|
SECTION 3, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M.
<br /> f
<br /> T I I /� /, 1 I PROPOSED DETENTION VAULT#4 i
<br /> I / .'--i PRELIMINARY VOLUME= 250,000 CF I
<br /> / i I / 1, I I I PRELIMINARY WATER DEPTH= 14 FEET`I
<br /> I \1 I I` _ OVERALL VAULT DEPTH= 16 FEET I WATER QUALITY FILTER CARTRIDGE
<br /> " ~ I , T i - vI ) \\� ULT TO ACT A TREATMENT VAULT- TO BE SIZED DURING
<br /> t
<br /> A \ NORTH WALL OFIVA S., I
<br /> R-_. r.� -��_ - j \ \ \RET 'WALL' DESIGN
<br /> .."�.. r ES w.wc scn ac
<br /> RETAINING
<br /> PROPOSED DETENTION VAULT 113 - - - - - - - -- - -- ------1O e2 T -\` -/_/T�-_ _ _
<br /> PRELIMINARY VOLUME= 200,000 CF
<br /> \ -- -- PAVED SECONDARY ACCESS
<br /> PRELIMINARY WATER DEPTH=14 FEET _ I " -\\ -' AND GATE WITH KNOX BOX
<br /> OVERALL VAULT DEPTH= 16 FEET rriJi• r r LOCK FOR CITY OF EVERETT
<br /> NORTH WALL OF VAULT TO ACT AS '.q,P-z rp;rrrGRAPHIC SC ALE
<br /> RETAINING WALL i°' yGG�r rr //i / rf/fir/r/ rri/,/ ji / %,:g:MrfI i ,. i i %///i%& r 0,el// waivaii ramp 1 FIRE DEPT.
<br /> a✓�ica�i p psi% ,err:• , rr iy ; - I iimilii
<br /> l E
<br /> TREATMENT VAULT- TO BE SIZED DURING: n I I I I r r - ■ ■ SANFFARY SEWER
<br /> WATER QUALITY FILTER CARTRIDGE �: J _I I -may L nI LI `�I n-� � - v i (9 Beer)
<br /> 1 1L 1) I fT APPROf(.POINT q
<br /> +� 1 Inch 80 N.
<br /> >r I�_ „ I - CONNECTION
<br /> DESIGN • I - ---� , 1' (SCALE IS FOR 24"X36"SHEET SIZE)
<br /> I 8 INCH SA TARY \ 9\
<br /> PROPOSED DETENTION VAULT#2 - z i- ATGH--BASIN-(TXD) /r _ I,- 1 S WER MAI (TYP) , \ \\
<br /> BUILDINGS'C'AND'D'ROOF RUNOFF- i' - - -
<br /> NO TREATMENT REQUIRED i; I !r - --~T 1` ) \\
<br /> PRELIMINARY VOLUME= 100,000 CF ar -� I' a' N.
<br /> I \`4'' BUILDING DATA:
<br /> ar
<br /> PRFI IMINARY WATER DEPTH= 14 FEET ° I I I I ` I HYDRANT \\\\
<br /> C-
<br /> OVERALL VAULT DEPTH= 16 FEET 4, J--, I I/ dUILDI G4 C I I I ( I 't- BUILDING'A' 1st FLOOR=86,950 SF
<br /> WEST WALL OF VAULT TO ACT AS ai - I-
<br /> I I I (TYP) .1'I'�\
<br /> RETAINING WALL III\ "rrr / i t4\ BUILDING'B'1st FLOOR= 92,700 SF
<br /> Arai - I Ff.E. 3 .0' / _ .. \`` `�;.- ",
<br /> < is { DOME TIC,FIRE,ANC -4_, \ \
<br /> TarBUILDING'C' 1st FLOOR= 265,100 SF
<br /> (BNSF RAILROAD)WEST OUTFACE PIPE AS I 1,2RIG DON SERNCES(TYP) \PREVOUSLY DESGNED UNDER C32 1 // rc r 1 •
<br /> ' TOTAL BUILDING 1st FLOOR AREA= 444,750 SF
<br /> INTERAIR PROJECT. PIPE LENGTH AND / 1 r'r' / I I' I \\ • \\
<br /> ROUTING TO BE FIELD DETERMINED. / - I F-v--' \
<br /> •
<br /> / i '� \ .- • \ BUILDING'A' MEZZ. - 21,735 SF
<br /> r INCII DUCTILE IR I I
<br /> •
<br /> 1.-
<br /> • /' , HATER MAIN TT I I'' I - - �` \\--
<br /> oc'\ / / ! I BUILDING'B.MEZZ. = 23,175 SF
<br /> - , I ' ■ ,/ '■ -- !1' a
<br /> /r - �F APPROX.1 470: F BUNCH BUILDING'C'MEZZ =53,000 SF
<br /> DETENTION \ • r DUCTILE IKON ATER
<br /> - f- MAIN REPLACE TIN
<br /> PARKING \ \�` ' Tr _ - \ -'- L SOUND A1ff>\ TOTAL BUILDING MEZZ.AREA=97,910 SF
<br /> VAULT WALL = 352't \\� ��I I I I 1i 1 0 I
<br /> 1 SLOG C= 353.0' F l 1
<br /> / \ \ \ / r. ■ _ 1 I , I '.1 �WI l .w.a.,:'i I I 1 I,I .''''' <' TOTAL BUILDING AREA =542,660 SF
<br /> PRELIM ELEV /// \ \ ouo / ��\ (BUILDING HEIGHTS NOT TO EXCEED 30 FEET)
<br /> = 325't ' \ \ I I I I I I tt I \ \ Assuming developer installs this
<br /> / \-EXISTING GRADE 1 � - J l i l 11,1-��I I_n .� \`. main. We'll need to review and
<br /> -_ ___ �_ r- a approve Plans&Specs. FYI.
<br /> / - Comp Water Plan calls for
<br /> OF STEEP SLOPE(TYP) ' \ 4.-. 1 n II
<br /> 1 _ �i I I I 1 I !! o _ replacing the ex 6'CI pipe with LEGAL DESCRIPTION
<br /> • SECTION A �i% I I ,(�. ------•r -' -- I I - • new 8"DI pipe. However,this
<br /> `� LJ 1�11 } I •' i \ • replacement is not in the CIP THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF
<br /> /yam I - I _ l '+- .1� schedule. N SHIP 28 NORTH,RANGE 4 EAST W.M., IN
<br /> DETENTION PROPOSED DETENTION VAULT 9-7II FT • SNOHOMISH COUNTY WASHINGTON;
<br /> VAULT WALL PARKING I ClC .T -:-1.d" -- I I -1 I 'I \\ EXCEPT THAT PORTION DEED TO THE CITY OF EVERETT UNDER
<br /> = 357i BUILDINGS'A'AND'B'ROOF RUNOFF- Si -- i RECORDING NUMBERS 1872524 AND 8904180075;
<br /> BLDG C= 353.0' NO TREATMENT REQUIRED I - T
<br /> I r °
<br /> PRELIMINARY VOLUME= 165,000 CF - - FEETOET 01FR THE
<br /> SOU THWESTT QUH THAT ARTER OF THE CRTHOUS 330
<br /> - -- -
<br /> PRELIMINARY WATER DEPTH= 14 FEET QUARTER OF SECTION 3,TONNSHIP 28 NORTH, RANGE 4 EAST
<br /> PREUM ELEVOVERALL VAULT DEPTH= 16 FEET C I `� r ° W-M., IN AVENUE N COUNTY,WOF THE• THEREOF
<br /> NTED PLAT OF
<br /> EXISTING GRADE //// `- '- - "- - ' BRIDLE PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN
<br /> I€ RETAINING WALL as - I r�1AN.. TYP '
<br /> // ari _ c VOLUME 16 OF PLATS,PAGES)16 AND 17,RECORDS OF
<br /> I H-r-- SNOHOMISH COUNTY, WASHINGTON, AND LYING NORTHERLY OF
<br /> SECTION rrr - Ij I I -+-_I I/ 1 ,--- ( I - I I THE PLAT OF KENILWORTH HILLS NO. 1, ACCORDING TO THE
<br /> L 1 f PLAT THEREOF RECORDED IN VOLUME 45 OF PLATS,PAGE(S)
<br /> •
<br /> 138 AND 139,AS REVISED BY PLAT ALTERATION RECORDED IN
<br /> B
<br /> CONVEYANCE LINE Me I SANITARY SEWER VOLUME 50 OF PLATS, PACES 229 AND 230,RECORDS OF
<br /> • FOR ROOF RUNOFF I - - SNOHOMISH COUNTY, WASHINGTON.
<br /> Y DETENTION BLDG C= 353.0' / ' I --- ° ILI!LDIIN.ri-. '.. �-_,,. _ APPROX.ON OF
<br /> BUILDINGS B'AND'A'' POINT
<br /> VAULT WALL / / 1/ I ■ DU�Lb N A I CONNECTION WASHSITUATE INNTHE COUNTY OF SNOHOMISH, STATE OF I'�
<br /> PRELIM ELEV - - - - - ,- - / F.E 2 .0 `-=- j
<br /> I WASH NGTO
<br /> $ =325t I i /_-_ _ F.F.E. 424.a' 1� ,moo
<br /> .- __��' EXISTING GRADE \ t� ' _ — r--- -- - I I L 3 WATER QUALITY TREATMENT _ `��
<br /> r I I I I I ---- --__ I I I I I '��
<br /> \ \\\1\ `` t `� 7. '/ i ,_ I - I_ WATER MAIN T.MEDIA
<br /> R OUAUTY A BAYSAVER VAULT OR APPROVED EQUAL u .0.
<br /> r/ h ¢ APPROX Pq T OF CARTRIDGES. TREATMENT WILL BE PROVIDED BY FILTER -o Ha 8EC110 i C ( ( DDMDSDCt TT E, AND WILL BE DESIGNED.N
<br /> \ a = t CONNECTIONiiiE �tj
<br /> I
<br /> I IRRIGATION RVICES I N
<br /> RETAINING WALL -, L i� �I-= (TW_
<br /> HEIGHT TBD BLDG B PARKING - -N'-\'' \ -_ _ \ {I POWER POINT OF NOTES
<br /> =420'f_ _ \ \ \ \ I 1 I Ir CONNECTION
<br /> l DETENTION // I \\ \\ \1 1 \ �I / 1 1. DESIGN SHOWN IS CONCEPTUAL ONLY. MODIFICATIONS TO TFIE SIZE,LOCATION,
<br /> I. VAULT WALL RESERVE PARKING L t I \ 1 7- I _ - � __ __ I i' ANO QUANTITY OF UTIUTES WILL CHANGE DURING THE PLAN APPLICA710N PROCESS.
<br /> •
<br /> - 5e'} I ) I I I I I,rl l l l l till I I I I�I[Ili_ •LENSING GRADE - I S )'�- I I 2. SITE PLAN IS TESUBMI AND MODIFICATIONS BETWEEN THE PRE-APPLICAT ON
<br /> I1 i11l1 + , l SUBMITTAL AND PERMIT SUBMITTAL MAY OCCUR.
<br /> PRELIM ELEV Y 1 / r t/ 3. VAULT/1 AND VAULT#2 ARE DESIGNED TO ACCEPT CLEAN ROOF RUNOFF
<br /> - WATER. VAULT g3 AND VAULT#4 ARE DESIGNED TO ACCEPT PAVEMENT AND
<br /> =330± SECTION`Y CATCH BASIN (TYP) 8-INCH DUCTILE IRON • OTHER SITE SURFACE RUNOFF REQUIRING TREATMENT. DIMENSIONS VARY AND
<br /> 21
<br /> AUMW.STK. ' WATER MAIN(TYP) DURING FINAL DESIGN VAULT LAYOUTS MAY BE ALTERED.
<br /> PRELIMINARY SITE CROSS SECTIONS AM SP°'°""LOCATED0 FM
<br /> APPROXIMATELY s1.`or'¢es�nn 4. FUTURE WATER AND/OR COMBINED WATER AND SEWER
<br /> o EASEMENTS FOR CITY OF EVERETT PUBLIC WORKS WILL BE REWIRED. FINAL
<br /> 1. N.T.S. EASEMENT SHALL INCLUDE HYDRANTS AND WATER METERS.
<br /> No. Date By Revision Description Designed DVIssue Date. - VERI -AS CONSTRUCTION, INC. SOUNDVIEW BUSINESS CAMPUS
<br /> oreWo ey 0/09/15 DEVELOPER
<br /> „� �o \ 5900 36TH AVENUE W PRELIMINARY UTILITY PLAN C1.1
<br /> { Checked Bp Project No: 11900 SE Bth St. T(425)453-9501 L.B.G.-38, LLC EVERETT, WA 98205
<br /> ', TWD 50-411-001 Suite 345 F(425)453-8208
<br /> OWNER
<br /> • m Bellevue,WA 98004 mnv.Prcteno.con — -
<br /> a �
<br />
|