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<br /> PORTI � N OF SE T � � ��� ��
<br /> C . 8 WN . 29 N . RG E . 05 E . W. M . ��- t�� � ��__ ��
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<br /> CITY OF EVERETT SNOHOMI H NTY WA HIN T ■ ���� �� - � ��
<br /> s cou s � oN . _
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<br /> �- - 16.92' [203.00"] - ----� � TACOMA • SEATTLE • SPOKANE • TRI-CITIES
<br /> � _-'�-__�� 2 0.00'---- ---------------___---___ ' ;
<br /> i � :
<br /> INLEi�, �12.00" OBROUND OPENING ' �- ' -�----„- 16.00' [192.00"] r{ ; � . 2215 North 30th Street, Suite 300 Tacoma,WA 98403
<br /> /12.00 " . ' . s - - . - - . .
<br /> FOR �8.00" CPEP, � i ' = 253.383.2422 TE� 253.383.2572 F,4x www.ahbl.com wEs
<br /> IE: 1 1.73'. -�I , NOTEs
<br /> � TOP SLAB NOT SNOWN FOR CLARITY.
<br /> � ` " � ,� ACCESS COVER AND HATCH SHOWN IN PHANTOM. �. �ES�GN LOADINGS:
<br /> � `
<br /> ;
<br /> � � � A. AASHTO HS-20-44 W� IMPACT. PfOIBCt TIt�B:
<br /> 612-2-CPS OIL WATER SEPARATOR
<br /> _. ___ ____ ___ __- --___..__ B. DESIGN FIL�: 1' MAXIMUM.
<br /> { � - „ C. ASSUMED WATER TABLE = 3' BELOW Project Plate Area = 1,776 Sq/ft
<br /> ; I o 0 0 o cRa°E. Maximum Process Flow = 830 GPM G LAC I E R
<br /> ( D. DRY LATERAL EARTH PRESSURE (EFP)
<br /> � 3X INLET/BYPASS ASSEMBLY, - � = 45 Pc�.
<br /> 9.08� I SK-05�4 WITH _ Q O O O _ E. LATER,4L UVE LOAD SURCHARGE = 80 PEAK AT
<br /> [109.00"] SK-0575-1.5 EXTENSION. j:-"=---- � Q O O '�==�:� PSF (APPLIED TO 8' BELOW GRADE).
<br /> � F. NO LATERAL SURCHARGE FROM
<br /> ' �--� ��;,, � ;� RIVERSIDE
<br /> i��� O O Q ADJACENT BUILDINGS, WALLS, PIERS,
<br /> , `
<br /> OR FOUNDATIONS.
<br /> 8.17' �_ �0� o , 'i ;, � I �;, ,-�
<br /> �98.00��� � �\ '""` O O O ��" �� " WADOE GULD 2. CONCREfE 28 DAY CQMPRESSIVE STRENGTH ��"`\ a.f �
<br /> �,v ���� �� > � � �` � �� SHALL BE 5,000 PSI MINIMUM. TOP SECTION �� � �
<br /> � - o o o - �� � �-- ouT�� HOOD, PerkFilterT`" Vault - �' X 16� No.612-CPS-T ��g �� � �.� ` � �� � � Client:
<br /> � - SK-0871. 3. STEEL REINFORCEMENT: REBAR, ASTM �'� �% i ���
<br /> s,9,° 'bs. � ' '� ' PANATTONI
<br /> A � O O O O /� Treatment Flow Rate: A-sis oR a-�os, GRADE so. � � L� !«
<br /> j 18.00"Cartridges, 29 Each / �
<br /> Suiia6le For H-20 Wheel �oad In Off-SEreet ��� �'q�
<br /> � 4. CEMENT: ASTM C-150 SPECIFICATION. �ocations wt�ere Not Sabjected To \� ` ` D EV E LO P M E N T
<br /> � O- O O � ` �� � 295.$ m!0.660 Cfs H�9h-oe�s�tr r�arf��. ��
<br /> � -' � TOtBI FIOW CapBClty: "I3.6 CfS 5. REQUIRED NATIVE ALLOWABLE SOIL BEARING �
<br /> � ' � , - sK �i , _ - ' r' PRESSURE = 2,500 PSF. COMPANY, LLC
<br /> - -�--- - '-- - _ ---� �
<br /> t.__ _._._-- ---- --_. _. ._.._ __.
<br /> �� �� , OUT�ET, 410.00 OPENING 6. REFERENCE STANDARD: I ,
<br /> i 1 X UNUSED -� ; i' FOR �8.00" CPEP, B. ASTM C 993 '�-9�� 900 SW 16TH STREET
<br /> 29X PerkFilter�"', ' CARTRIDGE SOCKET, � ; � �E; 9.42'. � SUITE 300
<br /> 18.00" CARTRIDGES. TO BE PLUGGED BILL OF MATERIALS 7. THIS STRUCTURE IS DESIGNED TO THE �� i
<br /> - �-i I�- 20.00�� ITEM NOTES PARAMEfERS NOTED HEREIN. PLEASE � ° �� - RENTON, WA 98057
<br /> VERIFY THAT THESE PARAMETERS MEET � CONTACT: DONNIE BELK
<br /> PLAN VIEW BASE w/INTERNALS 34,500 LBS PROJECT REQUIREMENTS (I.E. LNE LOAD, � � \\ / �
<br /> FILL RANGE, WATER TABLE IF DESIGN � � � '
<br /> TOP SlAB 14,250 LBS �� OUTLET PIPE �
<br /> PARAMETERS ARE iNCORRECT, REVIEWING out�et Pipe With Sampiing Tee By others � Job No.
<br /> �36.00" OSS ACCESS COVER - 2 EACH SHIPPED LOOSE ENGINEER/AUTHORI7Y SHALL NOTIFY *our�er PiPE ro eE �ARceR '� � � (
<br /> �38.00"X4.00" GRADE RINGS - 2 EACH SHIPPED LOOSE OLDCASTLE PRECAST UPON REVIEW OF Tr+nN iN�er PiPE- \� � J/
<br /> 2X �36,00" BOLTED & GASKETED ACCESS �. cs-io2 CONSEAL - 4 ROLLS SHIPPED LOOSE THIS SUBMITTAL. I � ' 2170746.10
<br /> COVERS, WITH 2X 638.00��X4.00" GRADE �j 8. OVERSIZED HOIES Td ACCOMMODATE �
<br /> RINGS. FIELD POURED CONCRETE COLLAR j SPECIFIC PIPE TYPE MUST BE CONCENTRIC � e�_4�
<br /> REQUIRED, BY OTHERS. _ ^'•91� �10.92��] ADJUST TO PIPE ID. AFTER PIPES ARE INSTALLED, I ISSUB S8t E� D8t8:
<br /> ---' -' TO GRADE ALL ANNUTAR SPACES SHALL BE FILLED ^ `
<br /> RIM: 16.83� - - ---- - -s-_________ -- � - ------ ----- RIM: 1 6.83� WITH A MINIMUM OF 3000 PSI CONCRETE BASE ASSEMBIY � I
<br /> i, _____ __ , -' `� � FOR FULL THICKNESS OF PRECAST WALLS. . CPS B
<br /> --L__ - No so1ib=2.
<br /> S.00�� SLAB �� ' � `' `•.' '` � " � " , ` �� � �• ' '��'� ' • ' • `�I. 9. CONTRACTOR RESPONSIBLE TO VERIFY ALL `
<br /> ,, ., , , ., .� , � � ' I/
<br /> -
<br /> ' '� � �•� � ' ' � � •' • � • '. �` � • ' '' � . • � --- ---- SIZES, LOCATIONS AND ELEVATIONS OF ;
<br /> 5.1 O' �-- -- - OPENWGS.
<br /> [61.20��� 10. CONTRACTOR RESPONSIBLE TO ENSURE `$
<br /> ADEQUATE BEARING SURFACE IS PROVIDED
<br /> ' (LE. COMPACTEfl & LEVEL PER PROJECT � 6-�
<br /> __\ �'
<br /> .�- OUT�ET HOOD, 7•41 SPECIFICATIONS) y 5/'IH/ZO'I$
<br /> ,��� - ,- , - 88.92„
<br /> , � �
<br /> i �..v '
<br /> ' SK 0871.
<br /> IE: 1 1.73� i --- - . 1 y" � ._ ,=_' -��' , � � 11. 7HIC NESSES &SKEYWAYSwARE SUBJECT .�:
<br /> , � ,T�. �- �-'4, 71.00� TO CHANGE DUE TO AVAILABILITY & ,`'`rr,-... '�
<br /> , , �.
<br /> � a �.' � : .. , � I PRODUCTION PLANT CAPABILITY. �"�-:-;:
<br /> �� ��. . . ,.. . ;� , ''
<br /> �.,
<br /> .. .w, '�, ;I: .. � . � �' ( �..',�. /
<br /> INLET, s�12.00" OBROUND OPENING - -" .� -,. ; , ; � ----- ' '�:`:°:. '� A `�HEW
<br /> FOR �8.00 CPEP, FARSIDE �. 'I.• � � � ;'� � � �•dOry Oldcastle Precast �° �
<br /> � � �.Y' pF WASg���
<br /> .. . . ,i. : . a . . . .
<br /> : i.�°, : ' e . ' ._ ' '-• ; .< , - i - • ��� ' 8.00" SIAB 12-' �':... ':'� �S$ f�'c�L�'�
<br /> ._
<br /> � < � � ' ' . • , •� �• � �: '" �921 SrnelhF�rk PI32a S 1 200�Lltlelon.CO,8052C . , +Q'1.'•� j
<br /> . , .___._ _T ` � ..
<br /> �' � .� � � ��-'�.� ...�.. INTERESTSpF� ����0 5t9 dei91 oi tl 1 ,u .,�,•• • • � � ��
<br /> � � �'�� ��.�•u'`� �-INLET PIPE �
<br /> 3X INLET/BYPASS ASSEMBLY, " CONCRETE - � 1 X UNUSED-� � 1 :,:�. � �:.
<br /> � aEFe�c PuarosEs�trvar�os.uiwc ae sEoi �ur n.��wuwousrorHe �,';..�,'�:,-a`." With Somplirg Tee
<br /> ,oca.�P4Nv. a��'� �-�� By Others �
<br /> SK-0574 WITH �"ALSE FLOOR. CARTRIDGE SOCKET, �- OUTLET, �10.00" OPENING Facet� Coalescing Pack -� / � ;
<br /> SK-0575-1.5 EXTENSION. 2gX PerkFilter'", -'� FOR b8.Q0 CPEP, NEARSIDE. + cc�YRlc�ie�perkFilter Vault,`8'x 16
<br /> TO BE PLUGGED THIS MUST BE FILLED OUT BEFORE TM � �\ / �
<br /> 1 8.0��� CARTRIDGES. t�ANUFACTURING BEGINS* 18.00"Cartrid es,29 Each '
<br /> APPROVED W/ NO EXCEPTIONS TAKEN:� ' p Jp t,
<br /> asmmec '� I
<br /> SECTION A-A �� APPROVED AS NOTED:� AHBL, Inc. ��+�,�,ss�3 STEg����'� I�
<br /> � � REVISE AND RESUBMIT:� GIaClBf P@ak- EVe�Btt, WA ��NAL �
<br /> '�ATE SP�_ES DR4WN ENGMEER CMECHE� SALES�iDER
<br /> �� 1(tt/18 - ZHD tvIJT JPRIJMH - OS��B�ZO�B
<br /> DRAWIN NUM RNISION BHE r
<br /> Me�;2 � FOR DETAILS,SEE REVERSE»
<br /> 1 INLET AND OUTLET ORIENTATIONS CHANGED, RIM INCRFASED .33' MJW MJT F�{V"���^ 51GNATURE DATE PDD-9067 �E:'aate 1 OF t
<br /> �scui?ric� eE ev. - 5l17118
<br /> - ---------- --------- - -- - .__ _ __ Items Shr,wn Are Subject To Change Without Nolice
<br /> �ssue�ate_April 201fi
<br /> 145 �1985-20t6 Oldcastle Precast,Inc.
<br /> TREATMENT UNIT (OLDCASTLE PERKFILTER) � � � �� � � � - ='° " �
<br /> 1 .. .. . � . . , . .
<br /> NOT TO SCALE j , • •� s ,•• • . •
<br /> NOTICE
<br /> ALIEM110N OF 1HS DOplIF1iT SIALL NYAIDAIE 1FE
<br /> PROFES90NAL ffAl ND 90U71�Plalf'w710t1 ff
<br /> lfiS DOq�EN�DOES NOT OEROGiqE FAOY IESERYED
<br /> OMER9p AIpi1S N ti.7H5 DOdIiENf IS Fdt USE
<br /> pLY FCN 1fE PRQECT UENIi�O N lif IIRE 9.00(
<br /> AND B NQ�70�USFD FnR REPNC AEYOOFl.pt
<br /> AOq710N 10 1W1T PI�ECT OR PoR ANY OhEN PR0.ECT.
<br /> A-1024 / A-1462 / A-1463 �Z'->>'
<br /> UV Co. 2-332P, Galvanized UV Co. 2436P, Galvanized
<br /> Diamond Plate Cover Diomond Plate Cover
<br /> �--=
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