SW6211002_Plansheet C-2.0 - Proposed Conditions/Site Plan_20220810

SITE NOTES
1. ALL DRAINAGE OUTSIDE OF THE NCDOT RIGHT-OF-WAY SHALL BE MAINTAINED
�o
BY THE DEVELOPMENT HOA.
2. 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.
_ -
-
\
E 60.90
-
EPK ^c
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
4. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
_
PP "_ -
N82'42'00"
100.03
\ - / -
N82.3g'04"E 0 0
5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH
1/2" -
//
WP
STATE AND LOCAL LAWS AND REGULATIONS.
C� ERB _ I I 100.p5'
� " /
6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HOKE COUNTY AND STATE
/ 1480-37'04"E
00„E
--
1ERB'
REGULATIONS. PP I
7. NCDOT STOP SIGNS SHALL BE INSTALLED AT ALL INTERSECTIONS WITH STOP - INV
48' TOTAL N82°42
04"\Id 99� - - 59' S
ERB
N86°57'35"E
3.42'
CONDITIONS INV
SB2.33' - -
szaliG•►
170
8. STREEOTSS LOTS 24 &R25 WL24 &26ESPERM�I THALL AC�CE_SS ONLY 1N�ERiGAt OCKFISFJ�� 856 6o 66.N80'11'04"E 252 Ng=04"E 9 - - Noma20.0 Z s sza '- '� M ui
ALL LTEXCEPT FOROAD AS SPECIFIED IN THVEWA'rP�FR�11 '�� o
- �- NRy I
oo�-I
_� 20' X 30' SHARED........ ,°�',
::::::::......... _
INV 4„E 25A 92' C2� � DRIVEWAY EASEMENT y::�- rn COUNTY OF HOKE
�,, p•11'0 LOTS 24 & 25 p ..:..
1406 0 INV N8_ _ 6 92' �� 30, y ,n.. P 30' UTILITY EASEMENT
D _ $R INV o /166.71 �+` `t g' DB 863, PG 686
KF1SH ROA 17 .45 I I -- T . . �"� �`\ m
■��rr■ ■ r■ ROC 60' R�W (PUBLIC) 24„ RCP you y. • 3 co ♦♦� y 0rn PC 3, SLIDE 3-90, MAP 008
I , INV
173.71 /R30
VICINITY MAP
NOT TO SCALD
50 CALIBER 1
I
LEGEND: BARREL
ECM® ECM -EXISTING CONCRETE MONUMENT 1
EIP Oa EIP-EXISTING IRON PIPE 1
EIR Oa EIR-EXISTING IRON ROD I
EPKO EPK-EXISTING PK NAIL
ERGO ERB-EXISTING REBAR j
SRB0 SRB-SET REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
-- RIGHT-OF-WAY
- - - - -SETBACK LINE
OVERHEAD UTILITY
- - WETLANDS
X FENCE LINE
TREE LINE
PP. UTILITY POLE
C GUY WIRE
❑❑ WATER METER
ASPHALT
CONCRETE
W W WETLANDS
BUILDINGS
R30 _
,,:....:. �:::... o
COUNTY OF HOKE \ L' r♦
25.00' `VARIABLE UTILITY EASEMENT °B� 30' UTILITY EASEMENT
DB 887, PG 419 ...... w ` ♦1..
10' _OFF CENTER SEWER °0B PC 3, SLIDE 3-99, MAP 006:::::::::::: ♦ �' 'o .. IVA
l" \ v w..:...:..w.. gip, w ♦ sr. o
og........
.� .�
I ♦ X ` o
I ♦ O li A� /G ♦ S
7
w w w �L w3 �L\ �A
O 28 257 SF
S6 30 zoo ♦ �, > o°
\ I 10 S22 0 w w w w \� 's°e.........:.:::.::.:::.:::.:::.:::.:::.: ♦ O� \ 0.65 AC 'per
. �3
� � �T21 9 F 2. Too . :::::::::::::::� �
P I Fq 44'Lo
\:::::............
.
- INVARIABLE UTILITY EASEMENT NT ♦ � \ Q
10' OFF CENTER SEWER �� ��p, w w w �w : w ♦ 2\ �'� '�
P ♦ J o INACCESSIBLE AREA
I ♦ ♦ �� °� Q ♦� DUE TO FLOODING
30
17 30' VEGETATIVE BUFFERS c,� ...;::::::::: y w r'0.\ L
07 w I FROM TOP -OF BANK �. �� •O�, �p(P g
21,716 SF \ ♦ iY...... �w'::..::....v.::.. y �c�5 Z°J5 .R...:.. go...
o 0.50 AC ` W O, cP
\%
I
O -1 I rn t° ♦ w .. w .. ■ cS 565 a0 0 �........
1 -00 I N6 J NCCL C� S6 °47'40"W ■ 00. ` `rszQ°
::.... \
�\ 1- S2 P' ... o%w 20.00' w m w 11,
0.
Off,
o \
I 8S1 � / � . - .. � \ ♦ W :::* .......
4.::i;:::::::. ,;�i : � ■ � \� �- ♦♦ 1 `t' w �sq �L �L �L �L �L
t r1 I ` ♦ ��� ... .... .... ..
°� ♦ °y
1 Y ..'..........° �'' ''''''' ♦ as �.....
O \ u' ... . .. .. \ 25 to 00. 1
1 I 16 i o o.: ♦ O :. ::. ::. ::........
�� \ ♦� ai . \�°y:::: I / �� 18,000 SF
I 16:079 SF I I U �J . 0.41 AC ♦ w w -0
..........
1 0.37 AC
to
1 _ 150.00' I /
/ w �......... 1!.... o o ow ♦ O w .. ........
50 CALIBER - / 0 0
BARREL / ♦ 1 CY •
EXISTING I i C) ♦ y................. ♦ 4� 'r ^Z
AXLE 15 I ° w ♦ 6� All
........... w f
1 N 11,014SF I I R35iG�4>/ ♦ °m °e♦ : .. �CA2�
1 i 0.25 AC ♦ w o° k:::. ::.: CA.. �w w ...... /
L------ J I I e 3 ■■�.. w w w w
Q... LONGWOOD CROSSING
EXISTING ROAD WILL BE UPGRADED TO NCDOT STANDARDS UNDER THIS I I S87°22 34 W COMMON AREA OWNERS ASSOCIATIONS `
w w w..:...: w w w w w ..:...:w::..::..... w w
I `Q I °32'04"E ♦ \ 203,358 SF.eo DB 1250, PG 874
PROJECT EXISTING B & B LOOP' ROADWAY SHALL BE PETITIONED I - - 150.00' - - N88 30' 4.67 AC �;:::..... ;.......� ...�30,� Tc'y 11, 11, 'off ::::::::;� :::::::: j; :: � \4, PB 4117, PG 1
ACCORDINGLY, IN THE SAME MANNER AS OTHER PROPOSED INTERNAL I VARIABLE UTILITY EASEMENT I 128.06' �♦ w \ r°e w w �.......� w w w w rrw
SUBDIVISION STREETS, PRIOR TO ROAD ADDITION BY THE STATE I f, I I I F -I • r m........................................................../
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
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
REMOVE AND
REPLACE MAILBOXES
N/F
WILBERT JULIAN BAREFOOT
DB 329, PG 502
.......... ........... . .........
- f I QI W Z_ 1_ 1 I o -♦♦ W W W :: � 3 W ..� W rn
Lu > 3 1 tv . \\ 0
rn Cr) w w w w \: *Y: �Ly::::::::::::::...
- ' 11,014 SF . v v 19 rn 20' PERMANENT ` / �-
_ w..............0
0.25 AC I F- I :I I DRAINAGE ♦ ��♦w w w 0;.-.3Q'.. w 30'
/ - j: o 10,470SF EASEMENT ♦ o
I 0.24 AC [I. ow w
8•14'26" - J o� y 1 __ `♦ w w w w w w \a :::::::::::::::. w w
150. S80°pg' _ N85.1104"E 133.21'
R=510.00 E _ 00' W 48 E N85°11'0 "4 E 58.21 - ♦,, .......... \T
/ L=440.65' _ _ r .. _ 77.23, 75.00' - - - w w w w30' VEGETATIVE BUFFER w w...:.:.:.:.:.:.w....Q� w
/ CHORD _ .. - 75.00'.. - .. - .. - .. - .. FROM TOP OF BANK
10'X70' SIGHT
/ N14°56'13"E ��DISTANCE TRIANGLE -� °o
/ 427.07' I SIGN EASEMENT
\ os
R30 � I�
F 1no\ / /cV I z I w w w w w w w ... ......
N
/ + / 13,912SF o \ ♦ u'::::..::..::..
o................
JOHN W. MORRIS & WIFE, --0.32 AC U I o I 23 9 w ` w MAIL KIOSK (DETAIL #2 SHT. C6.3) `l i p INACCESSIBLE AREA
JUDITH ANN MORRIS / / / / I z I 22 0 I O \ t''
DB 224, PG 673 / 0 I °D 2 ANY PORTION OF THE KIOSK WITHIN THE DUE TO FLOODING
663 J 20 4 21 I O CD I 0o 6 11,381 SF �w� R/W SHALL BE MAINTAINED BY OTHERS
w
U� �S8'iv .. \ / / / I o I oLn 10,500 SF I _ I 0.26 AC > -_♦ 00
/ 19
10 / 14,366 SF 0 cn 10,500 SF I - I 0.24 ACR
0.33 AC I I 0.24 AC i I I / / C27 ♦.` y�o `y y y y O.:::::::::: Y\ Y
/ R30
10 / a ♦ r° �L �L �L
CJ
S66 3 ry R 30 L - - _ - - J - - - - / N62 �� 1� D w S72 05
/ 66 HCR - - tib ` 159 w _.
20 UTILITY 0' F 761 4 (TYP) R30�"�\ _ _ 10, UTILITY EASEMENT - - 58,32_ _ G \ \`
- a
EASEMENT* 2' I - 75.00 _ _ - - R35 I ►L�e
�. TOT 10.44'_ 75.00 l�
C24 - - - N85°11'04"E 218.76' TOTAL 59'
ao I , 01
SIDEWALK AINSDALE WARREN COURT I °
26,593 SF e
0.61 AC
11 / 2j 88' 0.5' OFF R/W 50 RAW (PUBLIC) R35 2p, p 30'
0
N_
00
z
z
0
c�
U
z
bl;R
1/2"
ERB
\
0
\1/ \1/ \1/
R> / 12,431 SF /,� / \ \ C3 40.00 32 FlIIT m 61.
,� G o 0.29 AC o`V / N851104"E 218.76' TOTAL - - - / ^ FRMgN\ ORq/ S6. DUETOIFBLOOD FLOODING
a LP4J \ 70.00' - - \�7 G� \ NgGF q5 'off
/ \ CO o. / C34 _ -C33 - 38.76' \
1 1 /a:: / N e / / - 10' UTILITY EASEMENT eMej�T� . \ 2
�i EIP / - - - C30 _ i / / \ \ S720g4\ `�O T 2
. oe 88
26.33' AR \ / / _ - - F \ 330 3 E Z0,.::.:
10,640 SF /O�V / _ -� I \8 0
a `L �,79sso \ . \ 0.24 AC /ry j / O / / I i I I I i r
`3 12,729 SF � / O I I I to I \ moo',\ 24,760 SF \
♦ 1' EIP OT / 0.29 AC / "co I N I 0 0.57 AC
WITH �� \ / 13,501 SF 7 _ o0
1° ERB N O 0.31 AC I ? O O Ld 41 Q O
/ / ° o ao I 6 � 5 I C° co
/ \ 3/4" d / 0 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 I 11,853 SF I . DoJ I 0.26 AC I I 10,692 SF \ \ -
/ rri
o 0.28 AC I • 0.27 AC
I � I I m i I I I 0.25 AC
�/ 20 PERMANENT DRAINAGE EASEMENT DRAINAGE io01'R FLD
20' �Fs
I�RRRNC3L 7
°11
' TOTALJ
9 -I 5' 691.89
&40,eF_A I 109.8S8p04"
N/F 60'y< '- 0.27GLORY GUTIERREZ C40
DB 477, PG 797 C41
=..°°
I L=366.47' \ -
CHORD N09°32'31 "W N30.00' 67.79
77°13'RD '
I� � 357.28' 1"
\ ERB
S10°28'03"E���
30.05'
I --- ERB
N /F
I DAVID T. MASON & WIFE, \
KELLY C. MASON
DB 1159, PG 844 \
I
N /F
RICK J. L &
DAVID THOMAS AS MASON
DB 1159, PG 844 0S So 0
100� fro
1001'R FL
D
GRAPHIC SCALE
25 50 100
( IN FEET )
I inch = 50 ft.
200
4 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
APRIL 5 2022
SHEET NUMBER
C-200