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<br />SECTION 3, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M.
<br />PROPOSED DETENTION VAULT #2 SANITARY SEWER PROPOSED DETENTION VAULT #1
<br />CONTRIBUTING AREA = 50% OF BUILDING C APPROXIMATE POINT CONTRIBUTING AREA = UPPER PARKING AND
<br />APPROXIMATE SIZE = 134'LX22'WX16'D OF CONNECTION DRIVEWAYS AROUND BUILDINGS A AND B
<br />APPROXIMATE VOLUME - 47,200 CF APPROXIMATE SIZE = 437'LX22'WX16'D
<br />` NO WQ TREATMENT REQUIRED APPROXIMATE VOLUME = 153,850 CF
<br />NORTH WALL OF VAULT TO ACT AS APPROXIMATE WQ VOLUME (POST -DETENTION) _
<br />RETAINING WALL. 0.1101 CFS
<br />NORTH WALL OF VAULT TO ACT AS RETAINING WALL.
<br />E
<br />WATER MAIN
<br />APPROXIMATE
<br />Ap POINT M
<br />-- --- ----
<br />—�'9-- M M � CONNECTION
<br /># CATCH_ 8 SANITARY I�
<br />PROPOSED DETENTION VAULT 3 8" DUCTILE IRON
<br />CONTRIBUTING AREA = LOWER PARKING AROUND BASIN
<br />• // // (TYP) WATER MAIN (TYP) SEWER MAIN (TYP) BUILDING C AND WEST RESERVE PARKING LOT I�
<br />3
<br />CONTRIBUTING AREA = UPPER PARKING AND I I \
<br />j DRIVEWAYS AROUND BUILDINGS A AND B
<br />II
<br />APPROXIMATE SIZE = 737'LX22'WX16'D FUTURE WATER AND/OR COMBINED APPROX. 470 LF
<br />APPROXIMATE VOLUME = 259,450 CF WATER AND SEWER I I I I 8-INCH DUCTILE
<br />APPROXIMATE WQ VOLUME (POST -DETENTION) = BUILDING 'C EASEMENTS FOR CITY OF EVERETT I REPIROLACEMENT IWATER N
<br />0.1358 CFS PUBLIC WORKS (TYP).
<br />265100 S.F. ;' FINAL EASEMENT TO INCLUDE I 1 SOUND AVE.
<br />NORTH AND WEST WALLS OF VAULT 'TO ACT AS
<br />FIRE HYDRANT / HYDRANTS AND WATER METERS
<br />(TYP) RETAINING WALL. F.F.E. 344.0
<br />ii PARKING — 501
<br />DOMESTIC, FIRE, AND--�'
<br />IRRIGATION SERVICES (TYP) I f
<br />«. O
<br />Ili
<br />----M------M------M --- -M------M------------------- ----
<br />--------- M M -M i
<br />II --------------------- ----�.
<br />\ IIIW
<br />----
<br />I V �-
<br />-D--�
<br />(BNSF RAILROAD) WEST OUTFALL PIPE AS
<br />PREVIOUSLY DESIGNED UNDER C32-1 `\
<br />INTERAIR PROJECT. PIPE LENGTH AND
<br />z -
<br />ROUTING TO BE FIELD DETERMINED.
<br />PROPCSED DETENTION VAULT #4
<br />CONTRIBUTING AREA = 50% OF BUILDING C ---"-
<br />APPROXIMATE SIZE = 132'LX22'WX16'D
<br />APPROXIMATE VOLUME = 46,500 CF----_---------- M M m\
<br />NO WQ TREATMENT REQUIRED -
<br />SOUTHWEST WALL OF VAULT TO ACT AS \ -
<br />RETAINING WALL. ' i I - - - - _
<br />I 8 DUCTILE IRON 12" STORM DRAIN CATCH BASIN 1
<br />i I WATER MAIN (TYP)
<br />8" SANITARY I PIPE (TYP) (TYP
<br />) I
<br />SEWER FORCE I f` BUILDING B I
<br />( MAIN (TYP) I I
<br />93,600 S.F.
<br />PROPOSED DETENTION VAULT #6 SANITARY SEWER i I F.F.E. 424.0'
<br />CONTRIBUTING AREA = LOT 5 BUILDING LIFT STATION I I� I� PARKING - 250 + RESERVE
<br />-�
<br />AND PARKING AREA I � l � i ,; DOMESTIC, FIRE, AND
<br />APPROXIMATE SIZE = 80'LX22'WX16'D I I I IRRIGATION SERVICES i
<br />APPROXIMATE VOLUME = 28,200 CF (TYP)
<br />APPROXIMATE WQ VOLUME
<br />(POST -DETENTION) = 0.015 CFS I I �-- I I I I I
<br />WEST WALL OF VAULT TO ACT AS
<br />RETAINING WALL. I ( I o
<br />DOMESTIC, FIRE, AND
<br />i
<br />-----— IIRRIGATION SERVICES o
<br />— — — —
<br />tt
<br />---------------------(TYP) - -----
<br />o
<br />�C
<br />M M
<br />-D-R AIN— M 1d ------- ---
<br />M _
<br />' I 42 PIPE (TYP) -
<br />IiII 2 �Z IIIIII h
<br />v .
<br />3-STORY BUILDING INCLUDING
<br />�' g h
<br />- I h I I I II I I
<br />d h SANITARY SEWER APPROXIMATE
<br />DAY -LIGHT BASEMENT. FIRST 12" SANITARY �`�' I 0)
<br />FLOOR ELEVATION = 340. L -1 I PROPOSED DETENTION VAULT 5 , SEWER MAIN TYP , POINT OF CONNECTION
<br />CONTRIBUTING AREA - BUILDINGS A AND B BUILDING A /� WATER MAIN APPROXIMATE
<br />POINT OF CONNECTION
<br />' I I APPROXIMATE SIZE = 367'LX22'WX16'D 89 900 S.F. I ID
<br />APPROXIMATE VOLUME = 129,200 CF. F.F. / "<
<br />NO WQ TREATMENT REQUIRED E' - —� ..... f�;,
<br />12" SANITARY
<br />NORTH AND WEST WALLS OF VAULT TO ARKING — 221 �I
<br />SEWER MAIN (TYP) I L I - - - " ( ACT AS RETAINING WALL. �� hl I I ' { i� FUTURE WATER AND/OR COMBINED
<br />I H f WATER AND SEWER
<br />�. EASEMENTS FOR CITY OF EVERETT
<br />12" IRON
<br />' WATER MAINS () TYP ~ \ - - - L ).
<br />- - - _ - - - - - PUBLIC WORKS (TYP_W - _ - - W - -- - - - W W - - - - FINAL EASEMENT TO INCLUDE
<br />- _y�
<br />-- - - W - HYDRANTS AND WATER METERS
<br />FIRE HYDRANT � � � � �� � � - - - � q
<br />-� POWER POINT OF
<br />(TYP) CATCH BASIN 12" STORM DRAIN 12 DUC- _E IRON CONNECTION
<br />(TYP) PIPE (TYP) WATER MAN (TYP) !
<br />N
<br />Designed Bye issue Da
<br />vV "' 01 /18/16
<br />Drawn By.
<br />JJV/SMH m
<br />Checked By. Project No.: 11400 SE 8th St. T (425) 453-9501
<br />JJV/JWT 50-z' 1-001 Suite 345 F (425) 453-8208
<br />Bellevue, WA 98004 www.PAcLAND.COM
<br />VERITAS DEVELOPMENT, INC- SOUNDIVIEW TECHNOLOGY CENTER
<br />22819 WOODWAY PARK ROAD 36TH AVENUE W
<br />WOODWAY, WA 98020 EVERETT, WA
<br />BUILDING DATA:
<br />BUILDING
<br />•A"
<br />1st
<br />FLOOR
<br />=89,900sf
<br />BUILDING
<br />'B'
<br />1st
<br />FLOOR
<br />= 93,600sf
<br />BUILDING
<br />'C'
<br />1st
<br />FLOOR
<br />= 265,100sf
<br />I U I AL BUILUING 1st FLOOR AREA = 448,600sf
<br />BUILDING 'A' MEZZ. = 19,200sf
<br />BUILDING 'B' MEZZ. = 30,600sf
<br />BUILDING 'C' MEZZ. = 53,000sf
<br />TOTAL BUILDING MEZZ. AREA = 102,800sf
<br />TOTAL BUILDING AREA = 551,400sf
<br />(BUILDING HEIGHTS NOT TO EXCEED 30 FEET)
<br />LEGAL DESCRIPTION
<br />THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF
<br />SECTION 3, TOWNSHIP 28 NORTH, RANGE 4 EAST W.M., IN
<br />SNOHOMISH COUNTY WASHINGTON;
<br />EXCEPT THAT PORTION DEED TO THE CITY OF EVERETT UNDER
<br />RECORDING NUMBERS 1872524 AND 8904180075;
<br />TOGETHER WITH THAT PORTION, IF ANY, OF THE NORTH 330
<br />FEET OF THE SOUTHWEST QUARTER OF THE NORTHEAST
<br />QUARTER OF SECTION 3, TOWNSHIP 28 NORTH, RANGE 4 EAST
<br />W.M., IN SNOHOMISH COUNTY, WASHINGTON, LYING WESTERLY OF
<br />SOUND AVENUE AND WESTERLY OF THE MONUMENTED PLAT OF
<br />BRIDLE PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN
<br />VOLUME 16 OF PLATS, PAGE(S) 16 AND 17, RECORDS OF
<br />SNOHOMISH COUNTY, WASHINGTON, AND LYING NORTHERLY OF
<br />THE PLAT OF KENILWORTH HILLS NO. 1, ACCORDING TO THE
<br />PLAT THEREOF RECORDED IN VOLUME 45 OF PLATS, PAGE(S)
<br />138 AND 139, AS REVISED BY PLAT ALTERATION RECORDED IN
<br />VOLUME 50 OF PLATS, PAGES 229 AND 230, RECORDS OF
<br />SNOHOMISH COUNTY, WASHINGTON.
<br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
<br />WASHINGTON.
<br />WATER QUALITY TREATMENT
<br />1. WATER QUALITY TREATMENT WILL BE PROVIDED BY FILTER
<br />MEDIA CARTRIDGES. A BAYSAVER VAULT OR APPROVED EQUAL
<br />WILL BE DESIGNED.
<br />NOTES
<br />1. DESIGN SHOWN IS CONCEPTUAL ONLY. MODIFICATIONS TO
<br />THE SIZE, LOCATION, AND QUANTITY OF UTILITIES WILL CHANGE
<br />DURING THE PLAN APPLICATION PROCESS.
<br />2. SITE PLAN IS CONCEPTUAL AND MODIFICATIONS BETWEEN
<br />THE PRE -APPLICATION SUBMITTAL AND PERMIT SUBMITTAL MAY
<br />OCCUR.
<br />3. VAULT #2, VAULT #4 AND VAULT #5 ARE DESIGNED TO
<br />ACCEPT CLEAN ROOF RUNOFF WATER. VAULT #1 AND VAULT
<br />#3 ARE DESIGNED TO ACCEPT PAVEMENT AND OTHER SITE
<br />SURFACE RUNOFF REQUIRING TREATMENT. DIMENSIONS VARY
<br />AND DURING FINAL DESIGN VAULTS MAY BE RESIZED.
<br />PRELIMINARY UTILITY PLA
<br />C1.1
<br />
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