SW3190803_C30_12/31/2019

4,000 PSI CONCRETE SURFACE COURSE
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STABILIZED ABC BASE
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COMPACTED SUBGRADE
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LIGHT DUTY CONCRETE PAVEMENT
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PIN: 4724-77-6498 I \ /
CITY OF STATESVILLE / ; k' Q� �•
D.B. 729, PG. 776 \ ^�O Q ^ O
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PART OF LOTS 18-20 - P.B. 3, PG. 58 o J F OAT SIB Z q FRVIO1S IV4 NF
ZONED: B-4 - COS I \ / / Q~� m m ��d `- Q��-4 005 IRF ARFA 4OT p R B 9�F p I22 \
\ Q �� _ ' Z NPG� P C , S z� - FRF c' 113,
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I \ t� Np / PIN: 4724-87-1452 3g3\ ZQ O�pS / �' �� /�?� �O/VF PB FOU�Vp \
` OO JOSEPHINE C. SELLS pv�s gl ! 'S �� S6�o I_ 3 PG \ / /
W.B. 02E, PG. 514, 222 E„H Z6Sg'F COS S8 /
\ Q C7 D.B. 1326, PG. 513
I / LOTS 1 - 8 - P.B. 3, PG. 113 _5616
\ , ZONED: B-4 - COS JOSE NINE C. SELLS Nb6 ! !!.� S6,0
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W.B. 02E, PG. 514, /� �! 0�'F
D.B. 490, PG. 143 IRF /��/ ` 1 IRF
IRF ZONED: B-4 - COS ,/ d0 Sy ti E=1 4 ,313. 9 80
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PIN: 4724-77-9324 \ , 0/ ///
HOWARD F. BRYAN &
`\ MARY W. BRYAN TjF r6
D.B. 1344, PG. 1469 \69'
ZONED: B-4 - COS
\ o ` �Gi Drainage Area to Wet Pond: ,� P F� 8I 9<F
tiT \ / // of gRT 2D8 30' R GO O�gI \
o� \ 398,116.49 sq. ft. oTP STN
9.139 acres P ' "-I PB2�9 \
cry O (0 IR rr v /</ / kv Q Mt6, g ? COS1171: PG S8
\\ rV IRF =� % / <n� Q� /\<pTS�.& 4i, - 4iVg, \
/ IPF Total Impervious Area: / °Mi0 / 8 30?e PG Ft,
FD; P B gY0
1 362,,,057.18 sq. ft. P
�/ 8'HDP S�g6 / �/ �/ 8.312 acres �/ / �' / \COS c s8
mac, RO1 8994.0 S�O�,)0• / h S��Y PIN.
\
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\ G �o -z °�1 �Y�° Impervious Area to Wet Pond: / , �Q <o oeX�N q<4� II4
\ 0 O 1. � Z � //
.>`�' i; IPF /314,750.90 sq. ft. /M� ^�M/ / m ' T 20 30 8<�' N&
� woe/ / ohs %/ 7.226 acres �,' RFD: c i e 3 P°
CO S
\ (ZBASI�N0 /
\ 24" P HDP p1' 'y
INV. 894.78 y\ // / y �y�` eil ctur/e/* : 15" HDi l coo P \
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/� 4OTS�>80Z PG0OgN
35" HDP IRF / /�/ J��j�.`'� ��Q ///'j %' /l ZONED. 4� C pSPc S&
INV. 881.70 <\ O /
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\ s// PIN: 4724-87-5025 O
0 /�41 SALEM LEASING CORPORATIONloll /
�'1, D.B. 2569, PG. 1893 /
jo�9 �Oo�OL� /� ZONED: L-I COS
/ ♦ 91 / /
�2♦ /4
CB
/ �60 \ o ♦ �. N81°047071W j% / PIN: 4724-96-1844
\��, �/ / cR� \�k�' ♦ ,�Q 3/FZQ N6�°SI l / NORTH CAROLINA STATE HIGHWAY AND
♦ IS, a�� ; �; ; ; ; ; ; ::.. �F Jo" l / � PUBLIC WORKS COMMISSION
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`'c / , i tis ♦ �� IPF
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C/' / ♦ ♦ SF<° Gq< 93 S6Y6\F \ J,O F ::::: � E�ZS OF 40'233 OG
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Table 3-24: LI Lot Development Standards
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Minimum Lot SizeNo Minimum
Minimum Lot Width at Front Setback Line No Minimum
*Minimum Front Setback 30 feet (30' FY)
*Minimum Side Setback 20 feet (20' SY)
Minimum Rear Setback 20 feet (20' RY)
Maximum Height 80 feet
*Required setbacks unless required buffers in Section 6.04 are greater.
LINE TABLE
LINE
LENGTH
BEARING
L1
69.46
N58020'57"W
L2
176.66
N55008'23"W
L3
165.76
N61003'49"W
L4
72.61
N53048'31"W
L5
55.27
N53017'13"W
L6
116.9091
N51003'22"W
L7
101.05
N49008'23"W
L8
69.36
N46015'51"W
L9
21.47
N25022'35"E
L10
18.56
N22043'46"E
L11
40.85
S56041'49"E
L12
30.13
S31009'19"W
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�3 57$02 59 3„W
//1,J�8/5t FT! IM'PFFfV/YU�}S,//,,/ °O PIN: 4724-86-8671
ou/TsiD /okA fNAGP'AjE,j//, GL WILSON BUILDING CO.
D.B. 756 PG. 538
ZONED: L-I - COS
' 25-FOOT WIDE MAINTENANCE ACCESS
IRF EASEMENT AND WET POND EASEMENT.
GRAPHIC SCALE 74,486 SQ. FT.
60 0 30 60 120
Property Area:
( IN FEET) 467,167.79 sq. ft.
1 inch = 60 ft. 10.725 acre
A.
2F� *SITE*
VICINITY MAP NO SCALE
LEGEND:
IPF - IRON PIPE FOUND
IRF - IRON REBAR FOUND
ERS - EXISTING RAILROAD SPIKE
COS - CITY OF STATESVILLE ZONING
R/W - RIGHT OF WAY
CB - CATCH BASIN
cQ, - POWER POLE
Q• - COMPUTED POINT
Q - MANHOLE
-HYDRANT
GUY ST,
CAROB'/
_S S/p''.. 9
SEAL
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