SW6210402_Plansheet C-2.0 - Site Plan_20210504

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AO D p \K `
9� J SITE NOTES \ I I I I
= U
a 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE Q\ \ \ 1/2"
U EXISTING FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE 1/`2"
T POST SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO ERB \ EPK _ I I1/2" I
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED N24°57'43"E r- ERB
TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE 30.25' Sal 29'03" -- GENERAL CONTRACTOR'S EXPENSE. \ E 19j•45 � - - - -
%%%
TE 2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
S I iiiiiiiiiiiiiiiiiiiiiiiiiiiii�/IIII �,` _ S87°49'35"E
,. EPK ,. 8.38' TIE
3. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 1/2" °"""""'
S8T49'35"E 317.01' ,,,,,,,,
4. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ERB ! ,- ., ,,,,, •EPK SR 1461 (KOONCE ROAD)
/ STATE AND LOCAL LAWS AND REGULATIONS. .,.,., `"" 60 R/W
PUBLIC
5. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HOKE COUNTY AND STATE R=461.06' - o
O -o� _ _ _ _ _ S8T49'35"E 338.17 TOTAL w
REGULATIONS. ;
o0o CHORD R11 L $72.61
17 24.56' 91.00 - - _ _ _ N88'19'44"W 158.21' TIE
247.1 T
P�G� o S76°102.24' CHORD CHORD _
' 1" I
L=57.35' ! ECM
S83°18'22"E (PINCHED)ECM
w '
24.56' S85'59'43"E .a ��
� r � �, � 67.34' 1
r 0 2 N 27 IN �I 28 w o0
v o -
20,534 SF N0.47 AC 22,885 SF
z o NORTH 0.53 AC M
N/F rnw 1
COURTNEY SCOTT WILLIAMS ro' Ast•�� CO o0 F. N 1
DB 1084, PG 606 �� 9' z tK
S9 �3\ 31,638 SF / { 0
VICINITY MAP PC 4, SLIDE 4-66, MAP 004 0 / � 0.73 AC ��oo`L�' 1 N N/F 1
N \ N87°49'35"W 1
NOT TO SCALE \� - - / / o JAMES D. BRYANT, III &WIFE, 1
cV 51.62' y RACHEL DIAZ I
E 1,974,475.528
' C3j \ DB 1242, PG 270
NC GRID NAD 83 1/2" /..e.,„ -... � � � • � 1
LEGEND:
(2011) ERB j cry w ....r r
/ 26
r �
EIP
EC'Z ECM -EXISTING CONCRETE MONUMENT 5• / 1
h,.
S7 20,296 SF
OO EIP-EXISTING IRON PIPE m 13" 0.47 AC C '
EIR (0 EIR-EXISTING IRON ROD "� 185.58' 249.35' w 30
�'" 3 S87'5T14"E ai
EPK TOTAL 24,364 SF
1" EIP 50.61' 1
O EPK-EXISTING PK NAIL `' J \ 0.56 AC (PINCHED) O
ERGO ERB-EXISTING REBAR 5/8 G� • ��' EIP o
63.
W
sRBO SRB-SET REBAR,, zo
S87°12'04"E 470.62' TOTAL
580'
/ 52.52' ��.. ���„�
1
a 12
COMPUTED POINT � 100.00
e. ,
s/6, o_ ;v
N/F - NOW OR FORMERLY 100.00' 132.31' ERB O / .� C'��V '\0
- 85.79' / / �R• 'in
R/W -RIGHT OF WAY
PROPERTY LINE L 1
ADJACENT PROPERTY LINE / ��. i° 2> - �'♦ 1
25
RIGHT-OF-WAY �r'�6 r'p N ��
- SETBACK LINE OA, 22,916 SF �z 21,105 SF � 31
OVERHEAD UTILITY N
CIO0.53 AC 16 w �S2 0.48 AC � 1
o w � S),
� 0
N w 7� 7 A 22.759 SF, 0 1
WETLANDS 20,028 SF 1° 0 17 � o 9R, O%y `t �� c> 0.52 AC `
X FENCE LINE 0.46 AC 18
TREE LINE �N N �`r o� o� 19 .o O S79°28'1 "E ,/
_ _ 0 20,000 SF C� N o' O co o / 58.79' I
1"
PPS UTILITY POLE � z 0.46 AC z 20,000 SF o 22,494 SF ,�� 1" EIP %
C GUY WIRE 14 / 1 1 0.46 AC z 0.52 AC �2 20 �� � �- N83'40 21"E EIP ( ) j
„'
PINCHED i.
❑■ WATER METER 23,027 SF.... / 24,226 SF "V
ASPHALT A77 0.53 AC �. 0.56 AC C> 9u�0 151.43�
CONCRETE �o „� /o �N ti� 0 Cn 1
0 WETLANDS 21 l
`IV N 8 -.
e
0 BUILDINGS �. 7°12'04"W 191.32' C' • . - .. _ 10 UTILITY /
- . - .. /w 10' UTILITY Q I
9 32.54' - - - EASEMENT 21,146 SF
UNSUITABLE SOILS v� R35 -- _ - 100.00' - ' - - • - .. - _ / 0.49 AC ho :��EASEMENT
IL - - ' 24.20' \ dory O� 930
o s N '04"W 256.74' T- - - - - _ C20 / � / 0
o S�� I 32 U
SLADE CORNER ROAD \ 70� � " OS2
1
,,,;
22 27,620 SF
`b 50' R/W (PUBLIC) 0 0.63 AC U
60 91,480 SF
o \ 39.20' N87°12'04"W 339.20 TOTAL /�"
20,283 SF � •p0, �+ v
♦♦ �p� - • 100.00, C \ 0.47 AC h 2.10 AC /
• - -- •--- 100.00' ��2 �9 a N/F �� _..-..-..-...-..100.00, 10 O /\ `30 Q
-.. �� ��• 0 � 2 0
TERESA M. KELTON ♦ g`� - • �3�� e� o S89°22'37"E a (0 1
TRACT 1 OF ♦ �1 �... 10' UTILITY �C73 OR;. 23 `� LU `-
DB 932, PG 879 ��1 EASEMENT / o i 181.80' N
DB 128, PG 59 \ 20,283 SF �c�, o
- I
Cb
♦ A 0.47 AC o �!� N o �'
n 9� O,� ro 2 � A j
20' DRAINAGE A \ tis p Q` H m w rn
N52'57'10"W 2. O\ 1 % ril Q "� rr
♦♦ 13 �� EASEMENT A S�� �L� o I W
o 8.26' \R25 70, A 0
27,645 SF R o 3 NI `n o coo 0.63 AC o 12 IN ol. 11 I 0 10 ^ of ��OR, / O ' : 0 o Z c�o� 33 f
\ o� O o / / 27,036 SF I rn O 'L ♦ � 20.000 SF o c� tv I � 01 O p R25 T07. � � A� U) 20,000 SF o c.1 cal 2 9 0.62 AC I W 1°
0.46 AC �.._ 20,000 SF o h 8 q�� W 30,362 SF o
0.46 AC 0.46 AC U) 26,148 SF �0`1 C4 .00 \ io = 0.70 AC .",
sz0.60 AC
cr
CLUSTER BOX AREA
/ �Gj��0 N71°1958E
J
3/8' JO / / \9) N89°22'37"W N70°05'13"W f
\ 75.77' _ - . • - 20_DRAINAGE EASEMEN J 89
•' Q- y� �. 2119'
:\
100.00' I i'10' UTILITY \
� � \ � N 22 37 W 65.00
EIR 100.00' - '`"' 100.00' / G`G R35 10 / EASEMENT
_ 22.37' " ` _
- - .. �G��/ V0
105' -
21.19
N87°12'04"W 175.77' TOTAL
� 65' .. R 5 1 ;
- N87°12'04"W 200.00' TOTAL �63b6 , 25 R2 --
,y1
N 446,823.461
E l,974,300.032 % 43 R35 �7' 03.39' 1
N89°22'37"W 1
NC GRID NAD 83 _ _ _ 06. U -�- -----------
(2011) y N/F y 4'X8' KIOSK N89°22'37"W
WOODHAVEN PARTNERS, LLC ,_PAD 22.37' r> i30,
0 �
DB 1240, PG 929 S
20,726 SF C2 co
PC 4, SLIDE 4-67, MAP 003 20' DRAINAGE 10) 48' 12? 0.48 AC N89°22'37"W 11 1 5.00 TOTAL
EASEMENT 7970 � V - C1 Rgd
6, .... Iv �g, F - - - .. - .. 107.00) - .. 1/2" N89°22'37'W 221.11' R=25.00 1/2'..
a a 21,676 SF s� /
a S B
0.50 AC
,,.,/ 8.00' L=43.53' 1
ER '
o CHORD 1/2„ 1
SAS, ♦ ',j`N �� �i oo N39°26'58"W ERB S08°5533"W
8 P
� �4$ i � _ _ O \ �. / t� 38.23' 17.43'
y a A a,.,...,.. /
1� � �.,.....�20,141 SF 2 N10 23.79' ERB
P ,
0.46 AC ��� �o o _ 223.79' /
co
r7 i'
` _A 08, 199,875 SF y fin. i 3 o f `f
°
4.59 AC ` 7 Ssz�• /� s� / 26,406 SF /v`n to O n r- 1 N Cn `� �� 00 I
N/F ♦ p r'. 0.61 AC L r-„ c14 o 1
MICHAEL HENDRICKS & WIFE, ♦ �� 21,695 SF I` o N/F /
-y 25,067 SF 3 �'�,. 2 o a d tV 0 21,406 SF M WOO LLC
KAREN SMITH 0.58 AC lio - \6, F / Q • O '``� - /� 0.50 AC o tv 0.49 AC a HAVEN PARTNERS, ERS ^ l
DB 370, PG 432 p� �• �� o DDB 1240,APGN929 y
SLIDE 359, MAP 8� o o
1=,603 SF PB 4117, PG 6 R 572 63'
y o (0.04 AC) L=154.93' o /
\ Ifo 20,149 SF \ / / N TO BE CHORD 0 /
1p, 0.46 AC RECOMBINED
WITH EXISTING N18°054.46
-•--- LOT 1 -
3 5D 0 SR
, ♦ ca � NC T W ,(E SOU
3/8' 8 02 DEDICATION c T o
EIR
^0. 1 /2„ 1 /2„ O��/
124.99' 178.64' 150.22 132.28' 107.00' ERB ERB 1 /2' U'
- - - - r
♦♦ EIR N89°23'23"W 701.15' TOTAL 48.29 ERB
N89 26 15 W
7
„
SITE DATA
DEVELOPER
J&K GENERAL CONTRACTORS
MAILING ADRESS
645 LAURINBURG ROAD
CITY, STATE
RAEFORD, NORTH CAROLINA 28376
PIN NUMBER
494740001055
TOTAL SITE AREA
1,203,831 SF (27.64 AC)
AREA TO BE DEVELOPED
1,203,831 SF (27.64 AC)
CURRENT ZONING
RA-20
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED BUILDING LOTS
33
DISTURBED/DENUDED AREA
7.17 ACRES
OPEN SPACE REQUIRED
120,383 SF (2.76 AC)
OPEN SPACE PROVIDED
291,355 SF (6.69 AC)
SETBACKS REQUIRED:
RA-20
FRONT
30 FT
SIDE
10 FT
REAR
25 FT
N F
'LA�O� ��• MICHAEL IPARRAGUIRRE
TRACT 2 OF
41 DB 969, PG 190
ti
C9
1-E;
N/F
WORTHY KELTON & WIFE,
GRACE KELTON
DB 336, PG 393
SLIDE 359, MAP 8 1/2„
ERB
\EIP
N/F \
MICHAEL IPARRAGUIRRE \
0
m
00
i 0
z
g
01
0
L)
z
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
I inch = 60 ft.
3/4" TRACT 1 OF
EIP DB 969, PG 190 \
O
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
80.20
325.00
N82°18'26"W
80.00
C2
80.20
325.00
N68°10'04"W
80.00
C3
46.20
325.00
N57°01'32"W
46.16
C4
39.27
25.00
S82°02'50"W
35.36
C5
23.33
25.00
S10°18'43"W
22.49
C6
64.51
59.00
S14°54'05"W
61.35
C7
52.66
59.00
S71 °47'34"W
50.93
C8
61.22
59.00
N52°54'48"W
58.51
C9
51.56
59.00
N01°51'01"E
49.94
C10
65.52
59.00
N58°42'08"E
62.21
C11
23.33
25.00
N63°46'57"E
22.49
C12
39.27
25.00
N07°57'10"W
35.36
C13
1 164.38
1 275.00
1 N70°04'37"W
161.94
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C14
46.34
59.00
N64°42'04"W
45.16
C15
46.34
59.00
N19°42'04"W
45.16
C16
46.34
59.00
N25°17'56"E
45.16
C17
46.34
59.00
N70°17'56"E
45.16
C18
81.37
59.00
S47°41'29"E
75.07
C19
34.48
25.00
S47°41'29"E
31.81
C20
66.00
325.00
S81°22'59"E
65.89
C21
80.20
325.00
S68°29'43"E
80.00
C22
48.06
325.00
S57°11'21"E
48.02
C23
174.82
275.00
S71°09'54"E
171.89
C24
39.27
25.00
N45°37'23"E
35.36
C25
281.79
205.00
N38°45'20"W
260.12
C26
37.93
25.00
S58°24'20"W
34.39
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C27
87.38
59.00
S57°22'27"W
79.61
C28
72.61
59.00
N44°56'22"W
68.12
C29
56.83
59.00
N17°54'41"E
54.66
C30
48.06
59.00
N68°50'21"E
46.74
C31
99.17
255.00
S76°41'05"E
98.55
C32
80.33
255.00
S56°31'06"E
80.00
C33
83.65
255.00
S38°05'46"E
83.27
C34
99.56
255.00
S17°30'47"E
98.93
C35
30.93
255.00
S02°51'08"E
30.91
C36
39.27
25.00
S44°22'37"E
35.36
C37
34.93
25.00
N50°36'01"E
32.15
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solutions
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e�ivil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
WOODHAVEN
SUBDIVISION
SITE PLAN
CLIENT
J&K GENERAL
CONTRACTORS
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN/CHRIS
DRAWN BY:
SEAN/CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1721
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
MARCH 1, 2021
SHEET NUMBER
C-200