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DESIGN GRADE DESIGN GRADE
<br /> SANITARY SEWER NOTES
<br /> 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND WSDOT/APWA
<br /> STANDARD SPECIFICATIONS.
<br /> 2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE CQVERED, CONCEALED, OR PUT INTO USE UNTIL
<br /> IT HAS BEEN TESTED, WSPECTED, AND APPROVED BY THE CITY INSPECTOR. f�'`�/� � � �� i ' \ \ ` e �\ , ,� ���� � �� i , � \ �
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAI A R S AND � � ��/ / / / \` �� ��� ' ' � � \ \ / / / \ i�\ �� '�
<br /> L BLE RECO D /�, �, \ � � \ \ � /� � \ \ \ \ \
<br /> ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF �/ /� '/ \ \ � \ � SEE SHEET C1.05 THROUGH C1.07 � // � \ \ \ \ � SEE SHEET C1.05 THROUGH C1.07
<br /> � r � � \ � � FOR ROADWAY SECTION � � � \ \ \ \ �
<br /> LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH � � ��� / / / / � � � / / / / � FOR ROADWAY SECTION
<br /> .� � , / / / �' .� � / / / /
<br /> EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY PUBLIC WORKS / � / � / / / / - � ��\� / / / / � SUITABLE NATIVE MATERIAL
<br /> ,�� � � \ \ \ \ / STRUCTURAL FILL � � / \ \ \ \ \ /
<br /> INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO �,�/ �.�� \ \ \ \ ,� ���� \ \ \ \ � � OR IMPORTED CSBC
<br /> COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. � �,/ \ \ \ \ � � \ \ \ \
<br /> �� / / / / /� / / / /
<br /> 4. ALL SEWER MAIN EXTENSIONS WITHIN PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY � �/ / / / / �/ PIPE ZONE BEDDING � / / / / / / PIPE ZONE BEDDING
<br /> i�� , / / / , i , / / / �/
<br /> S U R V E Y F O R L I N E A N D G R A D E P R I O R T O S T A R T I N G C O N S T R U C T I O N. � � � � \ \ \ , � \ \ \
<br /> _ °O >- %\ ' � \ ` ►� �\ \ \ SANITARY SEWER MAIN,
<br /> 5. S E E S P E C I F I C A T I O N S 3 3 3 1 0 0 S A N I T A R Y S E W E R U T I L I T I E S F O R N O T E S O N C O N N E C T I O N T O E X I S T I N G � �-- � � \ �� 6 H D P E �� \ \ /
<br /> � � / / / 1 / / / / / � SEE PLAN FOR SIZE
<br /> MANHOLES. � / / / / \, / / / /
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<br /> /�`/���/�/�/�/`/�� /��`,�, `/ NOTE: 5EE CITY OF EVERETT STANDARD C° / /
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<br /> � �
<br /> 40" TRENCH6REQUIREMENT OR ADDITIONAL —� /// / / // // /
<br /> MAX. � / / � �/��/� % �j� NOTE: SEE CITY OF EVERETT STANDARD
<br /> 40" PLANS 610 AND 611 FOR ADDITIONAL
<br /> MAX. TRENCH REQUIREMENTS.
<br /> SANITARY FORGE MAIN SANITARY SEWER MAIN
<br /> TYPICAL SECTION TYPICAL SECTION
<br /> CLEANOUT PER CITY OF
<br /> EVERETT STANDARD PLAN 604
<br /> GRADE ELEVATION GRADE ELEVATION
<br /> �i\�/\�i\�/\�/,\�/���/��/��/��/��/��/��/ /��/��/��/�� /��/ /ti�/��/��/��/��/��/��/��/��/��/�� �i\�/\�i\�/\�/,\�/�\�/\�/\�/\�/\�/\�/\�/\�/\�/\�/\�/\�/\�/\�/\�/\�j\�j\� \� \� \� \� \� \� \� \� \� \� \� \� �
<br /> // // // // // // / // // // // / / �//�//�//�//�//�//�//�//�//�//�//� � // // // // // // // // // // // // // // / / / �/ �/ �/ �/ �/ �/ �/ // // // // // ,�
<br /> �, �\�/\�%��%��%��%��% %��%��\���\'��\ \�ti\,� ,�\��\ �\ �\ �\ �\ �\ �\ �\ �� `��/\��\��\��\��\��\��\��\��i����`��,��\.��\.�\��/\ ,/��,/�����/��/��/��/��/��/��/��/�����/
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<br /> � �\�,�\�,��\.��\�� \/ / / / /�
<br /> ���,���,��\��\,�
<br /> � WATER OR
<br /> � o Z DRAINAGE PIPE
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<br /> = TRANSITION FORCE MAIN DEPTH PRIOR
<br /> v� AND AFTER UTILITY CROSSING TO
<br /> � CAPPED FOR MAINTAIN 18" MIN. VERTICAL CLEARANCE.
<br /> � FUTURE CONNECTION MAINTAIN MIN. 15 BEND RADIUS
<br /> = 2� MIN.
<br /> � SLOPE
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<br /> c�
<br /> �
<br /> � 6" PVC ASTM D3034, SDR35,
<br /> � OR AWWA C900, TYP.
<br /> Q ° NOTE: SEE CITY OF EVERETT
<br /> c� 4
<br /> STANDARD PLANS 602 AND 604
<br /> Z �� FOR ADDITIONAL REQUIREMENTS
<br /> z ° a
<br /> a ' SANDBAG FILLED WITH 60LBS
<br /> ° PVC SEWER MAIN � ° MINIMUM DRY MIX CONCRETE
<br /> " (OR CONCRETE BLOCK)
<br /> �
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<br /> �
<br /> 0
<br /> �' TYPICAL SEWER SERVICE VERTICAL FORCE MAIN CROSSING DETAIL
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<br /> � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. R E C O R D D R A W I N
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<br /> 0
<br /> �... PROJECT ENGWEER: SCALE: PORT OF EVERETT DWG. NO.
<br /> 0 o PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED C'�i�. � O
<br /> � a � PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE
<br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DEsiGNE� BY: DATE:
<br /> p c o � O 1 7 3 6 F o u r t h A v e n u e S.S u i t e A W A T E
<br /> v W H E R E S P E C I F I C A T I O N S A R E G�N E R A L O R N O T C A L L E D O U T, C. W I E S T .J U N. 2 0 1 6 R F R 0 N T P L A C E C E N T R A L C I P N o. 2-0-0 4 5-0 1, 6-8-0 0 1-0 6,
<br /> � � Seattle Washin on 98134
<br /> � � T H E S P E C I F I C A T I O N S S H A L L C O N F O R M T O S T A N D A R D S O F �
<br /> � ; v E R E T T P:2 0 6.6 2 4.1 3 8 7 I N D U S T R Y. D R A W I N G S A R E F O R U S E O N T H I S P R O J E C T O N L Y �R a w N B Y: C H E C K E D B Y: F I S H E R M A N S H A R B 0 R 6—8-001-0 7, 6-8-0 01-0 8
<br /> � � ENGINEERS, INC. www.pndengineers.com 01 9/15/18 JBK RECORD DRAIMNG AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN N. ALEXANDER PROJECT
<br /> P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED S E W E R D E TA I LS No. PD-WP-2016-01
<br /> �j EVERETT, wA s82os QO 6/30/16 JBK ISSUED FQR BID AND CONSTRUCTION (N ANY MANNER THAT WpU�D CONSTITUTE A DETRIMENT APPRovED BY:
<br /> � Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. SHEET N0. 88 OF 195
<br /> N0. DATE BY REVISION
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