A PORTION OF THE NW 1 /4 OF THE NE 1 /4 OF SECTION 7, T 28 N, R 5 E, WM
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<br /> 8 TO EXISTING 36' STORM DRAIN � 411 SF — W W
<br /> RIM 5469.92� 0 10 20 40 � � � W
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<br /> ' 6 SEE SHEET C8 FOR SANITARY SEWER CONNECTION PLAN. ��;�
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<br /> PLAN VIEW - RAINIER DRIVE � SEE SHEET C9 FOR WATER MAIN CONNECTION PLAN.
<br /> 8❑ SEE SHEET C6 FOR STORM DRAIN CONNECTION PLAN.
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<br /> � NEW IE IN 12" (E) 4ss��s�-466.70 EXISTING PAVEMENT � � ; I �
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<br /> v; RlM 459.92 � __ -__ --- --- --- "--•+•�- �_
<br /> g lE 461.50 (36" IN-S) � y�
<br /> W �. � This Record Drawing has been prepared, in part, based �
<br /> o tE 4t`r3-�S9-(12 /N-f)463.30 �
<br /> Q on"As-Built"information provided by others.Though
<br /> lE 461.50 (36" OUT-N) the as-built information and this drawing are based on `�
<br /> o ,� . _ DATE: JANUARY, 2018
<br /> o -��� �� 44o the best available information, no presumption should SAWCUT IN STRAIGHT PARALLEL
<br /> o � , ! made regar ing the drawing's accuracy. �� DESIGN: BJN
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<br /> ao 0 0 � [ � � , �_ APPLICATIONS OF AR-4000 CHECKED: JNS
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<br /> } � � �� � Permit Ins ector NUMBER:
<br /> � Pr�ntName &T�t�� RAINIER DRIVE - STANDARD SECTION
<br /> @ a ���SQ '�2+80 13+20 13+fi4 14+O�D _ �- scaLE: �"=20'
<br /> N� PROFILE VIEW - RAINIER DRIVE
<br /> � PROJECT NUMHER:
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<br /> REYK-0004
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<br /> DRA�YING FILE:
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<br /> �� RECORD DRAWI NG
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