NCC223084_Site Plan or Location Map_20220831

CIRCLE
DRIVE
ASITE
NC 210 N
IN
6E \
NS�N
\q0
VICINITY MAP
NOT TO SCALE
NORTH ---E --�
LEGEND:
EIP 00 EIP-EXISTING IRON PIPE
EPKO EPK-EXISTING PK NAIL
ERB
0 ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
CMP - CORRUGATED METAL PIPE
RCP - REINFORCED CONCRETE PIPE
HW - HEADWALL
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
- - - - -SETBACK LINE
- WETLANDS
EDGE OF WATER
PERMANENT EASEMENT
X FENCE LINE
S SIGN
PP. UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
N WATER VALVE
FIRE HYDRANT
S� SANITARY SEWER MANHOLE
WATER SURFACE N/F
JBS'S COMPANY, LLC
DB 2132, PG 106
PB F, PG 552C
N /F
ALEX & EVANDER BALLENTINE
DB 253, PG 160
1/2„
ERB
\1 \?? / I N/F I
RODNEY E. McGEE &WIFE,
N/F ANGELA J. McGEE
`♦ �� EDWARD J. BOWDEN & WIFE, I \ DPB2138 PP 1474 I ' CHARLOTTE ROSE B. BOWDEN I I ' I
DB 533, PG 90
` PB 15, PG 5 EIR (BENT)
5/8 �J C3 N?fhjANGLE ■
ER�IRON WITNESS ■
A 0 ` 50 ❑
s3 G�1 I
5,322 SF
33 \ / 49 N/F j
'� • •. S 5,818 SF % CREO M. McIVER, II & WIFE,
- /
1 • . O (0.13 AC) BENITA H. McIVER
�.`�`.`.`.�•�-�- i Z DB 805, PG 330 N/F
♦ „ � � • �'� � 48 ALCOLM DAVID WATSON &WIFE,
/ 6,014 SF ■ MARIE COATS WATSON
2
` �� ■
,WETLANDS`..`. `%0-1
(0.14AC) DB 871, PG 749
fi'.15 SF
`�♦ 1 46
6 404 SFAC
4s ♦ ■
II I -6,018 SF J I
I 0 ♦ I 44 � + ■
5.819 SF
-(0. . _■ . -
EXISTING
.13 AC)
SITE NOTES POND_ 43 x- / ERB
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE 0 T Ecs x� x
5,328 SF U O000OOG000000000000.....00GOOPpOGPGPOP
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO (,32 SF m
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL 4z o
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL SF
s6 ss s4 (0.12 �) I Q m
DAMAGE INCURRED TO EXISTING UTILITIES DURING >
5,638 SF 5,285 SF 6,753 SF \ ' 41 ~
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL (0.13 AC) (0.12 AC) (o.1s Ac) O , >
CONTRACTOR'S EXPENSE. I 5,250 SF J 3
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. I I (0.12 AC) I J I 39 38 37 36 35 34 33 32
3. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL ' 0 40 I Q I 6,fi26 SF 5,460 SF 5,460 SF 5,460 SF 5,460 SF 5,460 SF 5,460 SF 5,460 SF�a + 60 61 62 63 64 65 66 67 68 69 70 71 72 73
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER J � (0.15 AC) (0.13 AC) (0.13 AC) (0.13 AC) (0.13 AC) (0.13 AC) (0.13 AC) (0.13 AC) �� .r
FEDERAL ADA AND LOCAL REQUIREMENTS. 5,250 SF J U
(0.12 AC)a Q J
4. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE '' ' U m ■ _,_I
FACE OF SIDEWALK UNLESS OTHERWISE NOTED. i
5. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. BEGONIA STREET 0 �. o
6. PARKING STALLS MUST BE STRIPED WITH A 4 INCH 50' PUBLIC R/W (27' BC TO BC)
CIRCLE DRIV
O BC TO
BC) SO
i PUBLIC R/W (27'
5/8„
ERB
I
N/F
\WES
P. O'BRIEN & WIFE,
JULIA M. O'BRIEN
DB 1578, PG 514
PB C, PG 160A
5/8" /8"
------ ERB RB
U
51
ER
5,250
I �
I I I
I I
I ! ITBM
4D DISK #1
N 640,966.035 -
E 2,081,389.279
ELEV 326.40 I
NC GRID NAD 83
(2011)
'( NAVD 88 I
5/8„ \ \
ERB \
I
CONTRASTING STRIPE (YELLOW ON CONCRETE AND YELLOW
OR WHITE ON ASPHALT PARKING LOT).
7. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY
BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE
BACKGROUND OR A WHITE SYMBOL ON A BLUE
BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE
THE INSTALLATION OF THE PROPER SIGNAGE. s7 s8 s9
8. ALL PARKING SPACES ARE TO BE LAID OUT IN
5,928 SF 5,394 SF 6,511 SF
ACCORDANCE WITH THE SITE PLAN DIMENSIONS. (0.14 AC) (0.12 AC) (o.1s Ac)
I
/
9. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
I
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
10. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER TOWN s/a"
ERB
OF ANGIER AND STATE REGULATIONS. -
I
I /
C
C
21
I6,626 SF
(0.15 AC)
I
25
7,276 SF
(0.17 AC) I
22
23
24
5,460 SF
(0.13 AC)
5,460 SF
(0.13 AC)
4160 SF
(0.13 AC)
coI' 20
'6,626 SF
(0.15 A')
16
7,276 SF
(0.17 A I)
0
19
5.4611 SF
(0.13 AC)
18
5.4611 SF
(0.13 AC)
17
5.4611 SF
(0.13 AC)
SITE DATA
DEVELOPER
CAROLINA LAND
GROUP, LLC
MAILING ADDRESS
341 KILMAYNE DRIVE - SUITE 201
CITY, STATE
CARY, NORTH CAROLINA
PIN NUMBER
0683-19-2678
0684-10-3784
0684-10-5183
0684-20-7231
TOWNSHIP
BLACK RIVER
TOTAL SITE ACREAGE
49.25 AC
ACREAGE TO BE DEVELOPED
49.25 AC
ZONING
PUD
EXISTING USE
UNDEVELOPED
PROPOSED USE
MEDIUM DENSITY RESIDENTIAL
DISTURBED/DENUDED AREA
42.33 AC
SETBACKS REQUIRED:
SINGLE FAMILY
TOWNHOME
FRONT
20 FT
20 FT
CORNER SIDE
15 FT
10 FT
SIDE
5 FT
5 FT
REAR
20 FT
10 FT
OPEN SPACE REQUIRED:
TOTAL REQUIRED (20%)
429,095 SF
USEABLE SPACE REQUIRED
(10%)
214,548 SF
TOTAL PROVIDED
619,546 SF
USEABLE SPACE PROVIDED
248,016 SF
m
F- i 26 27 28 29
m I6,626 SF 5, 460 SF 5,460 SF 5,460 SF
(6.15 AC) (0.13 AC) (0.13 AC) (0.13 AC)
O
0
J U
m
d I 15 14 13 12
6,626 SF 5,460 SF 5,460 SF 5,460 SF
00 (0.15 AC) (0.13 AC) (0,13 AC) (0,13 AC)
(F
0° BLUEBELL STREET
z 50' PUBLIC R/W (27' BC TO BC)
J m
/
r
W N
Z
N/F
JEFFERY B. STEPHENSON
DB 3198, PG 802
PB 2001, PG 853
0
Z J
m
1
6,626 SF
I (0.15 AC)
z
5,460 SF
(0.13 AC)
3
5,460 SF
(0.13 AC)
4
5,460 SF
(0.13 AC)
s
5,460 SF
(0.13 AC)
6
5,460 SF
(0.13 AC)
7
5,460 SF
(0.13 AC)
8
5,460 SF
(0.13 AC)
9
5,460 SF
(0.13 AC)
10
5,460 SF
(0.13 AC)
11
5,460 SF
(0.13 AC)
f1
I
0
u,
1"
EIP EXISTING
PP
.I `
274 273 272 271 27C
30 31
5,460 SF 5,460 SF
0.13 AC f0.13 AC
i . . ., o
I.. ... `03
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�W
• ETLANDS' }� 0E
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00.
--- - - --
0
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EIP
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J.
HOSTA WAY
LIC R/W (27' BC TO BC
N/F
YVONNE Y. GREGORY
DB 1398, PG 286
PB 2007, PG 976
BLOODROOT STREET
PUBLIC R/W (27' BC TO BC
�I 0 If1
3"
EIP
I 145
'► 146
r I
�` 147
♦�.
! ♦ PP PP PP '_PPPP
.♦
.,
`%
WETLANDS, `, `. `. `. `.♦
EXISTING
� i I -BEAM
'Ti
♦"
.i
� J
� � I
o /
/ EXISTING
POND
v/.
❑ r
I 211 \
212 ; s \ I
213 ♦` \ � � �
% -
I "PPP "PPP "PPP " �'�. �+`�• � ,
EIP
(LEANING)
1
m
u0
uC)
t_ m
A T-
u�
= 3
u�
U m
J
N/F
YVONNE Y. GREGORY
DB 1398, PG 286
PB 2007, PG 976
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
26.76
118.32
N80'30'00"E
26.71
C2
39.27
25.00
S22°05'51 "W
35.36
C3
5.73
625.00
S22°38'25"E
5.73
C4
42.01
625.00
S20°27'08"E
42.00
C5
42.01
625.00
S16°36'04"E
42.00
C6
42.01
625.00
S12`45'01"E
42.00
C7
42.06
625.00
S08`53'48"E
42.05
C8
42.01
625.00
S05°02'36"E
42.00
C9
42.01
625.00
S01 *11'32"E
42.00
C10
6.24
625.00
S01 °01'10"W
6.24
C11
39.27
25.00
S43`41'40"E
35.36
C12
39.27
25.00
N46°18'20"E
35.36
C13
118.76
255.00
S14°38'50"W
117.69
C14
39.27
25.00
S43°41'40"E
35.36
C15
39.27
25.00
N46°18'20"E
35.36
C16
39.27
25.00
N43°41'40"W
35.36
C17
39.27
25.00
N46°18'20"E
35.36
C18
39.27
25.00
N43°41'40"W
35.36
C19
39.27
25.00
N43°41'40"W
35.36
C20
39.27
25.00
S46°18'20"W
35.36
C21
39.27
25.00
S43`41'40"E
35.36
C22
39.27
25.00
S46°18'20"W
35.36
C23
39.27
25.00
N43°41'40"W
35.36
C24
39.27
25.00
N46°18'20"E
35.36
C25
39.27
25.00
N43°41'40"W
35.36
C26
39.27
25.00
S46°18'20"W
35.36
C27
39.27
25.00
S43°41'40"E
35.36
C28
39.27
25.00
S46°18'20"W
35.36
C30
40.17
25.00
N47`22'38"E
35.99
C31
39.27
25.00
N43°41'40"W
35.36
C32
7.03
49.00
N84°35'09"W
7.02
C33
69.94
49.00
N39°35'09"W
64.15
C34
69.95
49.00
N42°11'56"E
64.16
C35
46.01
49.00
S70`00'31"E
44.34
C36
20.39
49.00
S31 *11'13"E
20.25
C37
30.29
25.00
S53°58'46"E
28.47
C38
39.27
25.00
N46°18'20"E
35.36
C39
242.94
575.00
N10°47'55"W
241.14
C40
22.12
75.00
S14`27'14"E
22.04
C41
37.97
25.00
N4930'37"W
34.42
C42
39.27
25.00
S46°18'20"W
35.36
C43
39.27
25.00
N43°41'40"W
35.36
C44
39.27
25.00
N46°18'20"E
35.36
C45
39.27
25.00
S43`41'40"E
35.36
C46
39.27
25.00
S46°18'20"W
35.36
C47
39.27
25.00
N43°41'40"W
35.36
C48
39.27
25.00
N46°18'20"E
35.36
C49
39.27
25.00
S43'41'40"E
35.36
C50
39.27
25.00
S46°18'20"W
35.36
C51
39.27
25.00
N43°41'40"W
35.36
C52
39.27
25.00
N46°18'20"E
35.36
C53
39.27
25.00
S43°41'40"E
35.36
C54
39.27
25.00
S46°18'20"W
35.36
C55
39.27
25.00
N43°41'40"W
35.36
C56
39.27
25.00
N46°18'20"E
35.36
C57
39.27
25.00
S43°41'40"E
35.36
C58
38.41
25.00
S42°42'25"E
34.74
T-POST y j ,� ` WB `CN UVV / x -
I k ■ T-POST
�I EIR ERB ERB v SO
tU
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1C I
I 12 `� I--.1 a N
GREGORY FAMILY PROPERTIES, LLC -
II DB 3741, PG 692 I N/F I GEORGE STANLEY ROYAL N/F
I
PB C, PG 76B I GREGORY FARM PROPERTIES, LLC LADISLAV MICHALKA & WIFE,
TRACT 1 OF & WIFE, ALZBETA MICHALKA
MICHELLE LATRONE ROYAL
DB 2952, PG 625 DB 2462, PG 367
PB 2007, PG 898 DB 3612, PG 515 PB 2007, PG 898
/ i -• 5/8„ PB 2007, PG 898
Nn2 0
- �� - ( N12 x - X EIR -
_
Pam- --- - - - -- ----- __ _ _ __ - - __ __ z
_ Po
-- ---�_- P --T PP NC210N -- -_ _- -- [If
60' PUBLIC R/W (35' BC TO BC) U
- --
LANDSCAPING NOTES:
1. ONE LARGE CANOPY TREE REQUIRED PER SINGLE-FAMILY RESIDENTIAL LOT, TO BE PLANTED IN THE FRONT YARD
OUTSIDE OF RIGHT-OF-WAY. TWO SMALL MATURING TREES (CREPE MYRTLES PREFERRED) MAY BE USED IN LIEU ❑
OR LARGE CANOPY TREE UNDER OVERHEAD UTILITY LINES.
2. HEIGHT AND SPREAD OF TREE SPECIMEN SHALL MEET REQUIREMENTS GRAPHIC SCALE
OF THE AMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STANDARD
FOR NURSERY STOCK. 100 0 50 100 200 400
3. DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK. KEEP MULCH A MIN. OF 4" AWAY FROM THE TRUNK
BASE.
*THIS LANDSCAPING PLAN IS THE MINIMUM REQUIRED TO MEET WITH THE TOWN OF ANGIER LIDO. THE OWNER OR ( IN FEET )
DEVELOPER IS ENCOURAGED TO CONSULT WITH A LANDSCAPE ARCHITECT IN ORDER TO DEVELOP A PLAN THAT IS
MORE IN DEPTH THAN THE MINIMUM REQUIREMENTS. THIS PLAN IS FOR PERMITTING PURPOSES ONLY. 1 inch = 100 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
IICARO �%
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• 4� SEA
• 0274
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12-15-21
REVISIONS
ISSUED FOR CONSTRUCTION
12-15-21 TOWNHOME DRIVEWAYS WIDENED
1 & WATER/SEWER LATERALS SHIFTED
PROJECT NAME
SPRING
VILLAGE
OVERALL
SITE PLAN
CLIENT
CAROLINA LAND
GROUP, LLC
341 Kilmayne Drive - Suite 201
Cary, North Carolina 27511
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN/CALEB
DRAWN BY:
SEAN/ CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1633
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE RELEASED
J U LY 6, 2021
SHEET NUMBER
G2.0