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SURFACWG PER PLAN
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<br /> PERPLAN Shoesm ith
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<br /> � „�;�,' ., _� _ NOTES
<br /> � �" ° _�� ,,'u � :,__ � �� � E FREE-DRAINING GRANULRR
<br /> ROOF DRAIN (TYP.). DO NOT � "" ,���,� �a��a� Da BACKFILL PER WSDOT STANDARD � 1. INSTALL CATCH BASIN TOP, FRAME,GRATE AND
<br /> CONNECT WITH FOOTING �UO� �� [��O�.,��O � SPECIFICATION 9-03.14(1) SECTIONS SO THAT uFT GATE IS VISIBLE
<br /> DRAIN LINE. � ��� � �°��°v" �°�' 6 '
<br /> '�/� � THROUGH OPENING AND STEPS CLEAR INLET AND �
<br /> .�/`� 'L- RESTRICTOR UNIT. �
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<br /> - �� " �- Da�C��� O� ,�. tiD� �� - � GROUT P =
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<br /> MIRAFI 140N NON-WOVEN GEOTEXTILE I----- r'�_., 'Da � a J Da �� � � , 2. INSTALL LOCKWG FRAME AND GRATE OR COVER � C V C S �
<br /> �l���`� � ��r-� FOUNDATION - REFER TO � �� ' � �� � SEE STANDARD DRAWINGS 405 OR 610. FRAME "
<br /> FABRIC OR APPROVED EQUIVALENT �= �/�� )l./���,�L_/�� STRUCTURAL DRAWINGS �
<br /> i 1928 43rd Ave E., Ste A
<br /> PLACED A MINIMUM OF 6" FROM FOOTING �r;������ � �� �� � a� AND COVER PER STANDARD DRAWING 610 IS S e a t t I e , W A 9 8 1 1 2
<br /> � \ � � RE QUIRED IF INSTALLATION IS NOT!N PAVED
<br /> DRAIN PIPE. FILL AREA BETWEEN FABRIC �� � �� � � �� � �
<br /> � �� � 206 453 • 4053
<br /> AND PIPE WITH AGGREGATE FILTER B�ANKET. i . ;; � � �� FLOW i ��� � i FLOW _ AREA OR IS NOT TO FUNCTION AS A CATCH � �
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<br /> BASIN. shoesmithcox . com
<br /> 4"0 PERFORATED PVC SDR35 I - ' "� � �� ��_ ���'
<br /> WITH PERFORATIONS DOWN �` � '' ' � -- � $�n 3. RESTRICTOR ASSEMBLY SEE DETAIL B AND �
<br /> -' � --' ' � �� ' STANDARD DRAWING 416, DETAIL C. �
<br /> AGGREGATE FILTER B�ANKET �
<br /> -
<br /> '_— GROUT ��, ��
<br /> PER WSDOT STANDARD __ _ 24" MIN - � 4. FOR STEPS SEE STANDARD DRAWING 609.
<br /> SPECIFICATION 9-03.12(4) CLEARANCE
<br /> FROM All PLAN 5. BAND STRAP WITH GASKET.
<br /> DRAIN INVERT TO BE INSTALLED NO MORE APPURTENANCES�
<br /> THAN 8"ABOVE OR BELOW THE BASE OF THE 6. SECURE RESTRICTOR TO CATCH BASIN WITH 8
<br /> PERIMETER FOOTINGS OR GRADE BEAMS GAUGE ALUMINUM STRAPS AND BOLTTO CATCH
<br /> u BASIN WALL WITH STAINLESS STEEL ANCHOR �
<br /> z'� BOLTS. ONE STRAP ABOVE AND BELOW OUTLET
<br /> � '�a'�' REQUIRED, INTERMEDIATE STRAPS REQUIRED
<br /> FOOTI N G D RAI N 1D�� FOR RESTRICTOR RISERS GREATER THAN 12'
<br /> 1 i � �----I ABOVE OUTLET.
<br /> NOT TO SCALE � � ���,I 7. FOR ALUMINUM ROD LIFT HANDLE ASSEMBLY
<br /> 3 ) SEE STANDARD DRAWING 416. I
<br /> i
<br /> BUILDING WALL. REFER I �
<br /> TO ARCHITECTURAL U� � ' �� (
<br /> AND STRUCTURAL DRAWINGS.
<br /> i �}__�- ;
<br /> DOWNSPOUT OR RAIN LEADER. �' i �
<br /> REFER TO ARCHITECTURAL � � 6 �
<br /> DRAWINGS. 11/4" '� •
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<br /> � ' ' � skilled nursing
<br /> a d d i t i o n s
<br /> �
<br /> � FLOW FLOW !
<br /> PVC CAP. CUT HOLE IN CAP o � ! ;
<br /> TO ALLOW DOWNSPOUT/ RAIN LEADER ; - - -
<br /> TO PENETRATE WITH%$" CLEARANCE 3 � � � 5 I
<br /> � ' ' � � 2235 Lake Heights Drive
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<br /> Everett, WA 98208
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<br /> � Z � TYPE 2 CATCH BASIN � CITY OF EVERETT
<br /> °� 54 DIA M�N
<br /> FINISHED GRADE 'e ELEVATION PUBLIC WORKS DEPARTMENT �
<br /> � p ti Clry En&��eer Sec[lon Manager j CP�Ma�ager �Drawn By i Cu�rentAe��a:e �
<br /> 0 o RYAN SASS HEATHER GRIFFIN PAUL WIIHELM � wRs �03/13/2017
<br /> "� w� DETAIL "A" TYPICAL RESTRICTOR INSTALLATION jlr�f TYPICAL RESTRICTOR SrANOARooRaW����a.
<br /> � �k I N STALLATI O N 415 KEYMAP
<br /> PROVIDE ALTERNATE FITTINGS E a o I
<br /> AS NECESSARY TO AVOID "~� �
<br /> CONFLICTS WITH FOOTING '
<br /> _,�� ; __ � � _ B et h a n
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<br /> � ; of tl�e Northwest .
<br /> 0�5% ��' ` � �
<br /> (MIN) ��� � ELBOW STANDPIPE WALL No. oAr� REv�sioN
<br /> _- y - OVERFLOW EL= 453.84 DOH CRS
<br /> � �� � sTUB wE��E� � 1 01-28-2019 RESPon,sE#,
<br /> -- ----- --- __— -----
<br /> ° L_] � TO STAND PIPE � CITY OF EVERETT
<br /> � INVERT EIEV PER PIANS OPT►ONAL NOTCH WEIR ORIFICE 3 03.29 2019 RESPONSE#1 (BLDG)
<br /> BUILDING FOUNDATION. REFER ORIFICE PLATE WELDED EL=453.5� LENGTH=0.28' CI7v OF EVERErr
<br /> TO STRUCTURAL DRAWINGS. : � �BAND ELBOW TO STUB WIDTH - 0.16� 4 _ 04.29-ZO19_RESPONSE#1 (PW)
<br /> TO STUB. ORIFICE �i WITH REMOVABLE WATER
<br /> MACHINE-CUT TIGHT COUPUNG ESPONSE#2 W
<br /> 5 05.31-2019 ( )
<br /> DOWNSPOUT CONNECTION B'�— �
<br /> 2 ALL PARTS TO BE R-6061-T6 ALUMINUM ;:--RESTRICTOR UNIT SHALL BE
<br /> NOT TO SCALE DETAIL ��A�� SECONDARY ORIFICE DETAIL"A" CONSTRUCTED OF CORRUGATED
<br /> ALUM�NUM PIPE ALCLAD 3004-H34,
<br /> ASSHTO M 197-82(1986j OR EQUAL.
<br /> m 24"MIN GALVANIZED STEEL WILL NOT BE
<br /> � �1/2" ALUMINUM LIFT GATE- I PERMITTED.
<br /> L Q
<br /> LETTERING
<br /> ���STORM��� NOTES. O n �� • Do PROJECT AiANAGER
<br /> DRILL & TAP ��� DETAIL C -
<br /> SPLITTING THE SEAM ' � 1. PIPE MATERIAL AS SPECIFIED BY THE ENGINEER. -- z LDJ
<br /> � � ��. Y�� , �� - INVERT ELEV PER PLANS PRo�Ec1 ENciNEER �
<br /> INVERT ELEV PER PlANS �
<br /> SET MADE BOLT- / ��Y�;�x���x� k �� 6" � _
<br /> TJ M
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<br /> � ' X����� �� „ ' � c�
<br /> DOWN WITH 3/8' SS � �� ,�
<br /> �� �i � o PROJECT TEAM MEMBERS
<br /> ALLEN- HEAD BOLTS - �r STORM k� 4� ALUMINUM ROD
<br /> '''� ��X���,,�nk" ;� LIFT HANDLE R�S
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<br /> 2 PLACE � � %k, ,xx �x y ;; � ASSEMBLY RESTRICTOR PLATE WITH ORIFICE cHecK- •
<br /> i�
<br /> �\__�i� 3000 psi CLASS C ��-6��_ —DIA=1.75"
<br /> CONCRETE (TYP.} � � DCN _
<br /> 1/8" RAISE - 1/2" ��� STAINLESS STEEL
<br /> WIDE BORDER _ PROVIDE o OCK GINUTS / -ALL 1/4" R-6061-T6 DIM DESCRIPTION SIZE
<br /> ��� � CHERNEY PLUG ALUMINUM SEAL
<br /> � A OUTLET 18"AND SMALLER 24"AND LARGER
<br /> �—4-3/4" LIFT GATE&PIPE, B CLEAN OUT 8" ID ' 10" ID
<br /> 10" 12" � � o SEE DETAIL"B" C GATE SIZE 8" OPENING � 12" OPENING ��STOp��,
<br /> � — � — 8" OR 12", FOR SIZE __ � ___
<br /> 8 3/4" FIBRE JOINT � o / \ SEE DETAIL"B" D ANGLE 42°± � 34°± �
<br /> ��oF wasgj�c,�
<br /> _ PACKING ° � t � `'�� �o��
<br /> .
<br /> � _ � /$ 3 '�~` irvvERr � � DETAIL "B" TYPICAL RESTRICTOR ASSEMBLY - p
<br /> N r Z i
<br /> 45° (1/8) Z � WELD GATE Q%� -
<br /> � BEND j ASSEMBLYTO PIPE ��'p.��,ss1�rs���9�1�,'�'�
<br /> o ONAL �
<br /> ° LIFT GATE SHALL BE CONSTRUCTED OF:
<br /> 7� 2-��8� w 1/4" R-6061-T6ALUMINUM WITH CLOSEDCELL _—__ --_— 5/31/2019
<br /> 7-3/4" N NEOPRENE PER ASTM 1056-67 CHEMICAL CITY OF EVERETT �
<br /> 8" � �� RESISTANT(OIL&GREASE), OZONE RESISTANT,-20° I TinE
<br /> „ � __________� � �m TO 180° F SERVICE TEMPERATURE
<br /> 15 ------------r��' Z�, PUBLIC WORKS DEPARTMENT T RM
<br /> __--- ----
<br /> „ ,�PLUG TO BE SEALED �� DETAI L "C" LI FT GATE ASSE M BLY & GATE DETAI L °��`°e'°ePf SeCO°Ma°aeef — �°Ma°ae°� °.a-°ep �COfYe°OReaDd�e '
<br /> CAST IRON RING AND COVER -----,t�l IN SAME MANNERAS �� iTIFRYANSA55 HEATHERGRIFFIN PAULWI�HEIM i WRB �O3lOH�ZO17 � DRAINAGE AND
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<br /> � L I FT G AT E AS S E M B LY & , - -------- ----__----.-- -- --
<br /> MAIN SEWER JOINTS a� ; � Civil Engineers
<br /> Aso SECONDARY ORIFICE DETAIL � 4'16 ; structura�Eng�neers y�-M� �j UTILITY DETAILS
<br /> y�a i i Landscape Architects ,��z, ------------------.----- -------
<br /> Community Planners
<br /> Natural Resource Ecologisfs ' �, �
<br /> STORM DRAINAGE CLEANOUT PRa�E�TNo.
<br /> Land Surveyors ���'
<br /> 3 NOT TO SCALE Neighbors �$.03-01
<br /> CONTROL STRUCTURE °"�
<br /> 4 12/21/2018
<br /> NOT TO SCALE ■ - PROJECT NEPNORK PATH
<br /> 0
<br /> � � T A C O M A • S E A T T L E
<br /> � Q a SPOKAN E • TRI - CITI ES SHEETNUMBER
<br /> � �� 2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br /> 253.383,2422 TE� 253.383.2572 FAx www.ahbl.com wEg '
<br /> Know what's b@IOW. ■
<br /> CaI I before you dig. N OT FO R C O N STR U CT I O N PERMIT SET
<br /> DATE: May 30, 2019 FILENAME: Q:\2018\2180406\10_CIV\CAD\2180406-SH-STRM.dwg COPYRIGHT O 2018 shoesmith cox architects
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