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STORM DRAiNAGE NOTES: CITY OF EVERETT: <br /> 1. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR TO 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR <br /> VERIFY DEPTH AND LOCATION OF ALL STORM DRAIN/UTILITY CROSSINGS. PUT INTO USE UNTIL IT HAS BEEN WSPECTED, TESTEQ, AND ACCEPTED <br /> BY THE CITY OF EVERETT. <br /> 2. EXCAVATION FOR OUTFALL PIP�S SHALL �E SHORED. NO EXTRA <br /> EXCAVATION SHALL B� ALLOWED. NO STOCKPILING OF MATERIAL EAST OF 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY 0� EVERETT <br /> THE EASTERN CURB LINE. ALL CONSTRUCTION MACHINERY SHALL REMAIN DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE <br /> ON THE PAVEM�NT. WSDOTfApWA STANDARD SPECIFfCATIONS FOR ROAD, BRIDGE, AND <br /> MUNICIPAL CONS7RUCTION (CURRENT EDlTION). <br /> 3. WHERE EXISTING POW�R AND COMMUNICATIONS CONFLICT WITH PROPOSED <br /> STORM DRAINS, ADJUST ELEVATION OF POWER/COMM TO PROVIDE 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED <br /> CLEARANCE. FROM AVAILABLE RECORDS AND AR� SHOWN FOR CONVENIENCE. THE <br /> CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATIONS OF LOCATIONS <br /> 4. CB TYPE 1 SHALL BE IN ACCORDANCE WITH WSDOT STD PLAN 8�5.20-02 AND TO AVOID DAMAGE TO ANY ADDITIONAL U7ILITIES SNOWN. IF <br /> W/ VANED GRATE. CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE <br /> CONTRACTOR SHALL NOTIFY TNE PUBLIC WORKS INSPECTOR AND ANY <br /> 5. CB TYPE 1L SHALL �E IN ACCORDANCE WITH WSDOT STD PLAN CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR <br /> �-5.40-02 W/ VANED GRATE. TO COMMENCEMENT OF RELATED CON�TRUCTION ON THE PROJ�CT. <br /> 6. INLET SHALL �E IN ACCORDANCE WITH WSDOT STD PLAN �--25.60-1 W/ 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT—OF—WAY OR IN <br /> VANED GRATE. EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO <br /> STARTING CONSTRUCTION. <br /> 7. C� TYPE 2 SHALL �E IN ACCORDANCE WITH WSDOT STD PLAN <br /> B-10.20-01. 5. ALL CATCH BAS(N GRATES MUST BE STENCILED OR S�'AMPED "DUMP TO <br /> WASTE, DRAINS TO STREAMS, LAKE, RIVER, PUGET SOUND, OR WETLAND." <br /> 8. VANED GRA� SHALL. BE IN ACCORDANCE WITH WSDOT STD PLAN CHOOSE APPROPRIATE FEATURE FOR THE PROJECT. <br /> �-30.30-02. FRAME PER WSDOT STD PLAN B--30.10-02. <br /> 9. CIRCULAR FRAME AND COVER SHALL BE IN ACCORDANCE WITH WSDOT STD <br /> PLAN 8-30.70-03. <br /> 10. STORM DRAIN PIPE SHALL BE POLYPROPYLENE STORM SEWER PIPE <br /> UNLESS NOIED OTHERWISE. <br /> 11. ST'ORM DRAINAGE TRENCHING IN ACCORDANCE WITH DETAIL 14, SHEET <br /> SDD03. <br /> 12. BACKFILL EXCAVATION �ROM REMOVED TRENCH DRAINS WITH CRUSHED <br /> SURFACING BASE COURSE WHER� TRENCH IS NOT COINCIDENT WI1�H NEW <br /> STORM DRAIN T�ENCHING. <br /> 13. CONTRACTOR SHALL CONDUCT ALL NECESSARY CONNEC�IONS TO EXISTING <br /> FACILITIES TO ACCOMMODATE PHAS�D CONSTRUCTION. � <br /> � <br /> � <br /> -� <br /> z <br /> � <br /> v� <br /> m <br /> 0 <br /> c� <br /> � <br /> / <br /> � <br /> a� <br /> .� <br /> � <br /> 0 <br /> / <br /> 0 <br /> � <br /> ¢ <br /> c� <br /> > <br /> � <br /> m <br /> 0 <br /> v <br /> � <br /> � <br /> v <br /> � <br /> � <br /> � <br /> 0 <br /> 0 <br /> � <br /> / <br /> rn <br /> rn <br /> rn <br /> 0 <br /> 0 <br /> � <br /> I <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> co <br /> / <br /> N <br /> U <br /> � <br /> O <br /> m DRAWN BY DESIGNED BY 1 LEI� ' MCO� PAVEMENT RENOVATION AND REPLACEMEN� sHEET <br /> TLC KJH v o� wAs �'�. <br /> N n CHECKED BY APPROVED BY ��'���' � Nj�"`'����c � ��� � �j� 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON <br /> � X LAW RJL � .� .-� �.� .� �� � �t�� <br /> � � oATE { .. - STOR� DRAINAGE <br /> � 0 3�19�1 � .�� ,��,2¢0eg �� ,�4 1601 5th Avenue,suite Zsoo 7100 Hardeson Road <br /> _ �, � 3/19 f 1� KJH LAW RJL CONFORMED SET o�,�,S C jgTER �1.� seatt►e,WA 9Sso1 S TA N D A R D N 0 T E S <br /> Sro x a� E� Everett, Washington 98203 6 8 O F 1 2 1 <br /> � � 206.622.5822 <br /> � X N0. DATE �Y CHD. APPR. REVI510N J 0 B No. : 1600557 � ��}� W�,W,��gf.�om (425) 34�-2312 Fax (425) 438-6141 <br />