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SECTION 3, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. LL
<br /> SANITARY SEWER PROPOSED DETENTION VAULT/1 p 4p 80 isp
<br /> mmi
<br /> PGOAREAO DETENTION VAULT/12 APPROXIMATE POINT CONTRIBUTNG AREA=UPPER PARKING AND
<br /> CONTRIBUTING AREA= 4 (22DMG C OF CONNECTION DRIVEWAYS AROUND BUILDINGS A AND B Water main needs 5'off one side
<br /> APPROXIMATE SIZE-134'LX27WX76'D APPROXIMATE SIZE= 4371X22'WX16'0 and 10'off the other to provide room Sp, .
<br /> APPROXIMATE -eo FEET
<br /> VOLUME= 4 CF APPROXIMATE VOLUME= 153,850 CF
<br /> REQUIRED for future replacement without
<br /> NO WQ TREATMENT REQUIRED APPROXIMATE WQ VOLUME(POST-DE(POST-DETENTION) shutting off service.
<br /> NORTH WALL OF VAULT TO ACT AS _ 0.1101 CFS
<br /> RETAINING WALL. NORTH WALL OF VAULT TO ACT AS RETAININ' WAL
<br /> ��/ \� ``\ \ Wg ER MA This connects to
<br /> ( /( \ II r. C1Y TIE ~�� \ Bridle Park
<br /> Elev P464'
<br /> res
<br /> \ \ I N
<br /> ir,/45i;f_/,.;�64ii//ry/Y,''012,, '/...%/i; '6i '',:/.�f i�%✓fr.,;ii14* I I I a<vsi.'a,a,,,! ,m01. i', � ,5--r-/&/7%%rl%I?,'.s'_ \ POIAPPNT
<br /> II
<br /> // ij1 Il. I .. _ _ _ CONNECTION
<br /> ! I PROPOSED DETENTION VAULT/3 LCATCH I 8-DUCTILE IRON 8-SANITARY BUILDING DATA
<br /> CONTRIBUTING AREA LOVER PARKING AROUND BASIN WATER MAIN (T?) -
<br /> SEWER MAIN(TYP) \ I 1\
<br /> BUILDING C AND WEST RESERVE PARKING LOT (TYP) 1 BU;LDING'A'1st FLOOR=89,900sf
<br /> j \ -_'r CONTRIBUTING AREA=UPPER PARKING AND i i APPROX.470 LF
<br /> DRIVEWAYS AROUND BUILDINGS A AND B FUTURE WATR AND/OR COMBINED I I \ 8-INCH DUCTILE BUILDING B'1st FLOOR= 93.600sf
<br /> APPROXIMATE SIZE=73YLX22'WX16'O / WATER AND SEWER r j II IRON WATER MAIN
<br /> APPROXIMATE VOLUME= 259,450 Cr EASEMENTS FOR CITY OF EV-_'RET7 J REPLACEMENT IN BUILDING'C 1st FLOOR= 265,100sf
<br /> y I APPROXIMATE WO VOLUME(POST-DETENTION)= BUILDING �C� PUBLIC WORKS(7YP). I j SOUND AVE
<br /> I JJJj 0.1358 CFS 265,1C0 S.F. FINAL EASEMENT TO INCLUD'c
<br /> f NORTH AND A WALLS OF VAULT 0 ACT AS HYDRANTS AND WATER METERS I I } r
<br /> FRE HYDRANT // RETAINING WALL. F.F.E. 344.0' I
<br /> (TW) PARKING - 501 DOMEST'.C,FIRE, AND j / TOTAL BUILDING 1st FLOOR AREA=448,600sf
<br /> (I �--� , IRRIGATION SERVICES(TYP) I
<br /> II / BUILDING'A'MEZZ.- 19,200sf
<br /> ( / I �G BUILDING'B'MEZZ.= 30,600sf
<br /> I( ! - 1 I I 1J / Z BUILDING'CI MEZZ.=53,000sf
<br /> I I ! I' I � t�-1 � .71
<br /> I /; Q Asssuming
<br /> 1;
<br /> l t - I � I developer installs
<br /> j ■ II f I ' this main.We'll need
<br /> ( 'I i// °• \� - j I I I I j! /;j to review TOTAL BUILDING MEZZ. AREA= 102.800sf
<br /> '� �--M M M M M M ;A M q�_-_J) ; I I j �I developer's plans. TOTAL BUILDING AREA= 551,400sf����� ���� 11 _1 /I (BU!IDING HEIGHTS NOT TO EXCEED 30 FEET)
<br /> i li - , . . . . .
<br /> A' g
<br /> (BASF RAILROAD)'NEST D UND PIPE AS I ®A /
<br /> PREVIOUSLY DESIGNED UNDER MINED
<br /> INTERAIR PROJECT. PIPE LENGTH AND I I _ 1 -__
<br /> LEGAL DESCRIPTION,
<br /> ROUTING 70 BE FIELD DETERMINED - _� I 4 EAST W M
<br /> //�� i
<br /> PROPOSED DETENTION 132''L VAULT/4 i c�iia. SNO.IOMISH COUNTY S
<br /> OF
<br /> Do you really want __ _._____I__ _.____ ___�_ ,
<br /> THE SOUTHEAST OF THE NORTHWESTQUARTER IN
<br /> SECTION TOW QUARTER NORTH.RANGE
<br /> CONTRIBUTING AREA=50S OF BUILDING C different
<br /> p 2 � ! M - _ M M M ,_
<br /> APPROXIMATE SIZE = 132'LX22'WXt6'D J. I w �� - - - -1\\` .� EXCEPT THAT PORTION DEED TO THE CITY OF EVERETT UNDER
<br /> APPROXIMATE VOLUME=TO ACT Cr different pressure �- ;�u. _ _ _ L{{ _ ` RECORDING NUMBERS DEED 4 AND 8904180075;
<br /> NO WO TREATMENT REQUIRED I = , I w 1 �� • \
<br /> j zones? i I v
<br /> SOUTHWEST WALL OF VAULT NIACT AS �' �.As a♦ ,1 \Iv TOGETHER VATH THAT PORTION,IF ANY,OF THE NORTH 330
<br /> RETAINING WALL ' '-�' FEET OF THE SOUTHWEST QUARTER OF THE NORTHEAST
<br /> '\ CATCH BASIN
<br /> I •
<br /> I' 13: V LB• DUCTILE IRON 1z-STORM DRAIN ( } \' QUARTER OF SECTION 3, TOWNSHIP 28 NORTH,RANGE 4 EAS OF
<br /> T
<br /> k ;,
<br /> I , I I 1; WATER MAIN(TYP) PIPE(TYP) - W.M.,IN SNOHOM SH COUNTY.WASHIN�'MONUMEN DS PLAT TERLYOF
<br /> I
<br /> 8-SANITARY _ I r BUILDING �B� I ` SOUND AVENUE AND WESTERLY OF THE
<br /> BRIDLE PARK,ACCORDING TO THE PLAT THEREOF RECORDED IN
<br /> SEWER
<br /> FORCE
<br /> an 93,600 S.F. \� ` VOLUME 16 OF PATS.PAGE(S)16 AND 17,RECORDS OF
<br /> ' F.F.E. 424.0' \ VOLUME 16 COUNTY,, 16 AND LYING,R NORTHERLYOFOF
<br /> \s I -I , THE PLAT OF KENILWORTH HILLS NO.1,ACCORDING TO THE
<br /> PROPOSED DETENTIONADPARKING VAULT AREA#6 SANITARY SEWER __ 1 - I _ PARKING - 250 + RESERVE 1 PLAT THEREOF RECORDED IN VOLUME 45 OF PLATS,PAGE(S)
<br /> CONTRIBUTING AREA=LOT 5 2'831NG LIFT STATION I. I 3gyi i DOMESTIC,FRE, AND 9
<br /> AND �� I, i I ".I IRRIGATION SERVCES .� I ' 138 AND 139,AS REVISED BY PLAT ALTERATION RECORDED IN
<br /> APPROXIMATE SIZE BCLX22'WX16'D - 50 OF PLATS,PAGES 229 AND 230.RECORDS OF
<br /> �� II { VOLUMEISH COUNTY,WASHINGTON.
<br /> APPROXIMATE VOLUME 28.200 CF I � I I ' I I I 11
<br /> APPROXIMATE WQ VOLUME _till.*fi I SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF
<br /> (POST-DETENTION)= 0.015 CFS ii L_—J I '� I i I I I- I l i I r=--� co
<br /> ' r I , �, "' .' This connects to WASHINGTON.
<br /> - WEST WALL OF VAULT TO ACT AS I
<br /> n RETAINING WALL. ... �� /•1 / - [ Elev- UALJ 1 1 'TREATMENT
<br /> I Pres Zone
<br /> I DOMESTIC,FIRE, AND �� I-I Industry WATER Q
<br /> .o I
<br /> IRRIGATION SERVICES y. 1Im� / / i - _. __ __ - _. ___ -_____._--,
<br /> Inu
<br /> _ .;r 1. M -==
<br /> (�) we // I .P ail``' M L}2-STO°u D9G111_ M may _ M M �_' b
<br /> �� / l I = u� - _��.,—u7 f 1. WATER QUALITY TREATMENT'ML_BE PROVIDED BY FILTER
<br /> r� I i.e I /I -� 42 °I°-( ) 2"—�. 2• A7 R, IIhI MEDIA CARTRIDGES. A BAYSAVER VAULT OR APPROVED EQUAL
<br /> IIIII I IIIII F 1.: WILL BE DESIGNED.
<br /> P IIae I I 3 J7.y - SAN TARY S WER APPRCX:MA
<br /> 3-STORY BUILDING INCLUDING ) �� • (-12-SANITARY vry' I 4 �•si DAY-LIGHT BASEMENT. FIRST . -wI !I ; :74‘ ,SEWER MAIN(TYP) I WATER MAIN APPROXIMATE
<br /> FLOOR ELEVATION 340.RST ■ -I - 1: T PROPOSED DELNTION VAULT ps BUILDING -A ' .-i/� PQ''OF CON EC?•
<br /> 1� ' CONTRIBUTING AREA=BUILDINGS A AND B / ;- I I D NOTES
<br /> °T 11 �, APPROXMATE SIZE 36TLX22'WX76"D 89,900 S.F. ,
<br /> 4 I I III�'I - APPROXIMATE VOLUME= 129.200 CF F.F.E. / - ��: 1. DESIGN SHOWN IS CONCEPTUAL ONLY. MODIFlCAPONS TO
<br /> I � ��-�^ I THE SIZE.LOCATION,AND QUANTITY OF UTILITIES WILL CHANGE
<br /> 6 I / 1• \\�\ _- t NO WQ TREATMENT REQUIRED WI L PUBU R,R AND/OR COMBINED DURING THE P �PUCATION SUBMITTAL PROCESS. MIT SUBMITTAL MAY
<br /> 12-AI NI7ARv - NORTH AND WEST WALLS OF VAULT TO I c FUTURE WATER AND PLAN
<br /> s I I. ACT AS RETAINING WALL ARKIk�C,�.221 y yl I j' C WATER AND SEVER SEWER MAIN(TYP) / I •\ ��1 �_,• 1 sr)I I/) EASEMENTS FOR CITY OF EVERETT
<br /> L- rVir
<br /> 4�= L C KS( ) 2. SITE PLAN IS CONCEPTUAL AND MOD PERMIT
<br /> BETWEEN
<br /> ' I 1--- J _ THE PRE ON
<br /> 12-DUCTILE IRON ��) FINAL EASEMENT TO INCLUDE OCCUR.
<br /> „lei-
<br /> � )\\' W ,W W W, W W HYDRANTS AND WATER MESS
<br /> ' WATER MAIN(TIP} . `_ __q.-- J y AND VAULT ARE DESIGNED T
<br /> d: �. \`\ I y_- _.. ACCEPT
<br /> LT/2.VAULT R "F WATER. GNED 0
<br /> 3' AND VAULT
<br /> AC P CLEAN ROOF RUNOFF TER Y1
<br /> 7- J POWER POINT OF p3 ARE DESIGNED 70 ACCEPT PAVEMENT AND OTHER SITE
<br /> �� CONNECTION SURFACE RUNOFF REWIRING TREATMENT. DIMENSIONS VAR
<br /> �L FIRE HYDRANT l-,2•g7ORM pRAIN 12-DUCT�LE IRON AND DURING FINAL DESIGN VAULTS MAY BE RESIZED.
<br /> �\I D��/ }IJ 6 '�) CATCH Bg s PIPE(TYP) WATER MAIN(TYP}
<br /> A,f'C/ i '1 /R Do you really want (M)
<br /> r' to connect 2
<br /> S� e (� `� different pressure Is 12"really necessary her?If so,where
<br /> 3 (� Loes 12"end and 8"begin?
<br /> zones.
<br /> g Date By BrAsionDeflorPton I Declined By, lime o VERITAS DEVELOPMENT, INC. SOUNDVIEW TECHNOLOGY CENTER
<br /> Drawn Br 01�t8n6 L.-AM
<br /> , 22819 WOODWAY PARK ROAD 36TH AVENUE W PRELIMINARY UTILITY PLAN C1.1
<br /> JJV/SMH - � EVERETT, WA
<br /> s Checked g,: Reject No: T(425)45}9501 WOODWAY, WA 98020 s' 11400 SE Bfh St F(425)453-8208
<br /> ec JJV/ 50-411-001 Suite 345 xww.Prdu+p.ca+ __..
<br /> f- Bellevue,WA 98004
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