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<br /> NOTES: \
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<br /> 1 . SD SHALL BE ASTM 35 SDR 3034. ' ' �� � o�MiH�� �! � � X
<br /> 2. DOWNSPOUTS SHALL NOT BE TIED INTO � � � -�,-�_ - ' ` ��� _ � ___ � �
<br /> TYPE 1 C8 �2 / / ` SEE C2.2 POR SD
<br /> FOOTING DRAINS. o � „� � eiM-�ea�2- 1�•�o i � �
<br /> � p , '2 � � CONNECTION CONTRACTOR '� Y �
<br /> - 3. SIDEWALK SLOPES ARE CALCULATED AT 1 .85%. °` a ��� �3. 3� ro Pon+o�e To so
<br /> �.^'. S I D E W A L K C R O S S S L O P E S S H A L L N O T E X C E E D � " ��� 1� ��''�^ f ° oE�RMwE iNVERr PRioR \�x
<br /> � �� O �� ec aos� IE (56 lo .� ,oa ro coHNecnoN F�,o� so r� R�n�„o.z»
<br /> � ' � 2%. PLAZA SHALL BE 2% IN ALL DIRECTIONS. , a , _ �--� � z . � � e e• oi �Ne�=�osza '
<br /> �: I I I � 4. WALL SHALL BE KEYSTONE COMPAC - � � �!� � �Oro� Reo eaRN eNcmeERiNc wc.
<br /> �1 • .� � ' �' �� SEE PROFILE C5.0 C � � � � 6610 NE 1815T ST STE 2
<br /> � � VIOTORIAN W� COLOR 6UBMITTED AND > � `� �1 � � �\\ � K�MOR�. wn eso¢s
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<br /> SCALE M FEET ) � � \ SIGrvAL nHEno REDBARN-ENGWEERING.COM
<br /> R'^" ,osa ' S. SEAT WALL SHALL BE PER ARCHITECT PLANS � � � sa -sicN
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<br /> iE s- oi �s� �oa.aa' 6. RAILINGS PER ARCHITECT PLANS � . � 4� a . � � ��� � � �F �2" o �\
<br /> 7. FENCE SHALL BE BLACK CHAINLINK FENCE � a + >' , o � °`�� •��� ° �
<br /> WITH POWDER COATED POLES, FENCE. TOE `� ' . � � '� � 1vPe z ce y � so
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