SW3220402_Plansheet 2L-2 - Existing Conditions_Survey_20220627

ROWAN MMTY % / / // >>�ss
g\ \ D.B. 327 PC. 305 / F S 40' 9' 48" W - -
I \ I V A V
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I I 0 CLA A \ / / Rim II Z 26.66'
\ / \ Rim 7720.8' In 7 21*7 out 7o.7B' Im 722. 1 33
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z/26.024 Acres
I \ \ (INCLUDES AREA WITHIN 14
/ ) A�TELE HO E� INE�D ` \ \ \ \ - I - - - APPARENT DEED OVERLAP) Rim 7917
I \ \ Q \ \ Rim 724.19�
Rim 724.19'
\ /xPPX. UNDERG UND AT �\ \ \ �V � nv.o°t7�814, -/
& T F,tBER O TITIC LINjE \ \ \ \ - - A\
(SUBJECT 0 RW S
\ \ I DESC I�BED JIN D.P.767
\ I PG. 94 & ID.B. 768 PQI 86) I/ / I \ ✓ \Ss /� I / T / IIII �Il / W F . W ALI / I /
�� 30' SANITARY SEWER EASEMENT AS PER DEED BOOK 1066 PAGEb62 ----- / EASEMEN
-Im 720.43' ExlsTwa pBs o66 �62,8
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Rim 722.92 / � \ � / �
RIm 722 92' -- I
Inv. In 717.69'
out 717.58'
I� I II \I 1 IV P OPE�TY LI E TABLE �� V A A \
1 1 \ \ \�Rim 7zDs7 SS ENE UN \ \ \ \
\Lind \\ Bea n9 Distance \ \ \\ ,Q928Q9Ptow
mJ/19.89' 1
\ \ \ L\1 \ N 88° 19'\11 " W 30.00' \ \ \ \ / \ ' 8• \ i ��NE /r- \ ��� /� - = R4 � \
I \ \ \ \ L�05' 03" W 98.54' \ \ \ / \ �( Rim 722.15 / --
\ V / \ \ �\ Rim 722.15•
v v V L3 \ N 33' 3 W 94.73' V A \ / 3� R�. IN 716.92'
nv. Out 716.78'
v \ \ \ \ �4 1\ N 17' 6" W 15.60' V A \ \ \ \ \ / Rim 721.63'
N -17* 43' 26" 1
\ \ \ \ L \ \N 55°\q3' 29" E \ 8.06' 76.77' \ \ \ \ N >22g,
^ \ \ \ \ \L7\ \ N 65° 26' 04" E �45.69' \ \ \ \ 140 S w
2 S9" / / �� -ENE CREEK N - / l II Cu �
8 N\N�RI19.45
\ \ \ \
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\ 19° 58\ 17" E 50.E \ \ \ \ �S \ / /55� /� _ LL m
\
\ \ \ \ L \ N '38° 10' \22" E 90.54'
1 \ \ L 0 \ \ N 1\ 57' 2�" W 26.00' \
L1 \ \N 41 ° 47' 3 W 30.99'
48\ 12 33 W 41.88' w
29°\41' 50" � 30,76' ) /
' � TRACT 3 �� z
/ / I L14 1 49°�2' 03" E\ 39.60' / / / I ��� / � ��� / /� UN 64°' 54" E \ 35.54'NI 24° 33" E \ 44.51'
L17 I N1 39° 43X 09" W 48.70' / / / �31
/ �8 I N 1 39' 03' \52" W \ 53.26' / / / / - I� ��O I �I - - - / (73 )
\ L19 N 88° 06 5 E i 11.30'
L2o I NI 82° 19' �4" E 5�r.46' I / / ( THE PROPERTY LINE FOLLOWS - - -
L21 I N 184° 27' 317" E 62. 3' I I / I J THE CENTER OF CRANE CREEK e' II L (720);j� EX. WETLAND
•
w _
J / L22 / N 63° 55' 9" E 111. 8' / J / I �8- /
L23/ N I 7° 38, 44" E 417.77' / / / ,� - - I . . . . . . . . . .-
...----•-. - - -
/09' 16" E j15.88' /
1 � � 1 _
L2� 41° 54' 27" E 40.54' \ /
L46 / N 66' 38'' 03 E /105.51 / / / / / / TEMPORARY BENCHMARK \ - '.
/ L27 / N 57' ,64' 52" E/ 52.67 / I I TOP OF REBAR
L28' S 83Y 25' 24" 4 61. 4' N=679,1 50,4002' / - - - _ _ - _ _ \ � •
L�29 N -55° 11' 39//'� E 75. 7 / I \ I � / - \ . . . .
L310 / N 76° 56' 505" W 74.79' / I \ I \ E=1,562,504.1002' � ,� I 'KEEK BB� \ V ✓ /
L32 / N 66° 0� �44" W �.42' / / V I � ELEV=731.97
L333/ N 6'�09' 20" W 111.14'
rave N N D 88 2003 - /
LA 65° 54' 34' W 19.29' / / / I/ / \ Creek
L35 N 49° 28' 20" W� 30.01 / / /
L36 / / N 68° 00' 44" W 116.�k'/ / I /� I / / 1 _ - - - /
/ // / �I / �V
11
L4Y S 87° 06' � E �68' / I / / / " / -I A\ \ \ \ v >�� v \
L/44 S 6° 04" W 105.22' /
/ / / / / / / / �/ � � X�WETLAND� I � V � � � I �I I • •\• � �� \ \ \ \
/ TO REMAIN -
/ UNDMTURBE
_ L20 _ L21
EX. WETLAND
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• ---- -
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1-0REMAIN OO • • • ' • • • • • \ \ \
\ �\ 1• /// / \ \ \ \, \ \ \
\C
1<31
co
f \ I
/ I HE PROP LINE FOLLOWS/ \
/ THE CENT OF CRANE CREEK
o�N
W1 OR
ds-vA F1 ��01 �Man��
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\ 332.80'
\ S33„ E
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274.32'
�S� ° 6 33„ E
Total
N
I l
TRACT 1 CON.
TEMPORARY BENCHMARK 75E /
/ \ \ SOUTH END OF
\ \ \ \ CONC HEADWALL ,
\ o \ \ ELEV=755.59y
NAVD 88 2003
TRACT 2 \ \ v \\ \\
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/ 769.5 \
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/ \ BUILDING CORNERS I V - - - - -
0 26' NORTH OF PROPERTY LINE / W
( 64 ) 0. 2' /
4' O WI E F CE DGE OF/ ROAD
\ < N 88°1 W 593.75' TotalI /
GRA
/ CD A - _ METAL & FRAME \ CREPE
.0 G \ \ \ \ / --- - -BARN
MYRTLE
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TOP OF roNc.
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\ I I \ EMPORARY BENCHMARK \ \ \ \ \
/ / / / // -vv✓ / �, 1 \ \V ��v I I I I I I I I I I \ TOP OF REBAR\ \ \ V A V A
I I I I
N =678v,44.7^.55�4Ql3/�'
E=1,562,904.6635'
762ELEV=743.98
NAVD 88
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\ \< N 88° 3'37 W 1,228.73' Tdtal� �
134.0
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If�ATE� WIT I
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RIM ]6209' YARD INLET
P f C M P A N INM 759.6, I R6DINv.IN )59.I8' /
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I I // I I I MES H /CLAWSON
11\ -
Ln ) I I D.B. 9d5 PC. 483
(74
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i
\ < 44 .46' I
I Rim
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\ \ \ \ v \ whars below.
Call before you dig.
< N /88°23' 7" W 5 I7-
\ l j N/ 950 i� - _ \ \ \ NOTES:
/ /// /318.19/ 1. THIS PLAT IS NOT PREPARED FOR RECORDATION. \ \ \ \ I / 2. A PORTION OF THIS PROPERTY LIES WITHIN DESIGNATED FLOOD ZONE A.
(AREAS OF 100 YEAR FLOOD) (SEE FIRM 371056 6800 J AND 371056 6700 J
DATED DUNE 16, 2009).
3. THE BOUNDARY SURVEY INFORMATION WAS PROVIDED BY SHULENBURGER
/ / I I 1 / / •/ / / - - A, A I SURVEYING COMPANY, PA DATED 12-4-07.
Project Manager
HVN
Drawn By
RJ/LG
Checked By
HVN
Date
8/22/2019
Project Number
17031
REVISIONS:
No.
Date (M/D/Y)
By
Description
1
3-11-2020
RT
PER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTS
II►/,,,,,,,,,
C A R O� / ��,��
pro °oF E s s i 0�
C650 0=
o Za
a o0 00
• • • design
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101 . charlotte, nc 28208
704.332.1204 . www.dlor.design
EXISTING CONDITIONS & DEMOLITION PLAN
BAR GRAPH SCALE: 1" = 100'
0 50 100 200 300 400
VILLAGE AT GRANITE - PHASE 2 CLIENT /OWNER:
LGI HOMES
CONTACT: JEFF WEBB
3037 GRANITE QUARRY NORTH CAROLINA LANCASTER, SOU DRIVE
� LANCASTER, SOUTH CAROLINA 29720
566-4300
LGI / HOMES SOUTHEAST jeff. bb@lgih
jeff.webb@ I g i homes.com
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Scale:
1" = 100' a
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Sheet Number o
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2L-2
0
SHEET 2 OF 23 TOTAL