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<br /> ; � i � N:5038.24, E:5046.40 t � 1, � �'( � � I FEET
<br /> � � � IE=122.47 i GE:124.72 � � ,
<br /> z i � c `� TRENCH DRAIN (S) r �'' i / � ( � � I � •
<br /> ; � � �, � � iE:�22.5s (Nw> � ; � I a a a � � CONSTRUCTION NOTES. i
<br /> Zx ii � S � ` �� i � /��' � i j �j � ( O 1 C O N N E C T T O E X I S T I N G D R A I N A G E S T R U C T U R E.
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<br /> �� ; �� � ; � � I � � � O2 INSTALL CATCH BASIN TYPE 1 PER CITY OF EVERETT �
<br /> � i 1 �, �- � ` � � � � ( � � � STANDARD DWG NO 402.
<br /> c�, i �{ �; � i � � � I �` .
<br /> �� i 4`' - �� i ,� � ' I
<br /> �-- i � ( I � J O3 INSTALL FLOATABLE MATERIAL SEPARATOR & GAS TRAP �
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<br /> �� i � �c� (E=122.47 = � i � i i � vrs z � �
<br /> d � �, �, � I - - - - - - - - - - - - - - PER CI�fY OF EVERETT STANDARD DETAIL 413.
<br /> o� i 5 �v : � _. �`. � � �' � 2 ( P j �� � � � -� -v I •
<br /> �� � � �„��� p �-�- , i � ; � � � I I � = i DRAINAGE NOTES.
<br /> .,.. ,
<br /> z� ; 6LF 8 SD ��1.83% ;�` Ii i � 8" DURASLOT 1 b �� � ,,� �, -�-� � I � ! �" o ��
<br /> -�--�� , � TRENCH DRAIN PER r =� �,� 1 . NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,
<br /> i �,�r� �, � � � + a , �
<br /> � � � ~�� `�� � ; DETAIL SHEET C5.0 � i �� � � � � ( � r� CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN �
<br /> i � � ) �°� i r I � � I �r INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT.
<br /> o i i �n � � � , u! i � �� i i i � � I � o i ii 'ii � 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF ,
<br /> / i -�� � � r t � o o c� _
<br /> i � m�,,�� � � i � � ( � � � -� i ��, EVERETT DESIGN AND CONSTRUCTION STANDARDS AND
<br /> "' r_ , � � r � �
<br /> 41 LF 8" SD �0.56% i I i � j i � � � I �� SPECIFICATIONS AND THE WSDOT/APWA STANDARD
<br /> � I � � SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
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<br /> 'i I I.e�', � �i ) � i i i, � s � v,! I I I � � CONSTRUCTION (CURRENT EDITION).
<br /> i c � � i � � 9 � � I � � I 3. A P P R O X I M A T E L O C A T I O N S O F E X I S T I N G U T I L I T I E S H A V E B E E N
<br /> � � � � ( OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br /> � I � i
<br /> `N:5000.9 , E:50 .39 � � ! � � I I ! _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br /> � GE:1� .30 i ': -+ �- r , � ! o
<br /> � � � y � � �, � � VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br /> \ � ' 22•� �N) � � � ; I , � v o �' I � ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING
<br /> � v� i i 1 � � UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR
<br /> � � � �� � � SHALL NOTlFY THE PUBLIC WORKS INSPECTOR AND ANY
<br /> � � , 2 �i ; i ,,�- � CHANGES REQUIRED SHALL BE APPROVED BY THE CITY
<br /> ,�, � � i a ( Q l ENGINEER PRIOR TO COMMENCEMENT OF RELATED
<br /> �� � � 1 i `- �-( � CONSTRUCTION ON THE PROJECT. '
<br /> �.a i i � , 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR •
<br /> - `� i i i �i `� �' � IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND
<br /> � � � � i �-- � GRADE PRIOR T0 STARTING CONSTRUCTION.
<br /> i
<br /> � � � j � � c, � , I 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED
<br /> i �! � � � � � � i - � ` � c� "DUMP NO WASTE, DRAINS TO RIVER."
<br /> � �
<br /> � � � � � � �� � ri i u� � cn ��` � .
<br /> I _ _ _ _ SANITARY SEWER NOTES. .
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<br /> �� i � �7 i �l 1�f ,� I � �� A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF
<br /> � � � -�-""��- � � � � I '`�. ( ( EVERETT STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS.
<br /> c'�� �i �'' � � r� f�� � A � � I B. NO PART OF THE SANITARY SEWER SYSTEM SHAL� BE COVERED,
<br /> ��c� �� , � � �� I
<br /> � � � � � .- I � r 1 � � ` � CONCEALED OR PUT INTO USE UNTIL �T HAS BEEN TESTED,
<br /> ��� i � R� ��"' � t � f i r � � INSPECTED, AND APPROVED BY THE CITY INSPECTOR. . '
<br /> '�r;� � Z , I � �� �' � � C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN •
<br /> o�-. i C i � r � �� �� � ( I � � OBTAINED FROM AVAILAB�E RECORDS AND ARE SHOWN FOR
<br /> o z,.�� � nl �1 �, I ; f t � � � CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR .
<br /> m;� i \ 1 � �� i! f� ( i � � VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br /> �� - i � � I ,`�. � � j� + \ ( � ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTiNG
<br /> � "' �� �� f , "' , c I UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL
<br /> i �t � � i i . �t � , � NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES
<br /> � I � �- + ' � �°! " REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
<br /> i i i � i � ���' COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.
<br /> I
<br /> i i � �, � r % ,A � � _ _ _ � _ _ _ _ _ _ _ _ _ _ _ D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY gE R T
<br /> � � � � j � �, OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND ��F WAsy �j
<br /> � `� � � rt F! � �' �i I � GRADE PRIOR TO STARTING CONSTRUCTION. ���,� , �'v�,9�
<br /> � j I i � r j ir f� , ( � �� Y Z C� , .;.
<br /> � ; ; 1' % � � �` � GENERAL NOTES: � A ` � �'
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<br /> � ; ; � � -� �� �
<br /> � ' �' � �� INSTALL 12"
<br /> z i i � i � � � BACKWATER VALVE 1 . LOCATIONS SHOWN OF EXISTING UTILITIES AND IMPROVEMENTS ARE p�, ,Q`54923 �
<br /> o i �' i � � i � c.j CONNECT TO' I � , PER C.O.E. APPROXIMATE ONLY, AND IT SHALL BE THE RESPONSIBILITY OF THE t�'fs c��EF� G\� �
<br /> � � � � o ? � i BUILDING PLUMBING I I � STANDARD DWG 622. CONTRACTOR TO VERIFY THE EXACT LOCATIONS OF ALL UTILITIES AND ��NA� E�
<br /> ' � j ��`.��:�; � i � SEE MECHANICAL " - IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE.
<br /> i I � •,;:.; i s 12 SS � S-2.0�
<br /> � � � � ;::.';; � ; PLANS FOR ' `�` i I�I � 9 /�aC�
<br /> + CONTINUATION i i „ 2. ALL WORK AND MATERIALS MUST BE W ACCORDANCE WITH THE LATEST � �'�t i
<br /> � � � �q ����°� � , ( ( � CONNECT 54 MANHOLE
<br /> o i i I '���; i i ; �, „ REVISION, INCLUDING ADDENDA AND UPDATES, OF THE CfTY OF EVERETT
<br /> , , � TO 15 CONCRETE SS 1 b DRAINAGE REVISED 11 7 19
<br /> N i �' � � I F:��::=�� i � , �, i ,�, STANDARD PLANS. � �
<br /> , PER CIN OF EVERETT
<br /> o � �, ::...: � / � NO. DESCRIPTION DATE
<br /> � �� �n � :..�;.:� � d 1 SS . . "° STANDARD DWG N0. 613.
<br /> a � i i `;';; y- i --f y, ! - - - - - - - ,. REVISIONS
<br /> _ _ _ _ _ _ _ 3. THE CONTRACTOR SHALL KEEP TWO SETS OF PLANS ONSITE AT ALL TIMES
<br /> � i I i ::�;::j � i ,' � -+ i � FOR RECORDING "AS-BUILTS" INFORMATION. ONE SET SHALL BE '_�
<br /> � � � ���'�' � i ' � � i i� SUBMITTED TO CITY OF EVERETT AT COMPLETION OF CONSTRUCTION. �
<br /> � �� � i � �r';,';;; t, ,� ��! { � r-�,,1 i �f PROJECT NO: 20180241 - ,
<br /> ! , 1 4. ALL DUCTILE IRON PIPE SHALL BE CLASS 52.
<br /> co i i � k;:':.::� � J �
<br /> a cn � � � ' � i i ,7; ° o � � � �'� � DATE: 02/2019
<br /> �'`.''�`+ 5. ALL NORTHINGS & EASTINGS TO CATCH BASINS ARE TO THE CENTER OF
<br /> o � i i � �t " ' ��. -so ' 14LF 8" PVC PIPE C�1.0%
<br /> � � � "` �� � �� '-' DRAWN BY: MC
<br /> � o X � � � � "' � I i � � �v GRATE, UNLESS OTHERWISE NOTED.
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<br /> _ �� � � `� � i � � ` � APPROVAL: MRM
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<br /> N Z o� � , � �- _ CONNECT ROOF DRAIN _
<br /> � o ` � ,, � � � �, � � ,_______�___� ��,� ' DOWN SPOUT TO 8" PVC "
<br /> � i ,�' I � � � � � ; _��.92''"� ��� �-'' �� CLEANOUT _.__,__ SD STORM DRAIN
<br /> � ; % � � � � �, =� �___________.___ Q s ��,� � �� I � i o 2721 Wetmore Ave
<br /> a � � �� � � � � � � � ..�_"`.._--.,.' --' �" � � f , I p Everett WA
<br /> , i ( � � � io � � � �� �,.--'' •� � ' SS SANITARY SEWER '
<br /> � � � �i n, r� � rr, � �..i r�, e� � ,� ,� I
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<br /> � � //J P�r� j'r� Cp � � � � � � -r',r-''Jr . I � 1 I � � .
<br /> ° � Drainage and
<br /> � i � � ..� .� �, o� � i� �...__ �� �hr --���'�-- oN,r -----�-.- oN�, ---------- ��-1- ________ _ � oNr -_.__ ��T\� � SANITARY SEWER MANHOLE
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<br /> � K110W WI18'�8 bPrIOW. SHEET NO:
<br /> � Call before you dig.
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