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�7'�R ���1N �T�U�TUR� 7AB�.�
<br /> INVERT � GRATE
<br /> CB N0, STATION OFFSET RIM ELEVATION �PE TYPE
<br /> CB #10 STA 23+73.00 0.00' SEE PROFlLE SEE PROFILE � A 406A
<br /> � _
<br /> t;-; ,
<br /> ���> CB #11 STA 23+39.00 0.00 SEE PROFILE SEE FROFILE A 406A
<br /> ' CB �12 STA 20+80.00 . 0.00' SEE PROFILE 'SEE PROFILE A 406A
<br /> � . I CB �12A : STA 22+79.50 32.84' RT 21 .84 ` 17.0 A 406A
<br /> . I
<br /> U I I �
<br /> BACK OF WALK rn CB �12B STA 22+79.50 32.84' LT 21 .84 17.0 �A 406A
<br /> �r-,
<br /> w CB #62B � C� #63B � CB �12B �, CB �62 STA 20+40:10 0.00' SEE PROFILE �SEE PROFILE � 2 406A
<br /> _ » � I � CB #62A STA 2Q+39,60 32.84' RT 21 .84 18.0 A 406A
<br /> G ;
<br /> 33 LF 8 X � 2.0� ��
<br /> tn 34 LF 8"� C�7 �1.0% j� 33 �F 8"�
<br /> w � � � � � �' � 1�.0% � �� CB �62B STA 20+39.60 ' 32.84' LT 21 .84 �
<br /> 18.0 �: A 406A
<br /> I �
<br /> � o ❑ � \ ,� j '�t� ° ��� �� ��t, CB #63 STA 21 +99.55 0.00' SEE PROFILE SEE PROFII,_E . A 406A
<br /> Q
<br /> I : �
<br /> -- - -P- ---P- -- -P----P- -- -P- -- -P-- - -P-�'�/ � �'I-P- - --P-- - -P-- =- -P- - P- - - -P- ---P- - - -P- ---P_. ._.__` '�' ♦ CB �63A STA 22+06.15 ` 32.84' RT 21 .84 17.05 A 406A
<br /> � E E E .-�� � = _ -�--ti„ = � (� - � p`���� O� �
<br /> � 2N��� 21 +00 ��22 OC? 1\ ��=: 23+00 2ND AVENUE '� CB �638 STA 22+06.15 32.84 LT 21 .84 17.05 A 406A
<br /> _ CB #11 - �. ,
<br /> � CB #6 1 �J� CB - �'--`�" "-y-'�°""' SD # �a �x� NOTE: FOR TYPE 2 CATCH BASINS, SET GRATE AT CURBLINE
<br /> ►'� CB #62 #1 , �- .�--�-- �\
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<br /> 9 " LE�EN D. �
<br /> �n � � � � \ 2Q �
<br /> � o � � �� ; � �N., �' �,"�0 � 1 , SEE_SHEET C7.1 FOR CITY STANDARD DETAIL Sp STORM DRAIN :
<br /> N � � �\c \ � I � r � - U,��;���r:� �� RE���RENCE.
<br /> W �==�' T�- T ��= =C�- - =�L==�==C=T==�I- �._�_ _=�� T=��--C j�=�=1 =� - - - - -T - - - -C- - =��= - - -TC�� �� G .�
<br /> 33 LF 8 X C�? 2.0% � � �\c , >
<br /> z 34 LF 12 � � 1 .0% -o y � SD FLOW DIRECTION
<br /> ' '` 2. F0� CATCH BASIN, STORM MANHOLE, AND WATER
<br /> -.� �'� 'c't: �P QUA!__ITY TREATMENT SYSTEM, LOCATIONS REFER � CATCH BASIN, TYPE A
<br /> V CB #62A CB #63A ;� 33 LF✓�8"� CB �12A � T �
<br /> ' � 1 .0 �m�� \ T TO �HE CENTER OF THE STRUCTURE. O CATCH BASIN, TYPE 2
<br /> F-- BACK OF WALK \� I I � �.,� . ,
<br /> 'Q I 3. WHERE WATER, GAS, POWER, TELEPHONE, AND � � STORM MANHOLE
<br /> � COMMUNfCATION CABLE INTERSECT STORM LINES, TRENCH DRAIN; SEE
<br /> . '� DEFLECT WATER, GAS, POWER, TELEPHONE, AND A
<br /> _� COM�IUNICATION CAB�E UNDER STORM LINES. � CUT-OFF DIKE C7,15
<br /> 4. PROVIDE 12-INCH MINIMUM CLEARANCE BETWEEN G PROPOSED GAS
<br /> UTILiTiES AT CRQSSINGS. -
<br /> W PROPOSED .WATER-
<br /> . SS PROPOSED SANITARY SEWER
<br /> ....................:...................:...................:...................:...................:...................:........................................:...................:...................:...................:.............................................................:........................................:...................:........................................................................................................
<br /> � � � � : . . . : P PROPOSED POWER
<br /> . � � � � T � PROPOSED TELEPHONE
<br /> " � ' � C PROPOSED COMMUNICATI�N
<br /> ..... ............ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ............. .. ................ ................ ................ ................ ................ ................ ................ G' P E
<br /> � PROPOSED LI HT OL
<br /> . � TREE WELL "
<br /> . . WM WATER M ETER VAU LT
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<br /> KEY MAP
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<br /> � . . . . . . . . : 12 � 12 � 1
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<br /> . . . . . . . . . . . -� -� F
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<br /> � . . . . 4 ��� �3 F'���'s��ilt€
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<br /> � � ��e��[}�?�YC�i'�`h�, �'�a-� �la�Ceo3`''f6 da�fi3C�1i��"s�.�"i1 NOTE: 1 �' .. -�
<br /> o : : : : : : � �� ,� ; � ,^'{� ����� �-� LQ�1��, �,n �� r�� a IF �,�„ DOES NOT. MEASURE 1 +;
<br /> j : : : : : : : � HORiZ: 1 = 20 : . . . . . . . . . -� ....__ �_ w,.��_.. ,��_... ' '�:; [-';�.."���Y" �, ,,f f._�.;� ' �' ' ' ADJUST SCALES ACCORDINGLY.
<br /> � : : : : : : : � � VER�F: 1" = 4' : : ; : . . . .
<br /> i ,r _
<br /> -
<br /> PROJECT ENGINEER: SCALE: r ,
<br /> _ � � � � � � � V � � � �� � DWG. N0.
<br /> Q.. � � I I I � I �`�o�w�U�l�,b�y,; H. KUYPER AS NOTED
<br /> � � .� �, r �_�. � �
<br /> � �,�Q.�`'� � ' T����� DESIGNED BY: DATEt , NVR�! 1 �Ai1��A ����V�L�,,l1 M�N� � �
<br /> �' �� � � � D. YE AUGUST 4 20�6 ciP No. �
<br /> } � � ' l�F'R�S��UCTURE �HASE 1 3-0 -oo3-og
<br /> � 728 134th Street SW ' ���le 2�� � DRAWN BY: CHECKED BY:
<br /> _
<br /> � �9� �'FcisstR�'°��'``�` W. CIRIDON PROJECT
<br /> � Everett. Washington 98204 �: �`Fs�;o ����� � - - ��C� I� M � �A I N �� � P �.A N A N C� No. PD-NM-2005-06
<br /> o P.O. BOX 538 0� 8/4/06 PERMIT APPROVAL/CONSTRUCTION NA `� �'� �
<br /> � EVEREiT, WA 98206 Ph. �,2� 74,�-38�a �' APPROVED 8Y: ,
<br /> o (425) 259-3164 ExP�REs 03�03�Oi � ! \ V �( t.,.�.� � � � � � Y �'N U E
<br /> JOB No. 21-04-015 N0. DATE BY REVISION N0. DATE BY REVISION SHEET NO.
<br /> 67 oF �83
<br />
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