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6107 BERKSHIRE DR SEPA 016 - 041 Plans 2025-04-14
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6107 BERKSHIRE DR SEPA 016 - 041 Plans 2025-04-14
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Last modified
4/14/2025 7:55:54 AM
Creation date
4/3/2025 1:24:53 PM
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Address Document
Street Name
BERKSHIRE DR
Street Number
6107
Tenant Name
SEPA 016 - 041
Address Document Type
Plans
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CO U v <br /> linof a <br /> i v <br /> 1 20 20 O V _- _ <br /> ' Uz <br /> SCALE:,�=20' l - <br /> 0 CD-.- -5:i ., <br /> 1 �SEESHEET C1 FOR GENERIC NOTES AND GENERAL STORK,SANRARY <br /> I SEWER AND WATER NOTES. <br /> - 2. PROVIDE 3'MIN.COVER OVER WATER UNES,UNLESS OTHERWISE SHOWN <br /> 1 TO BE DEEPER. PRO'v1DE 2'MIN COVER OVER WATER SERVICE ONES Y• <br /> 't1'O <br /> LESS THAN 3'IN DIAMETER. �4.4 S, <br /> - -- -- -- -- - <br /> 1 3. COORDINATE BU6DING SYSTEM CONNECTION LOCATIONS AND INVETO <br /> ElEVATKNIS WRH PLUMBING CONTRACTOR. VERIFY THAT THERE A2E NO :.s <br /> I I I I CONFLICTS WITH PROPOSED SYSTEMS AND OTHER UITUTIES. <br /> GRADE AREAS TO DRAIN TO IX SD <br /> FACRIIIES 4. COORDINATE INS(AUATION OF NEW MLITIES WITHIN RIGHT-OF-WAY WITH <br /> 1 .. __ ►- \\\ CRY aF EVFRETT. <br /> 1 I Iti r �j I 11 \ 5. STATE OF WASHINGTON LEVEL.III ARE PROTECRON SPRINKLER <br /> ❑ ®_ F j IX FH CONTRACTOR SHALL DESIGN AND PREPARE THE UNDERGROUND SUBMITTAL <br /> I J 1 r <br /> .� F �- ,I I DRAWINGS PER THE STATE OF WASHINGTON WAC 212-80-043(9). <br /> I <br /> I 11 4� <br /> AREA DRAIN WITH TRAP <br /> 1 CONNE ) FOR TRASH/RECT(:UNG 6. A STATE OF WASHINGTON LEVEL U UNDERGROUND CONTRACTOR SHAll. <br /> AREA PERFORM THE INSTALLATION OF THE UNDERGROUND FlRE SERv10E PIPoNG <br /> 1 11 IPER THE STATE OF WASHINGTON WAC 212-80-043(2). <br /> 1 (I FOOTING DRAIN - OVERFLOW FOAM COLLECTION"CB TYPE 1(TYP) I I <br /> I I j y I l BIODtETTERKIN CELL W/ I I QUALITY - _ <br /> ,UNDERORAN AND LINER- I CB TYPE 1 L.EOEt'� <br /> I I STORMWAIER FACILITY 1 i <br /> 1 if BIM=417.00 % i ' — l�l e WARM SANITARY SEWER MANHOLE <br /> 1 __--_ O � s <br /> I, CATCH BASIN WITH ::::::::.:: PROVIDE SCUD COVER <br /> I i BEIT 6 GRATE TO IX SD CB AND O 54'SOMH <br /> AO <br /> /� _ RM 417.5 ADJUST TO GRADE <br /> ,�.,::;-„� \ ADJUST�VALVE environmental <br /> ' CLEANOIJT(TYP �' • • • <br /> _ \..., <br /> COVER TO GRADE ® AREA DRAIN 1NORKS <br /> 1 1 iLs `_� ® CB TYPE-1evmm„nrty cesi9e tamer <br /> 1 ty1 aADJUST E C8 COVER Y __ 402 tsm Avenge Baer <br /> I I J 1 1 1 CB T418 TO GRADE = _— 4 S ORM DRAIN Seattle Washington 98112 <br /> 206 29 5300 <br /> e —, 1 I I EM417 50 STORM N MAIN 206 322935494 fax <br /> - SINITATY SEWER MAN <br /> 1 r1 r I� SD CIF/NOR(TYP) 1 i M \ __-- SANITARY SERVICE UNE <br /> 1 J �io____ 1 I ._ WATER SERVICE UNE <br /> I ' 1 1� \ _ WATER/FIRE MAIN Everett <br /> ///0��� 1 i \ s -ws WALE T Safe Streets <br /> (3. <br /> 3, L Li \ i I ,/ ' IX 36 WATERUN�TO <br /> �, 1 •� \'( <br /> SD TO RETAAN I (� DOWNSPOUT CONNECT ONSupportive <br /> i FF ELEV.420.00 u f4 _ I ES SD TO R ANh Housing <br /> — 1 Ii I I Everett,WA 96203 <br /> I <br /> �_-I 1 <br /> 1 <br /> � �� •i f"�� .1 ce rrnE 2(s4�w/sou�uD I <br /> r <br /> PER CAE 5Tp DWG NO 42 <br /> 1 I �I E d RIM 419.00 \ j, I <br /> - J - I I�. 36'IE 410.00 C <br /> 1 I. 8'IE 414.33 ��JJ 60"MANIF LD DETENTION TANK <br /> 1 I a SYSTEM SI TO MEET PREDEVELOPED <br /> 1 I I $OF 2 10 YR.100 YR 24 HR <br /> 1!. 6'SS POG 1. \ STORM E�N15 <br /> I I — _ 4'DOMESTIC ER ' I ei \ (WATER TIdHT PIPE MATERIAL) <br /> - I - SFRACEAP�OC IRI )4 HIGH ONCRETE CURB AND GUTTER Site Storm Drainage and <br /> I I -_ I I AT p y�4Y TO DIVERT RUNOFF TO IX <br /> / `..: V \ 6 F6 \ l �•�,�� I�� I STORM DAIIANAGE FACILITIES Utility Plan <br /> I <br /> / SERv10E PGC .j i �\_ i V CATCH E GRATE <br /> WR'F� j <br /> / 1 - II[�\yll BEEHIVE GRATE <br /> J 1 1 FOQITNG DRAIN PoM 417.5 I <br /> i pOC Id l i 1 y IE 6'415.00 1 <br /> _ ) CURB OPENING li ) <br /> ='~"•-�.-- -� .•1 .... c'A1JU5T SOW CgVFR <br /> 3/4'IRRIGATION POC I I TO GRADE <br /> I I • 1 Al `:`:':nl W A`�DC� PROVIDE SWD'OVER Date <br /> �4 I 9 December 2016 <br /> • <br /> TOIXSO CB MD <br /> �— .I � ••` AMu'-To swag - Land Use Permit <br /> —— __ —— — — �y, _— � _ ---.� I(, — - —— ——_ Revisions <br /> I I I i _- Ir. - <br /> _FlRE SID DWG r07 <br /> HI i UKRRETEMION CELL W/ I i I COT STD DWG 507 <br /> UNDERDRIN AND LINER- III <br /> jj1 y - I STORMWATER QUALITY FACILITY ! I <br /> • I 1,f.<F I BTM=417.00 I t! <br /> __„ i_ ti -_: FLOW CONTROL SRTUCTURE i <br /> w SDUD LID <br /> L J <br /> PER COE STD DWG NO 422E <br /> RIM 419.00 Drawn trV. <br /> -36`1 <br /> -- PER CO17AE STD.DWG 502A - 7 12'IE• <br /> 410.00 \ PA <br /> \ I Checked try(P.M.) <br /> - - 6'FIRE SOME 48'CB TYPE 2 WITH SOUD UD \ PA <br /> CONNECT TO EXIST.NG W KITH CONNECT TO IX 12'STORM DEAN PER COE i Checked M(OM.•) <br /> 8'X6'STET SM. SLEEVE SIDS,IX 12'IE 409.4± I IT <br /> PER COE STD.DWG 514 12'IE 409.50 <br /> CRRINF1 AREA PIGEON CRE}]< COORDINATE WORK WITH COE I Project No. <br /> 11 INFORMATION FROM CITY XI FIRE SERVICE 48"TYPE 1 SSMH PER COE STD DWG 606A <br /> OF EVERETT GIS CONNECT TO EXIST.8'W WITH CONNECT TO IX 8'SANITARY SEWER.IE 100.63(E,W) 16-029A <br /> 8'Xfi'STEEL TAPPING SLEEVE IE 8' ISIDENAl SEWER 400.77(N) <br /> PER CGE STD.DWG 514 COOIDINATE WORK COE <br /> • i C5 .. <br /> .. <br />
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