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• , <br /> � OI�fWATER SEPARATOR �� ---�----F'�--�--- FOaTING dRAIN, , <br /> c3.2 c3.� - �� � � � �EE � - <br /> � <br /> FLQW SP�.ITTER FS1 PACK/�GE PUMP � � � C3.� C3.3 <br /> � A UA-SWIR�. 1 SF 1 - ST�RMWAT�R STATI4N 1 �. � � <br /> R1M=16.48 Q � � <br /> � C3.2 �3.3 RIM=1 �.76 R1M=16.72 FINISNED MANAGEMENT STaRMFILTER � RlM=1 f.66 � ��--�-_------�,�_�-"� �,`��, �``= � � ,CO CLEANOUT PER <br /> GRADE S x2�- PEAI� DIVERSlQN �3.2 C3.� C3.2 C3.5 � `�`�� � �- COE STD aW� <br /> C3.2 C3.� RIM=1 fi.70 R11�=16.70 ST�RMFl�,T�R � }�,.� � � 604 <br />- _. _._. _ _ ..�. _ _ _ _ _ _ _ ._._ _._. _ _ _ _ _ v. _ _ _.._ ..� .� _ .� �� �� <br /> ..� .< - � ..� _._.... ���,,,�. �.,4 � ���� ,,`� <br /> ; . �.�: � � <br /> TaP 4F BAFFLE ° , � . � � � j�` O <br /> < � � <br /> ELE11=13.7' ' 4 , �``� ��....---£-� � � � � . <br /> . 4 t"1 f \ __..s `� . <br /> 172' S' . d.. . . 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NO PART QF THE DRAINAGE SYSTEM SHAL� BE COVERED, CONCEALED, t�R 1 . MATERiALS A�Ia CONSTRUCTIC�N OF THE PR�JECT SHAt�L . <br /> PUT INTO USE UNTl�. IT NAS BEEN INSPECTED, TESTED, AN£� ACCEPTED BY CQMP�Y WITH THE REQUIR�MENTS OF CURRENT EQITION OF' 5, GRAVEL BEDDING MATERIALS F4R PIPE: WSDQT STANDARD <br /> �' THE GITY f�F EVERETT. CITY C?F EVERETT DESIGN AND C{�NSTRUCTIC7N STANQARL}S ANd SPECIFfCATIONS SECTION 9-03.12(3�, GRAVE�. BACKFIL�. FOR <br /> SPECiFICATIUNS FUR DEVE�OPMENT AND THE WSDOT PIPE �ONE BEDDING. RESTRICT PERCENT PASSING 200 SEEVE <br /> 0 2. ALL WORK AND MATERIAL SHALL CQNFORM TO THE CITY {�F EVERET� STANDARD SPEG1�`I�ATIQNS FQR RflAaS, BRIDGES AND T4 MAXlMUM 5� BASED UN MA7ERIA�. FRAGTI4N PA�SING � <br /> � STANDAR�S AND S1'AN�ARQ �PECfFIGATIONS 4F WSD�7TfAPWA. MIJNICIPAL DEVELt�F'MENT. <br /> � 3f 4--IN�N SIEVE. ,� <br /> `� 3. APPR�X4MA3E LQCATION� a�' EXISTING UTILlTIES NAVE BEEN 4BTAINED Ff�OM �� <br /> � AVAILABLE RECQRDS AND ARE �HOWN �'C7R C4N�lENIEh10E. THE CONTRACTOR 2. �TQRM DRAIN PIPE: CQMPLY WITH CITY �F E�IERETf AND � � <br /> `i SNALL. BE RESPONSIB�.E FC}R VERIFfCATION OF LOCAT30NS AND TC7 AVOID WSDC}T STANDARDS ARID REQUIREMENTS. ACCEPTABLE PIPE �' F�'Jt�NDATION MATERIA�.: WSDOT STANDAF�D SPECIFICATIQN� � � <br /> � DAMAGE TC? ANY ADDITIaNAL �JTI�iTIES SH(�WN, IF ��NFLICTS WITH EXISTING MATERfAI.�: SECTI{}N 9-Q3.17, CLASS A. � <br /> f, UTI�.ITIES ARISE DURING CQNSTRUCTION, THE CQNTRACTC7R SHALL NQTI�'Y THE ,�( C� � <br /> �, PUB�IC WORKS IN�PECTOR AND ANY GNANGES REQUiRED SHALL BE 7. AL�. FRAMES AND GOVERS SHALI� BE METAL CASTINGS PER �- � <br /> �� APPRaVEO Bl` THE CITY �NGINEER P�IUR T(� C�MMENCEMENT OF REl.ATED c�. C{�RRUGATED POLYETHYLENE STC}F�M SEINER PIPE �CRP}, y��pp�- ��ANC7AR0 SPEClFICATIaN �--a5.15. <br /> c� COUP�INGS AND FITTIN�S PER WS[��T STANDARD � <br /> �. CQNSTRUCTION t�N THE PR�JEGT. � <br /> c; SPEC(FIGATI(JN� 9--05.2tJ. J t7 W <br /> �' 4, AL.L 5T4RM SY�TEMS WITHIN THE PUBLIG RIGHT-tJF-WAY QI� IN EASEMENTS .-� t� �.... <br /> � MUST BE STAKED BY SURVEY F'OR LIN� AND GRADE PRIOR TO �TARTING �. DUCTILE IRC7N SEWER PIPE. WSD4T STANDARD .. � (� <br /> � Ct�NSTRUCTiaN. SPECIFfCATIO�lS 9-05.13. C�.ASS 51� �"j � � <br /> � � <br /> � 5, AL� CATCH BASIN �RATES MUST BE STENCILED C�R STAMPED "QUMP NC} � C„�j W <br /> ° WASTE, DRAENS TO STREAM, LAKE, RIVER, PUGET SOUND, flR WETLAhJD." �� PVC PIPE: WSDOT STANDARD SPECIFICATI4NS 9-05.12. � . <br /> � �NOC}SE APPRC7PRIATE FEATURE FQR TNE PROJECT, � � � <br /> � 3. PERFC3RATED PIPE: W � <br /> '� 6. ALL. aRAINA�E STRUCTURES, GRAT�S, AND �IDS �HA�C. BE RATED FOR HS�--20 p. PIPE AND C{�UPL(NG BANDS: WSDbT STANDARD � eZ �, <br /> TRAFFlC L.OADING WHERE E�O�ATED IN TRAVE�.ED WAY. SPECIFICATIONS SECTIQN 9-Q5.2. � � <br /> � <br /> � <br /> > MAINTEI��NCE N�}TE�: b. ACCEPTABLE P1PE MATERIAG�. , _ <br /> � 1 . PVC, WSDOT �TANQARD SPEClFICATIO�JS SECTION '� � <br /> � ST(�RM WATER QUAI�ITY TREATMENT FAClLiT1ES � <br /> g-�}5.2(6}, ASTM D3034, SDR 35. ��.�� ����,���� �" <br /> � SHA�� BE OPERATED AND MAINTAINED P�R THE 2. ADS N-12. ? ' C'� <br /> t � <br /> Q NIANUFACTU�E S MAINTENA�CE MANUA�. �'I�TERS ` ru���" ��'�`� �� ��" ,� � C!� <br /> �. SHA�L BE INSPEC�'ED REGUI..ARLY AND REPLACED �. 810RETENTION �QI�. MIXTURE: AS SHOWN ON DRAWINGS � �-��.- � � <br /> � AN�JUA�LY 4R AS REC?UIRED TO MAINTAIN PRC}PER �� E�osr�n �' <br /> -.'. FUNCTIQNS, CERTIFICATE C}F MAINTENA�}CE �HALL p�'8����°��� � <br /> E3E PRQVIDED TO THE CITY OF EVERETT ANNUA�.LY. ���� t��p��T���v�' / S�A`E AS SH4WN - <br /> ���----'�--- a aua�c v�a�,� PERwrt z� LKJ <br /> �L '� DES. 3MEET NO. <br /> � ��kEr3 6iEpU39tED PR:bR T� STAR7E�lG � <br /> Knt�W W�t�t S I�GI{�1I1/ <br /> SCALE IN FEET . � �a�»cr. ��r�avAs. ;-ort �zs J(�_, h /+�p/y. , PA+N <br /> � PRf?�EC3'�T��4�3TIOPiAI FER V�" i,{��VI L"i ��•�� ■ CH. �/�y � <br /> '� ,��� �UR����� ��������N� � � H N K <br /> EXPIR�S,�,_�„�„y�UtVLE5u <br /> €� 4Q t� 40 8{� "--w~�"'�"w__�__ ����+rr Faa cara��uc�or�wr� �`.�. <br /> � � � ,����a��� ��e�rssu��. »��� � -- ���rs <br /> � � NOTE: I-�-- -`-I oA7� MAY 34 2017 <br /> � A�J'UST��CALES ACC{�RDINGLY.�, ��� 21�Q16.008 <br /> � <br /> � <br />