NCC220772_Site Plan or Location Map_20220216

SITE NOTES
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE 20
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. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. - - E 60.90 ,
4. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH _ - N82.42'00" EPK
STATE AND LOCAL LAWS AND REGULATIONS. \ PP- /' N82.33'04"E 100.03 0 0
5. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HOKE COUNTY AND STATE 1/2"
REGULATIONS. C� ERB 100.p5'
6. NCDOT STOP SIGNS SHALL BE INSTALLED AT ALL INTERSECTIONS WITH STOP / N8o'37'04"E 00"E _ _ _
CONDITIONS. Pa
- INV W 99.48' TOTAL 59.75' N86°57'35"E ERB 1/2 ERB
INV 166.70
S43'_82.33'04" - � - - 3.42' � S24 1166 ►
5 6a, Ngp'11'04'E 252.03' N80-37'04"E g - - 20.00' s 79.48' sza N
c,+ i 1 INV
N p•11'04"E 251�9 sza -rYYYY rn ; ,� COUNTY OF HOKE
_ INV .N8_ - 3 U' 30' UTILITY EASEMENT
SR �406 INV o /166.71 226.92'' 1
ROAD RCP 17 .45 II �` DB 863, PG 686
ROCKFIS R/W (PUBLIC) 24" - m ♦♦� orn PC 3, SLIDE 3-90, MAP 008
I ■�.r■--■ ■ r■ , 60 INV 173.71 R30 �� R30 G� 25.00' ♦�� �►� . r J _ r♦
.. % COUNTY OF HOKE
�-� - -� 25.00' 30' UTILITY EASEMENT
VICINITY MAP 1 VARIABLE UTILITY EASEMENT DB 887, PG 419 ♦ \
- _ - 1 10' OFF CENTER SEWER PC 3, SLIDE 3-99, MAP 006 V ♦♦ �'sz ; 'oo ♦1
NOT TO SCALE
SITE DATA
DEVELOPER
J&K GENERAL CONTRACTORS
MAILING ADRESS
645 LAURINBURG ROAD
CITY, STATE
RAEFORD, NORTH CAROLINA 28376
PIN NUMBER
494550001048
TOTAL SITE AREA
648,453 SF (14.89 AC)
AREA TO BE DEVELOPED
648,453 SF (14.89 AC)
CURRENT ZONING
RA-8
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED BUILDING LOTS
25
DISTURBED/DENUDED AREA
11.1 ACRES
OPEN SPACE REQUIRED
0 SF (0 AC)
OPEN SPACE PROVIDED
203,358 SF (4.67 AC)
SETBACKS REQUIRED:
RA-8
FRONT
30 FT
SIDE
10 FT
REAR
25 FT
All !s �0, \ 24 lb `V
Q_� - \ `S6 V V � 110 28,257 SF �cP. 11' � 11' 11' 11'
50 CALIBER 1 \ I \ 10 091, V V V V V ♦ OF 0.65 AC `� �0.
BARREL \ �/T` ` J�
LO
LEGEND: 2S3 •V .V .V .V .V .V� Q ♦ .V �`
ECM® ECM -EXISTING CONCRETE MONUMENT LO
1 Z FMF ♦♦ .V .V .V .V V .V O
EIP (0 EIP-EXISTING IRON PIPE 1 I VARIABLE UTILITY EASEMENT NT
EIR •. ♦ ♦ �♦ INACCESSIBLE AREA
�10' OFF CENTER SEWER \ . .V .V .V .V ♦ 2\ ,$`� Id/ \l/ \l/ \l/ \l/
(0EIR-EXISTING IRON ROD I C \ ♦ ,T
EEPKRBO EPK-EXISTING PK NAIL 1 i \ ' .V .V V / DUE TO FLOODING
\ ♦ tP �\
O ERB-EXISTING REBAR 1 17 \ ` °0- (P�
sRBO SRB-SET REBAR o I ` 21,716SF \ ♦♦
rn R° ` o. �
o COMPUTED POINT 10
o 0.50 ACCID1
c>7 Z F •cs k0 .V � � � � �
N/F - NOW OR FORMERLY 1 \ "' S654� 00p0 ♦ \V
R W - RIGHT OF WAY 1 z O c+ •.
/ O -1 CC ` S65°47'40"W
PROPERTY LINE REMOVE AND N6S• J `4" 0' O>
REPLACE MAILBOXES 2 22'0g., ♦ 20.00' �
ADJACENT PROPERTY LINE `
-- \
�
RIGHT-OF-WAY \ � � � / , ' \ ♦ � � � \ i . ♦♦ .V .V �sq mil/ �l/ mil/ mil/ .y
- - - - -SETBACK LINE P �o S
OVERHEAD UTILITY -' Lp
' G1 \ ♦ \
WETLANDS t 1 �` �. ♦ \ O ♦ .V .V
X FENCE LINE 1 I \ • \ 25 `� Y 1
oo.
TREE LINE N/F 16 / �� \ o ♦ �� \ 18,000 SF \♦� '1" � � � �
PP
UTILITY POLE WILBERT JULIAN BAREFOOT I 16,079 SF 1 �\. 0.41 AC \
C GUY WIRE DB 329, PG 502 1 0.37 AC 1 ` 3-
59' I ♦ O= /
❑❑ WATER METER 1 � J I : ' ♦ c� \ � � � � �
ASPHALT I - - / I ♦ lop \ 1
0 CONCRETE 1 �. I- S80'1104„W / • ` oo � .V .V 14/ 14/ 11/ 14/
-I / ♦ \ i
W W WETLANDS 1 150.00' . .V ♦ i .V .V �1/ �1/ �1/ BUILDINGS �.
.50 CALIBER oo
BARREL I O / ♦ I 'a'0Op • V V
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
39.27
25.00
S35°11'04"W
35.36
C2
64.01
510.00
S06°13'11 "E
63.97
C3
64.01
510.00
S00°58'19"W
63.97
C4
64.01
510.00
S08°09'49"W
63.97
C5
56.48
510.00
S14°55'55"W
56.45
C6
95.47
510.00
S23°28'02"W
95.33
C7
70.95
510.00
S32°48'55"W
70.90
C8
25.71
510.00
S38°14'43"W
25.71
C9
36.93
25.00
S24°12'51 "E
33.66
C10
41.24
25.00
N66°12'33"E
36.72
C11
82.84
660.00
N15°21'19"E
82.79
C12
82.84
660.00
N08°09'49"E
82.79
C13
82.84
660.00
N00°58'19"E
82.79
C14
82.84
660.00
N06°13'11"W
82.79
C15
46.34
59.00
N12°41'04"E
45.16
C16
46.34
59.00
N57°41'04"E
45.16
C17
177.41
59.00
S13°40'16"E
117.73
C18
33.07
25.00
S34°34'49"W
30.71
C19
22.89
710.00
S02°23'21 "E
22.89
C20
70.03
710.00
S01 °21'36"W
70.00
C21
70.03
710.00
S07°00'40"W
70.00
C22
117.55
710.00
S14°34'47"W
117.41
C23
41.45
25.00
S28°10'40"E
36.86
C24
90.32
270.40
S85°14'48"E
89.90
C25
23.33
25.00
N58°26'57"E
22.49
C26
32.12
59.00
N47°18'34"E
31.72
C27
92.68
59.00
S72°05'43"E
83.44
C28
46.34
59.00
SO4°35'43"E
45.16
C29
46.34
59.00
S40°24'17"W
45.16
C30
63.58
59.00
N86°13'29"W
60.55
C31
14.43
59.00
N48°20'58"W
14.39
C32
23.33
25.00
N68°04'49"W
22.49
C33
34.17
320.40
S88°14'24"W
34.16
C34
72.93
320.40
N82°11'00"W
72.78
C35
51.05
320.40
N71 °05'51 "W
51.00
C36
36.93
25.00
S71 °08'54"W
33.66
C37
39.94
25.00
S08°58'17"E
35.83
C38
73.58
470.40
S59°23'09"E
73.50
C39
96.84
470.40
S69°45'52"E
96.67
C40
107.08
470.40
S82°11'00"E
106.85
C41
88.98
470.40
N85°52'36"E
88.84
EXISTNAXLIEG 15 I I y / ` V V ♦ 6�Drll o/ V V V __ SO
1 N I 11,014 SF V .V � � C;'
�CA2 G
.�T o
I I
1 I 0.25 AC R35 G♦ 1 ♦♦ V V N
J I LCA N /F
.V .V `i' LONGWOOD CROSSING
S87°22'34"W COMMON AREA `1/ OWNERS ASSOCIATIONk `
EXISTING ROAD WILL BE UPGRADED TO I I `Q I N88°32'04"E ♦♦ 203,358 SF DB 1250, PG 874
150.00' _
NCDOT STANDARDS UNDER THIS PROJECT � _ - 4.67 AC ,
- - - I 128.06' ��V �V � T�i \V \1 V V V V ����\!/ PB 4117, PG 1
I I VARIABLE UTILITY EASEMENT I I I - - - - ♦ \V \V \V \V \V V \V \V \V
�10' OFF CENTER SEWER
M I � I � ♦ ` .V .V .V .V .V .V .V .V .V .V .V .V .V .V .V
20' 0 c� 10 000 .V 1V �V �V V �V �V 1V 1V 1V V 1V 1V �1
I
11,014 SF I N W Co
0.25 AC I I I 10,092 SF I 1 - O can � � � � � � � � cn z
I - - � �
I L I
- � I I 0.23 AC 20' DRAINAGE 4 ♦ � � � ��' � � � � � � � � � � � �
1 in
N85.25'56"W - ..L_ . _EASEMENT oo 0' c9
1 1 U .V .V .V .V .V bJ' .V .V .V .V .V .V .V .V .V .V .V r't�; L)
- - 150.00' - - c 1 S85°48'52"E 01. ` � � z
r
2„ �- (L .. - 137.06' tr
EIP I I �I (/) CIO
-_� - .. p ♦ V V V V V V V V V V V V V V V �j/
> 3 Icv O 0')` �V �V �V �V �V 1V 1V �V 1V 1V
cP.
/ L 11,014 SF
U I 19 I C) W
0.225 AC
I rn 20' DRAINAGE ♦ 0000* ♦ �, �, �, �, �, �, �, �, �, �, �, �, �,
10,470SF EASEMENT ♦ o
1
0.24 AC I o
l l N7g•14'26 y 1 .�_ - `J - 133.21'
R=510.00' - _ 150. ' S80°09' - N8511'04"E 1 `♦, .V .V .V .V .V V .V .V .V .V .V •V
/ r _ 00 48 ,E N8511'04"E 58.2 - ♦
/ L=440.65' v _ _ r .. _ 77.23 75.00' .. - .. - `' .V .V .V .V .V .V .V .V .V .V •V �/ �l/ �l/ / CHORD 75.00 - . - .. - - -
/ 10'X70 SIGHT - 28'
/ N14'427 07' DISTANCE TRIANGLE
/ ! / SIGN EASEMENT
\ os
/ I f� � 12 / / � / � � i I I \ A` ♦ �V �V �V �V �V �V �V �V �V �V �l/ �l/ �l/ �l/ S
F R30
N �C)c9� / V /N I Z !� ♦ \
/ + / 13,912 SF / N / / I I I o
JOHN W. MORRIS &WIFE,
JUDITH ANN MORRIS I O23 \ >
DUE TO FLOODING
DING.\O op INACCESSIBLE AREA
I oDB 224, PG 673 OU, \l/ \l/
\l/
J 0 ' °'I 11,381 SF ♦ MAIL KIOSK I 2oL10,500 SF _ =DO 0.26 AC
\
\ / \
\
V V V V V V V
U `V 10p \ l / / 14,366 SF
I oI 10 .500 SF i I 0.24 AC �00
Io 0c27 �FZD
0.33 AC
R30 `V V V V V V V 1/2"'
'o�o
`ro
ERB
// C36 566, ry R30 / L - - - - - IpS'4
3
/ \ 66 37 S8" HCR �;' I� - - .. - .. _ -GAS e 1S9 7�
/ 20 UTILITY \ 0' F 761 4 (TYP) R30�"\ _ - - - 10'. UTILITY EASEMENT - _ _ - 58,32' 4'
EASEMENT' \. \ 2' TOT 10.44'_ 7 .. _ _ _L _75.00' R35 I �` ♦V ♦♦,00
C24 _ - - - - N85.11'04"E 218.76' TOTAL 59, 00 I �V
� I . DDyR ♦ �V �V � � � � � `�♦
G 3'
5' SIDEWALK AINSDALE WARREN COURT �O
\ 2, 26,593 SF i-
/
' . 05' OFF R/W 50R�W (PUBLIC)
/ R35 0.61 AC
40.p0' 3 �/6 ° INACCESSIBLE AREA
G� 12,431 SF /N \ \ C35 N8511'04"E 218.76' TOT0AOL0 - - 2 �� / ^ 2p Rq �qG� 756, DUE TO FLOODING
/ /
O \ 1-1
0.29 AC /COO A� / / \ _ C34 70.00' - - .. - .. \�, \ F eq\ \ /00 4).�
/ -..--..-..- _ G/
1 1 /a' \ / N �/ / C33 38.76' / '� 2
/ EIP 1p' UTILITY EASEMENT
8
/ 26.33' °i C30 � i / \�_\ ,320S43E \�O 8g �
/ 10,640 SF /�O� / / -I I 2 \ \
<L 7 8s \ . l 0.24 AC / N 9 /
O 7.9 .'60. 8
/ 12,729 SF / O I I I I \ �� \ 24,760 SF \ .
/ 1' EIP TOT \ \ / 0.29 AC / co I N I 0 V) 0.57 AC \ l0 \ 85.
1 �< \ /
wITF 13,501 SF 7 _ o _ _
o C) O 41 I N I I a, 4 O I� oP, I \'Vo ots. \ �°'�. 3p
1° ERB N O 0.31 AC I O 6) W � _1 Q O
/ v / / ° o ao I O 5 0 I `o col
\ 3/4" r/ / O 12,119 SF oo I J � I O I N cr 11,207 SF I to
/ / ` EIP �38 / / `p 0.28 AC I o m I 12,244 SF Cn I 11,853 SF I J I 0.26 AC i I 10,692 SF \ \
/ \ rri
o 0.28 AC I 0.27 AC _ - 42'
m i I I I 0.25 AC �- - EASEMENT 288•
20' DRAINAGE EASEMENT 'DD>R Fop
I I I I I I I � L_= _ _
0 C3g - - - -I - - J II I - - - 691.89' TOTAL
&4 - .. - .. - .I I I _ J L 109.85' S8p°11'04„W
N/F I eFR L
GLORY GUTIERREZ 60, Ry< C40 - J - 70.27
DB 477, PG 797 R/�' F\ R=470.40' C41 �- - 7
L=366.47' N09°32'31"W 7p2 RICK J. LAVELLE & GRAPHIC SCALE
` CHORD 30.00, 67 7g DAVID THOMAS MASON S
IN77°13'24"W DB 1159, PG 844 50 0 25 50 100
� 357.28' S10°28'03"E1" ® ,moo°
I
\ ERB ���
_ 30.05'
ERB' 100� Fv0 ( IN FEET) I inch = 50 ft.
N/F
I DAVID T. MASON & WIFE, \ 1001R FL
KELLY C. MASON
DB 1159, PG 844
200
4Dsite
solutions
civil 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
B&B LOOP
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:
1649
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
NOVEMBER 2, 2021
SHEET NUMBER
G2.0