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STORM DRAINAGE NOTES:
<br /> 1 . ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF EVERETT STANDARDS AND/OR
<br /> 24" MIN WSDOT/APWA STANDARD SPECiFICATIONS AS APPLICABLE.
<br /> GRATE 4" 6" MIN 2. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE
<br /> UNTIL IT HAS BEEN TESTED, INSPECTED, AND ACCEPTED BY THE CITY.
<br /> 2� 2� a � e �,,�i��i'
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE
<br /> � `�� BACKFILL RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE
<br /> � `' � � RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br /> `' � TRACER TAPE
<br /> �2�#4 � � `- � ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE
<br /> \
<br /> � ���� DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGiNEER AND
<br /> �, � � �. . � �� "� � J \ — \��� TONING WIRE ANY CHANGES REQUIRED SHALL BE APPROVED BY THE ENGINEER PRIOR TO
<br /> �, � w W SHORE i, o i
<br /> � Z AS REQUIRED FOR jj / � PIPE BEDDING COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.
<br /> � �� � > = SAFETY %� 4. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO
<br /> � � � � � v ' STARTING CONSTRUCTION,
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<br /> PREFO R M ED MAN U FACTU RED �\'�� � ���j�\�j���j��������!�\�/� �����ji�%��
<br /> CHANNEL ����%������
<br /> PREPARED SUBGRADE
<br /> A TYPICAL SECTION — TRENCH DRAIN B PLASTIC PIPE TRENCH SECTION
<br /> C7.15 NOT TO SCALE C7.15 NOT TO SCALE
<br /> PIPE TRENCH
<br /> (BEYOND)
<br /> F,�°'�;.�\,�\/.� �,�.
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<br /> �% _.;�'a`� �.^f�:<;�':; ,
<br /> � �� �� EXTEND CUT—OFF
<br /> MIN. OUTSIDE _r:��:,;:.<_: .w.;:"�01>::`::'=. �,
<br /> EDGE OF � >���=�;�f"' �?''µ'�= ` DIKE 1 ' MIN. INTO
<br /> ;�.°°
<br /> CUTOFF DIKE f��r`���}�:�`���`�a�"`���4`F`s;y°�'';` TRENCH SIDEWALLS,
<br /> ',,�j�,j��../ BOTTOM, AND TOP OF
<br /> FINISH GRADE PIPE
<br /> S ECTI 0 N A-A
<br /> ., -
<br /> � SIDES & BOTfOM
<br /> a � 1 '-0" MIN. BOTH SIDES,
<br /> o g � ��i��i��.�
<br /> � � 9"PIPE 9" � TRENCH °'�,,# ,°.; e �..� TOP & BOTTOM
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<br /> � BENTONITE
<br /> i � �`� FOUNDATION GRAVEL 'f/ �/,��' PLANS APPR4VED
<br /> `�' � � AS DIRECTED °p�, i`;. ��
<br /> � 2' ��
<br /> o PU SERVICE'i QATE '�
<br /> oP LAN PIJBtIC WORKS
<br /> � EROSION DRAtNAGE pEPAf2TMENT
<br /> � A PUBUC WORKS FfRM�T IS REQUIRED PR10R
<br /> m CITY ENGINEER TO STAR7ING ANY CONSTRk�iWN ON 7HIS
<br /> � C TYPICAL SECTION — DUCTILE IRON PIPE TRENCH
<br /> Z 1 C U T�O F f D I K E PROJECT. APPROVAL R H PRO�ECT tS
<br /> O CONDITIONAL PER CURR�N'C STANOARDS
<br /> AND EXPIRES,..�„__,,,�tMIESS rERM!T
<br /> v C7.� 'rJ NOT TO SCALE FOR CONSTRUCTION HAS BEEN ISSUEO
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<br /> C7.15 NOT TO SCALE
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<br /> o NOTE:
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<br /> ' EARLY ROADWAY AND UTILITIES BID PACKAGE 13 ADJUST SCALES ACCORDINGLY.
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<br /> ` PROJECT ENGINEER: SCALE: DWG. NO.
<br /> ' PORT OF EVERETT
<br /> o � • • 1� N. K 1 H. KUYPER AS NOTED
<br /> � � � � 8/29/08 BID PACKAGE 13 — BID SET C�� F was YA ' �j 7. 1 5
<br /> � � ��° "� � � °ES►�"E° BY: °ATE: NORTH MARINA REDEVELOPMENT
<br /> � O� O 8/8/08 EARLY ROADWAY & UTILITIES y .,- �°�� CIP N0.
<br /> � BID PACKAGE 13 - REVIEW � - �. YE AUGUST 4, 2006 INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> 728 134th Street SW Suite 200 DRAWN BY: CHECKED BY:
<br /> � Everett. Washin ton 98204 � 3/16/07 CONFORMED SET ADDENDA 1-4 9° ��ST�Ea�°a��`�,`�� W• C I R(DO N H. K UYP ER S T 0 R M D R A I N A G E N 0 T E S N0. JECT _ _ _
<br /> P.O. BOX 538 9 s�/ONAI.E� APPROVED BY: P� N M 2 0� 'rJ �6
<br /> � EVEREIT, WA 98206 Ph: 425 741-3800 � $�4/06 PERMIT APPROVAL/CONSTRUCTION L
<br /> o (425) 259-3164 N0. DATE BY REVISION N0. DATE BY � ����� A N D D E TA I LS
<br /> JOB No. 21-07-004 REVISION SHEET N0. 47 OF 83
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