SW3170606 - Randy Marion Chevrolet of Statesville (4)

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/ PROPERTY LINE
ij,'r ,J. J. �i - • X66 1 • NRBfiGl11lER �.-- O �•`� T I
o�PROP.W F ;\ ,o _ 'Y'�- 7
DA -V I G L '\O� \ O O // „r; (34,104 �. �' Ip0` .r I -- RIGHT-OF-WAY LINE
r JJ ''! �/, :! • r �J•' / ' _ �.14_/�C._ -z N 1 82 `+$ \ - \ DA`CI-5 ` ��\ OrS - / ' FE]-1� - =804= pi -.p£ '� \ O _�'' / (1 — — — EXISTING NRB LINE
-
0 26 9 'er( GENERAL PUBLIC UTILITY EASEMENT
HIDA DI -7 _ ° _ '°�' 7 _ -_809= _ - as l r
„ `® _ j EXISTING MINOR CONTOUR
:'o 0,63 AC.
,li; , �:;;, r t I a9 -�k .,� `� ', ` + \ •n, ,�, �y� \ 1,'4, �. /--""'-- { EXISTING MAIOR CONTOUR
, �(,i,�� ' i:i, '✓ y 'I - __ �'" t I.,._ O \,`, �' ;1�\\`. �s� y a A �1 , \ 0', �. > \ iQ-1$ t .. °i]". ( J
722 PROPOSED MINOR CONTOUR
82500 78f925 _ \ e _ ��'\ry -/ /,-- _ .Q-131_
720 PROPOSED MA70R CONTOUR
NEW 1 S LONG
EXISTING STORM PIPE
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835 `;`\: d5 -� P . u , \ \ r m' \ 1 ID EXISTING CATCH BASIN
°``' A'DA CI -4 f / _ - t i m `+ �+ ` a,. -
840 �`�� - Ir /�;- --- m I e ' 1 `� ` - PROPOSED 6" PVC SANITARY
y - vS 845 e \ ��/r91 6 AC tr. eZ�� PROPOSED DA CI -14 \' SEWER PIPE AND MANHOLE
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D� CI -3 ', ��1 \ t ' s 6/t �I-143 .08 Ac. i , �\ _ _ -- -• -� PROPOSED R C P
1.21 Ac.
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i `=r 0.65 Ac. \
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0.32
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0.32 Ac. 825 PROPOSED NRB INLET (0)
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r _ a � \ \' , \, 2 r 825 • ` +' 1 FES 18 cuae a GurrEa \
Existing I ,` 7 826 o m - vson -
- I DA CI -10 7 , ' \ xz F 0 y3 NEW PAW ® PROPOSED FLARED END SECTION
$1.26 AC ' + � 1z� .y a2/s e>_ - h /h oya7 �E °at
nlidlnF � I 1� / IOCc ` � `o ✓` Oto° ry60o, � I ® PROPOSED RIP -RAP APRON
3975_ j y _ = h \ _ `� _ 0 B q° PROPOSED PERMANENT SWALE
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PUBLICATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSENT OF PIEDMONT DESIGN ASSOCIATES, P.A. Owner
GRADING LEGEND
DETAIL DETAIL
SYMBOL DESCRIPTION
GRAPHIC SCALE
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ved: Date of Issue
PROPERTY LINE
- -
RIGHT-OF-WAY LINE
EXISTING CURB LINE
— — —
— GENERAL PUBLIC UTILITY EASEMENT
-----%__-----
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
722
PROPOSED MINOR CONTOUR
720
PROPOSED MAJOR CONTOUR
--,�
- EXISTING STORM PIPE
®
EXISTING CATCH BASIN
—�
PROPOSED 6" PVC SANITARY
SEWER PIPE AND MANHOLE
PROPOSED R C P
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PROPOSED STORM YARD DRAIN
OD
PROPOSED STORM DRAINAGE MANHOLE
PROPOSED CURB INLET (CI)
PROPOSED DITCH INLET (DI)
®
PROPOSED FLARED END SECTION
®
PROPOSED RIP -RAP APRON
PROPOSED PERMANENT SWALE
GRAPHIC SCALE
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I_40 Inters II
PUBLICATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSENT OF PIEDMONT DESIGN ASSOCIATES. P.A. Owner,
GRADING LEGEND
DETAIL DETAIL
SYMBOL DESCRIPTION
GRAPHIC SCALE
IN PPrT )
1 Inch 0 It
• o
Know whars below.
Cali before you dig.
d: Date of Issue.
PROPERTY LINE
- -
RIGHT-OF-WAY LINE
EXISTING CURB LINE
— — —
— GENERAL PUBLIC UTILITY EASEMENT
------------
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
722
PROPOSED MINOR CONTOUR
720
PROPOSED MAJOR CONTOUR
-
EXISTING STORM PIPE
93
EXISTING CATCH BASIN
—�
PROPOSED 6" PVC SANITARY
SEWER PIPE AND MANHOLE
PROPOSED R.0 P
O
PROPOSED STORM YARD DRAIN
QD
PROPOSED STORM DRAINAGE MANHOLE
®
PROPOSED CURB INLET (CI)
PROPOSED DITCH INLET (DI)
®
PROPOSED FLARED END SECTION
®
PROPOSED RIP -RAP APRON
PROPOSED PERMANENT SWALE
GRAPHIC SCALE
IN PPrT )
1 Inch 0 It
• o
Know whars below.
Cali before you dig.
d: Date of Issue.