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17 ) i
<br /> I iI
<br /> I / J ,--PROPOSED DETENTION VAULT/3 CATCH -8"DUCTILE IRON 8"SANITARY ` BUILDING DATA
<br /> I / CONTRIBUTING AREA-LOWER PARKING AROUND BASIN WATER MAIN(TIP) SEWER MAIN(TYP) \ 1 _-y,
<br /> '✓ BUILDING C AND WEST RESERVE PARKING LOT (TYP) 1 BUILDING'A' 1st FLOOR=89,9
<br /> I j CONTRIBUTING AREA=UPPER PARKING AND \� `{ APPROX.470 LF
<br /> FUTURE WATER AND/OR COMBINED I 8-INCH DUCTILE BUILDING'B'1st FLOOR= 9.9
<br /> DRIVEWAYS AROUND BUILDINGS A AND B • IRON WATER MAIN
<br /> APPROXIMATE VOL M 7 259,450 CFD f EASEMENTS FOR WATER AND SEVER
<br /> OF EVERETT I IRON WATER
<br /> • REPLACEMENT IN
<br /> 3.
<br /> APPROXIMATE VOLUME- 259,450 P PUBLIC WORKS(TYP). / BUILDING'C'1st FLOOR= 261
<br /> I 1 APPROXIMATE WO VOLUME(POST-DET�ITION) = BUILDING �C� I ` SOUND AVE
<br /> JI r- 0.1358 CFS 265,100 S.F. FINAL EASEMENT TO INCLUDE I
<br /> NORTH AND WEST WALLS OF VAULT TO ACT AS HYDRANTS AND WATER METERS / �r
<br /> FIRE HYDRANT % / F.F.E. 344.0 I TOTAL BUILDING 1st FLOOR Ar
<br /> RETAINING WALL- I 1
<br /> (Ty?) PARKING - 501 DOMEST C,FIRE,AND
<br /> it IRRIGATION SERVICES(TYP) I ;� I j (f) BUILDING'A'MEZZ.-19,200!
<br /> 5 I C.
<br /> BUILDING'B'MEZZ.= 30.600
<br /> I ,3 Imo"v , Imo— �p. I) i 1 I Z BUILDING'C'MEZZ.:53.000
<br /> T I __ �� I // Q Asssuming
<br /> I - I ' I ' I I developer installs
<br /> I .II I I
<br /> I f (f/ G this main.We'll need
<br /> I tI �� �\ - )I 1 1 I � ) I to review TOTAL BUILDING MEZ2.AREA
<br /> r M M M y M M M M M �� �JJ JJII j I I I deVBlOpef$plans. TOTAL BUILDING AREA= 551
<br /> ' N. I I I_ //J I (BUILDING HEIGHTS NOT TO E
<br /> I her j
<br /> f
<br /> (BNSF RAILROAD)PREVIOUSLY
<br /> WEST OUTFACE PIPE -1 I 11, I..,,_. �' r .. .�- 'r':._..,._../..:"{1 /_...11 / ,L- LEGAL DESCRIP
<br /> PREVIOU51_Y DESIGNED UNDER C32-1 i , -
<br /> INTERAIR PROJECT. PIPE LENGTH AND `J,\
<br /> ROUTING TO BE FIELD DETERMINED. `: �j I THE SOUTHEAST QUARTER 0
<br /> 1 ! �/////// ` I SECTION 3.TOWNSHIP 28 NI
<br /> PROPOSED DETENTION OF
<br /> VAULT/4 Do you really want I w` 4 ---_ ' THE O UTH COUNTY RTERWASH 0
<br /> CONTRIBUTING AREA 505 OF BUILDING C di connect 2 Ir
<br /> / M-t-3' ' X16'D TTHATPO� ` Frfl ViaFEET: 9 L QUART W.M..!1rBTEft \\/ F t VOLUME A , PLATS,PAG
<br /> MAIN(TYP) • ii/: F.F.E. 424.0' _
<br /> SNOHOMISH COUNTY.WASHI
<br /> SANITARY SEWER-� Ar' i C� /a I', C PARKING - 250 + RESERVE 1 '/ SNOHO ISHECOUNTY,F WI
<br /> PROPOSED DETENTION VAULT y6 LIFT STATION n`�1 ( 3�i� �� 3 �1 DOMESTIC,FlRE,AND ME PLAT OF
<br /> CONTRIBUTING AREA=LOT 5 BUILDING �J �� IRRIGATION SERVICES 1 138PLAT
<br /> AND 139,AS REVISED
<br /> AND PARKING AREA 1 - VOLUME 1 . PLATS,RECORDED I
<br /> APPROXIMATE SIZE= 80'UC22'WX76 F ( -��_ i4 I I € _ VOLUME SNOHOMISH COUNTY,WASH
<br /> APPROXIMATE VOLUME 28,200 CF / I I I 1 '
<br /> APPROXIMATE WO VOLUME L�_ % I I I I I I 11 r sib f ,oc..o SITUATE IN THE COUNTY 0
<br /> (POST-DETENTION)= 0.015 CFS I %1 I 1..�� V I i I I I 11 1 '-Ei I,. - This connects to WASHINGTON.
<br /> WEST WALL OF VAULT TO ACT AS 1 l `�
<br /> YZone
<br /> RETAINING WALL. l �. / i/5: _
<br /> r DOMESTIC,FlRE.ANO O - I
<br /> .e IRRIGATION SERVICES ■ I' r a _ ___. -_ _- _-: _ _-- -_.—�- R QUALM
<br /> Industry Pres
<br /> Elev670 WATER=' I - r-^--1' 1 _ PIPE(TYP) _ ' 11111 _ 1. WATER QUALITY TREAT
<br /> 1 1 I 1-42 2 2 MEDIA CARTRIDGES. ABA
<br /> I I t I hI.�j' I J!■ -.IIsI -. WILL BE DESIGNED.
<br /> 3 s I e -*. - "SANITARY SEWER APPRCXIMA'
<br /> 3-STORY BUILDING INCLUDING -�_II I ! I en _ 72�SANITARY ,1 --�' •r -�
<br /> DAY-LIGHT BASEMENT. FIRST-_r _ ■ I ii.IH ' ,SEWER MAIN(TYP) I,.I
<br /> FLOOR ELEVATION-340. ■ 1 i PROPOSED DETENTION VAULT g5 I. WATER MAIN APPROXIMA NOTES
<br /> �) BUILDING 'A 91 D Pa.T of c• ECTI.
<br /> y s I CONTRIBUTING AREA=BUILDINGS A AND B /�
<br /> I i ( �'' APPROXIMATE SIZE-36TLX22'WX76'D 89,900 S.F. .� C
<br /> g I I l APPROXIMATE VOLUME-129,200 OF F,F.E, 1. DESIGN SHOWN IS COI
<br /> BI ; `1 NO W0 TREATMENT REQUIRED �..�-.. ,�, i.il mC THE SIZE,LOCATION.AND
<br /> s 12'SANITARY , I - NORTH AND WEST WALLS OF VAULT TO ARKIN 221 Fry I I�'I C WATER AND RAN /OR COMBINED DURING THE PLAN APPUC
<br /> N I
<br /> SEWER MAN(IRON / 4 ACT AS RETAINING WALL �/ L--1 -
<br /> _ I�i 5 `�;• - /I�� �} EASEMENTS FOR DY?OF EVF�ZETT 2 SITE PLAN IS CONCEF
<br /> iT Ci �3�,ty 1,1 PUBLIC WORKS(TYP). THE PRE-APPLICATION SI
<br /> 12"DUCTILE IRON • �y'� \,` •��A�__ •
<br /> )� FINAL EASEMENT TO INCLUDE OCCUR.
<br /> " �V - HYDRANTS AND WATER METERS
<br /> E I WATER MAIN(TYP) 1 `- W W -- i W W i W W 3 VAULT/2.VAULT/4
<br /> \` ■� ■� I-
<br /> ACCEPT CLEAN RUI
<br /> -- -J POWER POINT OF #3 ARE DESIGNED TO AC
<br /> `- - _ _ -- _- -- -- _-:= CONNECTION ANDFDURING ROOF RUI
<br /> :—r
<br /> FIRE nt TrW) 12"STORM DRAIN 12"DUCTILE IRONTYP) CATCH 3ASIN IF
<br /> ( ) -...--
<br /> t o you really want ESIC
<br /> , to connect 2 9different pressure 12"really necessary hher?If so,whereI C zones? Isoes 12"end and 8"begin?
<br /> ,Il No. Date By Revision Description I Designed By, Issue Date VERITAS DEVELOPMENT, INC. SOUNDVIEW TECHNOLOGY CENTER
<br /> >I Drawn*: ,,', ,,,' - , 1 22819 WOODWAY PARK ROAD 36TH AVENUE W PRELIMINAR'
<br /> �d�/sM�
<br /> o WA
<br /> II Crocked Praj.d►,m 114005E8th% T(425)453-9501 WOODWAY, WA 98020 EVERETT,
<br /> 3I J N/JVIT 50-411-001 Ade 345 F(425)453-8208
<br /> Bellevue,WA 98004 rrwx.Prdw o.m+-
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