20180320 Ver 1_SKM_C754e17053109430_Rev2_20180306

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�c., r d-�c�- �S'' � lNV.OUT 84.21` INV. IN 86.69` � "'. �°`,ss � r� � '�"�`L �.{-e� � ( ` �'' ¢ , Q S ) �'�ow
h 1 l�'P� �o°s�� Con./�Y i►Q ��,� � r 5,'-�e°` ���
� � � � � , , CL 94.30' � � � � , ,� �4 � �r�� �5(�, "��"¢� �csu G
�� �'� �'� �� h'� �� �� �h �`� �� ti �`� 1`� �� � _ 2 ' � g � � � � � 2 � � ,�, � I �
% % % % �% % �% % � % % % % % ��' — — — —I — — —� 1��% �%� �% % % �%� % �% �% % �% ►�� �"°J�� � � �
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I EXIST. PIPE C#RADE = I ( GO ,��� ��
fg6,68'-84.21')/64' = 4.8% I �E
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�— �4 ---- 0` 2' 10' 20' 30' 40 50'
-- ----------------' EXIST.30�� cMP �� 5� l5` 25' 35' 45`
43' 35' 2�' , 7' _ 3.5' 2' �.
q�� 4Q' 30' 21' 16 �� 3, �,
DOWNSTREAM (.�RADIENT = (81,81' - 76.69') /46' = 11,i%
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%%�� %�%%% j�
PROPOSED
INV,OUT 84.65'
'l��'l��'l��'l°',� 0o�y�
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-,.��:�- :=��'-
43' 35' 26' 7' 3.5' 2'
q�� 4�' 30' 21' f 6` 5' 3' I'
DOWNSTREAM QRADIENT = (81,81'- 76,69')/46' = 11.19'0
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wrdtn �.c.�.
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_ 4V5
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-5.3 -3.�' -1.� C�' 1,7' 2,� 3.7' 4.7' 7.7'
- 7.3' 3.8' -� �' -t:5 Q.i' �,5' 3.�' 4.2' S.7' 10.2'
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N�T TO S"CALE
Reference Cros� �`,�ctioa-� �I'T- U;� a.tr �`�am from
�i�h� inl����� ��hF C°ul�tir�r��l- I���a;�,lr���� «pstreom
CL 94.30`
UPSTREAM GRtLDlENT � (87�96'- 86,&E'}/fi0' = 2.3%
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GoMI� ir-� �c� ry�'i�%� T`
w i �=i� G'rz�a � � � ��' t � �
r' �oNr- ts t�ny ��� -'�8 �/as�
INV. lN 86.30'
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% % �% �% % �%
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PROPOSED = ���; n��Tn �� 5� l5' 25' 35' 45`
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GREEN CH'A.PIV�AN ROAD SR 2009
- GAST4N CQUNTY
o CULVERT �ZL� � �
o Section
en Area
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DRAWN BY,• RLB
�E�/. 73 y �3L13
DATE; 3.20,2024
3/zx /zo�g
SCALE; NTS