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STORM DRAINAGE NOTES: <br /> - . . � 1. ALL WORK AND MATERIALS 5HALL CONFORM TO CITY OF EVEREff STANDARDS AND/OR - <br /> 1'-6'� MIN WSCOT/APWA STANDARD SPECIFICATIONS AS APPLICABLE. <br /> GRATE 4 6" 2. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE <br /> MIN. UNTIL IT HAS BEEN TESTED, INSPECTED, AND ACCEPTED BY THE CITY. <br /> �, <br /> 2� �_� � 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN.OBTAINED FROM AVAILABLE <br /> tO � BACKFIL� RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE <br /> o e -� RESPONSIB�E FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY <br /> �2?#4 TR4CER TAPE <br /> � � � ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE <br /> ° ° 4 � � 3 ��� DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND <br /> o- _ ���. .p N � TONING WIRE ANY CHANGES REQUIRED SHALL BE APPROVED BY THE ENGINEER PRIOR TO <br /> p 4 w i,,i SLOPE OR SHORE i <br /> �z AS REQUIRED FOR �� � PIPE BEDDING COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. <br /> � ¢z <br /> o ° " �2 SAF� �. 4. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR UNE AND GRADE PRIOR TO <br /> a <br /> o -" - . � o.o �U STARTING CONSTRUCTION. <br /> . .��Q. . _ o� , p " W . <br /> O N Z <br /> a � �� <br /> . � . . / ':.. �/� <br /> ' p . . . ..Q. .. _ .. .. .� / . .'.'��•. ' �� <br /> . .... ..... <br /> . . . .. � . .... ...... <br /> . . p Q ...... ..... � <br /> . . a a � ' ' Z � .. . \ <br /> .�o � .. a � , . Q , � . /i i �g � . ` .�: �../:.. / . <br /> . 'p . . . � . . .. <br /> Z � <br /> \ / . �. 9rr 9n <br /> � � � <br /> PREFORMED MANUFACTURED � <br /> CHANNEL <br /> -PREPARED SUBGRADE <br /> A TYPICAL SECTION — TRENCH DRAIN B PLASTIC PIPE TRENCH SECTION <br /> C7.15 NOT TO SCA�E C7.15 NOT TO SCA�E <br /> PIPE TRENCH <br /> (BEYOND) <br /> •,�\.� ��% . �\�— <br /> ,i <br /> �j�;:f»��;:%�'';F�t;s � <br /> . ;a;�:tv ,�`:r< <br /> MIN. OUTSIDE ;�y,;k.��[?�?t�� EXTEND CUT—OFF <br /> EDGE OF -'aS:s�;-�=�:` OIKE 1' MIN. INTO <br /> CUTOFF DIKE '"-`vr'"�:i'=�'=�" TRENCH SIDEWALLS, <br /> ��,,/�,/�� BOTT0�1, AND TOP OF <br /> FINISH GRADE PIPE <br /> SEGTION A—A <br /> � SIDES & BOTTOM <br /> w� � ���/>�j� 1'-0" MIN. BOTH SIDES, <br /> � J <br /> �a 9"PIPE 9" Y TRENCH � TOP & BOTfOM <br /> o ui"i .D. Q • \ <br /> PIPE '�v/ • v v/�y/ '..;��"/ /v i .i �/ <br /> U m <br /> uw <br /> ����/i�/i�/if/i�/�.�,ar; .�i.�/��/�,.�j//. . . <br /> �� BENTONITE <br /> o, FOUNDATION GRAVEL �/ `' � <br /> 3 AS DIRECTED i� <br /> a � <br /> � PLAN <br /> i <br /> � <br /> � <br /> ; C TYPICAL SECTION — DUCTILE IRON PIPE TRENCH 1 CUT—OFF DIKE <br /> � C7.15 NOT TO SCALE C7.15 NOT TO SCALE <br /> � <br /> 0 <br /> � <br /> U <br /> / <br /> uJ <br /> oNOTE: 'r r,—�—i <br /> 0 <br /> j ADJUST SCALES ACCORDINGLY. <br /> � PRo�E�f���"EER: S�: pORT OF EVERETT DWG. N0. <br /> a � • � � � • ' ��,NwK yA � H. KUYPER AS NOTED C7.15 <br /> cv � ��' C F DESIGNED BY: DATE: <br /> � ��� y r�y D. YE AUGUST 4, 2oos NORTH MARINA REDEVELQPMENT CIP N0. <br /> � 728134th Street SW�Suite 200 oa�wN eY: �„E�KEo�: INFRASTRUCTURE PHASE 1 s—o—oo3-09 <br /> N A�3/16/07 CONFORMED SEf ADDENDA 1-4 qF��ST �'�� W. CIRIDON H. KUYPER STORM DRAINAGE NOTES PROJECT <br /> ; P.O. BOX 538 Everett.Washington 98204 �BBrox�L�O� naaRoveo ev: No. PD—NM-2005-06 <br /> � EVEREit, wn 98206 ph: 425 741-3800 � 8�4�06 PERMIT APPROVAL/CONSTRUCTION 3��° AN D D ETAI LS <br /> o (425) 259-3164 �OB No. 27-04-015 N0. DaTE 8Y REVISION N0. Da7E BY REVISION ���5 03�03�9 � SHEET N0. � <br /> 74 oF /Gl� <br />