NCC223086_Site Plan or Location Map_20220831

VICINITY MAP
NOT TO SCALE
LEGEND:
E"Z ECM -EXISTING CONCRETE MONUMENT
ECSO ECS-EXISTING COTTON SPINDLE
EIP Oa EIP-EXISTING IRON PIPE
EIR Oa EIR-EXISTING IRON ROD
EPK
RB0 EPK-EXISTING PK NAIL
ERB
ERB-EXISTING REBAR
ERSO ERS-EXISTING RAILROAD SPIKE
c COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
- oPL - - -OLD PROPERTY LINE
ADJACENT PROPERTY LIN
RIGHT-OF-WAY
SETBACK LINE
ss SANITARY SEWER LINE
FM FORCE MAIN LINE
SD STORM DRAINAGE
w WATER LINE
// OVERHEAD UTILITY
----------EDGE OF WATER
WETLANDS
PERMANENT EASEMENT
X WIRE FENCE
❑ ❑ WOODEN FENCE
�1r' 1r' 1. TREELINE
/ N/F /
ANGELA MARIE NORRIS &HUSBAND,
ROBERT LEE NORRIS JR.
/ DB 3804, PG 126 /--�
PC C, SLIDE 121-D 3 i
f\ 30
N/F
TRICIA G. CARSON-MYERS
DB 2756, PG 265
PC F, SLIDE 199-C
TEMPORARY CONSTRUCTION
EASEMENT AREA: -902 SF
GF- BPS 9/G
9
CV
O
f\29
N/F
JOSEPH A. HARDIN & WIFE,
MAUREEN C. HARDIN
DB 2148, PG 89
E PC F, SLIDE 199-C
300 MAJOR CONTOUR
291 MINOR CONTOUR /
x 298 47' SPOT ELEVATION /
BENCHMARK
�28;
N/F
JOHN B. HARRISON & WIFE,
WAYNETTE W. HARRISON
DB 1544, PG 229
PC F, SLIDE 199-C
SICK SIGN
26
M� MAILBOX
-�
pp UTILITY POLE
PABLO MENDOZA-ACOSTA & WIFE,
C GUY WIRE
EURICE CERVANTES SANCHEZ
❑T TELEPHONE PEDESTAL
DB 2204, PG 938
w
PC F, SLIDE 199-C
D4 WATER VALVE
FIRE HYDRANT
0 WATER METER
CS) SANITARY SEWER MANHOLE
HARDWOOD TREE
PINE TREE
RIP RAP
ASPHALT
CONCRETE
0 SOIL
WATER
WETLANDS
25
N/F
AARON JOSEPH COCKRELL & WIFE,
KATLYN B. COCKRELL
DB 3694, PG 177
PC F, SLIDE 199-C
m
m
--� o
( 8 1
' 5/8"
N/F ERB
SAMUEL JAMES PORTER & WIFE, /'
ASHLEY BROOK PORTER /
DB 3601, PG 384
PC F, SLIDE 199-B
SITE NOTES
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
3. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
FEDERAL ADA AND LOCAL REQUIREMENTS.
4. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE
FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
5. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
6. PARKING STALLS MUST BE STRIPED WITH A 4 INCH
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.
8. ALL PARKING SPACES ARE TO BE LAID OUT IN
ACCORDANCE WITH THE SITE PLAN DIMENSIONS.
9. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
10. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER TOWN
OF ANGIER AND STATE REGULATIONS.
/ N/F
JOSEPH N. DAS & WIFE,
/ ALISHA C. DAS
DB 1034, PG 792
PC C, SLIDE 121-D
=_/ 1 /
� 6 /
N/F / 5
RAY K. PLEASANT
DB 1110, PG 677 N/F
PC F, SLIDE 199-B JAMES ALTON SPENCE & WIFE,
MELINDA ALLEN SPENCE
DB 3295, PG 332
I PC F, SLIDE 199-B
/
r 2 �I
N/F
PHEANIE VONG & HUSBAND,
EMILIO A. DOMINGUEZ
DB 3734, PG 71
PC C, SLIDE 121-D
sg \ \ 1 /2"
\\ p
('4�1
N/F
DARYL E. JONES & WIFE,
FATMA BETUL JONES
DB 2686, PG 463
PC F, SLIDE 199-B
F.
0
P5>>19
SITE DATA
DEVELOPER
CAROLINA LAND GROUP,
LLC
MAILING ADDRESS
341 KILMAYNE DRIVE -
SUITE 201
CITY, STATE
CARY, NORTH CAROLINA
27511
PIN NUMBER
0673-65-9280.000
0673-75-1766.000
TOWNSHIP
BLACK RIVER
TOTAL SITE ACREAGE
19.10 AC
ACREAGE TO BE DEVELOPED
19.10 AC
ZONING
PUD
EXISTING USE
UNDEVELOPED
PROPOSED USE
RESIDENTIAL
DISTURBED/DENUDED AREA
16.61 AC
SETBACKS REQUIRED:
DSF TH
FRONT
20 FT 20
FT
SIDE
5 FT 0
FT
CORNER SIDE
15 FT 10
FT
REAR
20 FT 10
FT
OPEN SPACE:
REQUIRED
0 SF 0 AC
PROVIDED
203,601 SF 4.67 AC
/
/
/
/
/
/
N/F
/ MELVIN L. WHITE & WIFE,
ANGELA M. WHITE
/ DB 3685, PG 100
PC C, SLIDE 121-D
374 52, 3„W 350.5/
I
I
I
I
(' 2 \1
N/F
JOSE S. CRUZ & WIFE,
DAYCI R. RODRIGUEZ
TRACT 2 OF
DB 3424, PG 295
PB 99, PG 422
NC GRID NAD 83 (2011)
44)
s
A
m
CD
O
y
o�
SN
r 9
N/F
DONNA VAUGHAN SPRINGLE &
r 8
N/F
PEGGY VAUGHAN HARDISON
r 7
NN_FF /
I nAIAIA VAII�U Ani cMMI nine r
( 6 1
N/F
SANDRA VAUGHAN STEPHENSON
ERS
�I
1
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
34.24
25.00
S57°02'42"E
31.62
C2
5.03
25.00
S12°02'42"E
5.03
C3
39.27
25.00
N38`43'24"E
35.36
C4
39.27
25.00
N51°16'36"W
35.36
C5
39.27
25.00
N38°43'24"E
35.36
C6
25.78
205.00
N87`19'32"E
25.76
C7
39.16
25.00
S44`11'57"E
35.28
C8
31.93
25.00
N40`49'32"E
29.80
C9
5.90
25.00
N84°10'09"E
5.88
C10
22.45
255.00
N88°24'20"E
22.44
C11
9.61
255.00
N84`48'12"E
9.61
C12
41.12
25.00
N49`09'07"W
36.64
C13
88.81
975.00
S00`34'55"W
88.78
C14
60.49
975.00
SO4°58'08"W
60.48
C15
46.00
975.00
S08°05'53"W
46.00
C16
46.00
975.00
S10`48'05"W
46.00
C17
46.00
975.00
S13`30'18"W
46.00
C18
30.77
25.00
N50`07'16"E
28.87
C19
59.10
50.00
S51°31'18"W
55.72
C20
25.27
50.00
S03°10'49"W
25.00
C21
25.27
50.00
S25`46'29"E
25.00
C22
20.14
50.00
S51 `47'21 "E
20.00
C23
25.27
50.00
S77`48'13"E
25.00
C24
25.27
50.00
N73°14'28"E
25.00
C25
25.27
50.00
N44°17'10"E
25.00
C26
13.05
50.00
N22`19'58"E
13.01
C27
32.03
1025.00
N13`57'41"E
32.03
C28
40.00
1025.00
N11°56'54"E
40.00
C29
40.00
1025.00
N09°42'44"E
40.00
C30
40.00
1025.00
N07°28'34"E
40.00
C31
40.00
1025.00
N05`14'24"E
40.00
C32
40.00
1025.00
NO3`00'14"E
40.00
C33
77.26
1025.00
N00`16'24"W
77.24
C34
37.59
25.00
S40°38'43"W
34.15
C35
39.27
25.00
S51*16'36"E
35.36
C36
5.03
25.00
N00`30'29"W
5.03
C37
34.24
25.00
N44`29'31"E
31.62
C38
39.27
25.00
N51`16'36"W
35.36
C39
39.27
25.00
S38°43'24"W
35.36
C40
39.27
25.00
S51*16'36"E
35.36
C41
39.27
25.00
N38`43'24"E
35.36
C42
39.27
25.00
S51`16'36"E
35.36
C43
41.89
25.00
N35`43'14"E
37.16
C44
36.65
25.00
N54°16'46"W
33.45
C45
39.27
25.00
S38°43'24"W
35.36
N/F
GERTHA ADAMS MANGUM
DB 828, PG 747
25' I W o68 p� o• �, 70 (l _ A 10' TYPE C BUFFER
0 5' MULCH �l 3 Sp t o z
WALKING PATH00 I 3 SP 1 w�No g7
POCKET PARK 1 28' - o M o
1 w SIP - o.
10 BUILDING SETBAC 20 00' 32.00'
Co
rn 1 1 p, 9' +� U �= 0 66 D o• 20.00' 20.00' 20.00'
A
1 I o N 30.00 20.00 w 162.00 N
N06�1636'
�17w N PARALLEL I o D 65 o A B�-" 1/2" 5 SIDEWALK HC RAMP S83°43'24"W�o OPEN 24' w 18.5' I 1 MAIL KIOSK �� a, i o 42.00} `"11's3 E 14g g6 EIP
SPACE 18.5 `cQ _ . N12�6 5� �5� 10 64 0 1 /2 S12' 1 T
o O Is
24" SPILL I �� o I EIP \
CURB (TYP) I
1 P2 ug WAY 10 BC� S06'16 36'E 100.00' I _ Z N/F
cNn �' gig /W t;28' BC 00 20' DRAINAGE �. PATSY ADAMS MATTHEWS
�s 0 0, PUBLIC 1o�P� oo' 2p p0' 30 EASEMENT 0 w ESTATE 96E, PG 126 I
�rV 5 2o.00' Z I w DB 933, PG 548
24" STD. 1 N12'16 3-0).0° n
CURB w 1 o p0, 20 00' 30 ° . POCK PARK o /AYSTAGGERED I ROW SOFELARGE TREES, \
1/2" & GUTTER 20.0° 2 DICK 20' DRAINAGE N SPACED NOT MORE THAN 30 FEET APART &
ERB -30 p0, 1 G SE1BA EASEMENT 62 63 m TO BE RELOCATED I A ROW OF EVERGREEN SHRUBS PLACED NOT,
\ BUILDIN J 60 61 a BY OTHERS MORE THAN 4 TO 6 FEET APART
4L, o o a 59 o AXLE
o• rn•y z DRAINAGE 0 U. o N84°25'22"E N/F
1�. 58 0 0t CYNTHIA ANN ADAMS WALKER
EASEMENT 57 0.
it a - 19.24 & HUSBAND,
So8`o8'16,,E 108.50' i-gym 0 54 55 56
20.00' 30.00' BUFERA. A 'ERe JAMES B 933,KPG 546LKER
DEAL CEMETERY 20.00 20 00 _20'TE I
N/F r o G SO CK 30.00 3°p0 S,V 56 E 12 1RB ERB O 1/2 N/F 1 3
\ '� ` 16A ` 371. ` '1/2'EIP JAMES FRANKLIN WALKER &WIFE, I �
BARBARA A. BUTTS & -0 o. gU1 °o1N o,00 20 00' AN12.16,56"\N 24p.001 " 161 2 _r CYNTHIA ANN ADAMS WALKER
DORIS McLEOD HEIRS o p0, 2° ERB ,c}� l; /2 DB 965, PG 90 1/2"
\ESTATE 96E, PG 126 0 30. o �7/ N ERe ERB I PP
PB 2015, PG 326 0• m I
N12`l4'35"W 1 �1E/R2� O
\ 7.98' ' ✓� B \ JAXLE 1 I a
v
1/2"
1 � � 2"
�
\
\
2
1
\
'ER6
N/F
ROY LEE ADAMS, JR. & WIFE,
\ ERB
N/F
1
1/2�
ERB O \
\ NANCY MAURINE ADAMS
\
BARBARA A. BUTTS &
1
�
EIP
PARCEL 1 OF
DORIS McLEOD HEIRS
f�--�1
A
DB 966, PG 901
1
ESTATE 96E, PG 126
\ \
\
N/F
PB 2021, PG 172
F
\
DORIS ADAMS MCLEOD & HUSBAND,
I
I
RALPH ERNEST McLEOD
\ JOSEPH WE/&WIFE,
\
N/F
DB 966, PG 895
I
DEBRA WEIS
\
ROY LEE ADAMS, JR. & WIFE,
1/2"`
3539, PG 459
NANCY MAURINE ADAMS
\DB
DB 966 PG 898 \
PARCEL 2 OF
ERB
PB 2015, PG 326
\ \
DB 966, PG 901
\
'/2„
ERB � - -
GRAPHIC SCALE
\60
0
30 60 120
2
WAY 55
ERB
\
N6o P gLIC RIW
( IN FEET )
1'-
/2"
1 inch = 60 ft.
ERB
240
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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06••;
V1,N; R .IS e \§
61•C)5U
REVISIONS
I ISSUED FOR CONSTRUCTION
12-16-21 TOWNHOME DRIVEWAYS
Q WIDENED & WATER/SEWER LATERALS
ADJUSTED
7-5-22 WALKING TRAIL RECONFIGURED
6 & EXISTING CULVERT EXTENDED.
PROJECT NAME
COTSWOLD
SITE PLAN
CLIENT
CAROLINA LAND
GROUP, LLC
341 Kilmayne Drive - Suite 201
Cary, North Carolina 27511
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1728
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
OCTOBER 5, 2021
SHEET NUMBER
G2.0