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<br /> 1 . SEE SHEET C7.1 FOR CITY STANDARD DEfAIL Sp STORM QRAIN
<br /> �� � REFERENCE. ,,
<br /> . �" SD FLOW DIRECTIQN
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<br /> �,` 2. FOR CATCH BASIN, ST�RM MANHOLE, AND WATER � CATCH BASIN, TYPE A
<br /> � QUALITY TREATMENT SYSTEM, LOCATI�NS REFER
<br /> ��. � TO THE CENTER OF THE STRUCTURE. � CATCH BASIN, TYPE 2 ;
<br /> ►� POWER TELEPHONE AND OO STORM MANHOLE
<br /> �� BACK OF WALK 3. WHERE WATER, GAS, , ,
<br /> � U COMMUNICATION CABLE INTERSECT SYORM LINES,
<br /> � Fq�� � TRENCH DRAIN, SEE A
<br /> DEFLECT WATER, GAS, POWER, TELEPHONE, AND
<br /> O , W COMMUNICATION CABLE UNDER STORM LINES. � CUT—OFF DIKE C7.15
<br /> Q G G C G G G G G G G
<br /> D��� �' ��� � 4. PROVIDE 12—INCH MINIMUM CLEARANCE BEfWEEN � PROPOSED GAS
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<br /> �G \�'1' p 8 00 Q� � P— — — —P—— — —P— —— —p�— ^ ^P� — —�P— — a C PROPOSEp COMMUNICATION ,
<br /> P � \�p / � _ _`�-.. -.�.e— 1�1�p�T B�E�p — —��o— — P— �' —P�_ — — — — C°
<br /> � �� ss � P '— ,� � � PROPOSED LIGHT POLE �
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<br /> �TC��t� C�1����1 STRUCTURE TA�LE �
<br /> so � - --J===c= — c- - - -c- - - -c- - - -c- - - -c— = - -c- - - -c - - c- - - -c- - - -c- - - Q
<br /> `� _ .�� 14 LF 8"� � 2.0� � INVERT ` GRATE
<br /> CB N0. STATION OFFSEi- RIM TYPE
<br /> CB #25A �� �B � � A ELEVATION TYPE
<br /> BACK OF WALK CB #25 STA 88+43.29 28.20' RT SEE PROFILE SEE PROFILE A . 406A
<br /> CB #25A STA 88+11 .22 43.04' RT SEE PROFILE SEE PRO�ILE A 406A
<br /> CB #26 STA 89+15.0 28.66' RT SEE PROFILE SEE PROFILE A 406A
<br /> CB #27 STA 89+15.0 11 .05' LT 2�.76 17.50 A 406A
<br /> � CB #93 STA 89+90.40 28.27' RT SEE PROFILE SEE PROFILE 2 S�UQ
<br /> CB #93A STA 89+9�.40 41 .57' RT 22.34 18.00 A 406A -
<br /> CB �94 STA 89+90.4-0 13.23' RT 21 .04 18.04 A 406A
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<br /> � V�RTZ 1" = 4� ADJUST SCALES ACCORDINGLY.
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<br /> . r �` � i PROJECT ENGINEER: SCALE: � � �� � � ������� ,
<br /> � • ■ �� � ;�r � H. KUYPER AS NOTED �wc. No.
<br /> � I � I I (¢J�`�OF W�'�H/,y�A� pESIGNED BY: DATE: � �� �
<br /> � Qr Q , N�R�� �����1� RED�VELOPMENT CIP N0.
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<br /> � �' �,� � D. YE AUGUST 4, 200� IN�RASTR���U�E ��AS� 1 . �-0--o03-Q9
<br /> 728 134th Street SW Su�te 200 l DRAWN BY: CHECKED BY:
<br /> � } Q I. ��a�'F F�sT7�.R�,�`��c'``'`� , W. CIRIDON PROJECT
<br /> ; P.o. BOX 538 Everett, WaS�IC�9tOn 9U2O4 ss��NA���� � APPROV Y: ��� � � � ��� ��� � � �-� N A N � No. P D—N M—2005—0 6
<br /> � EVERETT, WA 982�6 ; 4 74 — 0 $�4/06 PERM{T APPROVAL/CONSTRUCTION �'��� E� B
<br /> o (425} 259-3164 Ph �5 � 38�d �EXPIRES 03�03�07 I � � � � � �,,,,� """"°` � �� � �� � � ��
<br /> JOB No. 21-04-015 N0. DATE SY REVISION N0. DATE BY REVISION SHEET NO. 62 OF l83
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