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A ® B • C ® D • E ® F 0 G 0 H
<br /> SIZED TO FIT
<br /> SDMH 19 OUTER DIAMETER
<br /> STA. "E1" 33+35.01, 3.50' LT. C-603 CITY OF EVERETT
<br /> RIM=57.95 STANDARD DRAWING #607
<br /> 24" DIA. FRAME AND COVER 9"x1" 12 GA.
<br /> SDMH 201
<br /> STRIPS TACK
<br /> „ BOLT-DOWN, WATERTIGHT ° GALV.
<br /> STA. E1 33+11.51, 3.50' RT. C--603 2 PLACES 12ii . °. °,� WELD TO WIRE MESH
<br /> i RIM=58.15
<br /> .r..•••...•.r..•.,......••r••••..•.••....••a...•.•.•,,. .••....••....•...•...•.. ...•.• .. ... .a ..r... ...........a.rrr.... ..... .......a•......rr.r.,rr.r.•...a.......rrr.......r..•..••..••.....,.•....•... ATCH�•"BASIN•• METER BOX ASPHALT PAVED
<br /> '0,,'' 0.5%0.5" 12 GA.
<br /> FINISHED CIT1�••OF•EV RETE' 1YPE Il SURFACE 4/1'4' GALV. WIRE MESH
<br /> GROUND .... DRAWING..#'07, ri'P. itiL
<br /> SOLID 12 GA. TACK
<br /> ""' BOTTOM PLATE TO BOTTOM PLATE 40
<br /> "" "" "" ADD RISER AS
<br /> .. ..... : •.•I•. ... . ,...•................. NEEDED TO MATCH STAND PIPE SCREEN
<br /> • . .................•
<br /> i-VA1,1• .CEILII\iG.... ..... ... EXIST i.48"•ST =EL .... .... FINAL GRADE Hi'4411111111ir,,.,. IPIPIIIIIh4
<br /> i. NOTE:
<br /> .: • �;, 1 ATTACH SCREEN TO 4"
<br /> - :QO ? ` ,� ADD RISER AS.:2(�::1...�`. EL • .. .. .. vVATEf�PI PE .... �" •r�►
<br /> ii .... r __._.- lE '47`:00 a » © 4' 24" DIA. ACCESS .. ' � �• ;
<br /> a NEEDED TO MATCH PVC W/ (6) 1/2"
<br /> ...1$....DIA,. _ •LF'24•� ���, •• USE
<br /> .••0•••.p:5%.. .. .. •..•. ...0 ••.•1•:•65x- .,,�. ©... HOLES .�:..•.
<br /> 1 FINAL GRADE STAINLESS SCREWS O
<br /> CR QST
<br /> � !�g;� elk :�'''''••••...t...,...
<br /> STAINLESS STEEL PIPE
<br /> .. ........ .PERMANENT••P00 50:00. ..
<br /> •.--• '• • 18" DIA. INLET PIPE4 �''''"• CLAMP.
<br /> STAGE :50.61 .. ........ •... .• •• •• •..... .••• ••••
<br /> • .... •• IE 50.61 B,, "...... ....... ,.r• ............... .... ........................ ..........................,...... ......1".. ... •.... 02 AFTER ASSEMBLY
<br /> IE �I,�}.. -f�1�E'-�'�'F..A`rMEN' --- "�' � :� I ! ,• F 2
<br /> •.54:,69.. .• , ......... .• •• . .. .... :.4 k GALVANIZE ENTIRE STAND
<br /> VAULT .�. Ai. .... •••.. ..•. I •
<br /> ... Q. $e .... • IE..51:'28 4 SCH 40 PVC 1 9 4, Air."'
<br /> I :1 4 DIA. STAND PIPE PIPE SCREEN BEFORE
<br /> THIS.. ;SHEET) .... . fE"50:61'" STAND PIPE I i
<br /> I • ••a IN METER BOX INSTALLATION.
<br /> 4 SUMPI I,ti ' 4•
<br /> . . .... EL. CIET ..�_ 35:''1..F""1$"k`�A.. .... .... 18" CRUSHED SURFACING ti '' , ••a•
<br /> (SEE• dETAIL q,• 'a �•;� ;y.
<br /> ."r.........r. .r • ..•• •••• • THIS".SHEET BASE COURSE (SEE ''''''' : . ,.
<br /> ��//�' .. . .... • _ , �+'� ��..... ; - .... ....• : GENERAL NOTE N0. 10 '�'`� �•r, , .•.
<br /> •..••,. ..�./•..•r..••.•.•.i•.�••.....,r••..••..•.,••••,.•.rr•.•.•.•.•,..•r•:•...• • Q.�.1.....••,•,•.r,:••.,. •....••..••....,. ,......•..•.,•...:......•,..•r....,,...rr....r.•.,..,...•••....•...a..,:•.•....,...,.•r..rr•a.............ra..r•..•....•...u..,:,r,.r,.,r••,•...u.•,.•....•. 1,' . .•rype .r• •' ,.,•'
<br /> •••0„
<br /> r
<br /> _ j O .g 8% •_•r •. ��. ON DRAWING 0-609) ® •:, ' '
<br /> .. �,,, ,,,. '{'�lei•ei 4ti .. .. •
<br /> � •
<br /> 't,•,...0.'
<br /> >: •'4'' •
<br /> ►s '•� a'
<br /> •
<br /> •
<br /> 1:.
<br /> .,,,, . ... . 7 .
<br /> 1E OUT .kr,
<br /> 1 g....0"USHED. 44:58 r;*�.,.:,• • ( 1
<br /> ;:e;•�":s:�'t -• SURFAICING .,
<br /> • •••� .. F �OOR.•.EL,..43.00 0"
<br /> : BASE• OURSE • `_
<br /> .•.....•..•... ..... ..,•..•.....•.•.."•....•..• .•.r...."•..••..•....••.,..•.:•.••......r.........•......•r•......••..r.•..u,r..•.,r•.••.....,....••....r•r.•..•..a...•..................•••••r,....•.......•r..•,..•rr....•. - V 18" 4" • /
<br /> ' , ` I
<br /> ...........•...r.............:a.a............................................. .•. ..(.SEE �EIVERAt �� �- DIA. OUTLET PIPE •
<br /> NOTE NO. 10 ON O' IE 44.50 • ►•.•:
<br /> DRAWING C-609) ., - •, _, . ,-,,- ,--!
<br /> Mk PRE- TREATMENT VAULT ELEVATION AND CONNECTION DETAIL
<br /> 3
<br /> C-610 N.T.S.
<br /> PLAN
<br /> 2 PRE--TREATMENT VAULT
<br /> STEEL METER BOX
<br /> -61. N.T.S. SM 30. OLYMPIC FOUNDRY
<br /> W i --1,-, F4,,, iL), x
<br /> 2" PUMP4�' 0
<br /> STA. E1 33+10 QUICK CONNECT HOSE
<br /> STA. E1 33+38 , ••
<br /> ADAPTER WITH CAP, '_•' '
<br /> 4.50 RT LADDER 4.50 RT HOMELITE OR EQUAL �' .4
<br /> DRAINAGE NOTES ., . ..• :, '..
<br /> /-- PRECAST °• • a b
<br /> i► 0 CONCRETE • , ' •• • • • • •
<br /> ' ' ' J
<br /> CONFORM
<br /> MATERIALS S HALL C N R
<br /> VAULT A. ALL WORK AND
<br /> TO CITY OF EVERETT STANDARDS AND/OR • •'"
<br /> •a
<br /> WSDOT/APWA STANDARD SPECIFICATIONS AS :•' I
<br /> APPLICABLE.
<br /> ...
<br /> APPLICABLE. 4
<br /> BAFFLE WALL
<br /> V'
<br /> ----\
<br /> NORTH INLET PIPE R OUTLET PIPE B. NO PART OF THE DRAINAGE SYSTEM SHALL BE "
<br /> ''" SUMP COVERED, CONCEALED OR PUT INTO USE 3
<br /> ,�,. a' -I STAND PIPE SCREEN SEE DETAIL
<br /> V i /i .�
<br /> 6 ®). 4 -0 �, �-► UNTIL IT HAS BEEN TESTED, INSPECTED AND
<br /> �i �''' ACCEPTED BY THE CITY (425) 257-8810. :•,• :, 1 ... _.
<br /> .. 1-- 6 --0 C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES •❖.•.
<br /> 3 '' °' HAVE BEEN OBTAINED FROM AVAILABLE 4" SCH 40 •••'• •• ::::::'s .• •
<br /> LADDER o t ► '. '
<br /> To" Al RECORDS AND ARE SHOWN FOR PVC STAND j ---I- 4, , . .,
<br /> �- CONVENIENCE. THE CONTRACTOR SHALL BE PIPE :':, •••
<br /> RESPONSIBLE FOR VERIFICATION OF LOCATIONS
<br /> ••:4 2 a:':
<br /> 8 i , AND TO AVO I D- DAMAGE TO ANY ADDITIONAL , ;
<br /> UTILITIES NOT SHOWN. IF CONFLICTS WITH ..•
<br /> •
<br /> �' EXISTING UTILITIES ARISE DURING '• `a ' ` �� :• ' �4' : ••.4 '•• . Q' '
<br /> CO STA. "E1" 33+10 CONSTRUCTION, THE CONTRACTOR SHALL ".;.:°• '' . • •'
<br /> STA. E1 33+38
<br /> 4.50 LT 28 -0" 4.50 LT NOTIFY THE ENGINEER AND ANY CHANGES
<br /> N REQUIRED SHALL BE APPROVED BY THE
<br /> ENGINEER PRIOR TO COMMENCEMENT OF ELEVATION 5
<br /> RELATED CONSTRUCTION ON THE PROJECT.
<br /> n
<br /> D. ALL STORM DRAIN WORK MUST BE STAKED BY 1 SUMP WITH RISER PIPE
<br /> SURVEY FOR LINE AND GRADE PRIOR TO � �y 4,,� � � � �; � ,az °+�
<br /> PRE—TREATMENT VAULT PLAN c- 10 NTS
<br /> ' ', •, c,4' STARTING CONSTRUCTION. x y,
<br /> 0
<br /> C-610
<br /> N.T.S.
<br /> a
<br /> i E. MANHOLE COVER TO BE MARKED "DRAIN" I /N
<br /> . ----1---
<br /> 3 INCH RAISED LETTERS. -----�- �� Y
<br /> DATE
<br /> o - Designed By: ®r'�
<br /> Scale: Drawing No.:
<br /> MARCH15, 2007
<br /> BID DOCUMENTSr MUTER RAIL
<br /> o YI SOUNDER COM
<br /> i JWY tido ,As�•9,�,; fZGi� AS NOTED
<br /> '�''�, r�G' 1%ICA Filename: EVERETT STATION
<br /> Drawn By �,�
<br /> �: • , INCA ENGINEERS INC. - 2
<br /> JWY .•ti � :, C 609_C-610.D1NG PHASE
<br /> 400 112th Avenue NE ►.A.
<br /> Checked : 1 1 Bellevue, WA 98004 Contract No.: EVERETT,WASHINGTON Sheet No.: Rev.:
<br /> 1.133 425 635--1000 ®T� 5��
<br /> VorsirttO C � �� RTA CP 21--06oMYI / CONCRETE PRE --TREATMENT VAULT
<br /> IONALApproved: Date: Date: 43
<br /> ,� Approved By: Submitted. Date: pp
<br /> c
<br /> M No. Date B Chk. A''. Revisions MYW EXPIRES: 09/09/2007 8-23--02
<br />
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