SW6240105_Plansheet - Proposed Conditions/Site Plan_20240424 (3)

■
sl e
solutions
civil engineering I land surveying
MATCH LINE - SEE SHEET C-2.1 409 Chicago Drive,Suite 112,Fayetteville,INC 28306
office 910-426-6777 fax [phone] license number I C-2354
123.31' S89°23'56"W 145.0C 1 177.70' E B N89°23'56"E 154.63' 178.16'
♦ wwwADsitesolutions.com
N89°23'56"E 5/8"
_ 50.00' TIE - - - � -
�o 0�10' PRIVATE � CEMETERY o
to of ACCESS EASEMENT I /
CA CA PB 2020, PG 134 -' / PROJECTED 100-YR
1 rn rn 1 I O~I / WATER ELEVATION: "-
Z r / 238.94 = ��� CiAOIOIII 1c;
W W 15 I RB / / _ / �: GSS�O�
oI I J of o i� cNi joo CA6 nl / / 411,543 SF
41 54 o CA rn CD N o + O �� O / (9.45 AC) . ALo I G! VI CEMETERY LOT WI 11 12 ,� �
25,375 SF (V 3,427 ���/ 00 25,241 SF I I 29,326 SF �d rJ7
0 0 orn 25,191 SF ^ 33,427 SF O'
(0.58 AC) `z (0.58 AC) I 1 O O 1 I (0.67 AC) zo MI (0.58 AC) /2 N/ (0.77 AC)
D D N t - lv - I �•. ��'.•• �'��
00 i 1 r r l i o t / / _ / 1 _ � � i F ., S UR,,•J�`��
145.00� _ 120.00' 77 �R30' R30��--- ---�_ C1�__
S89'23'56"W 410.00' TOTAL C1� 10' UTILITY & / ■ LEGEND:
N89°23'56"E 75.00' \ DRAINAGE ■ EIP Oa EIP-EXISTING IRON PIPE
EASEMENT / _ ■ EPK
w ■ � OEPK-EXISTING PK NAIL REVISIONS
\ S87'58'551,E 94.84' ERGO ERB-EXISTING REBAR
N35°35'35"W No - _� _ -
61.03' TIE
S89°23'56"W 339.29' TOTAL N89'23'56"E 75_00'�___ o a COMPUTED POINT
-- -- -- -- -- ---F�;30' R30��--- C34 ��� - FORMERLY
_ .125.00', _ . . _ . . _ . . _ . 105.00' - - _ / - RIGHT OF
N/F NOW OR
10' UTILITY EASEMENT '� _ � - � �1' ��� � R W WAY
�� ` \p(P\ fig' PROPERTY LINE
cn C35 10 VTI�/Ty 3� . `� `�'
o - - - - _ fqS fM f \ • �,� 299�� \ CAROLYN EVONNE WADDELL ATKINS - ADJACENT PROPERTY LINE
- F I- - NT � �� \ �' � ♦ g235 • TRACT 3 OF TIE LINE
_ N6 J DB 2397, PG 920 -- RIGHT-OF-WAY
01 WL WATER LINE
o I I \ Sp. �v /�/►„� ��� V 15 // OVERHEAD UTILITY
o f o f I l o o f 13 I iG�G� \ d \ 37,508 sF I o _ - CREEK
C N o I o cn o I M i� / \ �A �T \ \ _" 25 \ (0.86 AC) 9 o WETLANDS
O o W I o' rn I 23 LO � Gs ��` `, \ I`� cNo 30' 30'
48 °'- 47 I o =i � o I O `� �' / 1 % liG, \ N 30' VEGETATED BUFFER
m p Fmfl 26,656 SF �r °' 22 0 \ �C� \ �� /� \ Z _ _ I �- EXISTING EASEMENT LINE
�' 25,866 SF O O
N 25,000 SF I r*i m I (0.61 AC) N O / 'X�' \ NO,\ -
0 AC) m (0.59 AC) 27,615 SF O C Tj G \ / \ X FENCE LINE-
0 (0.57 1 1 I I (0.63 AC) / ryo �� liT�'Aj .� o; / \ \No
0 1 Ln m cn 1 s� �' 9 ` \ g \ o o\ / \ o TREE LINE
o N o I I °j G ccF �\��� / \ \o' �' C21 \ I o 230 MAJOR CONTOUR
I I i i / / N� � SSJ / \ N 14 \ �\ / /' /'- \ N 232 MINOR CONTOUR
II I I h � F \
25,000 SF \ / x 234.47ELEVATION
L _ _ - J L- - _ _ - I I L- / s��1 _ \No rn (0.57 AC) \ \I
\ o o\ BENCHMARK
\ 5� SIGN
125.00' 130.00' N89'23'56"E \ \ �\\ R50, I 1 ©TRANSFORMER
♦ ` 13 \ R S87°58'55"E
125.00' S89°23'56"W 181.97' 125.00' S�4•�85 �, \ ♦ \= 25,276 SIF \ 0 3s" �40.84' STREET LIGHT
, E \ (0.58 AC) \ c,`\ 50' ; PP• UTILITY POLE
I 1 1 I 0 \ �\ \ \ � EPS �' �!V/ C GUY WIRE
r 1 1 �� �6°� \\ c,`1 ❑T TELEPHONE PEDESTAL PROJECT NAME
' I ;\ ♦ 56 'o \ \ 10' UTILITY & v p°
/ M: / ♦ 692� u DRAINAGE �� ��2%' / I N WATER VALVE
EASEMENT �L / FIRE HYDRANT
/ / / / ��\c'"'� \ p�° �1 I ❑� WATER METER
° ELYSE
O ,, 3 /
zo I / / / / 24 NC �\ \ \ \� / p0 �350 \NP'� �SSI / i . / 0 ASPHALT
o Z // 28,247 SF \ 9J' \ \ 1°5 i 0g 2 M�� PCG
o / / N Sv (\\\ WETLANDS
o �o o / / / (o.ss AC) / I UNSUITABLE SOILS
W
\ MEADOWS
-I 45 0 46 / / / / / 'O Z�. \ s��
/ I ,, 21 \ C30 R30' Raw <P '���5.0� rn
Noi 25,615 C) _ =' 28,295 SIF / / 31,660 SF 5° 2rj5 / 16 N
(0.59 AC) / /� S6 - O (0.73 AC) 69 \ M
O (0.65 AC)/ � / �S9 fiJ� i R30' N� 28,536 SF N
2 8 F , (0.66 AC) SUBDIVISION
C,
0.
/ / N
_101.97 __�� � / 25 /
\ O p / / rV-, \ 25,000 SF \
89'23'56"W 578.40' TOTAL i q� n 26,972 sF / I �N G \ No 6'\ (0.57 AC) \
G� \ (o.62 AC) .t o o R50'
N12°17'35„E / �^� I \ o. �:\
1 -51.29' TIE �C � / \ SQ ��\� � I 3S" \ 18 � � \ CAROLYN EVONNE WADDELL ATKINS
_ _ / / / / \ �os� \ / / I V \ / / I \ N� 25,000 SF \ 9A 96 TRACT 1 OF
C39 i \/ / 1W " \ �O I /\. �ryh.' / Np �\ (0.57 AC) \
_ 106.42; _ . . - \ / \o \ DB 2397, PG 920 DETAILED
V / ,)
10' UTILITY EASEMENT
�.
- - - - - � \�o. \ �, I5� 1°;��Ps�\ SITE PLAN
5
O \. Q 26 \ 1 - 1-f 10' UTILITY & / 19 \ \ �� •
cP\ 1 DRAINAGE � •
\ <J 26,972 SF ♦ 1, N 29,204 SF \
EASEMENT N o 067 AC
Uo. / ♦ ♦ o o� �56
~LLJ O I \ �\�s� / CA 3 rn/ m 569°2
W pWj N Dc� L L -
27 \ Z� / / ��$ ♦ 1ss,078 SF W .l .l
W m 28 0 29,531 SF \ / �/ (3.56 AC) / 00
�'' �, n CLIENT
0 tv
W� 25,060 SF (0.68 AC)
0D (0.58 AC)
�I ��, 20' ACCESS CA2 TRIANGLE LAND
� �� EASEMENT � ■ �
20 93,047 IF
J �,� 40,075 SF ^ �, �(2.14 AC) PARTNERS LLC
Z �L I I I ��� (0.92 AC)
U 6 4q 30' I cp '
30 3C Y Y u �l �♦ `� `� - - - - - - - - to ;I ♦♦
67.54 S62°44'44"W �, _ o
43.52' 531.13' 10
EXI G _ 0 - , 231.58' 513.88 : PO Box 5548
T-POST . o N89°25'27"W 1276.58' TOTAL
& ENL / EXISTING Cary, North Carolina 27512
� O� T-POST _
� O� � • N/F � Phone: [phone]
N89°22'31"W � < STEVE E. WORRELL OF I
287.59' TOTAL P- STEVE E WORRELL LIVING TRUST
/ DB 2302, PG 679
'(I N/F
CURVE TABLE CURVE TABLE SENTER FAMILY REAL ESTATE LLC PROJECT INFORMATION
C/O DAVID AARON SENTER
Q I I NEXSEN PRUET ADAMS KLEEMEIR �
CURVE LENGTH RADIUS BEARING CHORD CURVE LENGTH RADIUS BEARING CHORD MCLEAN PLACE TRACT 4 OF
N DB 1876, PG 256 DESIGNED BY: CALEB
N ' I C13 39.27 25.00 S45°36'04"E 35.36 C29 108.01 525.00 S6330'19"W 107.82
N DRAWN BY: CALEB
' C14 58.04 525.00 S87°26'03"E 58.01 C30 39.27 25.00 N24°23'56"E 35.36 SHEET KEY
IC15 110.20 525.00 S78°15'13"E 110.00 C31 100.75 475.00 N26°40'40"W 100.57 CHECKED BY: SCOTT
' PROJECT NUMBER: 2000
N I C16 110.20 525.00 S66°13'36"E 110.00 C32 263.18 475.00 N48°37'38"W 259.83 1
U
3 C17 220.72 525.00 S48°10'09"E 219.10 C33 173.32 475.00 N74°57'12"W 172.36
' \ C18 142.25 525.00 S28°21'47"E 141.81 C34 43.06 475.00 N88°00'14"W 43.05 ��\E Soto", C2.4 DRAWING SCALE
'LU
C19 39.27 25.00 S65°36'04"E 35.36 C35 39.27 25.00 S44°23'56"W 35.36 O 2 C2.3 C2 n
c�
I C20 30.77 25.00 N34°08'04"E 28.87 C36 100.65 255.00 S10°42'24"W 100.00 a N I G LPL HORIZONTAL: 1"=60'
o I C21 159.83 50.00 S89°33'21"E 99.96 C37 100.65 255.00 S33°19'20"W 100.00
C22 58.80 50.00 S35°42'30"W 55.47 C38 100.65 255.00 S55°56'15"W 100.00 DATE RELEASED
IC23 25.00 475.00 S67°53'28"W 25.00 C39 98.60 255.00 S78°19'20"W 97.98 I GRAPHIC SCALE
I C24 32.71 25.00 S28°53'47"W 30.43 C54 23.08 205.00 N86°10'25"E 23.07 I 60 0 30 60 120 240 APRIL 22, 2024
00
a C25 69.18 50.00 S31°02'40"W 63.79 C55 298.93 205.00 N41°10'25"E 273.14 0
IC26 20.14 50.00 S82°12'59"W 20.00 C56 39.27 25.00 N45°36'04"W 35.36 o I SHEET NUMBER
Ly I C27 47.00 50.00 N59019'03"W 45.29 C61 39.27 25.00 N44°23'56"E 35.36 U I ( IN FEET )
C28 78.54 50.00 N12 36'42"E 70.71 z 1 inch = 60 ft.
a I
J I
N C -202
(6
F