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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 <br /> ;,•, <br /> � _ <br /> 32ND �STR�T �E ��:7s.54 (8» sw� �==- __ <br /> � . <br /> _ � i� our:7s.z1 (�z" �) «`� � ss z���o--.F.--� sS '+--��s SS ss � „ Z U �N <br /> 21't 0 0 � �� �T a i � � � ��,� � _,' � �c�. '..�;._. ; � 5. A L L C A T C H B A S I N G R A T E 9 M U S I' B E S T E N C I L E� O f� S 7 A M P E D D U M P N O W A S T E. D R A I N S T O R I V E R. 0 2 0 4 0 � Q a � � o ' i <br /> ..,. „ , > >=r� . <br /> -- <br /> � _ � , � � � � � � � � <br /> �' �� ; � � � ' ' ; � STA;16+67,18� 5.00 LTr=`===� �, � ' � ' '',� y' CB#1 �� � ��� A TORM AIN NO LE Ihl FEET � � N g m W <br /> , � , <br /> ; � ' � ; ' � n n ' ; ' ' , � � ��, E� L S DR TE�: , � � o LL Q <br /> , , , , ' ' ;__� ; A <br /> ; ___�_ . � � � 8 S T Q R M C L E A N O U T A N D 8 W Y E ' j T-�-;, 3 5.7 6 R T �X l ����, -1 z <br /> ____.STA:16+73.23� ,- ---�- ..� -- Sr N�n _ <br /> � � --• - � �_ _ <br /> T , ' ' ' ER DETAIL 421, SEE �HEET SD-03 � '�' -T--'-�... �� ', � '� � ° � t� � �� � <br /> GV ,� � � i ' . <br /> �v --- � - � � �� � ---� ---- c- ---c- �l'l. "'-,--`"�`;-'�-�' � CONCRETE INLET o� � �� � �' �N� � <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) � <br /> � .. � <br /> -..,.-- - o �� IE 4UT:76:,64 (8 NE) t � � <br /> • .a�. .v °• � g � 9 ' . � i r" ' �� a ��� �� ' a a cs. �� � ''v � , ' d . <br /> . •," <br /> , �. , <br /> `� � <br /> _ • -°.=�,� . ---�_1 + �'. -r- � , � a � � , ` ` -,� ,,*�,, _ `-�--- � �� � ; �; � . _ °- _ - THE FOLLQWING MATERIALS ARE ALLQW�D F'QR USE IN THE CITY, (� g . <br /> i i � �. ___.I. �, � �n � d � � � ' , • 5, LFaO .� .a � � � ; ' , a , <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 �- ��- � <br /> i _ � � . � °'-� . C <br /> , � �, � � �'\ �:�"��:;Tl�l,� -�- _._ . •n» � , , � - � � � ' �T//// IGH 511'Y PC?LYETNYLENE PIP , WI7H SMOOTH � .� ,�. pROPERTY LINE � . <br /> , � i, � � • �...� �,•�- ...ti. --. . .o» �.,-.�. �` ; I � � . <br /> . <br /> , <br /> _ T _.. � T. , . , , , , , IN RIOR <br /> _ _ , , , �f ' ' . <br /> , � <br /> , <br /> , <br /> -CORRUGATED N Q�N E <br /> -� � ,� ,:� - -' -�• "F'D,��� �°� F[7% ; � s c� � � °�° ,/ TE .�� <br /> , � �-.._-, , _� <br /> � 1 �I . � �/ . �i,�i i � �i i � i i •� � � �- .. / i �i i . . <br /> , <br /> 15 0 � '� � _� ' � ; � �' , 00 � ; ;' ,. '°II � � � � II a � --�� -�----- SD _ PROPOS�D STQRM I.INE, D,I.P. CL 52 <br /> , < <br /> , <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 � <br /> _.. <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 , - <br /> , ; , � � -�--�-----c-- II. a. i/ <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 . <br /> �,�• , <br /> 7 4.�1 � ' � '� � , , � 'RIM.83.35 „ . � �� � c; p II PIPE IS INSERTED. ❑ TCH BASiN _ <br /> , , �, � <br /> ' -��� Q � ; ' I ' �' � �' IE OUT:Z8.12 (8 _ E � � _ <br /> , , ' ; ; , , a , , , � <br /> � ' ' ` � 5 IN TR NCH LL PER D� AIL 61� ON 5D 02 ---�---s -----s� E?(ISTI TORM LINE <br /> _ , , <br /> �`f�.I � j � . , � , � � ,_ , c;� ; � � �C II � � . BEDDING FOR PIP� E SHA BE T d _ NG S . <br /> � ' M I� � i � BACKWATER VALVE 2 , `� _ � � , . <br /> . , � ,��L, � � -�--� C� Ii <br /> � # � � �-�- � � <br /> . , <br /> . , ��� . <br /> � `o- l--ss-� � ; �'., STA:16+33.78, 5.00' LT�� �'�, � � ; �� ��} °;� M ;��� m (� a � I� 6. TYPICAL TRENCH SECTiON DUCTILE IRON PIPE SHALL BE PER DE7AIL 614 -----w---_..yy_____�y_ EXISTING WATER LINE . � <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 <br /> , , ��, ��, , <br /> . <br /> ; � � � ; � � , C04RDINATE WITH STRUCTURAL AND `� ��, ��, ��, ��, � �; `� ; � � � (� � 7. TYPICAI. TRENCH COMPACTION SHALL BE PER DETAIL 620 ON SD-02 _ <br /> � � ', ', ', ',, ' �, e� � ' � ', � II a I � -----c;-----G-----G- EXISTING GAS LINE <br /> I � ' ; - BUILDING PLANS, SEE PLUM8ING PL.ANS � -/ � <br /> � � I ; � '� ; F'QR CONTINUATIQN ', , �; , � � � I a. I/ <br /> . . , , , <br /> � � � (� � �, � , '�, RIM�93.33 '� ', �', ,'. �. ��� � � ��i a� }� [� CONSTRUCTIC}N NOT�S. ___--T-----r-----�r-- EXISTING TELEPHONE LIN� <br /> � `,�' � � , ��° _ <br /> � <br /> � 1 ` i ' � �'�, IE IN:77.1Q (8" S),_ '� , , i <br /> � ; ; � ��l s ', �' �', II� _ _ -----ot�-----ot�---- EXISTING QVERH�AD P01h�R LINE , <br /> , h� <br /> " � - , i �� ' IE IN:78,90 (2" 5W)._;'-.,, ' ' ' ' 1. STORMWATER DETENTION VAULT, SEE STRUCTURAI. PLANS. � <br /> �„ , ; � ; , , � � ; � � <br /> _ ._ _�� _ ` - - r , , ,, . _ . � � - - . <br /> ' I � . , � 10 (8" ,N ; , , •. . ( "' II I � __ <br /> �, r , � �, � � � ' � � ;'; � � � � a <br /> � � , , . , ', ' ' • ' ' (I. � ---p-----p---- p- EXISTING BURIED POWER LINE <br /> � � , 0 ., 8 IE OUT:77, , �. , � � �p� ; ( � � � ' . <br /> � <br /> � � 2. SEE TYPICAL PERIMETER SOIL NAIL WALL ORAINAGE DETAIL, SEE SIRUCTURAL <br /> � �, � � ', � ;� �I� � � , � II � � PLAN$. F40TING DRAIN SkE ARCHITECTURAL <br /> - �� i ; , � ; ; - - '�, ' �, %,..� , �.�� � i i � � � � - --�^--� �d � <br /> r i ', � � '. ',a i i � i <br /> r� � � � � �°�' �', � � � ' ° ��11�/_ 3. 5TORM pRAIN PENETRATlQN THROUGH FOUNDATION WALL, SEE STRUCTURAL PLANS. AND PLUMBING RLANS f'.�" <br /> ?- . . " <br /> ___. p , , . '. <br /> J '^I�� � : � �, � 1� �� �� ' ' \` `, � (c�/ �� �6 � ��Q �o , � � ` II� / <br /> I. � I i � a. <br /> �; i I � , ;o , � � <br /> o y � _,�_,�; ���' i , ', , , ',, y 5'" � � SL'`; � � ' � `� (I a 4. 50LDI�R PILE WALL, S�E STRUCTURAL PLANS. <br /> _ _ _.^.._...,�... , , , , ; J, , �, �: � � , ° � �l��l/ <br /> , , �, <br /> �. _ _ �.,.N� � `�� � � � , , 4 ,� ,� � ; �-_.___�__c_�,__c__ II . <br /> ,. � � , � / <br /> a�-� � � ��. � �, '�. � � � --'' LOB E $ �. � �� � °� �I� ', � ; � ° r 104 0 1 4 0 � <br /> - �, <br /> , - , �., . , � -- ..- BY'FF = �.$$ , , , , ; � , , � , o . <br /> , , , <br /> , , <br /> o . � � - .: __. �. , - � ��� , , <br /> , <br /> � , , � , . . � <br /> , ; <br /> , . , , ;p ,� � , � ; , , . <br /> � � � , , � , ` ' � <br /> ; <br /> �------r I , � � � � � �. , � � ; � ���° ;: � � �, ° - . . .�s�-s�.,a, 5.on' �.T �'" <br /> _ <br /> II <br /> � � ,� ��� � �� a �� 5TA� :; . <br /> � I" � � ,� � �� , '- - '. ' - _-�_-.�� ;�� . °o '�, i i , II ° �// 102.!} . . . . , . . . . . . . . . : . . . . . . . . . . . . . . . . . . . : . . . 8H STORM CLEANUUT ANp 8" WYE� . , . . . 102.0 � <br /> , � . , � • . <br /> ��,i � � � � ''• �, . PER DETAIL 421, SEE SHEET SD-03 <br /> � � �� � i , � a � � � <br /> a � �� ;� , i �'�i � r� � ° � �"' .... : : <br /> � �� � 100.0 . . . , . . . . . , � . . . . . . . . . . . . . . . . . . . . . . . . . RIM:93.53� . , . . . . 10�.0 � <br /> J� � '; I � d � �� � J .s <br /> _ � � - - - - --�---�----} � ;' �\ ; � °�� �' ; '� ; II ° . � ' ,>.\ IE IN:76.64 (8" S} � . <br /> �� `� � i, ' �, ; a �-�I;- �n ; �, ' � II a a � 98.4 . . . . . . . . . . . . . . . . :�.•..,� �. . . . . . . . . . . . . . � . . . IF OUT:76.64 (8" NE), . . . . . , 98.0 . <br /> ' �// � <br /> � � ,` � ; i� ;! �� F � �, ° U1� ' � ..1 • �"" {". , <br /> � �; ,-�, a; ,, ,� � ��, � � II _ � , . � N ,.. <br /> ; .' � � �� ' ,9 � ;�� ; d � �� � � II - _ ``�; . . . . . . . . . . . . . . . . . Z ' <br /> + �, � „ � ,J Q � � �, � � r - �/ ss.a . . . , . . . . . . . . . . . . . . . . . . . . . . .;,. . . . . . . , . . . . . . . , 96.a � <br /> t s_ M � J"-� '� � � � '� � <br /> � P� • i� � � �� e � � i G1 � �` .�, p � <br /> � ` �; � � i '•U, �:�� � � � ._..,�,'�r ..,.r, II d. � „` � O � V <br /> � � � i d , � � ' q� , i-1 � ' �, ' � �� � . . . . . . . . . . . . . , . ' . . . . . . . . . . . . . . . . .�` ' ` . . ° . . . . . . . <br /> ., ; , , ; <br /> , <br /> , <br /> ,, , , , <br /> � <br /> , , , , ,� , , � , . , , � � 4q = . :��. <br /> , <br /> _� ' , , , , , , 4 � _ .� ^ .0 . <br /> _. __._ - _ , _ , � , � , � ; - ; � �, g"�� �.p rr, , � , II , . <br /> � , � � 9 94 � <br /> � � � ' � ' , , % , � ,� � ��,�' -- � , "�'-'�� � II d � � . . . . . . . . . . . . , . � . . . . . . . . . BAGKWATER VALVE �2 y . . . . . . , . . . 92.0 � <br /> , � ', � 92.0 ; 'STA:1'6+3�.78; 5.Q0 l."T' �- Z <br /> d r <br /> � ' `, I , � , , , , '�,�� ���'� P ; '�� II � � . BACK R A E 0 TI � � :, <br /> � � ;� 2 � , , , Q , '��' ' 'Y�`�, o� F �' t I�°. � �'// 90.Q . . . . . . . . . , . . . . . ± . o •TQ•Sl'OFt R� E �11k 62• ,• EE• 9D-Q3. . . . . . . , . . � 90.0 � � � .. <br /> i � , " � � n�,' i vq � a r�� DINATE WITH STRUC7URA� AND <br /> � �� ; , , � , , ,',�° �;) ' � � ;'', II � . . . . . . . . ~ Y --. ,-.� . � . B�11l�Dlj+lG PLANS,, S,E� PLUMBING RLANS . . . . . . . . . . $8.0 .►�'�' „"r z < <br /> ,,', ,' ; , <br /> , ; , <br /> ' ��s�� , �� ,� � - � '•---, � ;,M�-a-�-, '�,--.k �; ' � � .0 : �� FOR GQNTINU'A71pN � _ . <br /> ; �, , <br /> _ � , � , , II <br /> ___�__. � - � _ �,--- � - ' $$ <br /> ; � , , ` , � ; , , �� �,- t t�, , � �'a II I , RIM:93,33 Q � U� .. , <br /> � � � � �,.;" ,' `, , q ; , � �� . ; ; � �� a. .� 86.q , » . . . . . . . , . . . . , . I' . , . . . . . . . .IE'IN:77:10 �$� S�. . . . . . . . . . : 86.0 �*'� � � < �. ` <br /> � �� i �s�� , ' •. ��� ��' �..; � E �' � I� � I ; ( IE !N:78,90 (�' SW) ' ''`'� � <br /> . 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