34
34
3
4
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
33
3333
33
3
3
33
33
33
3
3
33
33
33
3
3
33
33
33
33
33
33
3333
33
33
33
33
33
33
33
33
33
33
33
3333
33
33
33
33
33
33
33
33
33
33
33 33
33
33
33
33 33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
3
3
33
33
33
33
33
33
33
33
33
33
33
33 33
33
3
3
33
33
3
3
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
32
32
32
3
2
32
32
32
32
3232
3232
32
32
32
32
32
32
32
32
32
32
32
32
323232
32
32
32
32
32 32
32
32
32
32
32
32
3
2 32
32
32 32
3
2
32
32
3232
32
32
32
32
32
32
32
32
32
32
32
32
32
3
1
31
3
1
31
31
3131
31
31
31
31
31
31 31 31 31
31
31
31
31
31
31
3
1
31
31
3
1
31
3131
31
31
31
31
31
31
31
31
31
31
31
30
30
30
30
30
30 30 30
30
0.
5
'
0.
5
'
S 87°01'49" W 993.40'
O
H
E
O
H
E
N 87°01'26" E 1021.01' TOTAL
N
0
2
°
3
3
'
3
6
"
W
3
8
0
.
7
0
'
N
0
3
°
1
3
'
1
1
"
W
1
1
6
.
6
7
'
R0
2
5
0
0
-
0
0
2
-
0
0
9
-
0
0
1
VA
N
D
E
R
G
R
I
F
T
A
R
T
H
U
R
W
C
A
R
O
L
Y
N
R
D.
B
.
4
3
6
3
P
G
.
7
9
3
M.
B
.
3
2
.
P
G
.
1
8
7
0.38'
11
6
.
2
9
'
S
0
0
°
2
7
'
4
0
"
W
4
9
8
.
3
6
'
N 03°59'49" W
0.28'
N 00°27'40" E
30.55'
TIE
341.18'
152.61'
527.22'
RRS
IPF
DISTURBED
RRS
PKF
NLF
IRF
DISTURBED
PKF
IPF
IRF
IRF
IPF
IRF
IRF
IRF
DISTURBED
IRF
DISTURBED
N 87°01'49" E
0.
5
'
IPF
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FM
FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF
S
F
SF
S
F
S
F
SF
S
F
SFSFSFSFSFSF
SF
SF
SF
SF
SFSFSFSFSFSFSF
SF
SF
SF
SF
SF
>>>>>>>>
>
>
>>
>>>>>>>>>>>>>>>>
ES 100MH 101
CI 102
CI 103
DI 104DI 105DI 106
DI 107
DI 108
CI 1061
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
TR
A
C
T
O
R
S
U
P
P
L
Y
C
O
.
34
0
0
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
CA
S
T
L
E
H
A
Y
N
E
,
N
C
2
8
4
2
9
22389.PE
3/
1
/
2
3
N O R T H CAROLIN
A
J
A
M
E
B A N C H S M
PR O F ESSION
ENGIN E E R
SEAL
A
L
S
R
ITH
034 35 4
6/6/23
CA
S
T
L
E
H
A
Y
N
E
DE
V
E
L
O
P
M
E
N
T
G
R
O
U
P
,
L
L
C
12
0
M
A
R
K
E
T
S
Q
U
A
R
E
PI
N
E
H
U
R
S
T
,
N
C
2
8
3
7
4
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
4/
1
1
/
2
3
1"
=
5
0
'
MN MN
JB
S
C-3.00 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
SITE
SITE DATA:
PROJECT NAME:TRACTOR SUPPLY COMPANY
SITE ADDRESS:3400 CASTLE HAYNE RD.
CASTLE HAYNE, NC 28429
DEVELOPER:CASTLE HAYNE
DEVELOPMENT GROUP, LLC.
120 MARKET SQUARE: 2ND FLOOR
PINEHURST, NC 28374
PARCEL ID:R02500-002-009-003 0.77 ACRES
R02500-002-021-000 1.66 ACRES
R02500-002-022-000 1.71 ACRES
R02500-002-020-000 1.73 ACRES
R02500-002-009-000 5.72 ACRES
PROPOSED PROJECT AREA:+/- 11.52 ACRES
PROPERTY OWNER:ASHTON & AVERY, LLC
201 MARSHFIELD DR.
WILMINGTON, NC 28411
EXISTING ZONING: R-20
PROPOSED ZONING:CONDITIONAL REZONING B-2
COMP. PLAN PLACE TYPE:COMMUNITY MIXED USE
JURISDICTION:NEW HANOVER COUNTY
PROPOSED USE:RETAIL / COMMERCIAL
(TYPE OF DEVELOPMENT)
US
H
I
G
H
W
A
Y
1
3
3
C
A
S
T
L
E
H
A
Y
N
E
R
D
.
PU
B
L
I
C
R
O
W
V
A
R
I
E
S
(N
C
D
O
T
P
R
O
J
E
C
T
R
E
F
.
R
-
2
6
3
3
C
B
)
SEDIMENT BASIN
STORM POND
N. POOL = 31.0
TOP = 34.5
BOTTOM = 26.0
GLADIOLUS ROAD
60' PUBLIC ROW
WETLANDS
TO REMAIN
30' SETBACK
35
'
S
E
T
B
A
C
K
PROPERTY LINE
50
'
S
E
T
B
A
C
K
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
OVERHEAD
ELECTRIC (OHE)
TO BE RELOCATED
BY DUKE ENERGY
SILT FENCE, TYP.
(SEE DETAILS)
PR
O
P
E
R
T
Y
L
I
N
E
35' SETBACK
WETLANDS
TO REMAIN
WETLANDS
TO REMAIN
WETLANDS
TO REMAIN
TRANSMISSION
POLE (TYP.)
EXISTING WETLANDS TO
REMAIN
DRAINAGE DITCH TO
REMAIN
NA
D
8
3
(
2
0
1
1
)
(N
C
G
R
I
D
)
PHASE I EROSION CONTROL NOTES:
1.)SITE CONTRACTOR TO FOLLOW TYPICAL SEQUENCE OF EROSION CONTROL MEASURES ON GENERAL NOTES, SHEET C-1.0
AND C-1.1.
2.)TEMPORARY SEDIMENT BASIN WILL BE USED AS SEDIMENT STORAGE DEVICES WITH DIVERSION DITCHES CARRYING THE
MAJORITY OF CLEARING DRAINAGE TO THE SEDIMENT BASINS. AS PHASE 2 IS CONSTRUCTED, STORM DRAIN AND
GRADING WILL REDIRECT DRAINAGE AS NECESSARY. SILT FENCE SHALL REMAIN IN-PLACE DURING PHASE I AND II
CONSTRUCTION ACTIVITIES.
3.)PHASE II EROSION CONTROL CAN BE FOUND ON THE FINAL GRADING AND DRAINAGE SHEETS, C-3.1.
1.)SEE GENERAL NOTES SHEET (C-1.0) FOR GRADING, DRAINAGE AND EROSION CONTROL NOTES AND DETAILS FOR
MORE INFORMATION.
2.)ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY AND NCDOT STANDARDS AND
SPECIFICATIONS AND/OR TECHNICAL SPECIFICATIONS SEALED AS PART OF THESE CONSTRUCTION DOCUMENTS.
3.)GEOTECHNICAL TESTING SHALL BE PERFORMED ON-SITE. A GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO
CONFIRM SUITABILITY OF SUBGRADE MATERIAL AND PROPER COMPACTION IN FILL AREAS.
4.)CONTRACTOR SHALL CONSULT THE GEOTECHNICAL ENGINEER TO CONFIRM SUITABILITY OF SUBGRADE MATERIAL
FOR STORM PIPES AND STRUCTURES.
GRADING NOTES:
1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
ASPHALT AREA NOTE:
1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
BUILDING PAD NOTE:
EROSION CONTROL LEGEND:
SILT FENCE STONE OUTLET
WATTLE OR RIP-RAP CHECK DAM
TREE REMOVAL
INLET PROTECTION
GRAVEL ENTRANCE
RIP-RAP
VEGETATION PER TYPE
TREE PROTECTION FENCING
LIMITS OF DISTURBANCE
SILT FENCE
TREE PROTECTION FENCING
LOD LOD
SF SF
TEMP. DIVERSION DITCHES>TDD >TDD
PROPOSED CONTOURS20
EXISTING CONTOURS
WETLAND
IMPACTWETLAND
IMPACT
WETLAND
IMPACT
WETLAND
IMPACT
NO GRADING OR
WORK INSIDE
DUKE ENERGY
ROW
CONSTRUCTION
ENTRANCE #1
(EXISTING DRIVE)
(SEE DETAILS)
DITCH GRADING
(SEE GRADE
SHEET)
DITCH GRADING
(SEE GRADE
SHEET)
DRIVEWAY PIPE
(SEE GRADE SHEET)
POND OUTFALL
PIPES AND
RIP-RAP APRON
(SEE DETAILS)
LIMITS OF
DISTURBANCE
[5.50 AC]
DITCH PLUG
(SEE DETAILS)
BLDG. PAD FILL
+/- 3-FT
EXISTING
SHEDS AND BLDGS
TO BE REMOVED
0.75 AC
DRAINAGE
TO 225LF SILT
FENCE
TEMP. TDD-1
(SEE DETAILS)
PERIMETER SILT
FENCE, TYP.
(SEE DETAILS)
TEMP. TDD-2
(SEE DETAILS)
TEMP. SEDIMENT BASIN
TOP = 33.00
BOTTOM = 29.00
SKIMMER #1
(SEE DETAILS)
SKIMMER #2
(SEE DETAILS)
H A
U
L
R
D
.
CONSTR.
CROSSING
TEMP. SLOPE
DRAIN, TYP.
(SEE DETAILS)
TEMP. SLOPE
DRAIN, TYP.
(SEE DETAILS)
GORE RICHARD M
D.B. 2637 PG. 0163
M.B. 21, PG. 93
FERTILE GARDENS
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHEOHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
X X
INV=30.13 INV=29.8918" RCP
36
36
36
3
5
3
5
35
35
3
5
35
35
35
3
5
35
3
5
35
3
5
35
3
5
3
5
35
35
35
35
3
5
34
34
3
4
34
34
34
3434
34
34
34
34
3
4
34
34
34
34
3
4
34
34
34
34
34
34
34
34
3
4
34
34
34
34
34
34
34
34
33
3333
33
3
3
3
3
33
33
33
3
3
33
33
33
33
33
33
33
33
33
33
33
33
3333
33
33
33
33
33
33
33
33
33
33
33 33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
3
3
33
3
3
33
33
33
33
33
33
33
33
3
3
33
33
33
33
33
33
33
33
32
3232
323232
32
32
32
32
32 32
32
3
2 32
32
32 32
3
2
32
32
32
32
32
32
32
32
32
32
32
32
32
31
31
31
31
31
31 31 31
31
31
31
31
31
31
30
30
30 30 30
30
0.
5
'
S 87°01'49" W 993.40'
O
H
E
O
H
E
O
H
E
INV: 30.43INV: 30.29
18" CPP
18" RCP
18" CPP
24
"
R
C
P
INV: 29.29
INV: 29.27
INV: 29.29
15
"
C
M
P
INV: 32.12
INV: 31.74
N 87°01'26" E 1021.01' TOTAL
N
0
2
°
3
3
'
3
6
"
W
3
8
0
.
7
0
'
N
0
3
°
1
3
'
1
1
"
W
1
1
6
.
6
7
'
0.38'
11
6
.
2
9
'
STATION
24+98.37
L24.00m
341.18'
152.61'
RRS
PKF
NLF
IRF
DISTURBED
PKF
IPF
IRF
IRF
IPF
IRF
IRF
DISTURBED
IRF
DISTURBED
N 87°01'49" E
IPF
FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
VE
S
T
I
B
U
L
E
10
1
ST
E
E
L
DO
C
K
&
R
A
M
P
SS
SS
LO
D
LO
D
L
O
D
LOD
L
O
D
LODLODLODLODLOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
L
O
D
LO
D
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
LODLODLOD
LOD
LOD
LO
D
LO
D
LOD
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
WET WET WET
WET
WET
WE
T
WET
WET
WET
WET
WE
T
WE
T
WE
T
WET
WET
WET
WET
WET
WE
T
WET
W
E
T
WE
T
WE
T
WE
T
W
E
T
WE
T
WET
WE
T
WETWET
WET
WET
WET
WE
T
WE
T
WE
T
W
E
T
WET
WET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
W
E
T
W
E
T
WET
WE
T
WET
WETWET
WET
WET
WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET
WET
WET
WET
WET
WET
WET
WET
WET
W
E
T
WET
WE
T
WE
T
WET
BATH
ROOMS
ELEC.
ROOM
RISER
ROOM F F
F
F
W W
F F F F F F F F F F
F
F
F
F
F
F
F
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
GORE RICHARD M
D.B. 2637 PG. 0163
M.B. 21, PG. 93
FERTILE GARDENS
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHEOHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
X X
INV=30.13 INV=29.8918" RCP
36
36
36
3
5
3
5
35
35
3
5
35
35
35
3
5
35
3
5
35
3
5
35
3
5
3
5
35
35
35
35
3
5
34
34
3
4
34
34
34
3434
34
34
34
34
3
4
34
34
34
34
3
4
34
34
34
34
34
34
34
34
3
4
34
34
34
34
34
34
34
34
33
3333
33
3
3
3
3
33
33
33
3
3
33
33
33
33
33
33
33
33
33
33
33
33
3333
33
33
33
33
33
33
33
33
33
33
33 33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
3
3
33
3
3
33
33
33
33
33
33
33
33
3
3
33
33
33
33
33
33
33
33
32
3232
323232
32
32
32
32
32 32
32
3
2 32
32
32 32
3
2
32
32
32
32
32
32
32
32
32
32
32
32
32
31
31
31
31
31
31 31 31
31
31
31
31
31
31
30
30
30 30 30
30
0.
5
'
S 87°01'49" W 993.40'
O
H
E
O
H
E
O
H
E
INV: 30.43INV: 30.29
18" CPP
18" RCP
18" CPP
24
"
R
C
P
INV: 29.29
INV: 29.27
INV: 29.29
15
"
C
M
P
INV: 32.12
INV: 31.74
N 87°01'26" E 1021.01' TOTAL
N
0
2
°
3
3
'
3
6
"
W
3
8
0
.
7
0
'
N
0
3
°
1
3
'
1
1
"
W
1
1
6
.
6
7
'
0.38'
11
6
.
2
9
'
STATION
24+98.37
L24.00m
341.18'
152.61'
RRS
PKF
NLF
IRF
DISTURBED
PKF
IPF
IRF
IRF
IPF
IRF
IRF
DISTURBED
IRF
DISTURBED
N 87°01'49" E
IPF
FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
W
W
W
W
W
W
W
W
W
W
W
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
W
W
31
31
29
27
25
31
34.
5
34.
5
34.5
F
TC 34.11
EP-VALLEY 33.71
12" HDPE INLET
TOP 12"=34.40
INV 12"=33.40
PG=35.40
12" HDPE OUTLET
TOP 12"=34.30
INV 12"=33.30
(EG 34.50)
TC34.84
EP34.38
TC34.44
EP-VALLEY 33.94
TC34.31
EP33.75
TC34.81
EP34.25TC34.81
EP34.25
TC34.66
EP34.10
TC34.66
EP34.10
TC34.21
EP33.75TC34.21
EP33.75
TC34.56
EP34.10TC TRANSITION
EP 34.75
TC35.06
EP34.50
TC36.04
EP35.15
TC36.29
EP35.75
TC36.29
EP35.75
TC36.04
EP35.50
TC36.29
EP35.75
TC36.54
EP36.00
TC36.54
EP36.00
TC36.54
EP36.00
TC36.04
EP35.60 TC35.75
EP35.75
TC35.34
EP34.80
TC35.64
EP35.10
TC35.40
EP35.40
TC 35.20
EP34.70
TC35.58
EP35.04
TC35.04
EP34.50
TC34.84
EP34.30
TC34.60
EP34.06
SW35.94
SW35.94
EP35.48
EP35.48
TC36.04
EP35.50
SW35.68
SW35.65
TC34.80
EP34.30
TC 35.98
TC35.31
EP34.75
EC34.25
EC34.80
TC 35.45
EP 34.99
SW35.98
SW35.94
SW35.98
SW35.98
EC35.10
EC34.81
EC35.10
SW35.68
SW35.20
SW35.67
HP
EC35.50
SW34.80 EC34.85
EC34.75
TC34.75
EP34.25
TC34.48
EP33.94
TC34.75
EP34.21
RIM34.75
RIM34.75
HP35.25
SW35.90
TC33.96
EP33.50
TC33.76
EP33.30
EC34.65
CURB
TRANSITION
CURB
TRANSITION
TC33.96
EP33.50
(EP33.81)
(EP34.83)
(EP35.32)
(EP35.71)(EP35.10)
(EP35.51)
(EP35.99)
(EP36.13)
(EP36.31)
(EP34.14)
(EP32.98)(EP32.80)(EP33.25)
(EP34.13)
RIM33.50
RIM33.30
PG33.75
PG33.50
EC34.70
EC35.00
EC34.80
TC34.25
EP33.75
RIM33.50
TC34.64
EP34.10
(EP34.38)
(EP33.45)
EP33.90
EP34.18
EP34.50
EP33.60
TC TRANSITION
EP 34.75
EP34.50
24"PPES
INV=31.80
24"PPES
INV=32.10
(EG33.02)
(EG33.08)
(EG32.52)
TC35.94
EP35.40
TC35.74
EP35.20
TC34.94
EP34.40
SW36.10
TC34.70
EP34.20
TC34.25
EP33.75
PG33.80
PG33.75
TC34.70
EP34.20
STD. SPILL CURB
TRANSITION
TC34.65
EP34.15
TC34.65
EP34.15
EP34.75
EC34.00
EC34.25
EC34.10
SW35.80
SW 35.90
SW35.98
35
35
35
35
35
34
34
3
4
34
34
34
33
33
33
34
32
3
3
3
5
3
3
3
4
33
35
35
35
35
35
35
36
35
343433
33
35
33
33 33
3232
33
33
34
33
34
34
34
34
34 33
31
32
31
30
34
34
34
35 34
3
5
3
5
36 36
ES 100
MH 101
CI 102
CI 103
DI 104
DI 105
DI 106
DI 107
DI 108
CI 1061
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
S
F
SF
SF
SF
SF
S
F
S
F
S
F
S
F
SF
SF
SFSFSF
SF
SF
SF
SF
SF
S
F
S
F
SFSFSFSF
SF
SFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
TR
A
C
T
O
R
S
U
P
P
L
Y
C
O
.
34
0
0
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
CA
S
T
L
E
H
A
Y
N
E
,
N
C
2
8
4
2
9
22389.PE
3/
1
/
2
3
N O R T H CAROLIN
A
J
A
M
E
B A N C H S M
PR O F ESSION
ENGIN E E R
SEAL
A
L
S
R
ITH
034 35 4
6/6/23
CA
S
T
L
E
H
A
Y
N
E
DE
V
E
L
O
P
M
E
N
T
G
R
O
U
P
,
L
L
C
12
0
M
A
R
K
E
T
S
Q
U
A
R
E
PI
N
E
H
U
R
S
T
,
N
C
2
8
3
7
4
GR
A
D
I
N
G
A
N
D
DR
A
I
N
A
G
E
P
L
A
N
4/
1
1
/
2
3
1"
=
3
0
'
MN MN
JB
S
C-3.1
0 15 30 60 120
SCALE: 1"=30'
GRAPHIC SCALE
SEE DETAIL SHEET
FOR STORMWATER POND
DRAINAGE DITCH TO
REMAIN
NA
D
8
3
(
2
0
1
1
)
(N
C
G
R
I
D
)
STORM DRAINAGE SCHEDULE
1.)SEE GENERAL NOTES SHEET (C-1.0) FOR GRADING, DRAINAGE AND EROSION CONTROL NOTES AND DETAILS FOR
MORE INFORMATION.
2.)ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW HANOVER AND NCDOT STANDARDS AND
SPECIFICATIONS AND/OR TECHNICAL SPECIFICATIONS SEALED AS PART OF THESE CONSTRUCTION DOCUMENTS.
3.)GEOTECHNICAL TESTING SHALL BE PERFORMED ON-SITE. A GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO
CONFIRM SUITABILITY OF SUBGRADE MATERIAL AND PROPER COMPACTION IN FILL AREAS.
4.)CONTRACTOR SHALL CONSULT THE GEOTECHNICAL ENGINEER TO CONFIRM SUITABILITY OF SUBGRADE MATERIAL
FOR STORM PIPES AND STRUCTURES.
GRADING NOTES:
1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
ASPHALT AREA NOTE:
1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
BUILDING PAD NOTE:
EP =PROPOSED EDGE OF PAVEMENT
EC =EDGE OF CONCRETE
DI =DROP INLET
PG =PROPOSED GRADE
CI =CURB INLET
HP =HIGH POINT ELEVATION
SW =SIDEWALK ELEVATION
MH =STORM MANHOLE
YI =YARD INLET
RP =RAMP
PAD =DUMPSTER PAD ELEVATION
RD =ROOF DRAIN CONNECTION
NOTATION:
DRAINAGE NOTES:
1.)DRAINAGE EASEMENT AND STORMWATER SYSTEM MAINTENANCE IS THE RESPONSIBILITY OF THE DEVELOPER,
INCLUDING PIPES, STRUCTURES, AND STORMWATER CONTROL MEASURES AS PERMITTED WITH THE STATE OR
LOCAL JURISDICTION.
2.)ALL IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM UNLESS SHOWN OTHERWISE.
3.)NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES.
4.)ALL PUBLIC STORM DRAINAGE STRUCTURES SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS AND SHALL BE
TRAFFIC RATED FOR H-20 LOADS AT A MINIMUM. PRIVATE DRAINAGE SYSTEMS SHALL BE PER APPROVED PLANS
AND SPECIFICATIONS.
5.)ALL CURB INLET RIM ELEVATIONS ARE LISTED AS THE "GUTTER OF FLOWLINE ELEVATION" WITHIN THE CURB
SECTION. THE CONTRACTOR SHALL MAINTAIN A UNIFORM EDGE OF PAVEMENT (EOP) WHEN PLACING THE STORM
INLETS WITHIN THE CURB-LINE.
6.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE. CONTRACTOR SHALL PROVIDE 6"
CLEARANCE ABOVE PROPOSED GRADE WHEN PLACED IN A GRASS/PERVIOUS AREA; AND A FLUSH CONDITION WITH
PROPOSED PAVEMENT OR IMPERVIOUS COVER.
7.)PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM. CONTRACTOR,
BUILDERS, AND OWNERS ARE RESPONSIBLE FOR COORDINATING ROOF DRAINAGE PIPING IN ADVANCE OR
ORDERING FINAL STORM DRAINAGE. REF. CIVIL DETAILS FOR TYPICAL DOWNSPOUT DETAILS AND CONNECTIONS.
8.)CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY AREAS TO
MATCH PROPOSED GRADES.
9.)THE CONTRACTOR SHALL USE EITHER RCP (CL. III UNLESS OTHERWISE NOTED) OR HDPE PIPE FOR THE STORM
DRAINAGE SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE PIPE, IT SHALL BE ADS N-12 WT STORM PIPE OR
APPROVED EQUAL AND SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS. IN ADDITION, THE
CONTRACTOR SHALL BE SURE TO PROVIDE CONCRETE COLLARS AROUND EACH F.E.S. TO PREVENT FLOATATION IF
HDPE PIPE IS CHOSEN.
BC/TC = TOP OF CURB ELEVATION
TS =TOP OF WALK (SIDEWALK) ELEVATION
INV =INVERT
FES =FLARED END SECTION
TWL =TOP OF WALL ELEVATION
BWL =BOTTOM OF WALL ELEVATION
(EG)=EXISTING GRADE
(XX)=EXISTING ELEVATIONS, TYP.
TURFGRASS-PERVIOUS
PAVER (SEE DETAILS)
FILL SLOPE
TO WETLAND LINE
IMPROVE
ROADSIDE
DITCH
IMPROVE
ROADSIDE
DITCH
RIP-RAP
APRON
(SEE DETAILS)
STD. CURB AND
MINIMAL
GRADING TO
WETLAND
106LF 24" RCP
DRIVEWAY PIPE
WITH (2) PPES
(SEE DETAILS)
RIP-RAP
APRON
(SEE DETAILS)
NO GRADING OR
WORK INSIDE
DUKE ENERGY
ROW
FILL SLOPE
TO WETLAND LINE
SPILL CURB AND
MINIMAL GRADING
TO WETLAND
SPILL CURB AND
MINIMAL GRADING
TO WETLAND
CURB AND
MINIMAL
GRADING TO
WETLAND
FINISH GRADE
BUILDING
AND
FOOTING
TYPICAL FILL SLOPE SECTION
ALONG WETLAND
NOT TO SCALE
EXISTING
WETLAND
GRADE
3:1
M
A
X
.
F
I
L
L
S
L
O
P
E
SLOPE TO BE IMMEDIATELY STABILIZED
PER EROSION CONTROL NOTES AND
VEGETATION SPECIFICATIONS
30LF 12" RCP @0.50%
INLET
3:1 SLOPE3:1 SLOPE
ACCESS ROAD TO POND
CROSS SECTION
NOT TO SCALE
15-FT POND ACCESS PATH
PERVIOUS GRID PAVER
(SEE DETAILS)
EX.
WETLAND
DOWNSTREAM
EX.
WETLAND
BUILDING
FFE = 36.00
R02500-002-008-000
GORE RICHARD M
D.B. 2637 PG. 0163
M.B. 21, PG. 93
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHEOHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
0.
5
'
S 87°01'49" W 993.40'
N 87°01'26" E 1021.01' TOTAL
N
0
2
°
3
3
'
3
6
"
W
3
8
0
.
7
0
'
N
0
3
°
1
3
'
1
1
"
W
1
1
6
.
6
7
'
0.38'
11
6
.
2
9
'
341.18'
152.61'
527.22'
RRS
PKF
NLF
IRF
DISTURBED
PKF
IPF
IRF
IRF
IPF
IRF
IRF
DISTURBED
IRF
DISTURBED
N 87°01'49" E
0.
5
'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FM
FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
VES
T
I
B
U
L
E
101
STE
E
L
DOC
K
&
R
A
M
P
SS
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
WET WET
WET
WET
WE
T
WET
WET
WE
T
WE
T
WET
WET
WE
T
WE
T
WET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
W
E
T
WET
WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET
WET
WET
WET
WET
WET
WE
T
BATH
ROOMS
ELEC.
ROOM
RISER
ROOM F
F
W W W W
F F F F F F
F
F
F
F
W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
R02500-002-008-000
GORE RICHARD M
D.B. 2637 PG. 0163
M.B. 21, PG. 93
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHEOHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
0.
5
'
S 87°01'49" W 993.40'
N 87°01'26" E 1021.01' TOTAL
N
0
2
°
3
3
'
3
6
"
W
3
8
0
.
7
0
'
N
0
3
°
1
3
'
1
1
"
W
1
1
6
.
6
7
'
0.38'
11
6
.
2
9
'
341.18'
152.61'
527.22'
RRS
PKF
NLF
IRF
DISTURBED
PKF
IPF
IRF
IRF
IPF
IRF
IRF
DISTURBED
IRF
DISTURBED
N 87°01'49" E
0.
5
'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FM
FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
W
BATH
ROOMS
ELEC.
ROOM
RISER
ROOM
192'
108'
127'
171'
28'40'28'20'
150'21'
BATHROOMSELEC.ROOMRISERROOM
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
TR
A
C
T
O
R
S
U
P
P
L
Y
C
O
.
34
0
0
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
CA
S
T
L
E
H
A
Y
N
E
,
N
C
2
8
4
2
9
22389.PE
3/
1
/
2
3
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
N O R T H CAROLIN
A
J
A
M
E
B A N C H S M
PR O F ESSION
ENGIN E E R
SEAL
A
L
S
R
ITH
034 35 4
6/6/23
CA
S
T
L
E
H
A
Y
N
E
DE
V
E
L
O
P
M
E
N
T
G
R
O
U
P
,
L
L
C
12
0
M
A
R
K
E
T
S
Q
U
A
R
E
PI
N
E
H
U
R
S
T
,
N
C
2
8
3
7
4
UT
I
L
I
T
Y
P
L
A
N
4/
1
1
/
2
3
1"
=
5
0
'
MN MN
JB
S
C-4.00 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
SITE
SITE DATA:
PROJECT NAME:TRACTOR SUPPLY COMPANY
SITE ADDRESS:3400 CASTLE HAYNE RD.
CASTLE HAYNE, NC 28429
DEVELOPER:CASTLE HAYNE
DEVELOPMENT GROUP, LLC.
120 MARKET SQUARE: 2ND FLOOR
PINEHURST, NC 28374
PARCEL ID:R02500-002-009-003 0.77 ACRES
R02500-002-021-000 1.66 ACRES
R02500-002-022-000 1.71 ACRES
R02500-002-020-000 1.73 ACRES
R02500-002-009-000 5.72 ACRES
PROPOSED PROJECT AREA:+/- 11.52 ACRES
PROPERTY OWNER:ASHTON & AVERY, LLC
201 MARSHFIELD DR.
WILMINGTON, NC 28411
EXISTING ZONING: R-20
PROPOSED ZONING:CONDITIONAL REZONING B-2
COMP. PLAN PLACE TYPE:COMMUNITY MIXED USE
JURISDICTION:NEW HANOVER COUNTY
PROPOSED USE:RETAIL / COMMERCIAL
(TYPE OF DEVELOPMENT)
US
H
I
G
H
W
A
Y
1
3
3
C
A
S
T
L
E
H
A
Y
N
E
R
D
.
PU
B
L
I
C
R
O
W
V
A
R
I
E
S
(N
C
D
O
T
P
R
O
J
E
C
T
R
E
F
.
R
-
2
6
3
3
C
B
)
STORM
WATER POND
+/- 1 ACRE
GLADIOLUS ROAD
60' PUBLIC ROW
GARDEN
CENTER
+/- 3,744 SF
FENCED OUTDOOR
DISPLAY AREA
PROPOSED
BUILDING
+/- 21,930SF
WETLANDS
TO REMAIN
DRIVE LANE
30' SETBACK
PROPERTY LINE
50
'
S
E
T
B
A
C
K
ST
R
E
E
T
Y
A
R
D
B
U
F
F
E
R
20' LANDSCAPE BUFFER
20' LANDSCAPE BUFFER
PROPERTY LINE
8" C900 HORIZ.
DIRECTIONAL DRILL MIN.
10-FT BELOW NC 133
PR
O
P
E
R
T
Y
L
I
N
E
35' SETBACK
WETLANDS
TO REMAIN
WETLANDS
TO REMAIN
WETLANDS
TO REMAIN
TRANSMISSION
POLE (TYP.)
WATER AND SEWER CAPACITY
RETAIL - 21,930 SF @ 100 GAL/1,000 SF = 2193 GPD
DOG WASH - 5 DOGS/DAY @ 10 GAL./DAY = 50 GPD
TOTAL = 2243 GPD
UTILITY NOTES
1.WATER SERVICES PROVIDED BY CAPE FEAR PUBLIC UTILITY
AUTHORITY (CFPUA). THERE IS AN EXISTING 16" WATER MAIN THAT
RUNS ALONG THE LONG SIDE OF NC HWY. 133 - CASTLE HAYNE
ROAD. CONTRACTOR SHALL CONFIRM LOCATION OF THIS EXISTING
MAIN AND CONTACT CFPUA AS REQUIRED.
2.THIS PROJECT IS PROPOSING A 2.0" DOMESTIC WATER SERVICE
WITH A 1.5" DOMESTIC METER FOR THE PROPOSED BUILDING.
3.SPRINKLERS ARE PROPOSED FOR THE PROPOSED BUILDING. THERE
IS A PROPOSED 6-INCH FIRE SERVICE BEING INSTALLED OFF THE
PROPOSED 8-INCH MAIN EXTENSION AS WELL AS A PROPOSED FIRE
HYDRANT TO BE LOCATED WITHIN 100 FEET OF THE PROPOSED
REMOTE FIRE DEPARTMENT CONNECTION AS NOTED ON THE UTILITY
PLAN.
4.SANITARY SEWER SERVICE PROVIDED BY CFPUA. A 4" SDR-35 PVC
SANITARY SEWER SERVICE FROM THE BUILDING WILL GRAVITY
FLOW TO A PRIVATE ON-SITE PUMP STATION THAT WILL BE
DESIGNED AND INSTALLED PRIVATELY, WHERE A 2" SANITARY
FORCE MAIN WILL CONNECT TO AN EXISTING 8-INCH SANITARY
SEWER FORCE MAIN LOCATED ON THE NEAR SIDE OF NC 133 IN THE
ROW.
5.CONTRACTOR SHALL CONTACT CFPUA PRIOR TO CONSTRUCTION
START TO SCHEDULE A PRE-CONSTRUCTION MEETING. FOR
SHUTDOWN OF ANY EXISTING UTILITY MAINS / SERVICES,
CONTRACTOR TO INFORM AND COORDINATE WITH THE APPLICABLE
OWNERS.
UTILITY NOTES: (TEN STATE STANDARDS)
1.WATER MAINS SHALL BE LAID SO AS TO PROVIDE A MINIMUM
HORIZONTAL SEPARATION OF 10 FEET FROM SEWERS. IF CONDITIONS
EXIST SUCH THAT THIS SEPARATION CANNOT BE ACHIEVED, THE WATER
MAIN CAN BE INSTALLED AT LEAST 18 INCHES ABOVE THE TOP OF THE
SEWER, EITHER IN A SEPARATE TRENCH, OR IN THE SAME TRENCH ON A
BENCH OF UNDISTURBED EARTH.
2.WHEN CROSSING A WATER MAIN OVER A SEWER, THE WATER MAIN
SHALL BE LAID AT LEAST 18 INCHES ABOVE THE SEWER. IF CONDITIONS
EXIST SUCH THAT THIS SEPARATION CANNOT BE ACHIEVED, BOTH THE
WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON
PIPE WITH JOINTS THAT MEET WATER MAIN STANDARDS. THE DUCTILE
IRON PIPE SHALL EXTEND 10 FEET ON EACH SIDE OF THE CROSSING
WITH A SECTION OF WATER MAIN PIPE CENTERED ON THE CROSSING.
3.CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS
NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS
MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS
FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF
CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT
THE POINT OF CROSSING.
4.WHERE VERTICAL CLEARANCE IS LESS THAN 24" BETWEEN SANITARY
SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON
PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING AND STORM
DRAIN SHALL BE RC PIPE.
5.WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN WATER MAIN
AND STORM DRAIN WHEN STORM IS ABOVE WATER, WATER MAIN SHALL
BE DUCTILE IRON PIPE FOR A MINIMUM OF 10' EITHER SIDE OF
CROSSING AND STORM DRAIN SHALL BE RC PIPE. OTHERWISE, A 12"
MIN. SEPARATION SHALL BE CONSTRUCTED.
6.MATERIALS, INSTALLATION, AND TESTING FOR PRIVATE UTILITIES SHALL
BE IN ACCORDANCE WITH CFPUA SPECIFICATIONS.
7.CONTRACTOR SHALL ABANDON ALL UNUSED SEWER AND WATER TAPS.
8.WATER MAINS SHALL BE BURIED A MIN. OF 36-INCHES.
UTILITY KEYNOTES:
CONTRACTOR SHALL TRANSITION TO DIP 3' OUTSIDE BLDG.
TO FLANGE IN FLOOR OF RISER ROOM FOR FIRE LINE
A [1] 16"x8" TAPPING SLEEVE AND 8" MJ GV
6" DOUBLE CHECK DETECTOR
ASSEMBLY (SEE DETAILS)
[1] 8"x8" TEE AND [2] 8" MJ GV
6" C-900 PVC FIRE SERVICE
FIRE HYDRANT ASSEMBLY (SEE DETAILS)
FIRE DEPARTMENT CONNECTION
[1] 8"x6" TEE AND 6" MJ GV FROM PUBLIC MAIN
[1] 6"x6" TEE AND 6" GV FOR HYDRANT LEG
B
C
D
E
F
G
H
M
N
2" POLY SDR9 WATER LINE TO BUILDING
O [1] 8"x2" TAPPLING SLEEVE AND 2" GV
FORCEMAIN CONNECTION
4" SCH40 PVC SEWER LATERAL AND CLEANOUT
GRINDER PUMP STATION (SEE DETAILS)
I
J
K
L [1] 1.5" METER AND RPZ AND
[1] 1.0" IRRIGATION METER AND RPZ
P
K
J
I
E
M
N
C
P
8" C-900 PVC PUBLIC WATER MAIN
A
B
H
B
Q
N
C
D
6" 45° BEND AND 6" DEMARCATION VALVE
F
G
L M
2" POLY SDR9 FORCEMAIN LINE TO PUMP STATION
D
O
PERMANENT BLOWOFF ASSEMBLY (SEE DETAILS)Q
NA
D
8
3
(
2
0
1
1
)
(N
C
G
R
I
D
)
Q
B
DE
T
A
I
L
S
C-5.0
5/
2
3
/
2
3
N.
T
.
S
.
JB
S
RP
B
RP
B
TYPICAL DETAIL FOR HANDICAP
PARKING SIGNAGE (1 OF 2)
NOT TO SCALE
TYPICAL DETAIL FOR HANDICAP
PARKING SIGNAGE (2 OF 2)
NOT TO SCALE
6" - AGGREGATE BASE COURSE
COMPACTED IN ACCORDANCE WITH THE
GEOTECHNICAL REPORT
COMPACTED SUBGRADE IN
ACCORDANCE WITH THE
GEOTECHNICAL REPORT
2.0" - S9.5B SURFACE IN ACCORDANCE WITH
NCDOT SPECIFICATIONS
11 - LIGHT DUTY ASPHALT PAVEMENT SECTION
NOT TO SCALE
7" - AGGREGATE BASE COURSE
COMPACTED IN ACCORDANCE WITH THE
GEOTECHNICAL REPORT
COMPACTED SUBGRADE IN
ACCORDANCE WITH THE
GEOTECHNICAL REPORT
3.0" (2 LIFTS OF 1.5") - S9.5B SURFACE IN
ACCORDANCE WITH NCDOT SPECIFICATIONS
10 - HEAVY DUTY ASPHALT PAVEMENT SECTION
NOT TO SCALE
1'
-
0
"
2'-0"
0'-5"1"1'-6"
1"R
1
2"R
11
4"R
0'
-
6
"
0.5"
0'-
6
"
0'
-
6
.
5
"
6" CABC
(MIN. 12"
BEYOND BOC)
STANDARD 24" CURB SECTION
NOT TO SCALE
USE SPILL OR STD SLOPE PER GRADES
SECURELY ATTACH WHEEL STOPS INTO
PAVEMENT WITH NOT LESS THAN TWO
GALVANIZED STEEL DOWELS EMBEDDED IN
HOLES CAST INTO WHEEL STOPS. FIRMLY
BOND EACH DOWEL TO WHEEL STOP AND
TO PAVEMENT. EXTEND UPPER PORTION OF
DOWEL 5 INCHES INTO WHEEL STOP AND
LOWER PORTION AS NOTED ON THE
DRAWINGS INTO PAVEMENT
*NOTE: WHEEL STOPS SHALL BE PLACED
2.5' FROM THE END OF THE PARKING STALL
STANDARD PRECAST CONCRETE
PARKING CHOCK
1'-0''
6'-0''
1'-0''
4"
6"
WHEEL STOP
NOT TO SCALE
18"
2'-
0
"
3'
-
0
"
6" DIA. STEEL PIPE FILLED
WITH CONCRETE WITH TWO
COATS OF YELLOW PAINT
FINISH CONC.TO
DOME SHAPE WITH
SMOOTH FINISH
SET POST IN
CONCRETE
PIPE BOLLARD DETAIL
NOT TO SCALE
NOTE: VERIFY WITH ARCHITECTURAL
PLANS AS BOLLARDS MAY BE DETAILED.
GROOVED CONTRACTION
1/2" EXPANSION JOINT- MAX. 50' O.C.
& BETWEEN STRUCTURES
JOINT
4"
5'-0"
PLAN VIEW
SECTION VIEW
1/4" PER FT.
RAD.
1/8"
EXPANSION JOINT
1/2" JOINT
CONTRACTION JOINT
1/8'' RADIUS, TYP.
DUMMY GROOVE
1/8"
4"1"
6"
6"
3"
45°
4"
9"
ASPHALT
PAVEMENT
4'
12
"
4"
LANDSCAPE AREA
LANDSCAPE AREA
WIDT
H
V
A
R
I
E
S
4"
(4'
M
I
N
.
W
I
D
T
H
)
CURB & GUTTER AS APPLICABLE
(SEE SITE PLAN)PROVIDE 5' SQUARE MINIMUM
LANDING AT TOP OF RAMP FOR
CHANGE IN DIRECTION
EXPANSION
JOINT
SEE
S
I
T
E
P
L
A
N
1:12
M
A
X
.
S
L
O
P
E
DO N
O
T
E
X
C
E
E
D
4" PAINTED LINE (TYP.)
8" DIAM.
1'
-
4
"
10
"
1'-
1
0
"
8"
1'-2"
14"R
3'
R
PAINT SOLID
PAINT SOLID
1'-
2
"
1'-
8
"
1'
-
8
"
1'-
2
"
3'-0"
1'-0"1'-2"1'-0"1'-2"
3'-
0
"
3'
-
0
"
EXPANSION JOINT
EXPANSION JOINT
STOP
BAR
2'-
0
"
LENGTH VARIES
PAINT FULL LANE
WIDTH
CENTER "STOP" IN
DRIVE LANE
4" TYP.
3'-
0
"
2'-
0
"
CONTR
A
C
T
I
O
N
JOINT
CONTR
A
C
T
I
O
N
JOINT
DIRECTIONAL ARROW
NOT TO SCALE
6'-0"
6'
-
0
"
CONCRETE
SIDEWALK
NOTES
1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT
EXCEED 2.0% IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS
AISLE IS INSTALLED, IT IS TO BE A VAN SIZE.
2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH
THE DIMENSIONING SHOWN ON THE SITE LAYOUT PLAN.
3. GENERAL CONTRACTOR SHALL REFER TO TRACTOR SUPPLY STANDARD
PARKING LOT STRIPING SPECIFICATIONS.
4. CONTRACTOR SHALL USE 4" WIDE WHITE PAINT FOR
STRIPING ON ASPHALT PARKING LOTS.
5. CONTRACTOR SHALL USE 4" WIDE YELLOW PAINT FOR
STRIPING ON CONCRETE PARKING LOTS.
6. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED
PER TRACTOR SUPPLY BOLLARD AND SIGN STANDARDS.
90° PARKING
10' TYP.8'8'
SEE
PLAN
DIMS.
8'
20
.
0
'
TY
P
I
C
A
L
FLUSH SIDEWALK (SEE GRADES)
5'
M
I
N
.
8'
2.5'2.5'
10' TYP.
WHEEL STOP SIGNSIGN SIGN
NOTES:
1.DEDECTABLE WARNING PADS ARE TO BE INSTALLED
WHERE RAMPS LEAD TO VEHICULAR TRAFFIC AREAS.
2.DEDECTABLE WARNING PADS SHALL BE CONFORM TO ADA
STANDARDS FOR ACCESSIBLE DESIGN. LATEST EDITION.
CONCRETE SIDEWALK DETAILS
NOT TO SCALE
PARKING SPACES
NOT TO SCALE
STOP LINE GRAPHIC
NOT TO SCALE
ACCESSIBILITY GRAPHIC
NOT TO SCALE
RETURNED CURB ACCESSIBLE RAMP TYPE B
NOT TO SCALE
CURB ACCESSIBLE RAMP TYPE A
NOT TO SCALE
PARKING ACCESSIBLE ENTRY AND STRIPING DETAILS
NOT TO SCALE
WHEEL STOP
6"6"
12"
6" CONCRETE
4,000 PSI CONCRETEASPHALT
COMPACTED SUBGRADE TO
GEOTECH SPECIFICATIONS
ASPHALT TO CONCRETE PAVEMENT TRANSITION
NOT TO SCALE
4,000 PSI
CONCRETE
6"12"
12
"
4" THK. MIN. CRUSHED STONE BASE OR
AS SPECIFIED IN THE GEOTECH REPORT
COMPACTED SUBGRADE
5" THK. PORTLAND CEMENT CONCRETE 4,000 PSI
MIN. WITH TUFSTRAND SF FIBER AT 3 LBS. / CU. YD.
COMPACTED SUBGRADE
IN ACCORDANCE WITH GEOTECHNICAL
REPORT
12 - LIGHT DUTY CONCRETE PAVEMENT SECTION
NOT TO SCALE
NOTES:
1.CONCRETE AREAS SHALL HAVE TOOLED JOINTS.
2.CONCRETE PAD IN SIDEYARD SHALL HAVE BROOM FINISH.
3.CONSTRUCTION JOINTS SHOULD BE REINFORCED WITH DOWELS.
6"12"
12
"
4" THK. MIN. CRUSHED STONE BASE OR
AS SPECIFIED IN THE GEOTECH REPORT
COMPACTED SUBGRADE
6" THK. PORTLAND CEMENT CONCRETE 4,000 PSI
MIN. WITH TUFSTRAND SF FIBER AT 3 LBS./CU YD.
COMPACTED SUBGRADE
IN ACCORDANCE WITH GEOTECHNICAL
REPORT
NOTES:
1.CONCRETE AREAS SHALL HAVE TOOLED JOINTS.
2.CONCRETE PAD IN SIDEYARD SHALL HAVE BROOM FINISH.
3.CONSTRUCTION JOINTS SHOULD BE REINFORCED WITH DOWELS.
9 - HEAVY DUTY CONCRETE PAVEMENT SECTION
NOT TO SCALE
6"12"
12
"
4" THK. PORTLAND CEMENT CONCRETE 4,000 PSI
MIN. WITH TUFSTRAND SF FIBER AT 3 LBS. / CU. YD.
COMPACTED SUBGRADE
IN ACCORDANCE WITH GEOTECHNICAL
REPORT
13 - DISPLAY AREA CONCRETE PAVEMENT SECTION
NOT TO SCALE
NOTES:
1.CONCRETE AREAS SHALL HAVE TOOLED JOINTS.
2.CONCRETE PAD IN SIDEYARD SHALL HAVE BROOM FINISH.
SEE
PLAN
DIMS.
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
TR
A
C
T
O
R
S
U
P
P
L
Y
C
O
.
34
0
0
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
CA
S
T
L
E
H
A
Y
N
E
,
N
C
2
8
4
2
9
22389.PE
3/
1
/
2
3
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
N O R T H CAROLIN
A
J
A
M
E
B A N C H S M
PR O FESSION
ENGIN E E R
SEAL
A
L
S
R
ITH
03 43 54
6/6/23
CA
S
T
L
E
H
A
Y
N
E
DE
V
E
L
O
P
M
E
N
T
G
R
O
U
P
,
L
L
C
12
0
M
A
R
K
E
T
S
Q
U
A
R
E
PI
N
E
H
U
R
S
T
,
N
C
2
8
3
7
4
PERVIOUS GRID SECTION
(POND ACCESS PATH)
PLASTIC OR CONCRETE TURF FILLED WITH
AGGREGATE AND/OR SOD
(CONTRACTOR TO SUBMIT SHOP DRAWING)
4" WASHED #57 STONE
WRAPPED IN GEOTEXTILE FABRIC
COMPACTED SUBGRADE
X
X X X X X X
X
DE
T
A
I
L
S
C-5.1
5/
2
3
/
2
3
N.
T
.
S
.
JB
S
JB
S
RP
B
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
TR
A
C
T
O
R
S
U
P
P
L
Y
C
O
.
34
0
0
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
CA
S
T
L
E
H
A
Y
N
E
,
N
C
2
8
4
2
9
22389.PE
3/
1
/
2
3
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
N O R T H CAROLIN
A
J
A
M
E
B A N C H S M
PR O F ESSION
ENGIN E E R
SEAL
A
L
S
R
ITH
034 35 4
6/6/23
CA
S
T
L
E
H
A
Y
N
E
DE
V
E
L
O
P
M
E
N
T
G
R
O
U
P
,
L
L
C
12
0
M
A
R
K
E
T
S
Q
U
A
R
E
PI
N
E
H
U
R
S
T
,
N
C
2
8
3
7
4
PUB
L
I
C
R
O
A
D
6" DIVERSION TO DIRECT
RUNOFF FROM R/W
SECTION VIEW
PLAN VIEW
50' MIN.
50' M
I
N
.
20'
MIN.
2-3" COARSE AGGREGATE
6" THICKNESS
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
BOTTOM STRAND MIN. #14 GAUGE
TOP STRAND MIN. #14 GAUGE
STEEL POST
FILL
S
L
O
P
E
STAY AND LINE WIRES MIN. #14 GAUGE
4" X 8" TRENCH LINED W/ 12"
OF FABRIC AND
COMPACTED FILL ON TOP
NOTES:
1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM MESH
OPENING OF 6-INCHES.
2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFIN'S OR
POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS
CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD
CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM D
4355.
3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS
INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY.
8' MAX. SPACING WITH WIRE FENCE
OR 6' MAX SPACING WITH NO WIRE
3'-
0
"
M
I
N
.
2'-
0
"
M
I
N
.
2'
-
0
"
MA
X
.
TEMPORARY SILT FENCE
NOT TO SCALE
NATURAL GRADE
NOTES:
1.DIVERSION CHANNELS SHALL DRAIN INTO
SEDIMENT BASINS AND NOT OFF-SITE.
2.UTILIZE EROSION CONTROL MATTING AND WATTLES
AS SPECIFIED IN THE SCHEDULE.
<-- SEDIMENT RUNO
F
F18" MIN.
2:
1
3:1
TEMPORARY DIVERSION DITCH
NOT TO SCALE
LINING LAID TO
MIN. 18" HEIGHT
(IF REQUIRED)
2:1 SL
O
P
E
2:1
S
L
O
P
E
MATCH
NCDOT CLASS B
EROSION
CONTROL STONE
(d50=8")
SEDIMENT RUNOFF
FROM DITCH
NON-WOVEN
FILTER FABRIC
12" MIN. THICK
OF NCDOT #5 OR
#57 WASHED STONE 1.5'6" WEIR
6" WEIR
STONE SECTION WITH A WEIR
TOP OF
DITCH
NOTES:
1. USE MINIMUM 12" DIA. EXCELSIOR WATTLE.
2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND
DOWNSLOPE AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE
SWALE.
3. STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE
BOTTOM OF THE SWALE.
2' UPSLOPE &
DOWNSLOPE STAKES, TYP.
SECURE WATTLE
WITH UPSLOPE AND
DOWNSLOPE STAKES
AND STAPLES.
MIN. 10 LF EXCELSIOR MATTING
2' MIN. ON UPSLOPE
AND 8' MIN. ON DOWNSLOPE
TEMPORARY WATTLE DETAIL
NOT TO SCALE
TEMPORARY CHECK DAM DETAIL
NOT TO SCALE
La, LENGTH
W,
W
I
D
T
H
RIP-RAP
THICK (t)STORM DRAIN PIPE
PLAN
FLOW
X
X
X
X X X X X X X X X X X X
X
X
X X
X
X X X X X X
NON-WOVEN FILTER FABRIC
SECTION
STORM DRAIN PIPE
TAILWATERSLOPE = 0%
PIPE OUTLETS SHALL HAVE
FLARED END SECTIONS
(UNLESS OTHERWISE INDICATED OR
IF PIPES ENTERING PONDS ARE
SUBMERGED)
NCDOT CLASS B (d50=8") EROSION
CONTROL STONE
ON A LAYER OF 4" NCDOT #5 OR #57
STONE (t)
RIP-RAP APRON DETAIL
NOT TO SCALE
RIPRAP LOCATIONS PIPE DIA.
(IN.)
LENGTH, La
(ft)
PIPE OUTLET
WIDTH (FT.)
DOWNSTREAM
WIDTH, W (FT.)
RIP-RAP APRON SCHEDULE
STONE THICKNESS
t (IN.)
6.0(2) 18"10.0POND 1 OUTLET 13.5"12.0
4.524"10DRIVEWAY PIPE 13.5"11.5
(GEOTEX 801 OR APPROVED SUBSTITUTE)
TEMPORARY SLOPE DRAIN FROM TDD TO SEDIMENT BASINS
NOT TO SCALE
TEMPORARY SKIMMER DEWATERING DEVICE
NOT TO SCALE
1.5"
SKIMMER ORIFICE (IN.)
BASIN 1 2"
BASIN #SKIMMER SIZE (IN.)
18"
LINE OF POST
SUPPORT WIRE
GROUND
6"WIRE
BELOW
BEYOND
4' MAX.
5' MIN.
5'
SECTION A - A
1.5'
ELEVATION
1' MAX.
8' MAX.
AT LOW POINTS
PLACE POST
POST 18"
DEEP MIN.
14"
4"
SOIL
SLOPE
HARDWARE CLOTH
MIN.
8"
COMPACTED
8"
MIN.
STONE SPLASH AREA
CLASS A STONE
16" HEIGHT OF #57
WASHED STONE &
HARDWARE CLOTH
TEMPORARY SILT FENCE OUTLET
NOT TO SCALE
IF SPECIFIED: INSTALL CLASS A
9.036"10.0ES 100 13.5"12.0
TOP OF BASIN
MIN. BOTTOM ELEV = 7.0
REMOVE SEDIMENT AS IT
REACHES 1/3 OF THE BASIN
DEPTH.
CROSS SECTION
3:
1
O
R
F
L
A
T
T
E
R
SEDIMENT
STORAGE
FROM SHEET FL
O
W
O
R
SEDIMENT RUN
O
F
F
15" DIA. FLEXIBLE PIPE
DIVERSION DIT
C
H
E
S
3:1
O
R
F
L
A
T
T
E
R
USE EARTHEN BERM AROUND TOP
OF BASIN WITH SLOPE DRAIN INTO
SEDIMENT. SEE NCDOT SLOPE DRAIN
DETAIL, THIS SHEET.
CLASS B STONE PAD
FOR SKIMMER TO REST ON
WHEN BASIN IS DRY.
(4' x 4' x 12" MIN.)
CLASS B STONE PAD
FOR SKIMMER OUTLET.
(2' x 2' x 12" MIN.)
POROUS BAFFLES, TYP.
(SEE DETAIL THIS SHEET)
BAFFLE 1=25% X BASIN LENGTH
BAFFLE 2=50% X BASIN LENGTH
BAFFLE 3=75% X BASIN LENGTH
4" DIA PVC BARRE
L
P
I
P
E
FAIRCLOTH SKIMMER
(SEE SKIMMER SIZE BELOW
WATTLE UPSTREAM OF PIPE
TEMPORARY SEDIMENT BASIN 1
NOT TO SCALE
4' (MAX.)
2'MIN
TOP WIRE TO PREVENT SAGGING
STEEL POSTS
COIR EROSION CONTROL BLANKET
SEE NOTES BELOW.
BOTTOM EDGE TO BE
TRENCHED OR SECURED
WITH STAPLES
STAKE TO SUPPORT WIRE
NOTES:
1.INSTALL ONE CONTINUOUS PIECE OF FABRIC ACROSS THE
ENTIRE BASIN--DO NOT SPLICE.
2.COIR FIBER MATERIAL SHALL BE 0.30" THICK, TENSILE
STRENGTH OF 900x680 lb/ft min, ELONGATION OF 69%x34%,
ALLOW 10-12 fps, 700g/m² WEIGHT MIN., WIDTH OF 6.5 FT, AND
AT LEAST 50% OPEN AREA.
COIR FIBER BAFFLE DETAIL
NOT TO SCALE
3'
MIN
1' MIN. FREEBOARD
EMERGENCY RIP-RAP
SPILLWAY SECTION BELOW.
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
PVC VENT PIPE
PVC VENT
PIPE
WATER ENTRY UNIT
WITH TRASH SCREEN
TOP VIEW
END VIEW
ORIFICE OPENING INSIDE THE
HORIZONTAL TUBE WITH A
CONSTANT HYDRAULIC HEAD
FLOAT
FLOAT
L = 1.4 x DEPTH
TO THE OVERFLOW
MINIMUM LENGTH APPLIES
FAIRCLOTH SKIMMER TO POND OUTLET BOXR
WATER ENTRY UNIT
J. W. FAIRCLOTH & SON INC.
WWW.FAIRCLOTHSKIMMER.COM
TELEPHONE: (919) 732-1244
FAX: (919) 732-1266
EMAIL: WARREN@FAIRCLOTHSKIMMER.COM
FLEXIBLE HOSE
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
GENERAL NOTES:
1.PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE.
2.PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT
AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WARRANT A
CHANGE.
3.EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
INSTALLED.
4.INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER.
5.EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT SHEET,
AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
FLEXIBLE HOSE TO CONNECT TO POND OUTLET
STRUCTURE LOW-FLOW ORIFICE
(PROVIDE FITTINGS
AS NEEDED TO MATCH ORIFICE HOLES
(SEE POND DETAILS)
SKIMMER ORIFICE (IN.)BASIN #SKIMMER SIZE (IN.)
1.0"TEMP. BASIN 1.5"
DE
T
A
I
L
S
C-5.2
5/
2
3
/
2
3
N.
T
.
S
.
JB
S
RP
B
RP
B
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
TR
A
C
T
O
R
S
U
P
P
L
Y
C
O
.
34
0
0
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
CA
S
T
L
E
H
A
Y
N
E
,
N
C
2
8
4
2
9
22389.PE
3/
1
/
2
3
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
N O R T H CAROLIN
A
J
A
M
E
B A N C H S M
PR O FESSION
ENGIN E E R
SEAL
A
L
S
R
ITH
03 43 54
6/6/23
CA
S
T
L
E
H
A
Y
N
E
DE
V
E
L
O
P
M
E
N
T
G
R
O
U
P
,
L
L
C
12
0
M
A
R
K
E
T
S
Q
U
A
R
E
PI
N
E
H
U
R
S
T
,
N
C
2
8
3
7
4
EXISTING GROUND
COMPACTED BACKFILL TO
98% STD. PROCTOR IF UNDER
PAVEMENT
COMPACTED BACKFILL PER
SPECS AND GEOTECH
REPORT
6"
M
I
N
.
MI
N
.
1
2
"
6"
PI
P
E
D
I
A
.
VA
R
I
E
S
PIPE WIDTH + 24"
INITIAL BACKFILL MATERIAL
CLASS I, II, OR III.
SEE SPECS.
BEDDING CLASS I, II, OR III MATERIAL FOR MIN. 4"
FOR <24"HDPE AND
MIN. 6" FOR >30"HDPE
SEE SPECS.
NOT TO SCALE
STORM DRAIN HDPE/HP PIPE TRENCH
NOT TO SCALE
STORM DRAIN 2X3 DROP INLET GRATE
CONTRACTOR MAY SUBMIT
ALTERNATE FOR ENGINEER
APPROVAL.
NOTES:
1.INSTALLATION DETAIL REFERENCES ASTM C-1479, "STANDARD PRACTICE FOR INSTALLATION OF
CONCRETE SEWER, STORM DRAIN, AND CULVERT PIPE USING STANDARD INSTALLATIONS," LATEST
EDITION.
2.EXCAVATION FOR STORM DRAINAGE PIPE SHALL BE TO THE LINES AND GRADES AS SHOWN ON THE
DRAWINGS.
3.THE BEDDING SHALL PROVIDE A FIRM FOUNDATION OF UNIFORM DENSITY ALONG THE ENTIRE
LENGTH OF PIPE. RECESSES SHALL BE MADE TO ACCOMMODATE BELLS AND JOINTS.
4.WHERE UNSUITABLE SOILS ARE ENCOUNTERED AS DEFINED PER THE SPECIFICATIONS,
UNSUITABLE SOILS MUST BE UNDERCUT AND FILLED WITH SUITABLE SOIL AND COMPACTED TO NOT
LESS THAN 95 PERCENT OF MAXIMUM DRY UNIT WEIGHT IN ACCORDANCE WITH ASTM D 698.
BEDDING MATERIAL PER SPECS
3.0" FOR <=36" PIPE
5.0" FOR >36" PIPE
PIPE O.D.
FOUNDATION
TRAFFIC AREAS OR NON-TRAFFIC AREAS PER SPECS
(0.50 x O.D.) MIDDLE BEDDING
LOOSELY PLACED BEDDING
12" MIN. OR
ADEQUATE WORKING
SPACE TO ACHIEVE
COMPACTION
HAUNCHING MATERIAL
PER SPECS
BACKFILL MATERIAL PER SPECS
98% M.D.D. FOR TRAFFIC AREAS
95% M.D.D. FOR NON-TRAFFIC AREAS
NOT TO SCALE
STORM DRAIN CONCRETE PIPE TRENCH
NOT TO SCALE
NCDOT CURB INLET FRAME & GRATES
Ô
Ô
Ô
Ô
Ô
DANDY SACK INLET PROTECTION
NOT TO SCALE
NOTES:
1. DRIVE 5-FOOT STEEL POSTS (1.25 lb/lf steel) 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
2. SURROUND THE POSTS WITH AT LEAST 19-GAUGE HARDWARE CLOTH
WITH A 1/4-INCH MESH OPENING. SECURE THE WIRE MESH TO THE STEEL
POSTS AT THE TOP, MIDDLE, AND BOTTOM FOR A MIN. 2 FEET ABOVE THE
GROUND. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE
GRAVEL FOR ANCHORING AND REMOVAL IS RECOMMENDED.
3. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
THE TOP ELEVATION OF THE STRUCTURE MUST BE AT LEAST 12-INCHES
LOWER THAN THE SURROUNDING GROUND ELEVATION DOWNSLOPE
FROM THE INLET TO ENSURE THAT STORM FLOWS GET INTO THE
INTENDED INLET; UNLESS OTHER SEDIMENT-CONTROL DEVICES ARE
INSTALLED TO
PREVENT OFF-SITE SEDIMENT-RUNOFF.
STEEL POSTS 2 FT IN
GROUND.
19-GAUGE & 0.25" MESH
OPENING HARDWARE
CLOTH EXTENDS MIN. 2
FT ABOVE GROUND.
NCDOT #5 OR #57 WASHED
STONE PLACED TO A HEIGHT OF
16" MINIMUM ABOVE TOP OF BOX
@ 2:1 SLOPE.
MAX. 4-FT
TEMPORARY INLET PROTECTION
NOT TO SCALE
MAG 4
TR
A
C
T
1
-
B
GORE RICHARD M
D.B. 2637 PG. 0163
M.B. 21, PG. 93
34
34
34
34
34
3
4
34
33
3333
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
32
32
3
2
32
3232
3232
32
32
32
32
31
31
3
1
31
3131
31
30
30
N 87°01'26" E 1021.01' TOTAL
R0
2
5
0
0
-
0
0
2
-
0
0
9
-
0
0
1
VA
N
D
E
R
G
R
I
F
T
A
R
T
H
U
R
W
C
A
R
O
L
Y
N
R
D.
B
.
4
3
6
3
P
G
.
7
9
3
M.
B
.
3
2
.
P
G
.
1
8
7
S
0
0
°
2
7
'
4
0
"
W
4
9
8
.
3
6
'
152.61'
527.22'
IRF
IRF
STE
E
L
DO
C
K
&
R
A
M
P
LO
D
LO
D
L
O
D
LOD
LOD
LO
D
LO
D
LO
D
L
O
D
LO
D
LOD
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
LO
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LODLODLOD
LOD
LOD
LO
D
LO
D
LOD
TC 34.11
EP-VALLEY 33.71
12" HDPE INLET
TOP 12"=34.40
INV 12"=33.40
PG=35.40
12" HDPE OUTLET
TOP 12"=34.30
INV 12"=33.30
(EG 34.50)
35
35
34
3
4
34
34
33
3
3
3
4
TC34.84
EP34.38
TC34.44
EP-VALLEY 33.94
TC34.31
EP33.75
WET
WET
W
E
T
WET
W
E
T
WE
T
WE
T
WE
T
W
E
T
WET
WE
T
WE
T
WE
T
WE
T
WET
WET
WE
T
WE
T
W
E
T
W
E
T
WET
WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WET
W
E
T
WET
WE
T
W
E
T
WE
T
WE
T
WETW
E
T
WETWET
WE
T
WET
W
E
T
WETWET
WETWET
WETWETWET
WET
WET
WET
WET
WET
WET
WET
W
E
T
WET
WE
T
WE
T
WET
F
F
F
TC 35.45
EP 34.99
TC33.96
EP33.50
TC33.76
EP33.30
EC34.65
CURB
TRANSITION
CURB
TRANSITION
MAG 4
TR
A
C
T
1
-
B
GORE RICHARD M
D.B. 2637 PG. 0163
M.B. 21, PG. 93
34
34
34
34
34
3
4
34
33
3333
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
32
32
3
2
32
3232
3232
32
32
32
32
31
31
3
1
31
3131
31
30
30
N 87°01'26" E 1021.01' TOTAL
R0
2
5
0
0
-
0
0
2
-
0
0
9
-
0
0
1
VA
N
D
E
R
G
R
I
F
T
A
R
T
H
U
R
W
C
A
R
O
L
Y
N
R
D.
B
.
4
3
6
3
P
G
.
7
9
3
M.
B
.
3
2
.
P
G
.
1
8
7
S
0
0
°
2
7
'
4
0
"
W
4
9
8
.
3
6
'
152.61'
527.22'
IRF
IRF
25
27
2930
31
32
32
34.5
34.5
31
31
29
27
25
25
27
29 30
31
32
3334.5
34.5 33
3
2
31
34.
5
34.
5
34.5
F
STD. SPILL CURB
TRANSITION
35
34
EC34.00
EC34.25
EC34.10
ST
O
R
M
W
A
T
E
R
P
O
N
D
DE
T
A
I
L
S
C-5.3
5/
2
3
/
2
3
N.
T
.
S
.
JB
S
RP
B
RP
B
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
TR
A
C
T
O
R
S
U
P
P
L
Y
C
O
.
34
0
0
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
CA
S
T
L
E
H
A
Y
N
E
,
N
C
2
8
4
2
9
22389.PE
3/
1
/
2
3
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
N O R T H CAROLIN
A
J
A
M
E
B A N C H S M
PR O FESSION
ENGIN E E R
SEAL
A
L
S
R
ITH
03 43 54
6/6/23
CA
S
T
L
E
H
A
Y
N
E
DE
V
E
L
O
P
M
E
N
T
G
R
O
U
P
,
L
L
C
12
0
M
A
R
K
E
T
S
Q
U
A
R
E
PI
N
E
H
U
R
S
T
,
N
C
2
8
3
7
4
WQV STORAGE EL. [31.50]
PERMANENT POOL EL. (NORMAL WATER SURFACE) 31.00
SEDIMENT REMOVAL EL. = 26.00
1
3
VEG SHELF
*6
'
D
E
E
P
1
6'
6:1 SLOPE TYP.
AROUND POND
TOP OF POND EL. = 31.50
FOREBAY
OVERFLOW STRUCTURE
(SEE DETAIL)
MAIN POND*6
.
0
'
DE
E
P
SEDIMENT REMOVAL EL. = 27.00
FOREBAY IS DIVIDED FROM THE
MAIN POND BY AN EARTHEN & RIP RAP BERM
[SEE STRUCTURAL BERM FILL SATISFACTORY
SOILS NOTE & FOREBAY SPILLWAY DETAIL]
* 1' OF POND DEPTH IS FOR
SEDIMENT ACCUMULATION
PER DWQ POLICY
POND #1 - FOREBAY AND STORAGE POND SECTION
NOT TO SCALE
POND BOTTOM EL. = 25.00
NOT TO SCALE
3
1
1
3
SEED/ SOD ALL SLOPES ABOVE PERMANENT POOL EL.
6'
PERMANENT POOL EL 31.00
6:1 SHELF BELOW PERMANENT POOL PLANTED WITH
SUITABLE WETLAND SPECIES OR VEGETATION.
POND #1 SLOPE SECTION
12''
11
3
TOP EL. FOREBAY BERM 31.50
5'-6' WIDE TOP OF BERM
80 LF
EL. 34.50 TOP
POND #1 EMERGENCY SPILLWAY DETAIL
NOT TO SCALE
EL. 33.22
3:1
(
T
Y
P
.
)
BOTTOM EL. FOREBAY = 25.00
[VARIES - SEE PLAN - 3:1 MAX]
NON-WOVEN FILTER FABRIC
10'
CLASS 'B' RIP-RAP
EL. 31.00
POND #1 FOREBAY SPILLWAY DETAIL
NOT TO SCALE
1'
1.5'
3:1 (
T
Y
P
.
)
3:1 (TY
P
.
)
3 (MIN)3 (MIN)
*SEDIMENT BASIN SKIMMER NOTE:
THE CONTRACTOR SHALL CUT IN AN ORIFICE AT THE
PROPOSED SEDIMENT STORAGE ELEVATION TO ATTACH THE
SKIMMER. ONCE THE AREA DRAINING TO THE BASIN IS
STABILIZED, THE CONTRACTOR CAN ESTABLISH THE FINAL
WET POND, REMOVE THE SKIMMER, AND CUT IN THE
PRIMARY WEIR.
POND #1 OUTLET STRUCTURE SECTION (SIDE)
*OUTLET PIPES
[2] 18" DIA. PIPES TO WETLAND
AND RIP-RAP APRON
[57LF @ 0.0%)
NOT TO SCALE
3" SCH. 40 PVC (CORED FOR ONLY 1 BOX)
DRAWDOWN ORIFICE
EXTEND MIN. 3-FT INTO WATER COLUMN
(AWAY FROM SHELF)
6"
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
FILL
LINE
NORMAL POOL EL. = 31.00
[2] PRIMARY SPILLWAY
ANGLED RISER
(2) 3'x3' GRATE OPENINGS)
6"
EXTENDED BASE
4"
6"
REINFORCED CONCRETE BOX
(3'x3' OPENINGS)
(SEE BELOW)
*NOTE ALL HDPE OUTFALL
PIPES SHALL BE PROPERLY
ANCHORED FROM FLOTATION
FOR SUBMERGED CONDITIONS
POND #1 OUTLET STRUCTURE(S) SECTION (FRONT)
NOT TO SCALE
4"
6"
INV. 31.00
EL. 31.50 WEIR NOTCHES
(2) 8"x18" OPENINGS
EL.32.50 - 33.00
3' - 0"
STRUCTURAL BERM FILL SATISFACTORY SOILS:
SOILS WITH ORGANICS LESS THAN 2% WITH BETWEEN 30% AND 60% PASSING THE NO. 200 SIEVE WITH A PLASTICITY INDEX AND LIQUID LIMIT OF LESS THAN
20 AND 50 PERCENT, RESPECTIVELY WITH A UNIFIED SOIL CLASSIFICATION OF SC or CL; FREE OF ROCK OR GRAVEL LARGER THAN 2" IN ANY DIMENSION,
ROOTS, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATTER AS INDICATED BY ENGINEER. COMPACT TO MIN. 95% OF
THE STANDARD PROCTOR MAXIMUM DRY DENSITY PER ASTM D 698; SOIL SHOULD BE MOISTURE CONDITIONED BY THE CONTRACTOR BY DRYING OR
WETTING THE MATERIAL TO WITHIN +/- 3 PERCENT OF THE MATERIALS OPTIMUM MOISTURE CONTENT.
6" THICK CLASS 'B'
(d50 =8") RIP-RAP
ON #57 STONE BEDDING
WITH NON-WOVEN FILTER FABRIC
NON-WOVEN
FILTER FABRIC
0 15 30 60 120
SCALE: 1"=30'
GRAPHIC SCALE
NA
D
8
3
(
2
0
1
1
)
(N
C
G
R
I
D
)
FOREBAY
6-FT VEGETATIVE
SHELF (SEE PLANTING
DETAIL THIS SHEET)
TOP OF
POND
(2) POND
OUTLET
STRUCTURES
RISER EL. = 32.50
RISER EL. = 33.00
SUITABLE PLANTS (PLANT SIZE = 2" PLUGS)
PIC - PICKERELWEED (PONTEDERIA CORDATA)
DJP - DWARF JOE PYE WEED (EUPATORIADELPHUS DUBIOUS)
SWR - SWAMP ROSE (HIBISCUS MOSHEUTOS)
BLF - BLUE FLAG (IRIS VIRGINICA)
CF - CARDINAL FLOWER (LOBELIA CARDINALIS)
POND SHELF PLANTING
CONTRACTOR TO INSTALL ON THE 6:1 SLOPED SHELF
PLANTS AS DETAILED. MIN. THREE SPECIES MUST BE
PLANTED. TRIANGULAR SPACING @ 20" O.C.
6'
#19 DJP / CF (1"-3")
#19 SWR (2"-4")
#19 BLF / PIC (3"-8")
TOP OF SHELF 0"-3" WATER
BOTTOM OF SHELF 8" - 12" OF WATER
TYPICAL 200 SF AREA
(MIN. 50 PLANTS / 200 SF)
33'
VEGETATIVE SHELF PLANTING SECTION
NOT TO SCALE
COVER WITH
SS HARDWARE
CLOTH OR W.W.F.
3" SCH. 40 PVC
DRAWDOWN
ORIFICE4"
6"
3' - 0"
COVER WITH
SS HARDWARE
CLOTH OR W.W.F.
EL. 31.50 WEIR NOTCHES
(2) 8"x18" OPENINGS
WEIR OPENINGS EL. = 31.50
FOREBAY
SPILLWAY
(SEE DETAILS)
ES 100
36" END SECTION
INV=26.50
(2) 18" BARREL
OUTFALLS
WITH RIP-RAP
APRONS (SEE DETAILS)
(1) 3" LOW FLOW
ORIFICE PIPE
80LF RIP-RAP
EMERGENCY
SPILLWAY
(SEE DETAILS)
LIMITS
OF
DISTURBANCE
SEE GRADING PLAN
SHEET C-4.0
PU
M
P
S
T
A
T
I
O
N
D
E
T
A
I
L
S
C-5.4
5/
2
3
/
2
3
N.
T
.
S
.
JB
S
RP
B
RP
B
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
TR
A
C
T
O
R
S
U
P
P
L
Y
C
O
.
34
0
0
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
CA
S
T
L
E
H
A
Y
N
E
,
N
C
2
8
4
2
9
22389.PE
3/
1
/
2
3
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
N O R T H CAROLIN
A
J
A
M
E
B A N C H S M
PR O FESSION
ENGIN E E R
SEAL
A
L
S
R
ITH
03 43 54
6/6/23
CA
S
T
L
E
H
A
Y
N
E
DE
V
E
L
O
P
M
E
N
T
G
R
O
U
P
,
L
L
C
12
0
M
A
R
K
E
T
S
Q
U
A
R
E
PI
N
E
H
U
R
S
T
,
N
C
2
8
3
7
4
NOTE:
1.)SEE WET WELL BALLAST.
ALARM = 24" FROM BOTTOM
LAG PUMP = N/A
LEAD PUMP = 20" FROM BOTTOM
PUMP-OFF= 10" FROM BOTTOMBOTTOM=____
TOP=FLUSH WITH PAVEMENT
INSIDE BOLLARD AREA
SANITARY SEWER INVERT
4" SCH40 PVC
INV=FROM EX. BLDG SEWER
AND/OR SEPTIC TANK
1.5" TRANSITION TO 2" SDR 9 PE
(SEE PLAN VIEW FOR CONTINUATION)
48" X 84" FIBERGLASS TANK
Storage Capacity above Alarm
80" Tank Height, R=46"/2"=23"
56" Height Above Alarm
Vol = Pi*R²*Depth
Vol = Pi*(1.92'²)*4.67' = 54.08cf
Gallon = 405 gallons > 360 min. required by NCDEQ
NOTES:
1. THIS IS A PRIVATE DUPLEX PUMP STATION NOT OWNED,
PERMITTED, OR MAINTAINED BY CFPUA.
2.A CERTIFIED O.R.C. MUST BE IN-PLACE PRIOR TO
CONSTRUCTION TO COORDINATE ELECTRICAL CONNECTIONS,
AND OTHER MAINTENANCE ITEMS PRIOR TO INSTALLATION.
3. REFER TO SPECIFICATIONS OF THE BARNES DUPLEX PUMPS.
4. A QUICK-CONNECTION RECEPTACLE FOR A 240 VAC, 60 AMP,
SINGLE-PHASE, NEMA 3R IS NEEDED ADJACENT TO PUMP
CONTROL PANEL.
84
"
12
"
5'
44" I.D.
BARNES
FIBERGLASS
WETWELL
6"
6"6"
FIBERGLASS TANK
CONCRETE BALLAST
NOT TO SCALE
OWNER SHALL GIVE CONTRACTOR'S O.R.C.
CONTACT INFORMATION TO PROGRAM
TELEMETRY INFORMATION.
IN THE EVENT OF AN EMERGENCY CALL
[_____________________] (PRIVATE CONTRACTOR)
(OPERATOR FOR RESPONSIBLE CHARGE ORC)
PHONE #________________
EMERGENCY CONTACT PLACARD
NOT TO SCALE
NOTE:
1.)EMERGENCY CONTACT PLACARD SHALL BE MOUNTED IN VIEW NEAR
OR ON ALARM PANEL.
DE
T
A
I
L
S
C-5.5
5/
2
3
/
2
3
N.
T
.
S
.
JB
S
RP
B
RP
B
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
TR
A
C
T
O
R
S
U
P
P
L
Y
C
O
.
34
0
0
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
CA
S
T
L
E
H
A
Y
N
E
,
N
C
2
8
4
2
9
22389.PE
3/
1
/
2
3
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
N O R T H CAROLIN
A
J
A
M
E
B A N C H S M
PR O FESSION
ENGIN E E R
SEAL
A
L
S
R
ITH
03 43 54
6/6/23
CA
S
T
L
E
H
A
Y
N
E
DE
V
E
L
O
P
M
E
N
T
G
R
O
U
P
,
L
L
C
12
0
M
A
R
K
E
T
S
Q
U
A
R
E
PI
N
E
H
U
R
S
T
,
N
C
2
8
3
7
4
GR
A
D
E
BE
L
O
W
2'
-
0
"
36
"
T
O
4
2
"
3'
-
0
"
BE
L
O
W
FI
N
I
S
H
E
D
GR
A
D
E
12
"
DEADMAN RESTRAINT
*
*
REMOTE FIRE DEPARTMENT CONNECTION
NOT TO SCALE
MAG 4
PEC 19
PEC 24PEC 13
SY 30
7/8/10/10 MAP
TR
A
C
T
1
-
B
R02500-002-008-000
GORE RICHARD M
D.B. 2637 PG. 0163
M.B. 21, PG. 93
FERTILE GARDENS
M.B. 6 PG. 86
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHEOHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
X X
PE 15
PA 9
PA 10
PA 10
PA 10
PEC 15
GM 10OK 25
PN 36
HI 14
PN 26
PN 27 PN 28
PN 24
PN 19
PN 16
PN 16
PN 18
PE 36
0.
5
'
0.
5
'
S 87°01'49" W 993.40'
O
H
E
O
H
E
N 87°01'26" E 1021.01' TOTAL
N
0
2
°
3
3
'
3
6
"
W
3
8
0
.
7
0
'
N
0
3
°
1
3
'
1
1
"
W
1
1
6
.
6
7
'
R0
2
5
0
0
-
0
0
2
-
0
0
9
-
0
0
1
VA
N
D
E
R
G
R
I
F
T
A
R
T
H
U
R
W
C
A
R
O
L
Y
N
R
D.
B
.
4
3
6
3
P
G
.
7
9
3
M.
B
.
3
2
.
P
G
.
1
8
7
0.38'
11
6
.
2
9
'
S
0
0
°
2
7
'
4
0
"
W
4
9
8
.
3
6
'
N 03°59'49" W
0.28'
N 00°27'40" E
30.55'
TIE
341.18'
152.61'
527.22'
RRS
IPF
DISTURBED
RRS
PKF
NLF
IRF
DISTURBED
PKF
IPF
IRF IRF
IPF
IRF
IRF
IRF
DISTURBED
IRF
DISTURBED
N 87°01'49" E
0.
5
'
IPF
FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
VES
T
I
B
U
L
E
101
STE
E
L
DO
C
K
&
R
A
M
P
SS
>>
>>
>>
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
WET WET
WET
WET
WE
T
WET
WE
T
WE
T
WE
T
WET
WET
WE
T
WE
T
WET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
W
E
T
WET
WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET
WE
T
WE
T
WE
T
WE
T
WE
T
WET
WET
WET
WET
WET
WE
T
BATH
ROOMS
ELEC.
ROOM
RISER
ROOM F
F
W W W W
F F F F F F
F
F
F
F
W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
MAG 4
PEC 19
PEC 24PEC 13
SY 30
7/8/10/10 MAP
TR
A
C
T
1
-
B
R02500-002-008-000
GORE RICHARD M
D.B. 2637 PG. 0163
M.B. 21, PG. 93
FERTILE GARDENS
M.B. 6 PG. 86
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHEOHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
X X
PE 15
PA 9
PA 10
PA 10
PA 10
PEC 15
GM 10OK 25
PN 36
HI 14
PN 26
PN 27 PN 28
PN 24
PN 19
PN 16
PN 16
PN 18
PE 36
0.
5
'
0.
5
'
S 87°01'49" W 993.40'
O
H
E
O
H
E
N 87°01'26" E 1021.01' TOTAL
N
0
2
°
3
3
'
3
6
"
W
3
8
0
.
7
0
'
N
0
3
°
1
3
'
1
1
"
W
1
1
6
.
6
7
'
R0
2
5
0
0
-
0
0
2
-
0
0
9
-
0
0
1
VA
N
D
E
R
G
R
I
F
T
A
R
T
H
U
R
W
C
A
R
O
L
Y
N
R
D.
B
.
4
3
6
3
P
G
.
7
9
3
M.
B
.
3
2
.
P
G
.
1
8
7
0.38'
11
6
.
2
9
'
S
0
0
°
2
7
'
4
0
"
W
4
9
8
.
3
6
'
N 03°59'49" W
0.28'
N 00°27'40" E
30.55'
TIE
341.18'
152.61'
527.22'
RRS
IPF
DISTURBED
RRS
PKF
NLF
IRF
DISTURBED
PKF
IPF
IRF IRF
IPF
IRF
IRF
IRF
DISTURBED
IRF
DISTURBED
N 87°01'49" E
0.
5
'
IPF
FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
W
(E
P
3
5
.
5
1
)
(E
P
3
2
.
8
0
)
(E
P
3
3
.
4
5
)
EP
3
4
.
6
5
EP
3
5
.
0
0
(IN
V
3
2
.
8
6
)
11
+
0
0
12
+
0
0
12
+
7
0
.
3
4
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
17
+
0
0
10+00
10+77.67
(E
P
3
5
.
1
0
)
EP
3
5
.
0
0
EP
3
4
.
7
5
(E
G
3
5
.
2
2
)
(E
G
3
4
.
8
6
)
(E
G
3
4
.
5
0
)
(E
G
3
4
.
4
3
)
(E
G
3
4
.
3
0
)
(E
G
3
4
.
1
8
)
(E
G
3
4
.
0
6
)
(E
G
3
3
.
8
9
)
(E
G
3
3
.
7
0
)
(E
G
3
3
.
5
7
)
(E
G
3
4
.
1
2
)
(E
G
3
4
.
2
4
)
(E
G
3
4
.
4
3
)
(E
G
3
4
.
5
6
)
(E
G
3
4
.
6
3
)
(E
G
3
4
.
7
5
)
(E
G
3
4
.
8
8
)
(E
G
3
4
.
9
3
)
(E
G
3
5
.
3
2
)
(E
G
3
5
.
7
0
)
EP
3
3
.
5
7
EP
3
3
.
7
1
EP
3
3
.
8
5
EP
3
3
.
9
6
EP
3
4
.
0
4
EP
3
4
.
1
4
EP
3
4
.
2
1
3
5
3
5
35
35
35
35
35
35
3
5
35
35
35
3
5
35
3
5
3
5
35
35
35
35
3
5
35
30
30
30
30
30
30 30 30
30
35
(IN
V
3
1
.
0
7
)
SW
A
L
E
#
2
PE
R
M
A
N
E
N
T
D
R
I
V
E
W
A
Y
C
U
L
V
E
R
T
[
6
4
L
F
]
(1
)
2
4
"
R
C
P
C
L
I
V
(
W
/
F
E
S
)
[
4
.
8
"
F
I
L
L
A
T
B
O
T
T
O
M
]
SW
A
L
E
I
N
V
.
U
P
(
N
)
=
3
2
.
0
0
+
SW
A
L
E
I
N
V
.
D
W
N
(
S
)
=
3
1
.
5
0
+
CU
L
V
E
R
T
I
N
V
.
U
P
(
N
)
=
3
1
.
6
0
+
CU
L
V
E
R
T
I
N
V
.
D
W
N
(
S
)
=
3
1
.
1
0
+
SW
A
L
E
#
1
33
34
33
3435
33
32
32
33
VE
R
I
F
Y
N
O
C
R
O
S
S
-
P
I
P
E
C
O
N
N
E
C
T
I
N
G
D
R
O
P
I
N
L
E
T
UN
D
E
R
U
S
1
3
3
T
O
D
I
T
C
H
O
N
E
A
S
T
S
I
D
E
O
F
U
S
1
3
3
.
VE
R
I
F
Y
T
H
I
S
D
R
A
I
N
A
G
E
A
R
E
A
F
O
R
C
U
L
V
E
R
T
/
S
W
A
L
E
UP
D
A
T
E
D
3
D
P
S
I
N
T
H
I
S
A
R
E
A
F
O
R
P
O
S
I
T
I
V
E
D
R
A
I
N
A
G
E
OF
D
R
I
V
E
W
A
Y
B
U
T
S
T
I
L
L
N
E
E
D
T
O
U
P
D
A
T
E
P
G
.
T
I
N
CU
L
V
E
R
T
/
S
W
A
L
E
C
A
L
C
S
.
35
MA
K
E
S
U
R
E
I
T
'
S
O
K
T
O
I
S
O
L
A
T
E
T
H
I
S
W
E
T
L
A
N
D
PO
C
K
E
T
.
I
T
M
A
Y
B
E
O
K
A
S
L
O
N
G
A
S
I
T
D
I
S
C
H
A
R
G
E
S
TO
E
X
I
S
T
I
N
G
D
O
T
D
I
T
C
H
.
.
.
10
8
'
12
7
'
171'
28'40'28'20'
20'
10
'
YARD
STREET
BUFFER
25
'
O.
C
.
TY
P
.
37.5'
18
'
-
6
"
TY
P
.
6'
-
3
"
20
'
OF
F
S
E
T
MI
N
.
90'
20'
108'
127'
171'
28'40'28'20'
20'
10'
YARDSTREETBUFFER
25'O.C.TYP.
37.5'18'-6"TYP.
6'-3"20'OFFSETMIN.
90'
20'
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
TR
A
C
T
O
R
S
U
P
P
L
Y
C
O
.
34
0
0
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
CA
S
T
L
E
H
A
Y
N
E
,
N
C
2
8
4
2
9
22389.PE
3/
1
/
2
3
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
CA
S
T
L
E
H
A
Y
N
E
DE
V
E
L
O
P
M
E
N
T
G
R
O
U
P
,
L
L
C
12
0
M
A
R
K
E
T
S
Q
U
A
R
E
PI
N
E
H
U
R
S
T
,
N
C
2
8
3
7
4
LA
N
D
S
C
A
P
E
&
T
R
E
E
R
E
M
O
V
A
L
P
L
A
N
6/
6
/
2
0
2
3
1"
=
5
0
'
MN MN
JB
S
L-1.00 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
SITE
SITE DATA:
PROJECT NAME:TRACTOR SUPPLY COMPANY
SITE ADDRESS:3400 CASTLE HAYNE RD.
CASTLE HAYNE, NC 28429
DEVELOPER:CASTLE HAYNE
DEVELOPMENT GROUP, LLC.
120 MARKET SQUARE: 2ND FLOOR
PINEHURST, NC 28374
PARCEL ID:R02500-002-009-003 0.77 ACRES
R02500-002-021-000 1.66 ACRES
R02500-002-022-000 1.71 ACRES
R02500-002-020-000 1.73 ACRES
R02500-002-009-000 5.72 ACRES
PROPOSED PROJECT AREA:+/- 11.52 ACRES
PROPERTY OWNER:ASHTON & AVERY, LLC
201 MARSHFIELD DR.
WILMINGTON, NC 28411
ZONING:CONDITIONAL REZONING B-2
COMP. PLAN PLACE TYPE:COMMUNITY MIXED USE
JURISDICTION:NEW HANOVER COUNTY
PROPOSED USE:RETAIL / COMMERCIAL
(TYPE OF DEVELOPMENT)
STREET YARD CALCULATIONS
ZONING: B-2 (CONDITIONAL)
MINIMUM STREET YARD WIDTH: 12.5' (PRIMARY) OR 6'-3" (SECONDARY)
MAXIMUM STREET YARD WIDTH: 37.5' (PRIMARY) OR 18'-9" (SECONDARY)
PRIMARY STREET YARD CALCULATIONS (100% REQUIREMENT / 25 SF PER 1 LF):
SUBJECT PROPERTY STREET FRONTAGE AT CASTLE HAYNE RD.: 489'
PORTION OF STREET FRONTAGE IN UTILITY EASEMENT: - 172.5'
PORTION OF STREET FRONTAGE AS DRIVEWAY: - 30'
STREET YARD FRONTAGE SUBJECT TO LANDSCAPING 286.5'
286.5' X 25 SF = LANDSCAPING REQUIRED IN STREET YARD: 7,163 SF
LANDSCAPE PROVIDED IN STREET YARD: 7,351 SF
SECONDARY STREET YARD CALCULATIONS (50% REQUIREMENT / 12.5 SF PER 1 LF):
SUBJECT PROPERTY STREET FRONTAGE AT GLADIOLUS RD.: 965'
965' X 12.5 SF = LANDSCAPING REQUIRED IN STREET YARD: 12,063 SF
LANDSCAPE PROVIDED IN STREET YARD: 12,377 SF
PARKING LOT LANDSCAPING CALCULATIONS:
TOTAL VEHICULAR USE AREA (VUA): 61,173 SF
LANDSCAPE REQUIREMENT:8% OF TOTAL VUA
LANDSCAPE AREA REQUIRED: 4,894 SF
LANDSCAPE AREA PROVIDED: 4,897 SF
NO PARKING SPACE 120 FEET FROM A LANDSCAPE ISLAND
PARKING LOT IS LOCATED WITHIN 50' OF PUBLIC R.O.W., LOW LANDSCAPE
SCREEN REQUIRED (TO 3' HT.). SCREEN MAY BE INCORPORATED INTO
STREET YARD LANDSCAPING, WHERE STREET YARD EXCEEDS 15' WIDE
US
H
I
G
H
W
A
Y
1
3
3
C
A
S
T
L
E
H
A
Y
N
E
R
D
.
PU
B
L
I
C
R
O
W
V
A
R
I
E
S
(N
C
D
O
T
P
R
O
J
E
C
T
R
E
F
.
R
-
2
6
3
3
C
B
)
STORM
WATER POND
GLADIOLUS ROAD
60' PUBLIC ROW
GARDEN
CENTER
+/- 3,744 SF
FENCED OUTDOOR DISPLA
Y
A
R
E
A
20,000 SF
(13,170 SF)
PROPOSED
BUILDING
+/- 21,930SF
WETLANDS
TO REMAIN
EXISTING PORTION OF PROPERTY IN
UTILITY EASEMENT TO REMAIN
UNCHANGED
PRIMARY STREET YARD BUFFER LANDSCAPING, SEE
CALCULATIONS (12'-6" MIN. / 37'-6" MAX.)
STREET YARD
INSIDE UTILITY EASEMENT
TO REMAIN UNDISTURBED,
(NO NEW LANDSCAPING)
DRIVE LANE
30' SETBACK
35
'
S
E
T
B
A
C
K
PROPERTY LINE
50
'
S
E
T
B
A
C
K
20' LANDSCAPE BUFFER
RIGHT TURN /
DECELERATION LANE
(AS REQ'D BY NCDOT)PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
OVERHEAD
ELECTRIC (OHE)
PROPOSED
DRIVEWAY
35' SETBACK
WETLANDS
TO REMAIN
WETLANDS
TO REMAIN
WETLANDS
TO REMAIN
SECONDARY STREET YARD BUFFER
LANDSCAPING, SEE CALCULATIONS
(6'-3" MIN. / 18'-9" MAX.)
TRANSMISSION
POLE (TYP.)
EXISTING WETLANDS TO
REMAIN
DRAINAGE DITCH TO REMAIN
NA
D
8
3
(
2
0
1
1
)
(N
C
G
R
I
D
)
LANDSCAPE NOTES:
1.CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS OR AS OTHERWISE DICTATED BY
LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES.
3.ALL PLANT MATERIAL SHALL MEET THE CURRENT VERSION OF THE AMERICAN ASSOCIATION OF NURSERYMEN'S
STANDARDS.
4.NO TREE, OTHER THAN THOSE SHOWN ON APPROVED PLANS FOR REMOVAL WITH THESE PLANS AND/ OR TREE REMOVAL
PERMIT PLANS, SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE LANDSCAPE ARCHITECT OR OWNER'S
REPRESENTATIVE. ALL SHRUB BEDS AND/OR PLANTING AREAS EXCLUDING TURF AREAS SHALL BE MULCHED WITH 3 INCH
MINIMUM AND 4 INCH MAXIMUM DEPTH PINE STRAW MULCH UNLESS OTHERWISE NOTED.
5.ALL PLANTS, 4 FEET OR LESS APART, WILL BE CONNECTED IN ONE PLANTING BED. ALL GROUPS OF PLANTS SHOULD BE
WITHIN ONE PLANTING BED WITH THE EDGE OF MULCH EXTENDING 2 FEET BEYOND THE EDGE OF PLANT MASS. SINGLE
TREES SHOULD HAVE A CIRCLE OF MULCH NOT LESS THAN 5 FEET DIAMETER.
6.PLANTING SOIL MIX: MIX EXISTING SOIL WITH THE SOIL AMENDMENTS AND FERTILIZERS IN THE QUANTITIES
RECOMMENDED BY THE SOIL TESTING LABORATORY, THIRD PARTY RECOGNIZED BY THE STATE DEPARTMENT OF
AGRICULTURE OR AS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE.
7.ANY AND ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER'S
REPRESENTATIVE. FAILURE IN OBTAINING APPROVAL MAY RESULT IN LIABILITY TO THE CONTRACTOR.
8.THE CONTRACTOR SHALL REPLACE DEAD AND/OR UNHEALTHY PLANT MATERIAL WITHIN 12 MONTHS OF ACCEPTANCE OF
THE INSTALLED MATERIAL FROM THE OWNER OR OWNER'S REPRESENTATIVE.
9.THE CONTRACTOR SHALL PREPARE ALL SEEDED OR SODDED AREAS TO ASSURE THAT THE SUBGRADE HAS BEEN RAKED
AND ROLLED TO ACCEPT THE SOD/SEED. ALL SOD/SEED AREAS MUST BE IRRIGATED OR HAND WATERED. ALL SOD SHALL
BE PLACED WITH STAGGERED JOINTS AND NO GAPS BETWEEN SOD JOINTS. SOD SHOULD BE ROLLED AFTER
INSTALLATION. ALL SEEDED AND/OR SODDED AREAS SHOULD PROVIDE A SMOOTH SURFACE FREE OF DIPS AND
UNLEVELED GROUND.
10.IRRIGATION SHALL BE DESIGNED AND INSTALLED BY A LICENSED IRRIGATION CONTRACTOR IN THE STATE OF NORTH
CAROLINA.
11.THE CONTRACTOR IS RESPONSIBLE FOR HAND WATERING THE INSTALLED PLANT MATERIAL FOR A PERIOD OF 6 MONTHS
FROM THE ACCEPTANCE FROM THE OWNER OR OWNER'S REPRESENTATIVE IF IRRIGATION HAS NOT BEEN INSTALLED AT
THE TIME OF SUBSTANTIAL COMPLETION. ALL MATERIAL INCLUDING SOD AND SEEDED AREAS SHALL BE HAND WATERED
ONCE WEEKLY OR AS NEEDED TO ENSURE SURVIVAL OF PLANTS.
12.CONTRACTOR IS RESPONSIBLE FOR REMOVING TRASH, DEBRIS AND EXCESS MATERIALS FROM THE JOB SITE ONCE THE
PROJECT IS COMPLETE. SECURING ANY MATERIALS LEFT ON SITE DURING THE COURSE OF THE PROJECT IS THE
CONTRACTOR'S RESPONSIBILITY.
13.ALL DISTURBED AREAS NOT DESIGNATED FOR LANDSCAPING SHALL RECEIVE SOD OR BE SEEDED.
14.ALL VEGETATION PROPOSED WITHIN SIGHT DISTANCE AREAS SHALL NOT INTERFERE WITH SIGHT DISTANCE FROM 30" TO
10'.
15.PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING SHALL BE INSTALLED. NO
CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN TREE PROTECTION FENCING.
IRRIGATION NOTES:
ALL PROPOSED LANDSCAPE / PLANTER AREAS SHALL INCORPORATE LANDSCAPE IRRIGATION AND RECEIVE
SUPPLEMENTAL WATER VIA AN AUTOMATICALLY CONTROLLED LOW-FLOW (DRIP TUBING, SPRAY AND/OR ROTOR HEADS)
IRRIGATION SYSTEM, INSTALLED WITH WATER CONSERVATION EQUIPMENT, SUCH AS RAIN SENSORS AND MASTER
CONTROL VALVES (WHERE REQUIRED), AND DESIGNED TO MEET SITE AND PLANT SPECIFIC ENVIRONMENTAL NEEDS
ACCORDING TO SOIL CONDITIONS, WATER REQUIREMENTS, ON SITE MICROCLIMATES, SOLAR ORIENTATION AND WIND
EXPOSURE.LANDSCAPE IRRIGATION SYSTEM DESIGN IS SPECIFICALLY EXCLUDED FROM THE LANDSCAPE ARCHITECT'S SCOPE OF
WORK AND SHALL BE THE SOLE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. PLANS, DESIGN AND INSTALLATION
OF THE IRRIGATION SYSTEM SHALL INCLUDE THE FOLLOWING MINIMUM REQUIREMENTS:
1.IRRIGATION PLANS ARE REQUIRED AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE IN ADVANCE
OF CONSTRUCTION ACTIVITIES FOR REVIEW AND APPROVAL BY OWNER. ANY IRRIGATION SHALL BE DESIGNED
AND INSTALLED BY A LICENSED IRRIGATION CONTRACTOR IN THE STATE OF NORTH CAROLINA. CONTRACTOR IS
RESPONSIBLE FOR IDENTIFYING ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND FOR ABIDING BY ALL
APPLICABLE RULES AND REGULATIONS FOR IRRIGATION DESIGN AND INSTALLATION.
2.THE IRRIGATION CONTRACTOR SHALL PROVIDE A DESIGN PLAN AND OBTAIN APPROVAL BY OWNER/OWNER'S
REPRESENTATIVE PRIOR TO ORDERING OR INSTALLING MATERIALS.
3.THE IRRIGATION DESIGN SHALL DEPICT A TWO WIRE, AUTOMATED IRRIGATION SYSTEM SUITABLE TO WATER ALL
PROPOSED PLANTING OR SEEDED / LAWN AREAS, INCLUDING BUT NOT LIMITED TO: STREET YARD, PERIMETER
BUFFERS, FOUNDATION PLANTINGS AND PARKING LOT AREA PLANTING.
4.SEE UTILITY PLANS FOR LOCATION OF IRRIGATION METER AND POINT-OF-CONNECTION.
5.CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE FOR LOCATION OF IRRIGATION CONTROLLER
& ELECTRICAL SUPPLY FROM BUILDING.
6.ALL LANDSCAPED AREAS OF THE PROPERTY SHALL BE IRRIGATED AND CONTROLLED BY A PROGRAMMABLE
IRRIGATION CONTROL DEVICE.
7.THE IRRIGATION SYSTEM SHALL BE DESIGNED AND ADJUSTED TO PROVIDE UNIFORM COVERAGE THROUGHOUT
ALL PLANTED AREAS AND SHALL PREVENT RUNOFF.
8.THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT OVER SPRAY ONTO WALKS, WALLS, FENCES, PATIOS,
STREETS OR ADJACENT PROPERTIES.
9.ALL PIPING AND WIRES BENEATH PAVING SHALL BE SLEEVED.
9.ALL HARD-PIPED SYSTEMS SHALL BE PROVIDED BELOW GRADE AS REQUIRED BY CODE. 'ON-GRADE' SYSTEMS ARE
NOT ALLOWED.
7.WHERE USED, IRRIGATION HEADS SHALL BE INSTALLED A MINIMUM OF 3' FROM EDGE OF CURBS.
8.CONTRACTOR TO PROVIDE AS-BUILT DRAWINGS TO OWNER UPON COMPLETION OF INSTALLATION.
10' WIDE PARKING LOT PERIMETER LANDSCAPE
STRIP WITH (5) TREES (WHERE ADJACENT TO
RESIDENTIAL ZONING DISTRICT)
PERIMETER PARKING LOT LANDSCAPING
ONE EVERGREEN OR DECIDUOUS TREE FOR EVERY 20
LINEAR FEET OF PLANTER STRIP ON AVERAGE
LENGTH OF STRIP: 90 / 20 = 4.5 (0R 5 TREES)
PARKING LOT LANDSCAPE SCREEN
(60 TOTAL, COUNT TOWARDS
STREET YARD REQ'MNTS)
STREET YARD STANDARDS
ZONING: B-2 (CONDITIONAL)
REQUIREMENT FOR EVERY 600 SF OF STREET YARD AREA ON AVERAGE:
ONE CANOPY TREE, OR THREE UNDERSTORY TREES
SIX SHRUBS, 12" HIGH AT TIME OF PLANTING
PRIMARY STREET YARD:7,351 SF / 600 = 12.25 (OR 13 TREES)
12.25 X 6 = 73.5 (OR 74 SHRUBS)
SECONDARY STREET YARD:12,067SF / 600 = 20.1 (OR 21 TREES)
20.1 X 6 = 120.6 (OR 121 SHRUBS)
STREET YARD TREE
(TYP.OF 13)
EXISTING PALM TREES AND CRAPE
MYRTLES TO BE REMOVED UNLESS
PLANNING DIRECTOR ALLOWS FOR
CREDIT TOWARDS STREET YARD
TREE REQUIREMENT
20' WIDE TYPE A OPAQUE BUFFER, 3 ROWS
MINIMUM, SHRUBS AT 6' HT.
EXISTING WETLANDS TO
REMAIN AND PROTECT IN PLACE
FOUNDATION
PLANTINGS
TYPE A BUFFER: EXISTING VEGETATION LOCATED WITHIN WETLANDS TO REMAIN
UNDISTURBED AND SATISFY LANDSCAPE BUFFER REQUIREMENTS - ADDITIONAL
PLANTS TO BE PROVIDED IF EXISTING PLANTINGS DO NOT MEET MINIMUM
REQUIREMENTS PER ORDINANCE
20' WIDE TYPE A
OPAQUE BUFFER, 3
ROWS MINIMUM,
SHRUBS AT 6' HT.
EXISTING TREE TO REMAIN (2" DBH, MIN.) TO BE DOCUMENTED
AND CREDITED AS NEEDED TO SATISFY TREE MITIGATION
REQUIREMENTS, ADDITIONAL TREES TO BE PROVIDED TO MEET
MITIGATION DEFICIT IF NEEDED AFTER INVENTORY COMPLETED
AND REVIEWED BY PLANNING DIRECTOR
EXISTING TREE TO
REMAIN (TYP.)
(21) TREES PROVIDED IN
SECONDARY BUFFER ADJACENT TO
POWER LINES ARE LOCATED A MIN.
OF 20' FROM NEAREST WOTE AND
SHALL GROW NO TALLER THAN 40'
PER DUKE ENERGY "RIGHT TREE
RIGHT PLACE" MANUAL
EXISTING TREE TO BE
REMOVED - SEE TREE
REMOVAL CALCULATIONS
TRASH
ENCLOSURE
LOADING
DOCK
VEGETATIVE
SCREENING
LAWN
LAWN
LANDSCAPE NOTES
1.LANDSCAPE AND IRRIGATION DESIGN PLANS ARE REQUIRED ON ALL PROJECTS.
2.WHERE LANDSCAPING IS NOT PROPOSED OR REQUIRED CONTRACTOR SHALL PROVIDE SITE FINE GRADED W/ HYDRO SEEDED
LAWN OR SOD IN ALL DISTURBED AREAS OUTSIDE OF PARKING FIELD.
3.USE WEED BARRIER. ALL MULCHED AREAS TO RECEIVE WEED BARRIER.
4.WHERE SEEDING WARRANTY DOES NOT PERMIT HYDRO SEED ALONE, PROVIDE STRAW AND BIODEGRADABLE NETTING OVER
HYDRO SEED.
5.TSC TO APPROVE LANDSCAPE CONCEPT PRIOR TO SUBMISSION TO CITY/TOWNSHIP, ANY LANDSCAPE TO RECEIVE IRRIGATION
6.IRRIGATION HEADS TO BE A MINIMUM OF 3' FROM EDGE OF CURB LINE. ALL LANDSCAPE BEDS TO HAVE CUT EDGE OR
COMMERCIAL EDGING MATERIAL INSTALLED FULLY SEPARATING THE MULCH BED FROM ADJACENT LAWN AREA, ANY TREES
OVER 2" CALIPER MUST BE STAKED AND TIED.
FACE OF CURB
(TYP. BOTH SIDES)
10' X 70'
SIGHT DISTANCE
TRIANGLE
TREE
SYMBOL
SIZE
(DBH)
PEC
SPECIES
19 PECAN
PEC 13 PECAN
PEC 15 PECAN
MAP 7,8,10,10 MAPLE
GUM 10 SWEETGUM
OAK 25 LIVE OAK
PEC 24 PECAN
PEC 36 PECAN
SYC 30 SYCAMORE
PN 30
SYC 36 LOBLOLLY PINE
PEC 15 PECAN
PN 26 LOBLOLLY PINE
PN 27 LOBLOLLY PINE
CLASSIFICATION
HARDWOOD
HARDWOOD
HARDWOOD
HARDWOOD
HARDWOOD
HARDWOOD
HARDWOOD
HARDWOOD
HARDWOOD
CONIFER
HARDWOOD
CONIFER
CONIFER
REGULATED
TREE TYPE
SIGNIFICANT
DOCUMENTED
DOCUMENTED
SIGNIFICANT
DOCUMENTED
SIGNIFICANT
SIGNIFICANT
SIGNIFICANT
SIGNIFICANT
DOCUMENTED
SIGNIFICANT
SIGNIFICANT
SIGNIFICANT
MITIGATION
INCHES
19
0
0
35
0
25
24
36
30
30
36
0
26
27
LOBLOLLY PINE CONIFER SIGNIFICANT
YES
NO
NATIVE
TREE
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
TOTAL REQUIRED MITIGATION INCHES 288
TREE REMOVALS
TREE
SYMBOL
SIZE
(DBH)
MAG
SPECIES
MAGNOLIA
CLASSIFICATION
FLOWERING
REGULATED
TREE TYPE
UNREGULATED
SIGNIFICANT
DOCUMENTED
MITIGATION
INCHES
NATIVE
TREE
YES
YES
YES
ADJUSTED MITIGATION INCHES 187
TREE TO BE RETAINED ON SITE*
PN
PN
PN
PN
LOBLOLLY PINE
LOBLOLLY PINE
LOBLOLLY PINE
LOBLOLLY PINE
CONIFER
CONIFER
CONIFER
CONIFER
*EXISTING UNREGULATED TREES LOCATED IN WETLAND AREAS AND PERIMETER OF SITE THAT
ARE A MINIMUM OF 2" DBH SHALL BE INVENTORIED AND CONSIDERED AS MITIGATION AS NEEDED
TO FULFILL REMAINING MITIGATION INCHES REQUIRED.
4
27
26
28
16
SIGNIFICANT
SIGNIFICANT
NO
YES
4
27
26
28
16
TOTAL INCHES RETAINED ON SITE 101
UNDERGROUND INFRASTRUCTURE NOTES
GENERAL LOCATIONS AND SIZES OF WATER, SEWER, STORM
DRAIN LINES, FIRE HYDRANTS AND SEWER LINES ARE
SHOWN ON THE PLAN FOR REFERENCE ONLY, CONTRACTOR
SHALL USE CAUTION AND LOCATE ALL SITE UTILITIES IN THE
FIELD PRIOR TO COMMENCING WORK
SIGHT DISTANCE TRIANGLE NOTES
ALL PROPOSED VEGETATION WITHIN SIGHT DISTANCE
TRIANGLES SHALL NOT INTERFERE WITH CLEAR VISUAL SIGHT
LINES FROM 3' TO 7' (SEE NHC TREE & LANDSCAPING MANUAL,
PAGE 12 FOR DIAGRAM AND ADDITIONAL INFORMATION).
A NTS
METHOD OF TREE PROTECTION DURING CONSTRUCTI0N
·PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING
WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES.
·NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE
TREE PROTECTION FENCING AREA
·INSTALLATION OF PROTECTION FENCING IS REQUIRED PRIOR TO LAND DISTURBING ACTIVITY
AND IS TO BE MAINTAINED UNTIL AFTER FINAL SITE INSPECTION
·FENCING SHALL BE INSTALLED AT THE DRIPLINE OR AT THE BOUNDARY OF THE CRITICAL ROOT
ZONE, WHICHEVER IS GREATER
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO THE TIPS
OF THE OUTERMOST BRANCHES.
CRITICAL ROOT ZONE - 1' RADIUS FROM THE TREE TRUNK PER 1" CALIPER
·IF A PROTECTED TREE IS SUBSTANTIALLY DAMAGED OR DESTROYED OR DIES WITHIN 3 YEARS
AFTER COMPLETION OF CONSTRUCTION, THEN REPLACEMENT TREES SHALL BE PLANTED ON
THE SITE WITH A TOTAL DIAMETER EQUAL TO TWICE THE DIAMETER OF THE PROTECTED TREE.
TREE PROTECTION
FENCING (E.G. WOODEN
SLAT SNOW FENCE OR
WIRE FENCE
DRIPLINE
EXISTING TREE
AREA TO REMAIN
UNDISTURBED
TREES QTY BOTANICAL / COMMON NAME SIZE
21
ZELKOVA SERRATA
JAPANESE ZELKOVA
VARIETY 'WIRELESS' ONLY; 40'
HT. MAX AT MATURITY
2" CAL. (MIN,) / 10` H. (MIN.)
CANOPY TREES QTY BOTANICAL / COMMON NAME SIZE
13
MAGNOLIA VIRGINIANA
SWEETBAY MAGNOLIA
40' HT. MAX. AT MATURITY
2" CAL. (MIN,) / 10` H. (MIN.)
12 QUERCUS FALCATA
SOUTHERN RED OAK 2" CAL. (MIN,) / 10` H. (MIN.)
5
QUERCUS NUTTALLII
NUTTALL OAK
PARKING LOT PERIMETER TREE
3" CAL (MIN.)
SHRUBS QTY BOTANICAL / COMMON NAME CONTAINER
226 ILEX VOMITORIA `NANA`
DWARF YAUPON 12" HT (MIN.)
55 ILEX X 'NELLIE R. STEVENS'
NELLIE R. STEVENS HOLLY 6` HT. MIN.
154 LIGUSTRUM J. `RECURVIFOLIUM`
WAX LEAF LIGUSTRUM 3` HT (MIN.)
162 MYRICA CERIFERA
WAX MYRTLE 4` HT
20 PODOCARPUS M. MAKI
SHRUBBY YEW PODOCARPUS 4` HT
ORNAMENTAL GRASSES QTY BOTANICAL / COMMON NAME CONTAINER
53 MUHLENBERGIA CAPILLARIS
PINK MUHLY 3 GAL
SOD/SEED QTY BOTANICAL / COMMON NAME CONT
7,445 SF EREMOCHLOA OPHIUROIDES
CENTIPEDE SOD SOD
PLANT SCHEDULE