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L..—I E <br /> a o <br /> �^,Z �° 0. <br /> IIII <br /> I Z aur 3 <br /> 20 0 00 r0'U aYN1 <br /> I UZ F. n°u <br /> SCALE:1'=20 W <br /> 1 NOTE.4 <br /> 1 1. SEE SHEET CI FOR GENERAL NOTES AND GENERAL STORM.SANITARY <br /> I I SEWER AND WATER NOTES. <br /> I 2. PROVIDE 3'MIN.COVER OVER WATER UNES,UNLESS OTHERWISE SHOWN <br /> __ -- _- <br /> I TO BE DEEPER. PROVIDE 2'MIN COVER OVER WATER SERVICE LINE IMT APO <br /> LESS THAN 3'IN DIAMETER. �w4 ,'S'T <br /> I 3. COORDINATE BUILDING SYSTEM CONNECTION LOCATIONS AND INVERT <br /> I I I CONFLICTS WRH PROPOSED SYSTEMS AND OTHER I'MAT ES. .I I ELEVATIONS WRH PLUMBING CONTRACTOR. VERIFY THAT THERE ARE NO <br /> I <br /> GRADE AREAS TO DRAIN TO IX SD <br /> _ __ _ FACILITIES 4. COORDINATE INSTALLATION OF NEW MUDS HERWITHINL RIGHT-OF-WAY W .. <br /> I j _I,1� .�� CRY OF EYERETT. 70NAti ' <br /> I (LL '} <br /> 5. STATE OF WASHINGTON LEVEL III FIRE PROTECTION SPRINKLE <br /> R <br /> CONTRACTOR SHALL DESIGN AND PREPARE THE UNDERGROUND SUBMITTAL <br /> i <br /> I I I i�IX FH <br /> I I i I DRAWINGS PER IRE STATE OF WASHINGTON WAS 212-80-043(9). <br /> 1I CONNECTION <br /> DOWNSPOUT AREA DRAIN WITH TRAP <br /> 1I CONNECTION FOR TRASH/RECYCLING 6. A STATE OF WASHINGTON LEVEL U UNDERGROUND CONTRACTOR SHALL <br /> I (1YR) - AREA PERFORM THE INSTALLATION OF THE UNDERGROUND FIRE SERVICE PIPING <br /> 1 �� FOOTING DRAIN <br /> I PER THE STATE OF WASHINGTON WAC 212-80-043(2). <br /> OVERFLOW'FOAM COLLECTION-CB TYPE 1 <br /> i <br /> I I I I BIOTRETENTION CELL W/ I <br /> ( ,UNDERDRAIN AND LINER- 1 7 CB TYPE 1 LE('aEND <br /> II STORMWATER QUALRY 1 <br /> FACILITY <br /> 7 <br /> 0 ClEANOUT <br /> 11 ; BTM=417.00 ; �!_ I, SANITARY SEWER MANHOLE �..�' <br /> I <br /> CATCH EOSIN WITH PROVIDE SOLID COVER <br /> i <br /> I I BEEHIVE GRATE TO IX SD CB AND 54°SDMH <br /> RIM 15.00 \ ADJUST TO GRADE <br /> I IE 6'415.00 ADJUST SD VALVE environmental' \ ® AREA DRAIN KS <br /> 1 CLFANOIR(TYP .,l i .`:.:. COVER TO GRADE <br /> 1 ♦ .� \ g CB TYPE-1 Community Design cantor <br /> II <br /> I I �,� 111 � ADJUST EX CB COVER,� — -_ <br /> I I I I CB TYPE\1 TO GRADE 4'STORM DRAIN 402 rsm Avenue east <br /> I 1 i b RIM 418.7( STORM DRA N MAIN Seattle,Washington 98112 <br /> _ --- 206.329.8300 <br /> 1 1 .I IE 417.50\ _ 206.329.5494 hx <br /> SD CLFANOUT(1YP) 1 1 - SANITARY SEWER MAIN <br /> I •� SANITARY SERVICE LINE <br /> - WATER SERVICE LINE <br /> I I ;"" - I I. \ I WATER/FIRE WIN Everett <br /> ( IS fl \ �� <br /> �\ i I \ / --It* PIPE OUTLET Safe Streets <br /> i 1 / IX 36'WATERUN TO _- DOWNSPOUT CONNECTION Supportive <br /> n�,�.rri SD TSD TEAWN <br /> I r I Housing <br /> ill; FF ELEV.420.00 ` li 4 i IX SD TO REMNI <br /> I1 1 6107 Berkshire Dr <br /> — ---I.__.-- <br /> '/1 J % ' Everett.WA 98203 <br /> 1 1; r--1 1 CB TYPE 2(54')W/SOU LID <br /> U PER COE STD DWG NO 422� I' <br /> �I! "I 'I RIM419.00 \ <br /> I I I' I; 1 36'IE 410.00 / <br /> I I I 4. 8°IE 414.33 r / 60'MANIF lD DETENTION TANK <br /> I: it SYSTEM SI ED TO MEET PREDEVELDPED <br /> 114 1Ii T ,I. ' ) OF2Y,10 YR,TOO YR 24 HR <br /> 1 ii fi'S5 POE- 1 'A \ \ STORM EVINTS <br /> (WATER 110HI PIPE MATERIAL) <br /> �, -1 i 4"DOMESTIC 1 ®I , \ I <br /> ( 1 WATER �,1 \ \ \ J�'HIGH ONCRETE CURB AND GUTTER <br /> S6"FDE PocQQQ Site Storm Drainage and <br /> I 6^FDC POC ' ,1 1 1 AT DR<✓EY{AY TO DIVERT ACIL RUNOFF TO IX Utility and <br /> STORM D NAGE FACILITES <br /> I _'i 6'FlRE <br /> I „SERVICE POC w � CATCH I <br /> Plan <br /> ��- I I I , I \ BEEHVE GRATE <br /> i III FOOTING DRAM I IIR RIM 417.5 <br /> \ RI 6'415.00 <br /> 11 �!•d ,_ CURB OPENING t • <br /> 3/4'IRRIGATION POC E e ADJUST SOUR COVER <br /> TO GRADE Date <br /> ja <br /> 9 December 2016 <br /> I �!� 1• q16 `1 J6 DI W>S PROVIDE SOLID OVER Land Use Permit <br /> TO EX SD C8 MID <br /> __ __ __ __ _ g}.r•_ __ y•__ , o - _— T r ; -- 1 __ __ __ Revisions <br /> • <br /> I <br /> b -T�,1 ' ' 1, CRE STTD'f?DWGANT PER <br /> IBIOTRETENTON CELL W/ I I COL STD DWG 507 <br /> UNDERDRAIN AND LINER- ( 1 I <br /> I STORMWATER QUALITY FACILRY I I <br /> I I BTU=417.00 ICIFLOW CONTROL <br /> CB TYPE 2(54S/SOLID LID <br /> PER COE STD DWG NO 422E <br /> RIM 419.00 Dravm by <br /> 3/4" STD.D G 502A - - "16"1E 410.99 \ PA <br /> PER COE STD.DWG 502A 12'IE 410.00 <br /> I Checked by LP.M., <br /> 6'ORE SERVICE 48°CO E TYPE 2 WR'SOLID LID P PA <br /> CONNECT TO EXIST.8'W WRH CONNECT TO IX 12'STORM DRAIN P CUE Checked by(.M.T <br /> 8'X6'STEEL TAPPING SLEEVE SIDS,IX 12'IE 409.43 <br /> PER COE STD.DWG 514 12'IE 409.50 A <br /> OF EV O AREA PIGEON CREEK COORDINATE WORK WRH COE I Project No. <br /> #1 INFORMATION FROM CRY 4'FIRE SERVICE CO TYPE 1 WSSIAHORK PER COE STD DWG 6 I 16-029A <br /> OF EVERER GIS CONNECT TO TAPPING <br /> 8'W WITH EVE CONNECT TO IX 8'SANITARY SEWER,IE .63(E,W) <br /> IT <br /> 8°X6 pERECOE�STON DWG LL514 IE 8'SIDE SEWER 400.77(N) <br /> COORDINATE WORK WITH COE <br /> I C5 <br />