SW6230501_Plansheet - C2.3 Proposed Conditions/Site Plan_20230705 (4)

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solutions
civil engineering I land surveying
409 Chicago Drive,Suite 112,Fayetteville,INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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I 21 ECM ECS-EXISTING COTTON SPINDLE
S49°31'06"W 190.91'
o ® ECM-EXISTING CONCRETE MONUMENT
0 25,240 SF EIP Oa EIP-EXISTING IRON PIPE
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IN46°23'25"W � C SRB 186.34' TOTAL r? I I I I D I Oo _SET COMPUTED POINT
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I 1/2" 25,730 SF 001 I N49°31'06"E ADJACENT PROPERTY LINE
ERB IN
ICONCRETE (0.59 AC) � 237.93' = TIE LINE
I I I i D m i - - - RIGHT-OF-WAY
I - SETBACK LINE
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I N o f I PERMANENT EASEMENT
I I1< 20 I X FENCE LINE
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I 10 001 25,890 SF 225 MAJOR CONTOUR
I Do � (0.59 AC) `V Q 223 MINOR CONTOUR
I I o l o I I o x 222.47'SPOT ELEVATION
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DB 2743, PG 56 232.81' V)
PB 2010, PG 260 o I I Z I I 20 1
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PROJECT NAME
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LA'S WAY
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C2.1 C2.2I R50' \
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I1/2„ J I \ CURVE TABLE
I ERB ° ' "
SHEET KEY S493106W I �, � � CURVE LENGTH RADIUS BEARING CHORD
3.96' 162.03' N49°31'06"E C8 78.54 50.00 S85°28'54"E 70.71
2.3 10.00 R35''
I 177.21' C9 78.54 50.00 N04°31'06"E 70.71
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C10 61.55 50.00 N75 44'46"W 57.74
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C11 30.77 25.00 S75°44'46"E 28.87
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25,453 SF _ 25,915 SF DETAILED
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w I N SITE PLAN
Io 20' DRAINAGE I !�
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198.11' 221.48'
1/2" S49'01'12"W 419.59' TOTAL ECM CLIENT
ERB N 581,798.830
E 2,106,819.705
NC GRID NAD 83
`2011) SHARPE FAMILY
INVESTMENTS LLC
1705 Page Road
1 Godwin, North Carolina 28344
Phone: [phone]
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PROJECT INFORMATION
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oG DESIGNED BY: BRETT
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- DRAWN BY: BRETT
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c, CHECKED BY: SCOTT
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PROJECT NUMBER: 1924
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3 �P° DRAWING SCALE
'� HORIZONTAL: 1"=40'
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DATE RELEASED
GRAPHIC SCALE
N 40 0 20 40 80 160
JUNE 1, 2023
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2 ( IN FEET ) SHEET NUMBER
E 1 inch = 40 ft.
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