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SECTION 3, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M.
<br /> IIIIIIIIIII m
<br /> PROPOSED DETENTION VAULT 1/1 o ao eo iso
<br /> DRIVEWAYS A
<br /> PROPOSED DETENTION VAULT#2 SANITARY SEWER CONTRIBUTING AREA=UPPER PARKING AND
<br /> CONTRIBUTING AREA= 507.OF BUILDING C ROUND BUILDINGS A AND B Water main needs 5'off one side
<br /> OF CONNECTION APPROXIMATE POINT
<br /> APPROXIMATE SIZE=134'LX22'WX76'D APPROXIMATE SIZE=43TLX22'WX16'D and 10'off the other to provide room SCALE:t INCH-eo FEET
<br /> APPROXIMATE VOLUME=47,200 CIF APPROXIMATE VOLUME=153,850 CF for future replacement without
<br /> NO WQ TREATMENT REQUIRED APPROXIMATE WQ VOLUME(POST-DETENTION) shutting off service.
<br /> NORTH WALL OF VAULT N ACT L 0.1101 CFS
<br /> RETAINING WALL. NORTH WALL OF VAULT TO ACT AS RETAININ' W
<br /> / 1 This connects to
<br /> / -- _ f .gm,-.
<br /> -. c- tgE __ \ ` ) Bridle Park Pres
<br /> ,�� 1�' \\\\ WA ER MAIN Zone.Elev=464'
<br /> i %. i i r . / � / L ., i APPROXIMATE
<br /> ,s� - %�-!i�i(i�ii� f/ :y/'i///i :%ili9H,E34i.%�iXi'//i//z'i'','yi`i/.///!�/y�Ki/s/.d / li'���.'./��_ �/,,�'�.%-Y�/ ''/i%�1.%/ POINT OF
<br /> I CONNECTION
<br /> 1
<br /> PROPOSED DETENTION VAULT/13 CATCH -8"DUCTILE IRON 8'SANITARY \ BUILDING DATA:
<br /> SEWER MAIN(TYP) ..
<br /> CONTRIBUTING AREA=LOWER PARKING AROUND BASIN WATER MAIN(TYP) ' ;` BUILDING'A'1st FLOOR=89,900sf
<br /> BUILDING C AND WEST RESERVE PARKING LOT (TYP) I APPROX.47O LF
<br /> CONTRIBUTING AREA=UPPER PARKING AND
<br /> 1� DRIVEWAYS AROUND BUILDINGS A AND B FUTURE WATER AND/OR COMBINED I( J I \ 8-INCH DUCTILE BUILDING'B'1st FLOOR 93,6005f
<br /> APPROXIMATE SIZE-73TL%22'WX16b WATER AND SEWER i If / IRON CEWAME MAIN
<br /> APPROXIMATE VOLUME= 259,450 CF EASEMENTS FOR C'TY OF EVERETT REPLACEMENT IN BUILDING'C'1st FLOOR= 265,t00sf
<br /> APPROXIMATE WV VOLUME(POST-DETENTION)= BUILDING �C' P PUBLIC WORKS(TYP). - SOUND AVE.
<br /> J NORTH CFS 265,100 S.F. FINAL EASEMENT TO INCLUDE '
<br /> ~ NORTH CFSAND WEST WALLS OF VAULT TO ACT AS HYDRANTS AND WATER METERS • i ! r
<br /> FIRE HYDRANT ) ,-^1 RETAINING WALL. F.F.E. 344.0' I TOTAL BUILDING 1st FLOOR AREA=448,600sf
<br /> (T7) PARKING - 501 DONESTC,FIRE. AND I• I
<br /> ' �1= IRRIGATION SERVICES(TYP) II I (6 BUILDING'A'MEZZ.= 19,200sf
<br /> I 1 I G BUILDING'B'MEZL-30,600sf
<br /> 3 _
<br /> i
<br /> 111
<br /> - - I i 2 BUILDING'C'MEZZ.=53,000st
<br /> I WI I v I i 1 I �I ` Q Assuming
<br /> I I j f L_ li i / I ,, developer installs
<br /> I iji ! ' (((/I this main.We'll need
<br /> II I�� �.o>� I
<br /> I /// to review TOTAL BUILDING MEZZ.AREA= 102,800sf
<br /> ` \� \ fir--M M M M. M M M M T V001� I (�'I _ developer's plans. TOTAL BUILDING AREA=551,400sf
<br /> J� I
<br /> / �� I II (BUILDING HEIGHTS NOT TO EXCEED 30 FEET)
<br /> II r
<br /> (BNSF RAILROAD)WEST OUTFALL PIPE AS -.�� � 1 n �I I^ f T' / I
<br /> PREVIOUSLY DESIGNED UNDER C32-1 - - - - -
<br /> I
<br /> / LEGAL DESCRIPTION
<br /> INTERAIR PROJECT. PIPE LENGTH AND ___ -- -ramI
<br /> `•
<br /> ROUTING TO BE FIELD DETERMINED. ---I -�-
<br /> s . ., THE SOUEAST QUARTER OF THE NORTHWEST QUARTER OF
<br /> GREA132 i /l// ..x, -- --- \\\ I SECTION 3,TOWNSHIP 28 NORTH,RANGE 4 EAST W.M.,IN
<br /> Do you really want -_-- ■ `a SNOHOMISH COUNTYWASHINGTON;
<br /> CONTRIBUTING AREA= SOIL CF BUILDING C ` -� ! -
<br /> APPROXIMATE SIZE=VAULT
<br /> TO ACT CF to count pre � J RECORDING NUMBERS 1872524 AND 8904180075;
<br /> APPROXIMATE VOLUME=46,500 CF ( different pressure �� I iT� .=•M I �•- M = MI '1 +n = - TT UNDER
<br /> NO WO TREATMENT REQUIRED - I-' I I - III ',E..
<br /> • i 1 \_ --s \
<br /> _ _ _ -- EXCEPT THAT PORTION DEED TO THE CITY OF EVERETT
<br /> zones? i
<br /> SOUTHWEST WALL OF VAULT TO ACT AS ' I A f , l I TOGETHER WITH THAT PORTION,IF ANY,OF THE NORTH 33
<br /> RETAINING WALL FEET OF THE SOUTHWEST QUARTER OF THE NORTHEAST
<br /> � ' ;
<br /> 8"DUC L IRON L. STORM DRAIN CATCH BASN �. QUARTER OF SECTION 3, 28 NORTH.RANGE 4 EAST
<br /> Y ' 1 T W.M.,IN SNOHOMISH COUNTY,WASHINGTON, LYING WESTERLY OF
<br /> 1 I - I WATER AlMN(TYP) PIPE(TYP) (TYP) SOUND AVENUE AND WESTERLY THE MONUMENTED PLAT OF
<br /> Ism
<br /> I 8"SANITARY , I BUILDING �B' I
<br /> SEWER FORCE BRIDLE PARK.ACCORDING TO THE PLAT THEREOF RECORDED IN
<br /> 3
<br /> am
<br /> MAIN(TYP) 93,600 S.F. :� -I! ` VOLUME 16 OF PLATS,PAGE(S)16 AND 17,RECORDS OF
<br /> a■ , F.F.E. 424.0'
<br /> Y SNOHOMISH COUNTY,WASHINGTON,AND LYING NORTHERLY OF
<br /> PROPOSED DETENTION VAULT E6 SANITARY SEWER 11s I `" I PARKING - 250 + RESERVE ..� THE PLAT OF KENILWORTH HILLS NO.1,ACCORDING TO THE
<br /> LIFT STATION _gyps I -I DOMESTIC.FIRE.AND I PLAT THEREOF RECORDED IN VOLUME 45 OF PLATS,PAGE(S)
<br /> CONTRIBUTING AREA=LOT 5 BUILDING ` IRRIGATION IRE,AND E I 138 AND 139,AS REVISED BY PLAT ALTERATION RECORDED IN
<br /> AND PARKING AREA -1 I (r P) i SLATS.PAGES 229 AND 230,RECORDS OF
<br /> APPROXIMATE SIZE= TE WO
<br /> :: I' 1-- _1_ I J I f r( VOLUMEISH COUNTY,WASHINGTON-
<br /> APPROXIMATE VOLUME= 28,200 CF o I I i
<br /> APPROXIMATE WQ VOLUME ii. i I ,�� i I i I I I I i I I.Jt—£ fo=`s SITUATE IN THE COUNTY OF SNOHOMISH.STATE OF
<br /> (POST-DETENTION)=O.ACT CFS I I -I '-' 'I�, This connects to WASHINGTON.
<br /> £ WEST WALL OF VAULT TO AS I / J ( •, Zone
<br /> ii. / , IndustryPres
<br /> RETAINING WALL.
<br /> W I DOMESTIC.FIRE, AND ii / tiya _,__ Elev=670 WATER(DUALITY TREATMENT
<br /> a IRRIGATION SERVIC'S� ■. �� ®, •
<br /> .■, sI
<br /> mic
<br /> r
<br /> (TYP) I'9 •''cp / '_� M ,—I-2"-Sat]%M-�'AL"1- i�_+ M M _- 1. WATER QUALITYTREATMENT WILL BE PROVIDED BY FILTER
<br /> C111 J
<br /> I G I .. r rR--•n PIPE(TYP) �.�o.� Al�' —''ll II , MEDIA CARTRIDGES. A BAYSAVER VAULT OR APPROVED EQUAL
<br /> -42 2" I�■r. 2.
<br /> I ■, I h1. I 'II.yF I 1-'Lk- - WILL BE DESIGNED.
<br /> ¢ - 3 SANITARY SEWFJ4 APPROXIMAW
<br /> 3 3-STORY BUILDING INCLUDING` = :I 1.11
<br /> I ry, 12"SANITARY �$ ate'.I `-i-'I l•
<br /> E DAY-LIGHT BASEMENT. FIRST IOU PROPOSED DETENTION VAULT�5 SEWER MAIN(TYP) 7 y I WATER MAIN APPROXIMATE
<br /> FLOOR ELEVATION=340. -1 - I III I BUILDING 'A' I I i D. P01•T OF CON ECP.• NOTES
<br /> I
<br /> CONTRIBUTING AREA=BUILDINGS A AND Bam
<br /> ■f APPROXIMATE S'.ZE=36TLX22'WX16'D 89,900 S.F. _�
<br /> lFlF3F I I Ii OAPPROXIMATE VOLUME= 129,200 CF F-F.E./ 7 jZ�__�^ I) m- 1. DESIGN SHOWN IS CONCEPTUAL ONLY- MODIFlCATONS TO
<br /> „} i I NO WO TREATMENT REQUIRED /\ £I c FUTURE WATER AND/OR COMBINED THE 9ZE,LOCATION,AND QUANTITY OF UTIUTES HALL CHANGE
<br /> 12"SANITARY t �I L NORTH AND WEST WALLS OF VAULT TO -gRKIN 221 II i'I C WATER AND SEWER DURING THE PLAN APPLICATION PROCESS.
<br /> if
<br /> SEWER MAIN(T7) I L - W I -sIII ACT AS RETAINING WALL �- s�1 I. EASEMENTS FOR CITY OF EVERETT
<br /> DY, �.; IN �e� 1 APPLICATION SUBMITTAL AND PERMIT SUBMITTAL MAY
<br /> -- _ PU LI RKS _
<br /> B C WO ( 2. SITE PLAN IS CONCEPTUAL AND MODIFICATIONS 1 \` - -- _J� '�\ FINAL EASc AND TO INCLUDE THE PRL
<br /> I 12"DUCTILE IRON _ OCCUR.WATER MAIN(TYP) y. `-� W _W __ ! W W W yfHYDRANS AND WATER METERS VAULT
<br /> ACCEPT 3. LC CLEAN RAULT OOF RU RUNOFF WATER VAULT Q AND VAULT
<br /> ARE DESIGNED TO
<br /> L_ - _ _ _ J _-._ POWER POINT OF 5U FACE RUNG-D R AI NGT PPAA MST AD'M ONS VARY
<br /> T �S
<br /> ft
<br /> FIRE HYDRANT 12"DUCTLE IRON CONNECTION
<br /> L12"STORM DRAIN --- R FF EQU RI E
<br /> S [VP) CA-G+BASIN PIPE(TYP) WA'Di MAIN(�) AND DURING FINAL DESIGN VAULTS MAY BE RESIZED.
<br /> you really want (TYP)
<br /> to connect 2
<br /> different pressure Is 12"really necessary here?If so,where
<br /> zones? does 12"end and 8"begin?
<br /> Revision Description I D■aared By: e.iss, Dats VERITAS DEVELOPMENT, INC. SOUNDVIEW TECHNOLOGY CENTER
<br /> Dateil I DramBp 01/18/t6 ► , , 22819 WOODWAY PARK ROAD 36TH AVENUE W PRELIMINARY UTILITY PLAN C11
<br /> ;>Jv/�MH i I
<br /> 5 Checked By: t rojeu Na- ,SE 8th St. T(425)453-9501 WOODWAY, WA 98 EVERETT, WA
<br /> JJV/JWT 50-411-001 Stare 345 F(425)453-8208
<br /> $ Bellevue,WA 98004 s w.PACLmD.mn
<br /> as
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