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<br /> � CITY C�F �V�RETT DRAINAGE NOTE�; �����%' � �
<br /> V E�M ��:! T�ti,✓N . R�E. W. M . 1. NO PART 0�' TH� DRAINAGE SYS7�M SHA�.I_ BE COVER�D. CONCEALED OR PUT iNTO USE UN1'IL IT HAS BEEN INSPECTED, . �
<br /> ! 1 f TES1Ep, AND ACCEPTEp BY THE CITY OF EVERETT
<br /> American Property Development,inc.
<br /> 110 110th Avenue NE suite 550 � � '
<br /> 2. ALL WORK AND MATERI�L SHALL CONFORM 70 THE C17Y OF EVERETf STANDARDS AND STANDARD SPECIF'ICATIONS OF s�u�vue,w�yaoo4 ' '
<br /> . WSDqT/APWA, ,
<br /> _ � 8 vS.' 1 � , � Q . `
<br /> � ' STA:16+61,73, 0.00' � �, � ; ��. - -° 3, APPRQXIMATE I,OCATiONS OF EXISIIN� Ul'II.ITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND AR� 5HOWN FOR �
<br /> � I v`ni ° J p � °-�OH---�t'..f� y- - . .
<br /> , , `� 48 � TYPE 1 MANHQLE 1MTH HINGED FRAME ANQ COVER � a ,� --� �� �-- _ ° � CONVENIENCE. 7HE CON7RACTOR SHALL BE RESP(?NSIBLE FOR VERIFICATION OF I.00ATIONS AND TO AVOID DAMAG� TO
<br /> � � _ - � � - .�.-_ ""�1=-__a�9 --,- z�HJ �-9�i_-__-�H--�_-o�-----ow-----oH---y�0�-"--' �� � �� a � ANY ADDITIONqL UTILITIE� SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE
<br /> ' � CHANNELI�E BOTTOM STRUCTURE TQ VV�ST, PLACE 8"==oy� � =����___a a - q �
<br /> 1-° -�-- �: .:KNOX 0�lT ON WEST SID� OF STRUCTURE FOR FUIURE USE.- = - - - - - - � - - � - L � � . � i._Sp_____��_____5D_____�p_____�p_�j \� �\ tr I CONTRACTOR Sk1ALL NQTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE API'ROVED BY THE � '�
<br /> ----c��-----oH-----o� _ J � PER DEl'AIL 6p5 AND 610, S�E SS-02, SS-q3 � > � �-s, - � �i �
<br /> T ' �r- ��y ' J CI7Y ENGINEER PRIOR TO COMMENCEMENT OF R�LATED CONSTRUCT1qN QN THE PRQJECT.
<br /> - - - - - - - - - - _ � _ _ � ' y' , F-- v ; �L_° / z ._
<br /> o ' RIM,93.03 - - -x'�`'- - - - -a.- �� , � , � -_� o '
<br /> � ; „ �`� � � �, ; �___s�_____G_____�_ E?( SSMH #1 4. ALL STORM SYS7EMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN �ASEI��NTS MUST BE S7AKED BY Sl1RVEYQR FOR LINE W � . .
<br /> � � IE IN;76.�4 (8 5) _._. ^ i i � � � i ''�f�5' AND GRADE PRIOR TO STARTING CONSTRUC710N., U w Q Q
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<br /> �_--:=G-----�--- c-.-- - a- ,---c-�- , c--�' c--- -�c---�+ RIM:93.53 ' � �„ _ ,, ,, .��. � CONNECT TO EXI5ITNG 6 5TQRM PIPE �. .� \/ � 1.. PIPE MATERIAI,S, JOINTS, AND PROTECTIyE TREATM�NT SNALL CQNFORM Tp y `� a
<br /> � � ' � �.��----�'---__-�--_---T;_--,-.s IE IN:76.54 �3 5 , __r,.�_ ,,,.�_� . .
<br /> � . . � � _ � , \ THE R�QUIREMENTS 5ET FOR1H IN SECTI4N 9-05 OF THE WSDOT/APWA � z W�N
<br /> ,:�_�_.� { } � - �- -<;-zr- � 4 _ �\ �.RIM:$9.92
<br /> � ' � r.�; ,�,- , „ o � � ---G-----�-___ �-- 1-G-.--a.-�;:� STAN C� SPECFICATIONS
<br /> ��W a a a� DAR I . U a g a :� .
<br /> �.Y,,.- �_ _. � � , ,�u o -a - s ',.a � � � _�__o�� , a � IE OUT;88.90 (6" N) �
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<br /> -..,.-- - o �� IE 4UT:76:,64 (8 NE) t � �
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<br /> �d �. � � . � _�_� -- �� a � ,�_ � � � -DUCI'ILE IRON PIPE L E�E N� �
<br /> I� I �i---�- �- � � ,- � �-- _ . ---;�`�r��`c�s - � e, � ' ; a , , , F � � ; � ,
<br /> 1�' �I c � , ', � � _ � , . \ ���R� , �;� . � ; �., �-' 1�, ,� � y ., � -PVC PIPE (SDR35, ASTM D3Q34 WITH 3 COVER MINIMUM � �
<br /> �„ � � a ' � � ,,, i ; � 2 �SEE MEQHANICAL��LaNS��OR �- ��- �
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<br /> , � �, � � �'\ �:�"��:;Tl�l,� -�- _._ . •n» � , , � - � � � ' �T//// IGH 511'Y PC?LYETNYLENE PIP , WI7H SMOOTH � .� ,�. pROPERTY LINE � .
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<br /> 15 0 � '� � _� ' � ; � �' , 00 � ; ;' ,. '°II � � � � II a � --�� -�----- SD _ PROPOS�D STQRM I.INE, D,I.P. CL 52
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<br /> P � ;I : � ; ; � , ; , 3 ;' ; ,� �� �� � , ; � '�, �� �I � 2. COUPLING BANDS SHALL BE OF THE 5AME MATERIAL AS THE PIP�.
<br /> �y '� r;, � �J,J�' LF OF �M �'�1.5Q� % ;� ; , , � �-''I ' i� �j_..^_�' II `'Ll' I � COPYRI�H7 C 2005. ALL RIGHTS RESERV�D
<br /> � � �____�,R � , � r ' _ --1 `�, � J � � CONCRETE INLET WITH FRAME AND �
<br /> -, � �; STA:16+�7 9p 0,04 I - f _r� � 3, 6 INCHES MINIMUM VERTICAL AND 3 FEET MINIMUM HORIZONTAL
<br /> �� � � , , t � � � � r , LLJ II � � CLEARANCE BET1NfEN OUT5IDE SURFACES SHALL B� PROVIDED B�TWE€N VAINE� GRATE
<br /> � , ���, � o �-+� � STA:15+53.05, �.00 2-45 BENQ FLxMJ ����Q a --�--- � � SUBMITTAL REVISIONS �
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<br /> � � , ",; � . F ' ' ' '' ❑ � ' � P�R DETAIL 401 SEE 5HEET SD-Q2 � .
<br /> L' `' ' � � , LOW CONTROL STRIJCTURE ' RIM:79.21 ��.)� ' %" �� � STORM DRAIN RIPE5 AND qTHER UTILITI( PIPES AND CQNDUfTS.
<br /> , , i , --�--G----;G-
<br /> ,� , , „ +� i � 'Q a a . � DAIE DESCRIPTION
<br /> `� '�; � " �, ', ', �, PER DETAIL SEE S0-03 , IE IN;17.30 �8 W) �) i , -
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<br /> - - - � ' ' �-' 4, ALL PVG CONN�C�IONS TO CATC�i BASINS OR MANHOLES SHALL BE MADE � EXISTING lNLET BASIN q8 03 16 1S5UE FQR CQNSTRUCTION '`
<br /> .._ _ .�._.�. _ r ,� � '� i�� ` � `, + ', ', C4pRDINATE I.00ATION �, , (g" N� �. j��' ; �� � �� / /
<br /> �` ( ' ' �, � , ' ', '�, �',,WITH STRUCIURAL PLAN , ; IE pUT:77'30 _ �,+ / ` ,� ; <[ �� ° ° � BY GROUIING IN AN APPROVED MANHOLE ADAPTER IN1'0 WHICW THE PVC .
<br /> ; �� ti ' i ' ;, � o Q ° .r - EXISTING �A 8 2/2Q/l CITY �O�IMENTS .
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<br /> 7 4.�1 � ' � '� � , , � 'RIM.83.35 „ . � �� � c; p II PIPE IS INSERTED. ❑ TCH BASiN _
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<br /> � ' ' ` � 5 IN TR NCH LL PER D� AIL 61� ON 5D 02 ---�---s -----s� E?(ISTI TORM LINE
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<br /> �`f�.I � j � . , � , � � ,_ , c;� ; � � �C II � � . BEDDING FOR PIP� E SHA BE T d _ NG S .
<br /> � ' M I� � i � BACKWATER VALVE 2 , `� _ � � , .
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<br /> + ._ _... _ - -- ---,�r- . � i I � BACKWATER VALVE CONNECTIQN , �, � ��,�.�.`- �c� � � II . pN SD 02 �
<br /> �' ' '�, , � � , �, � , �, � � - -�5 -----ss-- EXISTING SANITARY SEWER LINE
<br /> ; � � i ;" ? � ;� TO STORM, PER DETAIL 622, SEE SD--03 ,� �' ��, � , , � II � _.___ " C
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<br /> ; � � � ; � � , C04RDINATE WITH STRUCTURAL AND `� ��, ��, ��, ��, � �; `� ; � � � (� � 7. TYPICAI. TRENCH COMPACTION SHALL BE PER DETAIL 620 ON SD-02 _
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<br /> I � ' ; - BUILDING PLANS, SEE PLUM8ING PL.ANS � -/ �
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<br /> " � - , i �� ' IE IN:78,90 (2" 5W)._;'-.,, ' ' ' ' 1. STORMWATER DETENTION VAULT, SEE STRUCTURAI. PLANS. �
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<br /> � � 2. SEE TYPICAL PERIMETER SOIL NAIL WALL ORAINAGE DETAIL, SEE SIRUCTURAL
<br /> � �, � � ', � ;� �I� � � , � II � � PLAN$. F40TING DRAIN SkE ARCHITECTURAL
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<br /> � �� ; , , � , , ,',�° �;) ' � � ;'', II � . . . . . . . . ~ Y --. ,-.� . � . B�11l�Dlj+lG PLANS,, S,E� PLUMBING RLANS . . . . . . . . . . $8.0 .►�'�' „"r z <
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