|
SECTION 3, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M.
<br />PROPOSED DETENTION VAULT #3
<br />PRELIMINARY VOLUME = 200,000 CF
<br />PRELIMINARY WATER DEPTH = 14 FEET
<br />OVERALL VAULT DEPTH = 16 FEET
<br />NORTH WALL OF VAULT TO ACT AS
<br />RETAINING WALL
<br />WATER QUALITY FILTER CARTRIDGE
<br />TREATMENT VAULT - TO BE SIZED DURING
<br />DESIGN
<br />PROPOSED DETENTION VAULT #2
<br />BUILDINGS 'C' AND 'D' ROOF RUNOFF -
<br />NO TREATMENT REQUIRED
<br />PRELIMINARY VOLUME = 100,000 CF
<br />PRELIMINARY WATER DEPTH = 14 FEET
<br />OVERALL VAULT DEPTH = 16 FEET
<br />WEST WALL OF VAULT TO ACT AS
<br />RETAINING WALL
<br />I
<br />I
<br />(BNSF RAILROAD) WEST OUTFALL PIPE AS
<br />PREVIOUSLY DESIGNED UNDER C32-1
<br />INTERAIR PROJECT. PIPE LENGTH AND -
<br />ROUTING TO BE FIELD DETERMINED--- - - -
<br />I
<br />1■
<br />Q
<br />al
<br />Cn
<br />V)
<br />I I
<br />r
<br />PROPOSED DETENTION VAULT #1
<br />BUILDINGS 'A' AND 'B' ROOF RUNOFF -
<br />NO TREATMENT REQUIRED
<br />PRELIMINARY VOLUME = 165,000 CF
<br />PRELIMINARY WATER DEPTH = 14 FEET
<br />OVERALL VAULT DEPTH = 16 FEET
<br />WEST WALL OF VAULT TO ACT AS
<br />RETAINING WALL
<br />GRAPHIC SCALE
<br />W
<br />1 inch • M
<br />CONVEYANCE LINE
<br />FOR ROOF RUNOFF
<br />BUILDINGS 'B' AND 'A'
<br />3
<br />N
<br />0 No. Date By Revision Description oats
<br />TWD 9/1/15
<br />Drawn By -
<br />Checked By Project No.
<br />i TWD50-411-001
<br />m
<br />I I
<br />I
<br />L[a I N
<br />F
<br />I �
<br />—___--
<br />r
<br />r` CATCH BASIN (TYP)
<br />PROPOSED DETENTION VAULT #4
<br />PRELIMINARY VOLUME = 250,000 CF
<br />PRELIMINARY WATER DEPTH = 14 FEET
<br />I OVERALL VAULT DEPTH = 16 FEET
<br />NORTH WALL OF VAULT TO ACT AS I'
<br />RETAINING WALL
<br />WATER QUALITY FILTER CARTRIDGE
<br />TREATMENT VAULT - TO BE SIZED DURING
<br />DESIGN
<br />_ � I
<br />I
<br />� r
<br />SANITARY SEWER
<br />APPROX. POINT OF
<br />�ONft1ECTI ON
<br />• — - — . — - — .
<br />a
<br />' 8-INCH SANI ARY
<br />.. .._.. ,.» SE'WER-rMA1N....TYP� -. , -
<br />i
<br />BCJfEDVT
<br />E_..� 'DOMESTIC,..FtREE, AND
<br />IRRIGATION SERVICES
<br />(TYP) .
<br />i
<br />VERITAS CONSTRUCTION, INC
<br />o
<br />1 22819 WOODWAY PARK ROAD
<br />11400 SE 8th St. T (425) 453-9501 WOODWAY, WA 98020
<br />Suite 345 F (425) 453-8208
<br />Bellevue, WA 98004 www.PAcLAND.COM
<br />8-INCH DUCTILE IRON
<br />WATER MAIN (TYP)
<br />GRAPHIC SCALE
<br />0 40 80 160
<br />( IN FEET )
<br />1 inch = 80 ft.
<br />(SCALE IS FOR 24"X36" SHEET SIZE)
<br />BUILDING DATA:
<br />FIRE ` �
<br />HYDRANT BUILDING 'A' 1 st FLOOR=86,950 SF
<br />(TYP) �� BUILDING 'B' 1st FLOOR = 92,700 SF
<br />- BUILDING 'C' 1st FLOOR = 265,100 SF
<br />APPROX. 47C LF 8—INCH TOTAL BUILDING 1st FLOOR AREA = 444,750 SF
<br />DUCTILE IRON WATER
<br />MAIN REPLACEMENT IN BUILDING 'A' MEZZ. = 21,735 SF
<br />I SOUND AVE.
<br />BUILDING 'B' MEZZ. = 23,175 SF
<br />I \ BUILDING 'C' MEZZ. = 53,000 SF
<br />SANITARY SEWER
<br />APPROX. POINT OF
<br />CONNECTION
<br />\—WATER MAIN
<br />APPROX. POINT 0-
<br />CONNECTION
<br />I POWER POINT OF
<br />CONNECTION
<br />1
<br />60.00' - -.
<br />SOUNDVIEW BUSINESS CAMPUS
<br />TOTAL BUILDING MEZZ. AREA = 97,910 SF
<br />TOTAL BUILDING AREA = 542,660 SF
<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 />�7 o
<br />�o
<br />W
<br />LL
<br />O
<br />Ei LS
<br />1. DESIGN SHOWN IS CONCEPTUAL ONLY. MODIFICATIONS TO THE SIZE, LOCATION,
<br />AND QUANTITY OF UTILITIES WILL CHANGE DURING THE PLAN APPLICATION PROCESS.
<br />2. SITE PLAN IS CONCEPTUAL AND MODIFICATIONS BETWEEN THE PRE —APPLICATION
<br />SUBMITTAL AND PERMIT SUBMITTAL MAY OCCUR.
<br />3. VAULT #1 AND VAULT #2 ARE DESIGNED TO ACCEPT CLEAN ROOF RUNOFF
<br />WATER. VAULT #3 AND VAULT #4 ARE DESIGNED TO ACCEPT PAVEMENT AND
<br />OTHER SITE SURFACE RUNOFF REQUIRING TREATMENT. DIMENSIONS VARY AND
<br />DURING FINAL DESIGN VAULT LAYOUTS MAY BE ALTERED.
<br />4. FUTURE WATER AND/OR COMBINED WATER AND SEWER
<br />EASEMENTS FOR CITY OF EVERETT PUBLIC WORKS WILL BE REQUIRED. FINAL
<br />EASEMENT SHALL INCLUDE HYDRANTS AND WATER METERS.
<br />5900 36TH AVENUE W PRELIMINARY UTILITY PLAN C1.1
<br />EVERETT. WA
<br />
|