SW3190803_C31_12/31/2019

4,000 PSI CONCRETE SURFACE COURSE
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Minimum Lpt Sizew Minimum
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I I I I I I I I I I( it l Minimum Lbt Width at Froht SetbackllLine Nl� Minimum
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I I I I I 1 I 1 III \ I I ( ( I *Mpimum lFront S tback 130 feet (30' FY)
I *Minimum Side Se back �20 feet (20' SY)
I I I I \ l \ 1 I I I I it I I I I I Minimum ear Set(ack 120 feet 110' RY)/
I I I \ \ 1 I I I I I Ma imum eight 0 feet 1
I 1 1 1 \ \ \ 1 I I I I I I 1� � � 1 9 0 /
890 880 880 890
*Required setbacks unless required buffers in Section 6.04 are greater.
VICINITY MAP NO SCALE
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JOSEPHINE C. SELLS _ 0 / ,,L� Ci 0
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PIN: 4724-87-�616
—\ �OSEPHINE C. SELLS
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\ LINE TABL
LINE
--LE N6 H\
ARING
L1
69.E
58020197W
L2
176.66
-, 0 8'23"W
L3
165.76
API 3 "W
L4
72.61
N5304,8' 1-QW
L5
55.27
N53017 "
L6
9091
N51003'22"VO` 91
,J.7"
101.0!�-
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
\ IRF /
GRAP441-C,SCALE �� \_
60 0 30 60 120
Total Area:
( IN FEET) 467, 167.79 sq. ft.
1 inch = 60 ft. 10.725 acres
25-FOOT WIDE MAINTENANCE ACCESS
EASEMENT AND WET POND EASEMENT.
74,486 SQ. FT.
4"
do = PIPE DIA
La = APRON LENGTH
W = APRON WIDTH
3 X PIPE 0 MIN
d = APRON DEPTH
ISOMETRIC MEW
PLAN
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
NOTES:
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. La is the length of the riprap apron.
2. d = 1.5 times the maximum stone diameter but
not less than 6"
15" RIPRAP
Filter blanket
3. A filter blanket or filter fabric should be
installed between the riprap and soil foundation.
DETAIL Outlet Stabilization Structure
CARO�'�
SEAL
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Sheet No:
C31