|
i
<br /> PORTION OF SEC . TWN . 2 N . R E . E . W. M . . � �- � .
<br /> s 9 � 05 .
<br /> , , : .
<br /> �. ��� I�4 I I � .
<br /> CITY OF EVERETT SNOHOMISH COUNTY WASHINGTON . • -
<br /> � � .
<br /> . �---- - 16.92' [203.00") - ----------�; TACOMA • SEATTLE • SPOKANE • TRI-CITIES
<br /> ;
<br /> � ��C��-� 20 00° 16.00' 192.00 � �
<br /> INLET, 4s12.00" OBROUND OPENING ' -, _ _.._._._---- [ ] ----__-- ------ --------j ! � � . _ . . _
<br /> FOR 4�8.00" CPEP, -�'12.00" � I � r �- - , - - . •
<br /> 2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br /> �E: 11.73'. -- , ' i 253.383.2422 TE� 253.383.2572 F,vc www.ahbl.com wEa
<br /> ` i � TOP SLAB NOT SHOWN FOR CLARITY. NorEs:
<br /> ' � '�� � � ACCESS COVER AND HATCH SHOWN IN PHANTOM. �. �EsicN LOADINGS:
<br /> Proiect Title:
<br /> � � 612-2-CPS �IL WATER SEPARATOR
<br /> j - -- -- - A. AASHTO HS-20-44 W/ IMPACT.
<br /> B. DESIGN FILL: 1' MAXIMUM. �' '
<br /> I -------------------- .
<br /> __ -
<br /> _ .. ,
<br /> I - C. ASSUMED WATER TAB�E = 3' BELOW Project Plate Area = 1,776 Sq/ft � .
<br /> � � o 0 0 0 �
<br /> c�°E. Maximum Process Flow = 830 GPM G LAC I E R
<br /> j j 3X INLET/BYPASS ASSEMBLY, D. DRY LATERAL EARTH PRESSURE (EFP)
<br /> � - 45 Pc�. PEAK AT
<br /> 9 08� ; SK-0574 WITH O O O O � E. LATERAL LIVE LOAD SURCHARGE = 80
<br /> 109.00" � SK-0575-1.5 EXTENSION. , � ; O O O � �"`�� PSF (APPUED TO 8' BELOW G�DE).
<br /> � � ! j�� _ � �� F. NO LATERAL SURCHARGE FROM
<br /> ' - � ' ADJACENT BUILDINGS, WALLS, PIERS. RIVE RS I D E
<br /> � �
<br /> s
<br /> i i ' � � O O O "�\`�\ � OR FOUNDATIONS.
<br /> . 8.17' i� ��,�� ,� v�.� �� � � i,� �-� �
<br /> i �98.00'�� , � ` „ i ; O O O � ���'���� ��� WADOE GULD 2• CONCRETE 28 DAY COMPRESSIVE STRENGTH � ,�J � �
<br /> SNALL BE 5,000 PSI MINIMUM. TOP SECTION �� � �
<br /> : \__- �� �=-OUTLET HOOD, TM � � '• • � � '� � � �� 1 Glient:
<br /> ' :\ o 0 o PerkFiiter Vault - 8 X 16 No.612-CPS-T �� � �
<br /> ' ���-= SK-0871. 3. STEEL REINFORCEMENT: REBAR, ASTM �'� � i �'.��
<br /> 'i A O O O O I A TlBatlll2tlt FIOW R8t2: A-615 OR A-706, GRADE 60. s,sio ibs. � � � � � L` ���� PANATTONI
<br /> ��
<br /> �$.���� Cartridges 29 Each Suitoble For H-20 Wheel Lood In Otf-Street � ��\ �« .
<br /> � /; 4. CEMENT: ASTM C-150 SPECIFICATION. �ocations where Not Subjected To �� � `
<br /> � o 0 0 !� `� � zss.s m i asso �fs �,gh_oe�s,ty r�aff�. �� DEVELOPMENT
<br /> ' Total Flow Capacity: 13.6 cfs 5. REQUIRED NATIVE ALLOWABLE SOIL BEARING 0
<br /> � � - � K- �� , ' _� PRESSURE = 2,500 PSF.
<br /> --- ----- --- --__ _ _ _ _ � COMPANY, LLC
<br /> ' - OUTLET, 4�10.00" OPENING 6. REFERENCE STANDARD: �
<br /> '.:
<br /> --- --- - --- --- -
<br /> 1 X UNUSED - � FOR �8.00" CPEP, A. ASTM C $90 ( �,_9.,
<br /> 29X PerkFilterT"',-' CARTRIDGE SOCKET, � B. ASTM C 913 900 SW 16TH STREET
<br /> 18.00" CARTRIDGES. TO BE P�UGGEQ 20 00"9 42 BILL OF MATERIALS 7. THIS STRUCTURE IS DESIGNED TO THE � s�•t �\ � SUITE 300 , �
<br /> _ -':
<br /> � ITEM NOTES PARAMEfERS NOTED HEREIN. PLEASE � RENTON, WA 98057
<br /> VERIFY THAT THESE PARAMETERS MEEf I \ � - CONTACT: DONNIE BELK
<br /> PLAN VlEW BASE w/INTERNALS 34,500 LBS PROJECT REQUIREMENTS (I.E. LIVE LOAD, � � � / �
<br /> TOP SLAB 14,250 LBS FILL RANGE, WATER TABLE). IF DESIGN OUTLET PIPE \ � �
<br /> PARAMETERS ARE INCORRECT, REVIEWING out�et Pipe With Sampiing Tee By Othe�s \ Y �
<br /> �436.00" OSS ACCESS COVER - 2 EACH SHIPPED LOOSE ENGWEER/AUTHORIIY SHALL NOTIfY •our�Et PiPE ro BE �ARCER \ / � Job No.
<br /> OLDCASTLE PRECAST UPON REVIEW OF rH'°N iN�Er PiPE � I � I
<br /> 038.00"X4.00" GRADE RINGS - 2 EACH SHfPPED LOOSE -�{�S SUBMI7TAL � ��� I
<br /> _ 2X D36.00" BOLTED & GASKETED ACCESS -� cs-io2 coNSEa,� - a Ro��s SHMPPED LOOSE � 2170746.10
<br /> COVERS, WITH 2X 438.00��X4.00" GRADE � 8. OVERSIZED HOLES TO ACCOMMODATE �
<br /> RINGS. FIELD POURED CONCRETE COLLAR � SPECIFIC PIPE TYPE MUST BE CONCENTRIC '
<br /> ^�.91' [10.92") ADJUST TO PIPE ID. AFTER PIPES ARE INSTALLED, ( 8-4 ISSUB Set 8 Date:
<br /> REQUIRED, BY OTHERS. / TO GRADE ALL ANNULAR SPACES SHALL BE fILLED I
<br /> RIM: 16.83' -� - :--------- - - _______ _ - RIM: 16.83� WITH A MINIMUM OF 3000 P51 CONCRETE BASE ASSEMBLY , � I
<br /> FOR FULL THICKNESS OF PRECAST WALLS. No.612-2-CPS-B I
<br /> � ----------- " ----------- '
<br /> ! _ . .__. , i 25.790 Iba �
<br /> ' 8.00�� SLAB ., �'., , '. , � �� °; `_.' ; .• •• . : � ` � < ' '• ' •� �P.. : �,,( ; ' � � .� �.�.. � � 9. CONTRACTORIRESPONSIBLE TOIVERIFY ALL � PERMIT SET
<br /> �� � �• ' '° � '' � • • SIZES, LOCAT ONS AND ELEVAT ONS OF �
<br /> ; . . . . . . . _- -�---- ------__--T � "
<br /> 5.10� �---- T � OPENINGS. D , :
<br /> [61.20"] � I 10. CONTRACTOR RESPONSIBLE TO ENSURE ?� - .
<br /> � � ADEQUATE BEARWG SURFACE IS PROVIDED 6 7
<br /> ' (I.E. COMPACTED & LEVEL PER PROJECT �
<br /> I '� OUTLET HOOD, 7•41� SPECIFICATIONS) � rJI'IHIZO�H
<br /> a
<br /> 'n,
<br /> .'• \� ' % SK-0871 �88•g2�� 11 SECTION H IGHT SLAB WALL � �
<br /> % , '
<br /> I . E S, �`.:.�.
<br /> IE: 1 1 J3� �- - � � ; �� _ �;, - - - 71 ��» ; THICKNESSES & KEYWAYS ARE SUBJECT :
<br /> � � r� � = �.,_ � � i� ; TO CHANGE DUE TO AVAIIABILITY & ��'`�:..:. ?'
<br /> � � � ��� 1�� "' � PRODUCTION PLANT CAPABILITY. "�4':'-,.
<br /> � :. ' . .
<br /> � n � -q �' I � ,:
<br /> . ; �. r.� I .�.� �i �.�. � . '•:'�•...:n. '
<br /> ..;� -.... _ . --.- ! .'.,.�,
<br /> INLET, 012.00" OBROUND OPENlNG- � _ �
<br /> FOR �k8.00 CPEP, FARSIDE. �. �• � �f. � � 5.00" St� ��,`��
<br /> � � � � --t- Oldcastle Preca . .°� OKW W�y�'�
<br /> . .'�., .. , _ ,. . , , . . . _ , 8.00" SLAB ,z•-,,,. :_.�;:. �`� AJ�c C�
<br /> • : • " ' • � • �i '° rszi s«,mPa�k Pia=a,s�� zoo i��na�o�.co I eo�2o "' .�A
<br /> -� - .a..: .
<br /> j Ph:800<]9.88191oldcasH t tar.com ... .i.:.:. �• aS.� '� r
<br /> 3X INLET BYPASS ASSEMBLY, --- _� � �/ 1IA'I I�^C � �- " ° '' ''':.,-r... •��'.,D� �INLET PIPE �
<br /> / CONCRETE � �/� v'V�J�7LD �, REFEFENCEPURPOSESONLVANOSHPIINOTBEt15E�INANVWAY:NJ�RIOUSTOTNE Q'!�'.,,'�.0'�� with SOfTIP��fI() TEC
<br /> SK-0574 WITH FALSE F100R. � CARTRIDGE SOCKET, --OUTLET, 010.04" OPENING �N�4ESTSOFSA�o`ouPaN� Facet� Coalescing Pack J ,"• 7 �^ By Others
<br /> 29X PerkFilter "', �����������PerkFilter ���Vault, 8'�x 16' �� �
<br /> SK-0575-1.5 EXTENSION. � �� TO BE PLUGGED FOR D8.00 CPEP, NEARSIDE. =THis MUST BE FILLED OUT BEFORE *M � -
<br /> MANUFACTURING BEGWS* �r
<br /> 18.00�� CARTRIDGES. APPROVED W/ NO EXCEPTIONS TAKEN:� 18 00"Cartrid es,29 Each \ �.{�Q ���34858� w4 �
<br /> Cusfomer
<br /> SECTION A-A � A�HBL, �r►c. _ .� S ISTEg
<br /> APPROVEQ AS NOTED: L�',s lo �y�l
<br /> � REVISE AND RESUBMIT:� GI2CIef P88k-EV@t'8�# WA NAL
<br /> b 4� vi�i�a - zno a�,� JPR 1 JMH - OS��B�2O�B
<br /> 1 INLEf AND OUTIEf ORIENTATIONS CHANGED, RIM INCREASED .33' MJW MJT Med'a NU � FOR DETAILS�SEE REVERSE» ,_
<br /> A
<br /> Fittrauon SIGNATURE DATE PDD-9067 ����t8 ��F� Items Shown Are Subject To Change Without Notice .
<br /> Issue Date:April 2016
<br /> � 145 �1985-2016 Oldcastle Precast,Inc. y
<br /> TREATMENT UNIT (OLDCASTLE PERKFILTER) - � � �� ��= � � - �" �' �
<br /> 1 .. :. , . . . . . .
<br /> NOT TO SCALE � � � •�� � �� ,�� � � NOTICE
<br /> ALIERA71011 OF 1M5 DOqNIENT 91ALL NVNAAIE iFE �
<br /> PROFE59011AL SEAL Atq 9p1AMiE.PU�1CAlI0N OF �
<br /> 1H5 DOq11ENT DOES N01 DEROfd1E iR011�1�ED �
<br /> O1MER9p RIpiTS N R.1FAS DOQII�IT IS FUR USE .• ,
<br /> ONLY FOR 7!E PRO.ECT DFN7FED N 7FE 7tRE BLOq( . •
<br /> NID IS NOT TO BE USED FOR RFPAR.IiE1100E1 OR .
<br /> ADDI110N TO 7MAT PRO�ECT OR FOR ANY 0111Qt PRO�ECT.
<br /> A-1024 / A-1462 / A-1463 -72�->>��
<br /> UV Co. 2-332P, Galvanized UV Co. 2436P, Galvanized
<br /> Diamond Piate Cover Dipmond Plate Cover
<br /> ��=-_-- - 2 Places
<br /> � -oac Fazr�� .
<br /> m
<br /> � �
<br /> - v�`'� .:;�q� � � 5
<br /> I I
<br /> A � � �� A � a � I A L1
<br /> ,'�' � ;ii� L .!
<br /> -�- Oldc�tls' .
<br /> ;;i F ( I 4-Ton �ift Insert
<br /> ��i �ntMael!►$Ok�tlpns q�� m (4) Places in ease
<br /> '�' p0 ^ f _ _ _ _--__ __- - "
<br /> 1
<br /> \ '7I !� �
<br /> `� O O� � 4 PlacesTln Top Section 3 �' . i
<br /> ��: o o� ��`
<br /> � �7 �; °
<br /> �a�7iz��Hex so�rs, PLAN VIEW
<br /> BOLTED V2 x 1f2 7YP \ �:� . .�
<br /> �J
<br /> (4)t/2"HEX BOLTS, p*°�? �
<br /> Oil Retaining /7\
<br /> BOLTED 1!2 x 1f2 TYP ..e..,A. s. Baffle � /�� . ..
<br /> nI y TOP ELEVATION
<br /> D6iFPUNoaY r1 ':� M��: ,t �S's!l�y� •"
<br /> r
<br /> i�t�
<br /> :�t� :r..; o�
<br /> ! I
<br /> � 7
<br /> 5 Coolescing Media � ,� ^� `OPTIONAL TOPS ,
<br /> ' ��- 25�6�--��1 Hold-Downs ,. 2�-7" and 3'-7" Heights �
<br /> (2)HIDDEN EDGE PRIES T INLET I.E.
<br /> s ' T OUTLET I.E. RBVISIO�S;
<br /> FLAT GASKET� INLET PIPE 1 'v
<br /> With Samp ling Tee t �
<br /> By Othere a i� � .
<br /> 25/8" Weir ,' o a --OUTLEl PP E9 Jhe@t Tlt�e: . .
<br /> 3 Sedime�t •� �ea a?
<br /> 235�8 � _.' � wth Sam lin Tee '
<br /> � � � +! B Others
<br /> :; LARGER STORM DRAINAGE
<br /> : .:.. ..... . � ... THAN WLET PIPE
<br /> � ;r� :.:... ;. .,,.:. ..r: , .
<br /> . ..y...,.x.•.::,,r...�:.:•.'.�` .:...�'�.:.�.,::+• ,'. �
<br /> .;,�; ,,. ... .....
<br /> _.:... . � ,� . ��rl�ti1:.-.
<br /> • '.. .�.. . . .��'.�.,'•. • �....�..
<br /> t . . . . ,� �
<br /> FLATGASKET � Coolescing Medio
<br /> � SECTION AA D ETAI LS
<br /> STRUCTURA� NOTES: INFORMATION NEEDED:
<br /> 44� 1. Concrete: 28 Day Compressive Strength f'c= 7000 psi Top Of Separator Elevation:
<br /> 40�/g" � 2. Rebar. ASTM A-615 Grade 60 Inlet Pippe Size:
<br /> � 38 I _} 4. Oesgn:AACI-318-OSGB���Idi gSCode QutletlPpelSl�e�on:
<br /> ASTM C-890 Minimum Structurol Design Outlet P�Pe E�evot,��: Desipned bv: Drawn bv; Cheeked bv•
<br /> � loading For Underground Precast Concrete
<br /> - � $ �` �' ���-�-� �--� --�� -��-��- - � --�� - �- � Water and Wastewater �ructuresP INFIUENT CHARACTERISTICS:
<br /> 5. Loads: HS-20 Truck Wheei w 30% Im act Per AASHTO BASIC DESIGN INFORMATION: BEB BEB/TDW STK
<br /> Oil Specific Gravity 0.88
<br /> MADE IN USA SECTION A-A � GENERAL NOTES: Operating Temperature: 50'
<br /> 7. Ali Boffles ond Weirs To Be Precast Concrete influent Oii Concentration. 100 ppm
<br /> 2. Stotic Water Depth = 4'-0" Mean oil Droplet Size: 13Q Microns
<br /> 3. Contractor to: 0.033 ft/min Oil Rise Rate
<br /> � Q CONFIOENTIALiTVSTATEMENT Wesh�WonSates: DRAWNBY:CDILIEV DATE'3/31/2015 Su I and insioll All Pi in & Som tin Tees Designed Per Woshington State Depo�tment Of Ecology
<br /> (sosl Tss 3+3�Fax�.tsos)�ss-etza PP Y P� 9 P� 9 1.
<br /> oa�s,,P%yco.lo�s1�. vrovr�arr Calfon�aSaies: PRODUCTNUMBER� MATERIALNPE� Grout In All Pipes 100� S�IAet NO.
<br /> "9^''�" �` "°^°� ' °tl� ""' Fill With Cleon Woter Prior To "Start-Up" Of System F�OW EFFLUENT C4LLECTED
<br /> (N� (�0�)SSid525 Fax�{�W)55'lM55 vE' GRAY IR�N'.ASTM A 48 CL 35B
<br /> Q a �t a � dw� A-1 24-A
<br /> 4 � ;,,� � �y „� y �- �,n ,� UtahSa�es: ,wAPTER. Verify All BLockout Sizes ❑nd Locations RATE QUAUTY SIZE , .
<br /> w+,a e �oa pa a w�o� �,ce (w>>�es sa�s Fa,�eo,��usoa�s A-1462-R7 �anv iaoN nsrra,a as c�sss
<br /> winouin d Cw« �ofDLs. � ��.GRAYIRON�.ASTMA48CL358 438 GPM 1� ppIT1 F)� MiCfon
<br /> ` a�re re rw rer oN�v o�s �1 � � A-146 -R1
<br /> �� ,// � m nymmcna,9ea��ns�o„se�a ��,.,� � H2OWHEELLOADING . . ,
<br /> v orweighUalnsOwntlrecr¢tion. e�NDIGATESMACHINE�SURFACE C:4USERSICLINTIOESKTO%GARRETi-OLDCAS'LEA-1014-A85_A�14fi2-RSA-1
<br /> , ` OIL WATER SEPARATOR (OLDCASTLE 612-2-CPS) .
<br /> Know what s b@IOW. TREATM E NT U N IT LI D � NOT TO SCALE
<br /> C1II before you dig. 2 NOT TO SCA�E
<br /> 5 of 10 Sheets
<br /> DATE: May 18, 2018 FILENAME: Q:\2017\2170746\10_CIV�CAD\_SITE PERMIT\2170746-SH-DETL.dwg
<br /> .,
<br /> ._ y i�.T �e i_✓' 3 �. . . . .... .:d'1 1 § �
<br />
|