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SECTION 37 TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M.
<br />CONVEYANCE LINE
<br />FOR ROOF RUNOFF {
<br />BUILDINGS 'B',AND 'A'
<br />PROPOSED DETENTION VAULT #3
<br />PRELIMINARY VOLUME = 200,000 CF
<br />1
<br />PRELIMINARY WATER DEPTH = 14 FEET
<br />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 />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 />(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 />DETENTION PARKING
<br />VAULT WALL = 352'±
<br />PRELIM ELEV .4
<br />= 325± /
<br />EXISTING GRADE
<br />DETENTION-,
<br />VAULT WALL
<br />Il A I"11/IAIn
<br />BLDG C = 353.0'
<br />PRELIM ELI
<br />= 310±
<br />i SECTION 'a
<br />n
<br />5
<br />�l
<br />DETENTION BLDG C = 353.0'
<br />VAULT WALL
<br />— -- — _
<br />PRELIM ELEV
<br />n = 325± /
<br />-� EXISTING GRADE
<br />0
<br />0
<br />DETENTION —
<br />VAULT WALL
<br />IN1
<br />PRELIM ELEV
<br />RETAINING WALL
<br />HEIGHT TBD
<br />RESERVE PAR
<br />BLDG B PARKING
<br />= 420'±
<br />EXISTING GRADE
<br />= 330± SECTM TY
<br />PRELIMINARY SITE CROSS SECTIONS
<br />N.T.S.
<br />Mom=
<br />3
<br />No. Date By Revision Description By, Issue Date4
<br />�I Two
<br />1C ai5
<br />Driven By
<br />o TWD
<br />TOF OF STEEP SLOPE (TYP) \
<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 />L.0 ueuevue, VVH VMU'+ WWW.F'ACLAND.COM
<br />PROPOSED DETENTION VAULT #4 I
<br />PRELIMINARY VOLUME = 250,000 CF 6I
<br />�
<br />PRELIMINARY WATER DEPTH = 14 FEE��I
<br />0\lFRAI I VAIII T nFPTl4 = 1F, FFFT I
<br />WATER QUALITY FILTER CARTRIDGE
<br />�— TREATMENT VAULT - TO BE SIZED DURING
<br />DESIGN
<br />PAVED SECONDARY ACCESS
<br />AND GATE WITH KNOX BOX
<br />r LOCK FOR CITY OF EVERETT
<br />FIRE DEPT. GRAPHIC SCALE
<br />I 0 40 80 160
<br />t-- `--, SANITARY SEWER
<br />APPROC POINT OF ( IN FEET )
<br />CONNECTION 1 inch = 80 ft.
<br />(SCALE IS FOR 24"X36" SHEET SIZE)
<br />\
<br />E. \
<br />` \
<br />\� BUILDING DATA:
<br />:.\ BUILDING 'A' 1st FLOOR=86,950 SF
<br />v '�
<br />;\ BUILDING 'B' 1st FLOOR = 92,700 SF
<br />BUILDING 'C' 1st FLOOR = 265,100 SF
<br />"\\ TOTAL BUILDING 1st FLOOR AREA = 444,750 SF
<br />BUILDING 'A' MEZZ. = 21,735 SF
<br />BUILDING 'B' MEZZ. = 23,175 SF
<br />r APPROX.\ 4X F 8 INCH BUILDING 'C' MEZZ. = 53,000 SF
<br />U
<br />DUCTILE I1 0N' ATER
<br />�- -� -- -- MAIN REPL,A T IN
<br />I ` SOUND AV��,e - �.. � TOTAL BUILDING MEZZ. AREA 97,910 SF
<br />TOTAL BUILDING AREA = 542,660 SF
<br />(BUILDING HEIGHTS NOT TO EXCEED 30 FEET)
<br />/ o
<br />1 LEGAL DESCRIPTION
<br />Tf
<br />_ -
<br />' THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF
<br />' `' I :��� 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 />4 I TOGETHER WITH THAT PORTION, IF ANY, OF THE NORTH 330
<br />-..d 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 />VIN wS NIARY I ..w SOUND AVENUE AND WESTERLY OF THE MONUMENTED PLAT OF
<br />BRIDLE PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN
<br />� A
<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 N0. 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 />a SANITARY SEWER SNOHOMISH COUNTY, WASHINGTON.
<br />_ e APPROX. POINT OF
<br />I n �.. � I �n_ ' CONNECTION SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
<br />If W
<br />WASHINGTON. �
<br />w
<br />ss C:)F. E. 42 -�- m �
<br />m WATER QUALITY TREATMENT41 o
<br />-
<br />_...'
<br />g..
<br />' —
<br />' I �N WATER MAIN 1. WATER QUALITY TREATMENT WILL BE PROVIDED BY FILTER MJ ��
<br />I -... Au.. APPRDX. POINT OF MEDIA CARTRIDGES. A BAYSAVER VAULT OR APPROVED EQUAL CU
<br />D0 STIC, 'fl E, AND �..,° ; CONI�CTION WILL BE DESIGNED.
<br />IRRIG TION S RVI.CES -�
<br />._, (TYP I '
<br />'°..
<br />POWER POINT (F NOTES
<br />f
<br />7 ° '- .- CONNECTION
<br />DESIGN SHOWN IS CONCEPTUAL ONLY. MODIFICATIONS TO THE SIZE, LOCATION,
<br />1_77'M AND QUANTITY OF UTILITIES WILL CHANGE DURING THE PLAN APPLICATION PROCESS.
<br />I'U,7r-
<br />V 2. SITE PLAN IS CONCEPTUAL AND MODIFICATIONS BETWEEN THE PRE —APPLICATION
<br />Le
<br />SUBMITTAL AND PERMIT SUBMITTAL MAY OCCUR.
<br />u _ _ 3. VAULT #1 AND VAULT #2 ARE DESIGNED TO ACCEPT CLEAN ROOF RUNOFF
<br />8-INCH DUCTILE IRON ° s: WATER. VAULT #3 AND VAULT #4 ARE DESIGNED TO ACCEPT PAVEMENT AND
<br />CATCH BASIN (TYP) OTHER SITE SURFACE RUNOFF REQUIRING TREATMENT. DIMENSIONS VARY AND
<br />WATER MAIN (TYP) i DURING FINAL DESIGN VAULT LAYOUTS MAY BE ALTERED.
<br />4. FUTURE WATER AND/OR COMBINED WATER AND SEWER
<br />I EASEMENTS FOR CITY OF EVERETT PUBLIC WORKS WILL BE REQUIRED. FINAL
<br />EASEMENT SHALL INCLUDE HYDRANTS AND WATER METERS.
<br />VERITAS CONSTRUCTION, INC
<br />SOUNDVIEW BUSINESS CAMPUS '
<br />DEVELOPER
<br />5900 36TH AVENUE W
<br />PRELIMINARY UTILITY PLAN
<br />C1.1
<br />L.B.G.-38, LLC
<br />OWNER
<br />EVERETT, WA 98205
<br />
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