V2 Sidbury TRC Constructions PlansPROJECT DATANAME OF PROJECT:SIDBURY FARMSNEW HANOVER COUNTY, NORTH CAROLINAOWNER:RMP SIDBURY ROAD LLCCHARLOTTE, NC 28205DEVELOPER:D.R. HORTON131 RACINE DRIVE, SUITE 201WILMINGTON, NC 28403CONTACT: IAN FLANNERYPREPARED BY:MCKIM & CREED, INC243 NORTH FRONT STWILMINGTON, NC 28401PHONE: (910)343-1048FAX: (910)251-8282CONTACT: RICHARD A. MOORE, PEEMAIL: RAMOORE@MCKIMCREED.COM COUNTY AND AGENCY CONTACTSA.New Hanover County PlanningPlanning and Land Use230 Government Center Drive, Suite 110Wilmington, NC 28403(910)798-7165B.New Hanover County Engineering230 Government Center Drive, Suite 160Wilmington, NC 28402-1810(910) 798-7051C.New Hanover CountySediment and Erosion Control230 Government Center Drive, Suite 160Wilmington, NC 28403(910) 798-7432D.Cape Fear Public Utility Authority235 Government Center DriveWilmington, NC 28403(910) 332-6626
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I:\04245\0012\80-Drawings\CX-101_042450012.dwg, CX-103, 12/2/2020 4:58:50 PM, RAMoore
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N/FJACK L. JAMES & ELIZABIETH I. JAMESDEED BOOK 2727 PAGE 181N/FTERRY L. CRUSE AND WIFE,JACQUELINE K. CRUSEDEED BOOK 2295 PAGE 367N/FLINDSAY DEANDEED BOOK 6040 PAGE 2172
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···
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···
N02°09'13"E 338.85'
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···
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···
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···
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N/FPARCEL ID: R01900-002-008-006DEAN, LINDSAYZONING: R-15N/FPARCEL ID: 01900-002-018-000NC DEPT OF TRANSPORTATIONZONING: R-15 N/FPARCEL ID: R01900-002-008-001JACK L. JAMES & ELIZABETH I. JAMESZONING: R-15N/FPARCEL ID: R01914-002-003-000CRUSE, TERRY L. &JACQUELINE K.ZONING: R-15
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N/FPARCEL ID: R01900-001-008-000FORMYDUVAL PAUL M MARTHA JZONING: R-15 N/FPARCEL ID: R01900-001-010-019DAVIS JAMES L JR LINDA RZONING: R-15 N/FPARCEL ID: R01900-001-010-018BUCKLEY THOMAS NZONING: R-15 N/FWHITE OAK PLANTATION C/A PRIVATE ROADPARCEL ID: R01900-001-021-000BUCK WILLIAM A EDNA HZONING: R-15 N/FPARCEL ID: R01900-001-010-017RANSOM GERALDINE BZONING: R-15 N/FPARCEL ID: R01900-001-010-016RANSOM GERALDINE BZONING: R-15 N/FPARCEL ID: R01900-001-010-015FINCH MARY CZONING: R-15
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25' CONSERVATION OVERLAYDISTRICT (COD) SETBACK (TYP.)
PO
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PHASE
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PHASE 2
PHASE 1
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2
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4
50' BUILT-UPON AREAVEGETATED SETBACK
50
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.
5
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N05°39'50"W 1700.48'N02°09'13"E 338.85'
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M
E
N
T
(
T
Y
P
)
20' PERIPHERY SETBACK (TYP)PAS
S
I
V
E
OPEN
S
P
A
C
E
(TY
P
)
20.0'
24
.
0
'
20.0'
24.0'24.0'
26.0'
2
2
.
0
'
24
.
0
'
2
2
.
0
'
60.0'
5.
0
'
P
L
A
N
T
I
N
G
ST
R
I
P
(
T
Y
P
)
10
.
0
'
NO
N
M
U
N
I
C
P
A
L
EA
S
E
M
E
N
T
(
T
Y
P
)
20.0'
20.00'
60
.
0
0
'
(T
Y
P
)
120.00'
(TYP)
26.00'
50.00' GAS LINEEASEMENT20.0' DRAINAGE
E
A
S
E
M
E
N
T
20
.
0
'
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
26.71'
20
'
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
20' DRAINAGE EASEMENT
2
0
'
D
R
A
I
N
A
G
E
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A
S
E
M
E
N
T
R30.00'R30.00'R15.00'R15.00'
R3
0
.
0
0
'
R3
0
.
0
0
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R20.00'
R3
0
.
0
0
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R3
0
.
0
0
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R4
8
.
0
0
'
R1
5
.
0
0
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R3
0
.
0
0
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5
.
0
0
'
R2
4
.
0
0
'
R1
5
.
0
0
'
R3
0
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0
0
'
R3
0
.
0
0
'
R3
0
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0
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R4
8
.
0
0
'
R48.
0
0
'
R
6
0
.
0
0
'
R
/
W
R48.00'R60.00' R/W
R6
2
.
0
0
'
R
/
W
R5
8
.
0
0
'
R
/
W
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5
0
.
0
0
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R150.00'125'DRAINAGEEASEMENT60'DRAINAGEEASEMENT
DR
A
I
N
A
G
E
EA
S
E
M
E
N
T
CS
-
1
0
1
19
1"
=
6
0
'
N/
A
EN
L
A
R
G
E
D
S
I
T
E
P
L
A
N
0SC
A
L
E
1
"
=
6
0
'
12
0
'
60
'
60
'
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
I
S
S
U
E
D
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
SEE SHEET CS-102
MATCHLINE
I:\04245\0012\80-Drawings\CS-101_042450012.dwg, CS-101, 12/2/2020 5:05:25 PM, RAMoore
58176
123456
7 8 9
10
11
12
1314151617181920212255565759606162636465
66
67
68
69707172737475767778178177180179182181184183185
21
1
216 217 219218 222 221225224
22
6
223
23
0
23
1
23
2
23
3
234 235 236 238 239 240 242
24
3
24
4
24
5
24
6
24
8
24
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25
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25
1
25
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4
25
5
25
6
25
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25
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25
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26
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26
1
26
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26
3
26
4
26
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26
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26
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26
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26
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27
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27
1
27
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27
3
27
4
27
5
27
6
27
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27
8
27
9
28
0
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220 237 241
24
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°
3
9
'
1
1
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E
35
.
2
9
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3
°
5
6
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6
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12
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0
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°
0
3
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4
4
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12
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°
5
6
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1
6
"
E
68
.
0
7
'
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5
°
0
8
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3
0
"
W
12
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0
2
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S5
3
°
0
2
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1
0
"
E
49
.
8
6
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S54°
2
5
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5
9
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E
1
4
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1
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5
°
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9
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2
°
0
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5
°
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3
1
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E
19
.
9
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S14°20'49"E 460.00'
50' PRIVATER/W (TYP)
10
0
'
P
R
I
V
A
T
E
R
/
W
5' SIDEWALK (TYP)50' PRIVATER/W (TYP)EDGE OF PAVEMENT (TYP)FACE OF CURB (TYP)BACK OF CURB (TYP)2' VALLEY CURB (TYP)POND 3
PO
N
D
(
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P
)
PO
T
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T
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A
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40
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WE
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L
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SIDBURY ROAD (SR 1336)(100' PUBLIC R/W)50' PRIVATER/W (TYP)
50
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R/
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(
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50' PRIVATER/W (TYP)ACTIVE OPENSPACE (TYP)ACTIVEOPENSPACE(TYP)
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)
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PHASE 2
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(T
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)
120.00'
(TYP)
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20.0' DRAINAGE EASEMENT 20.0'PERIPHERY SETBACK (TYP)R30.00'R25.00'R25.00'
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5
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0
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R3
0
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0
0
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5
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0
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0
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0
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=
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A
L
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1
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6
0
'
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12
0
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60
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60
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FI
N
A
L
D
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S
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G
N
-
N
O
T
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S
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D
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S
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H
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S
-
1
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3
MA
T
C
H
L
I
N
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SEE SHEET CS-101MATCHLINE
PH
A
S
E
L
I
N
E
I:\04245\0012\80-Drawings\CS-101_042450012.dwg, CS-102, 12/2/2020 5:05:35 PM, RAMoore
19
8
186187188190191192193195196
19
7
19
9
20
0
20
1
20
2
25
3
20
5
20
6
20
7
20
9
21
0
21
1
21
2
21
4
21
6
21
5
22
9
29
0
29
1
29
2
29
3
29
4
29
5
29
6
29
7
29
8
29
9
30
0
30
1
30
2
30
3
30
4
30
530
6
30
7
30
8
30
9
31
0
31
1
31
2
31
3
31
4
31
5
31
6
31
7
31
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31
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32
0
32
1
32
2
32
3
32
4
32
5
32
6
32
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32
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33
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20
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20
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31
0
.
2
6
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7
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1
8
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3
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4
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50
.
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4
4
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W
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.
0
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°
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3
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4
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50
.
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4
4
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1
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3
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°
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1
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2
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3
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5
4
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5
"
W
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6
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0
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4
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W
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0
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°
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6
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1
6
"
W
3
6
0
.
0
0
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N06°03'
4
4
"
E
120.00'
N83
°
5
6
'
1
6
"
W
4
0
.
0
0
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6
°
0
3
'
4
4
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W
43
0
.
0
0
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3
°
5
6
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1
6
"
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12
0
.
0
0
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50
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P
R
I
V
A
T
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/
W
(T
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P
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40
4
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T
L
A
N
D
S
50
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P
R
I
V
A
T
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/
W
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50' PRIVATE R/W(TYP)50' PRIVATE R/W(TYP)
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V
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(TY
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AC
T
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V
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N
SP
A
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)
PASSIVEOPEN SPACE(TYP)PEDESTRIANCROSSING SIGN (TYP)
PE
D
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S
T
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A
N
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S
I
G
N
(
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D
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20.0'
24.0'
24.0'
26
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CS
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0
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=
6
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'
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A
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=
6
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'
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0
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60
'
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'
FI
N
A
L
D
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S
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N
-
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S
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D
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C
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1
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MA
T
C
H
L
I
N
E
PH
A
S
E
L
I
N
E
I:\04245\0012\80-Drawings\CS-101_042450012.dwg, CS-103, 12/2/2020 5:05:43 PM, RAMoore
CURVE TABLECURVEC1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19C20C21C22C23C24C25C26C27C28C29C30C31C32C33C34C35C36C37C38C39C40C41C42C43C44C45C46C47C48C49C50C51C52C53C54C55C56C57C58C59C60C61C62RADIUS18.0075.0075.0075.00225.00225.00225.00470.00470.00275.00275.00275.00275.00275.00275.0075.0075.0075.00395.00395.00395.00395.00395.00395.00395.00395.00395.00395.00165.00165.00165.00165.00165.00165.00545.00545.00425.00425.00425.00375.00115.00115.00180.0060.0060.0060.00180.00180.00180.0060.0060.00180.00180.0060.00125.0060.0060.0060.0060.0060.00295.0060.00 LENGTH19.6221.415.6266.8395.9490.4435.7893.7981.7611.3354.8454.8754.9154.9540.6533.4233.4237.5957.9269.089.8721.0157.9047.4831.3949.4629.3816.555.0060.0060.0060.0060.0014.1847.5470.5037.0754.9844.45103.278.82171.8267.2212.9867.6648.4860.59169.89169.8948.4867.6660.5965.6612.9886.6140.5346.1341.9752.2750.76100.7216.05 TANGENT10.9110.782.8135.8248.7145.8417.9347.0540.985.6627.5127.5327.5427.5720.3616.9916.9919.2029.0134.634.9310.5129.0023.7715.7024.7614.708.282.5030.3430.3430.3430.337.1023.7835.3018.5527.5322.2451.964.41106.5034.016.5237.9425.6530.5991.8791.8725.6537.9430.5933.206.5245.1221.0724.2721.8927.9227.0150.868.07 BEARINGS73°07'01.12"ES54°21'28.21"ES44°01'58.52"ES30°39'10.63"WS26°33'46.92"ES50°17'40.88"ES66°21'57.25"EN29°51'01.10"EN11°02'44.97"EN69°44'28.90"WN62°50'55.69"WN51°25'13.77"WN39°59'05.57"WN28°32'27.70"WN18°34'55.18"WN72°06'41.17"WN46°34'57.57"WN19°29'00.26"ES18°32'50.79"ES27°45'28.62"ES33°29'01.33"EN35°43'22.19"WS41°26'44.09"ES49°05'18.25"ES54°48'30.31"ES60°40'18.91"EN66°23'22.50"WS69°43'14.98"ES5°11'38.17"WS6°05'30.23"ES26°55'35.61"ES47°45'41.00"ES68°35'44.97"ES81°28'31.19"EN3°33'47.98"EN2°38'28.49"WS3°33'47.98"WS2°38'28.49"ES9°20'34.34"EN3°58'40.51"WN81°44'26.32"WN36°44'26.32"WN20°04'16.54"WS53°06'55.44"ES14°36'46.36"ES40°50'28.94"WN0°16'16.44"EN36°57'11.12"ES24°49'43.38"EN28°43'01.20"WN26°44'14.10"ES11°51'11.30"WS31°56'51.24"WN65°14'23.18"ES34°11'47.64"EN74°43'32.68"ES63°53'54.91"ES21°50'09.04"ES23°09'31.95"WS72°21'08.19"WS48°39'07.39"EN1°41'51.70"W CHORD18.6721.345.6264.6495.2289.8435.7493.6381.6611.3354.7454.7854.8154.8640.6233.1433.1437.2057.8668.999.8721.0057.8547.4531.3849.4329.3716.555.0059.6759.6759.6759.6714.1847.5270.4537.0654.9444.42102.958.82156.2866.8312.9664.1347.1860.31163.65163.6547.1864.1360.3165.3012.9684.8939.7745.0041.1250.6349.26100.2316.00 DELTA62°27'37"16°21'28"4°17'31"51°03'27"24°25'55"23°01'53"9°06'40"11°25'59"9°58'02"2°21'37"11°25'30"11°25'54"11°26'22"11°26'53"8°28'12"25°31'44"25°31'44"28°43'06"8°24'03"10°01'13"1°25'53"3°02'49"8°23'55"6°53'14"4°33'10"7°10'27"4°15'40"2°24'04"1°44'11"20°50'05"20°50'05"20°50'05"20°50'03"4°55'30"4°59'52"7°24'41"4°59'52"7°24'41"5°59'31"15°46'44"4°23'40"85°36'20"21°23'51"12°23'46"64°36'32"46°17'59"19°17'15"54°04'34"54°04'34"46°17'59"64°36'32"19°17'15"20°54'05"12°23'46"39°41'57"38°42'18"44°02'46"40°04'45"49°54'37"48°28'36"19°33'45"15°19'28"CUR
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CURVEC63C64C65C66C67C68C69C70C71C72C73C74C75C76C77C78C79C80C81C82C83C84C85C86C87C88C89C90C91C92C93C94C95C96C97C98C99C100C101C102C103C104C105C106C107C108C109C110C111C112C113C114C115C116C117C118C119C120C121C122C123C124RADIUS175.00295.00175.00175.00295.00855.00855.00855.001025.001025.001025.001025.001025.001025.001145.001145.001145.001145.001145.001145.001145.001145.001145.001145.00175.00175.0058.0058.0058.0058.0058.00175.00175.00175.001025.00855.00855.00855.00975.00975.00975.00975.00975.00975.0018.0018.00375.00375.00125.0060.0060.0060.0060.0060.0060.00170.0060.0060.00175.00295.00175.00175.00 LENGTH50.97101.0559.9514.9625.2111.489.5158.6358.4257.7358.8558.8558.8540.6166.4825.1040.6421.0944.6516.3749.3711.1560.1958.4222.8367.9951.0551.8435.1440.2771.3529.8955.5036.8826.2758.6358.6358.6366.8623.9366.8666.8666.8631.641.941.9487.9722.5685.9647.9627.2031.2847.9232.9231.12105.6037.2745.6024.4479.5947.2143.36 TANG
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I:\04245\0012\80-Drawings\CS-101_042450012.dwg, CS-104, 12/2/2020 5:05:52 PM, RAMoore
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4
I:\04245\0012\80-Drawings\CG-100_042450012.dwg, CG-100, 12/2/2020 5:07:08 PM, RAMoore
22
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
4142
43
44
45
46
47
48
49
50
51
52
53
54
55
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95 96
97
98
99
10
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2
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13
2
13
3
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4
13
5
13
6
13
7
13
8
13
9
14
0
14
1
14
2
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4
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5
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6
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15
1
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4
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5
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16
1
16
2
16
3
16
4
16
5
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6
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16
8
16
9
17
0
17
1
17
2
17
3
17
5
18
8
17
4
23
18
9
N05°39'50"W 1700.48'N02°09'13"E 338.85'300.24'
15
11
9
12
13
15
9
13
12 15
15
1616
17
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13
13
11 13
13
10
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9
16
13
14
12
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922 17
16
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10
10
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12
12 12
17
15
13
14
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12
14
12
18 14
13
13
16
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12
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13
12
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14
14
13
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13
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15
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141212
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15
15
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10
12
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16
15
12
19
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17 12
17
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15
17
12
13
13
1212
12
13
16
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13
13
8
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8
12
12
12
12
12
13
14
16
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15 15
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15
16
12
15
12
21
17
12
13 12
9
14
13
16
15
15
10
8
8
1
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8
14
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16
12
14
14
14
14
12
8
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14
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16
12
14
12
12
1212
8 181412
8
14716
16
16
12
12
12
12
10
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16
15
15
13 13
14
14
18
12
15
14
9 9
8
1
3
12
12
12
13 13
13
14
15
17
13
18
14
14
12
1212
1818
12
17
19
13
12
14
13
12
1314 13 10 9 12 1213221915132181210178
9
16
12
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10
12
15
14
13
8
12
1220
14
11
12
12
13
14
12
13
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13
13
13
12
12
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12
12
12
12
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40
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N
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40
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N
D
2
PO
N
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3
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3
CG
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1"
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6
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SEE SHEET CG-102
MATCHLINE
PROPERTYBOUNDARY
58176
123456
7 8 9
10
11
12
13141516171819202122555657596061626364
65
66
67
68
69707172737475767778178177180179182181184183185
21
1
216 217 219218 222 221225224
22
6
223
23
0
23
1
23
2
23
3
234 235 236 238 239 240 242
24
3
24
4
24
5
24
6
24
8
24
9
25
0
25
1
25
2
25
4
25
5
25
6
25
7
25
8
25
9
26
0
26
1
26
2
26
3
26
4
26
5
26
6
26
7
26
8
26
9
27
0
27
1
27
2
27
3
27
4
27
5
27
6
27
7
27
8
27
9
28
0
28
1
28
2
28
3
220 237 241
24
7
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5
°
3
9
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1
1
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E
35
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2
9
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3
°
5
6
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1
6
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E
12
0
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0
0
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6
°
0
3
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4
4
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W
12
0
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0
0
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3
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5
6
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1
6
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68
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0
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5
°
0
8
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0
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0
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3
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0
2
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(
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40
4
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N
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SIDBURY ROAD (SR 1336)(100' PUBLIC R/W)
CG
-
1
0
2
25
1"
=
6
0
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A
EN
L
A
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60
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N
A
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N
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SEE SHEET CG-101MATCHLINE
PH
A
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E
I:\04245\0012\80-Drawings\CG-101_042450012.dwg, CG-102, 12/2/2020 5:09:01 PM, RAMoore
19
8
186187188190191192193195196
19
7
19
9
20
0
20
1
20
2
25
3
20
5
20
6
20
7
20
9
21
0
21
2
21
4
21
6
21
5
22
9
29
0
29
1
29
2
29
3
29
4
29
5
29
6
29
7
29
8
29
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30
0
30
1
30
2
30
3
30
4
30
530
6
30
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30
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30
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31
0
31
1
31
2
31
3
31
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31
5
31
6
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32
0
32
1
32
2
32
3
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4
32
5
32
6
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7
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33
0
33
1
33
2
33
3
33
4
189 194
20
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14
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12
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M
A
I
N
(T
Y
P
)
PROPOSED 6" PVCC-900 WATER MAIN(TYP)
PR
O
P
O
S
E
D
8
"
P
V
C
C-
9
0
0
W
A
T
E
R
M
A
I
N
(T
Y
P
)
PROPERTYBOUNDARY
PH
A
S
E
L
I
N
E
TI
E
T
O
F
U
T
U
R
E
16
"
W
A
T
E
R
M
A
I
N
19
8
186187188190191192193195196
19
7
19
9
20
0
20
1
20
2
25
3
20
5
20
6
20
7
20
9
21
0
21
2
21
4
21
6
21
5
22
9
29
0
29
1
29
2
29
3
29
4
29
5
29
6
29
7
29
8
29
9
30
0
30
1
30
2
30
3
30
4
30
5
30
6
30
7
30
8
30
9
31
0
31
1
31
2
31
3
31
4
31
5
31
6
31
7
31
8
31
9
32
0
32
1
32
2
32
3
32
4
32
5
32
6
32
7
32
8
32
9
33
0
33
1
33
2
33
3
33
4
33
5
189 194
20
3
20
4
20
8
21
3
22
7
22
8
40
4
W
E
T
L
A
N
D
S
PO
N
D
4
CU
-
1
0
3
31
1"
=
6
0
'
N/
A
EN
L
A
R
G
E
D
U
T
I
L
I
T
Y
P
L
A
N
0SC
A
L
E
1
"
=
6
0
'
12
0
'
60
'
60
'FI
N
A
L
D
E
S
I
G
N
-
N
O
T
I
S
S
U
E
D
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
SE
E
S
H
E
E
T
C
U
-
1
0
2
MA
T
C
H
L
I
N
E
FH
A
(
T
Y
P
.
)
FHA (TYP.)BLOW OFF ASSEMBLY(TYP.)
BL
O
W
O
F
F
A
S
S
E
M
B
L
Y
(T
Y
P
.
)
50
'
R/
W
50
'
R/
W
PROPOSED 2" PVCSDR-21 WATERMAIN (TYP)
6"
x
6
"
M
J
T
E
E
(2
)
6
"
G
V
8"
x
8
"
M
J
T
E
E
(2
)
8
"
G
V
TE
M
P
O
R
A
R
Y
B
L
O
W
O
F
F
AS
S
E
M
B
L
Y
(
T
Y
P
.
)
PR
O
P
O
S
E
D
8
"
P
V
C
C-
9
0
0
W
A
T
E
R
M
A
I
N
(T
Y
P
)
PR
O
P
O
S
E
D
8
"
P
V
C
C-
9
0
0
W
A
T
E
R
M
A
I
N
(T
Y
P
)
PR
O
P
O
S
E
D
6
"
P
V
C
C-
9
0
0
W
A
T
E
R
M
A
I
N
(T
Y
P
)
FH
A
(
T
Y
P
.
)
PR
O
P
O
S
E
D
6
"
P
V
C
C-
9
0
0
W
A
T
E
R
M
A
I
N
(T
Y
P
)
10' NON-MUNICIPALEASEMENT
10
'
N
O
N
-
M
U
N
I
C
I
P
A
L
EA
S
E
M
E
N
T
10
'
N
O
N
-
M
U
N
I
C
I
P
A
L
EA
S
E
M
E
N
T
10
'
N
O
N
-
M
U
N
I
C
I
P
A
L
EA
S
E
M
E
N
T
10
'
N
O
N
-
M
U
N
I
C
I
P
A
L
EA
S
E
M
E
N
T
PH
A
S
E
L
I
N
E
PR
O
P
E
R
T
Y
B
O
U
N
D
A
R
Y
40
41
42
92
93
94
95
96
97
98 99 100 101 102 10310410510610710810911011111211311611711811912012
1
12
2
12
3
13
4
13
5
13
6
13
7
13
8
13
9
14
0
14
1
14
2
14
3
14
4
14
5
14
6
14
7
14
8
14
9
15
0
15
1
15
2
15
3
15
4
15
5
15
6
13
1
13
2
13
3
15 20 25 30 35 40 45 50
15 20 25 30 35 40 45 50
10+00 38.4536.8011+00 37.5037.7812+00 37.9537.5613+00 37.6237.3314+00 31.9537.45
15
+
0
0
37.34
37.45
16
+
0
0
37.30
37.17
17
+
0
0
37.11
37.80
18
+
0
0
37.87
37.84
19
+
0
0
37.85
37.60
20
+
0
0
37.21
36.20
21
+
0
0
36.20
36.22
22
+
0
0
36.27
36.26
23
+
0
0
36.32
36.42
24
+
0
0
36.38
24
+
3
1
.
2
36.25
CU
-
7
0
1
32
1"
=
5
0
'
1"
=
5
'
PL
A
N
A
N
D
P
R
O
F
I
L
E
R
O
A
D
A
S
T
A
:
1
0
+
0
0
T
O
E
N
D
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
I
S
S
U
E
D
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
EXISTING GRADE PROPOSED GRADE8" C-900 PVCWATERLINE
FH
A
(
T
Y
P
.
)
FHA (TYP.)MATCHLINE SEE CU-704
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
2
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
2
BL
O
W
O
F
F
A
S
S
E
M
B
L
Y
(T
Y
P
.
)
3' MIN. COVER
6"
C
-
9
0
0
P
V
C
WA
T
E
R
L
I
N
E
2"
S
D
R
-
2
1
P
V
C
WA
T
E
R
L
I
N
E
25
'
W
E
T
L
A
N
D
S
E
T
B
A
C
K
CONNECT TO FUTURE 16"WATERLINE
BL
O
W
O
F
F
AS
S
E
M
B
L
Y
0HORIZONTAL SCALE 1" = 50'100'50'50'0VERTICAL SCALE 1" = 5'10'5'5'
79
80
81
82
83
84
85
86
90
91
92
93
94
95 96 121122123124125126127128129130131132133134
13
5
13
6
14
6
14
7
14
8
14
9
15
0
15
1
15
2
15
3
15
4
15
5
15
6
15
7
15
8
15
9
16
0
16
1
16
2
16
3
16
4
16
5
16
7
16
8
16
9
17
0 17
1
17
2
17
3
17
4
ST
A
T
I
O
N
85
86
87
88
89
10 15 20 25 30 35 40 45 50
10 15 20 25 30 35 40 45 50
10+00 29.6031.5211+00 33.5534.7112+00 35.6336.8513+00 37.4539.1214+00 37.6438.2115+0
0
37.95
37.82
16
+
0
0
31.40
37.19
17
+
0
0
37.06
37.15
18
+
0
0
37.16
37.22
19
+
0
0
37.27
37.30
20
+
0
0
37.33
37.34
21
+
0
0
37.29
37.24
22
+
0
0
37.21
37.11
23
+
0
0
36.95
36.77
24
+
0
0
36.73
36.66
25
+
0
0
36.84
37.03
26
+
0
0
37.04
26
+
5
0
37.09
CU
-
7
0
2
33
1"
=
5
0
'
1"
=
5
'
PL
A
N
A
N
D
P
R
O
F
I
L
E
R
O
A
D
B
ST
A
:
1
0
+
0
0
T
O
2
6
+
5
0
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
I
S
S
U
E
D
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
SEE SHEET CU-703
MATCHLINE STA. 26+50
EXISTING GRADE PROPOSED GRADE2" SDR-21 PVCWATERLINE
FH
A
(
T
Y
P
.
)
FH
A
(
T
Y
P
.
)
PO
N
D
2
POND 1
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
3
3' MIN. COVER MATCHLINE SEE CU-701MATCHLINE
S
E
E
C
U
-
7
0
1
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
5
BLOWOFF ASSEMBLY (TYP)
8"
C
-
9
0
0
P
V
C
WA
T
E
R
L
I
N
E
3'
M
I
N
.
C
O
V
E
R
0
HO
R
I
Z
O
N
T
A
L
S
C
A
L
E
1
"
=
5
0
'
10
0
'
50
'
50
'
0
VE
R
T
I
C
A
L
S
C
A
L
E
1
"
=
5
'
10
'
5'
5'
176
7 8
67
68
69
70
71
72737475767778175178177179239240
24
2
24
3
24
4
24
5
24
6
24
1
PUMPSTATION
34
35
36
37
38
39
40
43
44
45
88 89
90
91
15
6
15
7
15
8
15
9
41
40
91
44
10 15 20 25 30 35 40 45 50
10 15 20 25 30 35 40 45 50
26+50 37.0927+00 37.1137.1228+00 37.0536.9629+00 36.7436.6330+00 36.6936.7831+00 36.8736.9532
+
0
0
37.14
37.33
33
+
0
0
37.36
37.45
34
+
0
0
37.51
37.66
35
+
0
0
37.71
37.77
36
+
0
0
37.83
37.95
36
+
8
7
.
4
37.98
10 15 20 25 30 35 40 45 50
10 15 20 25 30 35 40 45 50
10
+
0
0
37.26
37.43
11
+
0
0
37.58
37.67
12
+
0
0
36.35
37.43
13
+
0
0
37.67
37.71
14
+
0
0
37.70
37.69
15
+
0
0
37.63
15
+
5
0
37.58
CU
-
7
0
3
34
1"
=
5
0
'
1"
=
5
'
PL
A
N
A
N
D
P
R
O
F
I
L
E
RO
A
D
B
S
T
A
:
2
6
+
5
0
T
O
E
N
D
RO
A
D
C
S
T
A
:
1
0
+
0
0
T
O
1
5
+
5
0
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
I
S
S
U
E
D
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
SEE SHEET CU-702 MATCHLINE STA. 26+50
SE
E
S
H
E
E
T
C
U
-
7
0
4
MA
T
C
H
L
I
N
E
S
T
A
.
1
5
+
5
0
EXISTING GRADE
PR
O
P
O
S
E
D
G
R
A
D
E
8" C-900 PVCWATERLINE
EX
I
S
T
I
N
G
G
R
A
D
E
PR
O
P
O
S
E
D
G
R
A
D
E
6"
C
-
9
0
0
P
V
C
WA
T
E
R
L
I
N
E
FH
A
(
T
Y
P
.
)
FH
A
(
T
Y
P
.
)
MATCHLINE SEE CU- 706MATCHLINE SEE CU- 706
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
9
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
9
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
2
MA
T
C
H
L
I
N
E
S
E
E
T
H
I
S
S
H
E
E
T
MATCHLINE SEE CU-710
3'
M
I
N
.
C
O
V
E
R
3'
M
I
N
.
C
O
V
E
R
0
HO
R
I
Z
O
N
T
A
L
S
C
A
L
E
1
"
=
5
0
'
10
0
'
50
'
50
'
0
VE
R
T
I
C
A
L
S
C
A
L
E
1
"
=
5
'
10
'
5'
5'
0HORIZONTAL SCALE 1" = 50'100'50'50'0VERTICAL SCALE 1" = 5'10'5'5'
58
9 10
11
12
13
14
15
16
17
18
19
20
21
22
24
25
26272829303132334546474849505152
53
54
55
56
57
59
60
61
62
63
64
65
66
23
15 20 25 30 35 40 45 50
15 20 25 30 35 40 45 50
15+50 37.5816+00 37.5437.5017+00 37.5437.5118+00 37.3737.3519+00 37.3937.4120+00 37.4237.41
21
+
0
0
37.36
37.36
22
+
0
0
37.42
37.43
23
+
0
0
37.39
37.36
24
+
0
0
37.38
37.33
25
+
0
0
37.26
37.31
26
+
0
0
37.39
37.51
27
+
0
0
37.66
37.75
28
+
0
0
37.81
37.88
29
+
0
0
37.96
38.02
30
+
0
0
38.06
38.11
31
+
0
0
38.17
38.2231
+
6
0
.
9
38.23CU
-
7
0
4
35
1"
=
5
0
'
1"
=
5
'
PL
A
N
A
N
D
P
R
O
F
I
L
E
R
O
A
D
C
S
T
A
1
6
+
0
0
T
O
EN
D
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
I
S
S
U
E
D
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
SEE SHEET CU-704 MATCHLINE STA. 15+50EXISTING GRADE PROPOSED GRADE6" C-900 PVCWATERLINE
FH
A
(
T
Y
P
.
)
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
3
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
9
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
9
FH
A
(
T
Y
P
.
)
6" PVC C-900 WATERLINE
10
"
P
V
C
C
-
9
0
0
W
A
T
E
R
L
I
N
E
0HORIZONTAL SCALE 1" = 50'100'50'50'0VERTICAL SCALE 1" = 5'10'5'5'
9899100101102105106107108109110
11
1
11
2
11
3
11
4
11
5
11
6
117118119 120
16
2
16
3
16
4
16
5
16
6
16
7
16
8
16
9
17
0
17
1
17
2
17
3
17
4
10 15 20 25 30 35 40 45 50
10 15 20 25 30 35 40 45 50
10
+
0
0
36.74
36.43
11
+
0
0
36.31
35.87
12
+
0
0
35.28
34.91
13
+
0
0
35.03
35.05
13
+
9
7
.
8
35.92
10 15 20 25 30 35 40 45 50
10 15 20 25 30 35 40 45 50
10+00 37.2237.0711+00 36.9736.6312+00 36.3336.1313
+
0
0
35.46
35.10
13
+
9
9
.
1
34.64
CU
-
7
0
5
36
1"
=
5
0
'
1"
=
5
'
PL
A
N
A
N
D
P
R
O
F
I
L
E
RO
A
D
D
S
T
A
1
0
+
0
0
T
O
E
N
D
RO
A
D
E
S
T
A
1
0
+
0
0
T
O
E
N
D
FI
N
A
L
D
E
S
I
G
N
-
N
O
T
I
S
S
U
E
D
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
EXISTING GRADE PROPOSED GRADE2" SDR-21 PVCWATERLINE
EX
I
S
T
I
N
G
G
R
A
D
E
PR
O
P
O
S
E
D
G
R
A
D
E
2"
S
D
R
-
2
1
P
V
C
WA
T
E
R
L
I
N
E
FH
A
(
T
Y
P
.
)
FHA (TYP.)MATCHLINE SEE CU-701 MATCHLINE SEE CU-701
MA
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0HORIZONTAL SCALE 1" = 50'100'50'50'0VERTICAL SCALE 1" = 5'10'5'5'
71
72
73
74
75
17
8
18
0
17
9
18
2
18
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18
4
18
3
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18
6
18
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18
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19
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19
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19
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19
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21
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21
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22
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23
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23
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24
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18
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19
4
22
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7
557810152025303540455010152025303540455010+00 37.4437.5111+00 37.5437.3812+00 37.2937.2612+90 37.12
10 15 20 25 30 35 40 45 50
10 15 20 25 30 35 40 45 50
10
+
0
0
36.85
36.74
11
+
0
0
36.91
36.93
12
+
0
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37.08
37.03
13
+
0
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37.88
37.63
14
+
0
0
37.81
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15
+
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37.79
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16
+
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17
+
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+
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CU
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7
0
6
37
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0
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15 20 25 30 35 40 45 50
15 20 25 30 35 40 45 50
10+00 33.5437.8711+00 37.9638.01
12
+
0
0
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37.66
13
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198 195196197
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20
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20
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2
30
3
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4
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3
20
4
20
8
21
3
22
7
22
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15 20 25 30 35 40 45 50
15 20 25 30 35 40 45 50
10+00 37.6337.7711+00 37.6137.6112+00 37.6737.7713+00 37.8537.53
14
+
0
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37.63
15
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0
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37.84
37.61
16
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0
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38.35
17
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38.11
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37.35
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8
5
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4
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CU
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12
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15 20 25 30 35 40 45 50 55
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25
3
25
2
25
4
27
3
30
1
30
2
30
3
30
4
30
5
30
6
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20
3
20
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20
5
20
6
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10
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CU
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EXISTING GRADE6" C-900 PVCWATERLINE FHA (TYP.)BLOWOFF FOR FUTURECONNECTION (TYP.)
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N/
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N/FJACK L. JAMES & ELIZABIETH I. JAMESDEED BOOK 2727 PAGE 181N/FTERRY L. CRUSE AND WIFE,JACQUELINE K. CRUSEDEED BOOK 2295 PAGE 367N/FLINDSAY DEANDEED BOOK 6040 PAGE 2172N/FWALTER A. CORBETT SR.HEIRS ETALDEED BOOK 2199 PAGE 92
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T
S
TREE PROTECTION SIG
N
A
G
E
5 SCALE: NTSGENERAL NOTES8
SC
A
L
E
:
N
T
S
TE
M
P
O
R
A
R
Y
I
N
L
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T
P
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C
T
I
O
N
4
SCALE: NTSSEEDING AND STABILIZATION7
CE
-
5
0
1
47
N/
A
N/
A
ER
O
S
I
O
N
C
O
N
T
R
O
L
D
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T
A
I
L
S
NOTE (G.S. 113A-57 (2))THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHERADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT,SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETIONOF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED WITHTEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURESSUFFICIENT TO RESTRAIN EROSION.TREE PROTECTION NOTES:1.NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE LIMITS OF DISTURBANCESHOWN ON THE PLANS. [18-457(b)]2.PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.[18-458]3.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREEPROTECTION REQUIREMENTS AND METHODS. [18-457(d)]4.ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSEAREAS. [18-458]5.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED. [18-458]6.REGULATED AND SIGNIFICANT TREES IN THE STREET YARD [18-456(c)] AND ANY TREES IN ANY REQUIREDBUFFERS [18-456(b)] ARE REQUIRED TO BE RETAINED.SEEDBED PREPARATION:1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IFAVAILABLE.2.RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTHAND UNIFORM.4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEEBELOW*).5.CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO6 INCHES DEEP.6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT ORCULTIPACK AFTER SEEDING.7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTINGSEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINALLIME, FERTILIZER AND SEEDING RATES.9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTERPERMANENT COVER IS ESTABLISHED.10.APPLY:AGRICULTURAL LIMESTONE - 2 TONS/ACREFERTILIZER - 1000 LBS/ACRE (10-10-10)SUPERPHOSPHATE - 500 LBS/ACRE (20%)MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)ANCHOR - ASPHALT EMULSION AT 450 GAL/ACRE
SC
A
L
E
:
N
T
S
TEMPORARY TREE PR
O
T
E
C
T
I
O
N
6I:\04245\0012\80-Drawings\CE501_042450012.dwg, CE-501, 12/2/2020 5:33:13 PM, RAMoore
CE
-
5
0
2
48
N/
A
N/
A
ER
O
S
I
O
N
C
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T
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FI
N
A
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N
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2
SC
A
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N
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SKIMMER SEDIMENT BASIN4
SC
A
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:
N
T
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FAIRCLOTH SKIMMER5
PL
A
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V
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W
CR
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SC
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3
I:\04245\0012\80-Drawings\CE501_042450012.dwg, CE-502, 12/2/2020 5:33:15 PM, RAMoore
CE
-
5
0
3
49
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A
N/
A
ER
O
S
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N
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I:\04245\0012\80-Drawings\CE501_042450012.dwg, CE-503, 12/2/2020 5:33:18 PM, RAMoore
FI
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SCALE: NTSANCHORAGE FOR FRAMES 8 SCALE: NTSTRAFFIC BEARING PRECAST DRAINAGE STRUCTURE9
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SCALE: NTSFRAMES AND WIDE SLOT SAG GRATES7I:\04245\0012\80-Drawings\CG501_042450012.dwg, CG-501, 12/2/2020 5:34:06 PM, RAMoore
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SCALE: NTSSTANDARD PIPE TRENCH DETAIL8 SCALE: NTSGUIDELINES FOR BEDDING STORM SEWER CLASS C9
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SCALE: NTSASPHALT TO COCNRETE TRANSITION7 ··“”····I:\04245\0012\80-Drawings\CG501_042450012.dwg, CG-502, 12/2/2020 5:34:18 PM, RAMoore
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I:\04245\0012\80-Drawings\CG501_042450012.dwg, CG-504, 12/2/2020 5:34:27 PM, RAMoore
FI
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TRACER WIRE DETAIL5 SCALE: NTSC.O.W. PAVEMENT REPAIRS - UTILITY CUTS8
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SCALE: NTSVALVE DETAIL7
CU
-
5
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N/
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CF
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I:\04245\0012\80-Drawings\CU501_042450012.dwg, CU-501, 12/2/2020 5:34:44 PM, RAMoore
CU
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I:\04245\0012\80-Drawings\CL-501_042450012.dwg, CL501, 12/2/2020 5:35:58 PM, RAMoore
POND 1MAINBAY
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STORM ELEVATIONSWET POND1.5" DEPTH = 27.60'DESIGN STORM1-YEAR = 28.76'2-YEAR = 29.06'10-YEAR = 29.67'25-YEAR = 30.22'50-YEAR = 30.75'100-YEAR = 31.24'NOTESEE PLAN/PROFILE SHEETS FORSTORM DRAINAGE INFORMATION.
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OUTLET STRUCTURESEE DETAIL, THIS SHEETEMERGENCY SPILLWAYEL = 31.0'3:1 SLOPERIPRAP OUTLETPROTECTIONSEE DETAIL, THIS SHEET TOP OF POND
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DRAINAGEEASEMENTI:\04245\0012\80-Drawings\CN-501_042450012.dwg, CN-501, 12/4/2020 12:53:09 PM, RAMoore
POND 2MAINBAY149148147146145144143142141140139 156 157 158 159
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FOREBAY
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0SCALE 1" = 30'60'30'30'
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STORM ELEVATIONSWET POND1.5" DEPTH = 32.51'DESIGN STORM1-YEAR = 33.10'2-YEAR = 33.49'10-YEAR = 33.90'25-YEAR = 34.05'50-YEAR = 34.18'100-YEAR = 34.38'NOTESEE PLAN/PROFILE SHEETS FORSTORM DRAINAGE INFORMATION.
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I:\04245\0012\80-Drawings\CN-502_042450012.dwg, CN-502, 12/4/2020 12:53:13 PM, RAMoore
TLANDS
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3
MA
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B
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404WETLANDS 167166 168 169
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0SCALE 1" = 30'60'30'30'
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STORM ELEVATIONSWET POND1.5" DEPTH = 34.51'DESIGN STORM1-YEAR = 35.23'2-YEAR = 35.71'10-YEAR = 36.32'25-YEAR = 36.50'50-YEAR = 36.67'100-YEAR = 36.84'NOTESEE PLAN/PROFILE SHEETS FORSTORM DRAINAGE INFORMATION.
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OUTLET STRUCTURESEE DETAIL, THIS SHEET
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RIPRAP OUTLETPROTECTIONSEE DETAIL, THIS SHEET
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3
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RIPRAP OUTLETPROTECTIONSEE POND 2 DETAILSHEET
POND 4MAINBAY 404WETLAND
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STORM ELEVATIONSWET POND1.5" DEPTH = 34.52'DESIGN STORM1-YEAR = 35.70'2-YEAR = 36.22'10-YEAR = 36.58'25-YEAR = 36.77'50-YEAR = 36.89'100-YEAR = 36.96'NOTESEE PLAN/PROFILE SHEETS FORSTORM DRAINAGE INFORMATION.
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OUTLET STRUCTURESEE DETAIL, THIS SHEETEMERGENCY SPI
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EL = 36.80'3:1 SLOPERIPRAP OUTLETPROTECTIONSEE DETAIL, THIS SHEET
PL
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4
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WETLAND BUFFERDRAINAGE EASEMENT