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<br /> 2M �{; � sp STORM DRAIN .
<br /> I `� v -�--sp FLOW DlRECTION
<br /> :
<br /> � i--BACK OF WALK � � CATGH BASIN, TYPE A
<br /> � � � w � CATCH BASIN, TYPE 2
<br /> c� � _
<br /> � . �_ v7 O STORM MANHOLE
<br /> =�r:�
<br /> tn '�' w
<br /> � � TRENCH DRAIN, SEE �
<br /> m f . �_ � CUT-OFF DIKE C7.15
<br /> Im � I
<br /> --�I �
<br /> G PROPOSED GAS
<br /> 34+00 3RD AVENUE 35+00 �? W PROPOSED WATER
<br /> `-` --� — — --i — --- �— — — --i — — - �— �
<br /> "f� � SS PROPOSED SANITARY SEWER
<br /> c,� � -{-
<br /> t+ � _ _ M - P- PROPOSED POWER
<br /> o �
<br /> � „� T PROPOSED TELEPHONE
<br /> J�
<br /> t i C— PROPOSED COMMUNICATION
<br /> f� `f'
<br /> BACK OF WALK W ` a-Q PROPOSED LIGHT POLE
<br /> .
<br /> E Z
<br /> V I � _ � TREE WELL.
<br /> �°°W� � �tl -� � BACK OF WALK ,
<br /> � WM WATER METER VAULT
<br /> F'- E a
<br /> z �� �_ . . � :
<br /> t„ � .�.A, �}
<br /> �
<br /> w � CB #9 �
<br /> t� SD SD SD SD � SD ���"'��:
<br /> CB #58
<br /> � 3RD AVENUE 3� +o0 32+00 '
<br /> .� _ _ , _ _ � _ 1 . SEE SHEET C7.1 FOR CITY STANDARD DETAIL
<br /> O 20 LF 12"4� @ 2.0% 20 LF�8�� 4� � 1 .0% r�-� ' REFERENCE.
<br /> 0o CB 59W W W W� . W ��.� :.i-�
<br /> M �,_ 2. FOR CATCH BASIN, STORM MANHOLE, AND WATER
<br /> G+ . CB #93A �,', , .
<br /> ; QUALIIY TREATMENT SYSTEM, LOCATIONS REFER
<br /> M ,,, TO THE CENTER OF THE STRUCTURE.
<br /> .�:,,y .,-,.
<br /> ,�;. .;a -
<br /> y �
<br /> 3. WHERE WATER, GAS, POWER; TELEPHONE, AND
<br /> N G G G G G I COMMUNICATION CABLE �WTERSECT STORM LINES,
<br /> t`' � DEFLECT WATER, GAS, POWER, TELEPHONE, AND
<br /> Z �"� : COMMUNICATION CABLE UNDER STORM LINES.
<br /> BACK OF WALK
<br /> _ �' 1 4. PROVIDE 12-INCH MINIMUM GLEARANCE BETWEEN
<br /> U ' SCALE IN FEE(
<br /> �, - - - UTILITIES AT CROSSINGS.
<br /> Q _
<br /> � +�`� 20 0 20 40
<br /> rrr
<br /> � � � � : �``�O�IVI �►�AIN STRUCTURE TABLE
<br /> . . . . . : : . � .... � .................. .. � .... ... .... . ... � INVERT GRATE
<br /> ..................... ..................... ..................... ....�........... ..................... .................... ..................... ..................... ..................... ..................... ...........�. .... ..................... ..................... ..................... ............... .. . .. .. . . CB N0. STATION OFFSET RIM TYPE
<br /> z� . . . : � +I : . : . . . ELEVATION TYPE
<br /> - �
<br /> : � o p � � � � � ¢ o � � � � � � CB #58 STA 30+42.0 10.16' LT SEE PROFILE SEE PROFILE A 40GA
<br /> ; � N � N . : . .
<br /> °0 N oo r� � Q � � � ( � �? : � . . . CB #59 STA 30+42.0 10.16' RT 22.10 19.00 A 406A
<br /> � r— �— � � ; �. -
<br /> : : : : : • . .
<br /> : : � . . . . . . _
<br /> � : .
<br /> . II
<br /> . . . ,
<br /> : : : . . .
<br /> . . . 32 : : : � � v� : �� : . . PROFILE SEE' PROFILE 2 406q
<br /> �a �e- :............ .. . �I..N......................:.......................:...................... ..................... ..................... ..................... CB 93 STA 31 +94 0 9 29 LT SEE ,
<br /> ..................... ..................... .....................�...�..�..�...... ..................... .................... .................... ...........,�. .... ............. ..�..................... m � � . . . #
<br /> CU � — — C.� �t-( c.� U � — .
<br /> ' ' � � GB �93A STA 31 +94.0 10.58' RT 30.00 27.20 A 406A
<br /> : : : : � : : ; � � � . � NOTE: FOR TYPE 2 CATCH BASINS, SET GRATE AT CURBLINE
<br /> . � � . . : : :
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<br /> � � !4�� � � i j{ (�Il �� i�,�_�� s � � 9:=_1.�� 1 � �����
<br /> . . . . �J:€ �:'L,.� �f �,Jf �,� �S� 3 � �,-_W3 =LId,I
<br /> : : : : : : . . .:. J L�r ._ . . .
<br /> i : : : : : . ' . �@� ` j� R�I�f I '—� — �--��I,��
<br /> . . . A . . : : : : : ' . A � -
<br /> . . . . ' . � � } 1 i�
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<br /> ..................... ..................... ..................... .................. ................. .................... .�. ............. ................. ................... ........,............ ..................... ..................... ... . .. . .. . .
<br /> �• . C� �I-_ � ,�3 i€
<br /> .;�� .�.. ..�..;n•• . . . . If�J ' j ��� ?'� F� 1° (5�f '
<br /> � 1� .0 �.._ � �_�; � x
<br /> i . . 152 . . . � . . . . � � Y �_ R� ���1
<br /> �' � r�'����E,� G , v---„� o� I ���
<br /> � � � � : : � . 0 AM BLOCK; SEE C3.6 : , �, � �,.����
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<br /> . . . :
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<br /> . . . . . . . �
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<br /> �, . . . � � ,, �
<br /> KEY MAP . �
<br /> � r
<br /> d- . . . � : � ��� :� ��`�F�, �,�z����^��. � ti p' , �� ; l �.I...� s
<br /> �, � ` ���-3'k��"� � NOT TO SCALE � i�� � ,�' ����_�
<br /> � �g ,y ��ye � 1
<br /> . , , . . .
<br /> � : � ����:y✓�r�r Q�� Z� `�' ZUUid � '` � `�`;,'S;'' ! C�E .—_ {�;j�
<br /> � . . . . • . j J � �H :,a' .`� � . . . . . . . � .. T ���� .
<br /> � � . . , � � . � � � �r� ������fi��� ���.� %���� F7�'`� ,��t��v, �� ��,i`��`� �
<br /> � • : � � .'r r I / 1 td ��:i"�',rs .r;:_ .. �
<br /> Q •.........•.•.......... ....•..........•..•.••. ..�................... ..•.................. .....•..•............ ................ . . . . . ....................... ...................... ................................................. ............................................... t; �3.. j' '�� P� y .
<br /> / g i�:`+ / , l�?� � � y . .. . . . �
<br /> .4� � f .�e �° �
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<br /> � • �f ,f
<br /> �'I�BLjr t'10 iKS �,�11 I S P�r i r t� v'���e
<br /> � f 3�r� ��{11PXG h�Y �C71lb� +Ut T!��� ��� � ,
<br /> � . . . , PROFILE . . . . . , � -���,- �=������h3 � � � ` � _ � �,�»
<br /> O . . . . . . . � !n':I��C1 �aF� �jL tJ-' rl-iS rt�iG �C'i
<br /> � � ��' M Iv Y r �4�+�1 i�J�� .. �'A �x 11 NOTE.
<br /> 9
<br /> : : : : : : r��� �
<br /> . . . . . . . � N ,
<br /> . .
<br /> .
<br /> o : : : : : : : : ,� , � . �r � �F�� �_ �� F "L DOES `NOT ME'ASURE 1 ''
<br /> . : �
<br /> j : ; : : : : : : HORIZ: :1 = 20 : '_ ..�.------_ __ _____ ___ f,��� ��� �s .;�, � '_ _ � -:` . ADJ T S ACC4RDINGLY.
<br /> I
<br /> � � � 7 VERT: :1" = 4' . , . , . '� � US CALES
<br /> .�- � . . . . . . . . .
<br /> N
<br /> � PROJECT ENGINEER: SCALE: � , ,
<br /> � °� C1. K(/ � � �� � �� V � � � � � DWG. N0.
<br /> � � I I I ' I � C��QFwAsy�,o� , j H. KUYPER AS NOTED � �'� -� �
<br /> � �,`tr� � � �Z�1 DESIGNED BY: DATE: ����� �A��NA IIE��V�LVI �ENT
<br /> �n �� � -
<br /> 728 134th Street SW • Suite 200 ,� � a D. YE AUGUST 4, 2006 c►P No.
<br /> Q ,o DRAWN BY: CHECKED BY: �NF��ASTRU�T�URE PH�SE �I 3-0=UJ3=Q9
<br /> a �'o�F 76�� �°���w�� PROJECT
<br /> N `'�; •� cisTER W. CIRIDON
<br /> ; P.o. BOX 538 Everett. Washingtan 98204 �, s�,�„�,�L�.� p� �"�'C� R M C� ��I N �� � �' �,�N A N D No. PD—NM=2�05-06
<br /> \ _ 0� 8/4/06 PERMIT APPROVAL/CONSTRUCTION ��- r ��,��'� APPROVED BY:
<br /> EVERETT, WA 98206 Ph; 425 741 38Q0 j� 1 ( [�
<br /> � (425) 259-3164 ExPiREs 03�03�07 � + � 1\� � F L�.,� """`"' � 1 \ � ,�,V E N U E
<br /> JOB No. 21-04-015 N0. DATE BY REVISION N0. DATE BY REVISION SHEET NO.
<br /> 69 oF l83
<br />
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