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SURFACING PER PLAN <br /> • <br /> PER PLAN 1 1 m i h <br /> -.—_ . _.M._ s oes t <br /> � - ��`� `�` ' � FREE-DRAINING GRANULAR NOTES <br /> ROOF DRAIN (TYP.). DO NOT (�I� � -v� rn a a f a BACKFILL PER WSDOT STANDARD 1 1. INSTALL CATCH BASIN TOP, FRAME,GRATE AND <br /> C O N N E C T W I T H F O O T I N G I — SPECIFICATION 9-03.14(1) S E C T I O N S S O T H A T L I F T G A T E I S V I S I B L E <br /> DRAIN LINE. � 4 a a _ 6 THROUGH OPENING AND STEPS CLEAR INLET AND <br /> � � " �. RESTRICTOR UNIT. ' c� <br /> _ � ° � � '�_' 'L�`\� GROUT a r h i t 1. <br /> MIRAFI 140N NON-WOVEN GEOTEXTILE a a Q � '� _ 2. INSTALL LOCKING FRAME AND GRATE OR COVER C V C S � <br /> FOUNDATtON - REFER TO �� SEE STANDARD DRAWINGS 405 OR 610. FRAME <br /> FABRIC OR APPROVED EQUIVALENT STRUCTURAL DRAWINGS ' � AND COVER PER STANDARD DRAWING 610 IS 1928 43rd Ave E., 5te A <br /> PLACED A MINIMUM OF 6" FROM FOOTING ° ° � � ' ��.., REQUIRED IF INSTALLATION IS NOT IN PAVED S e a t t i e, W A 9 8 1 1 2 <br /> DRAIN PIPE. FILL AREA BETWEEN FABRIC — a Oa �` FLOW � �� f FLOW AREA OR IS NOT TO FUNCTION AS A CATCH ( 2 0 6) 4 5 3 • 4 O 5 3 <br /> AND PIPE WITH AGGREGATE FILTER BLANKET. —i � � L�� j � � BASIN. s h o e s m i t h c o x . c o m <br /> 4"0 PERFORATED PVC SDR35 �I r��� <br /> WITH PERFORATIONS DOWN — � � � 3. RESTRICTOR ASSEMBLY SEE DETAIL B AND <br /> — �! — —� � � � STANDARD DRAWING 416, DETAIL C. <br /> � <br /> AGGREGATE FILTER BLANKET — _; � "� � _ — I — i GROUT ��� f ,,�� <br /> PER WSDOT STANDARD � � '`I � I� �=� ( (- ' � �� 24�� M�N �\___ �! 5 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 INSTAL�ED 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 BOLT TO CATCH <br /> 2 BASIN WALL WITH STAINlESS STEEL ANCHOR <br /> Z Q BOLTS.ONE STRAP ABOVE AND BELOW OUTLET <br /> � � REQUIRED, INTERMEDIATE STRAPS REQUIRED <br /> FOOT I N G D RAI N _ � � FOR RESTRICTOR RISERS GREATER THAN 12' <br /> 1 � ABOVE OUTLET. <br /> NOT TO SCALE � <br /> � 7. FOR AI.UMINUM ROD LIFT HANDLE ASSEMBLY <br /> BUILDING WALL. REFER 4 i 3 SEE STANDARD DRAWING 416. <br /> TO ARCHITECTURAL j <br /> AND STRUCTURAL DRAWINGS. " <br /> i � <br /> 7 I <br /> DOWNSPOUT OR RAIN LEADER. � <br /> REFER TO ARCHITECTURAL i 6 <br /> DRAW W GS. j I � 11J4" <br /> � <br /> � skilled nursing <br /> PVC CAP. CUT HOLE IN CAP � FLOW FLO_ a d d I t I O I7 S <br /> TO ALLOW DOWNSPOUT/ RAIN �EADER ~ - - — <br /> � <br /> TO PENETRATE WITH Y8" CLEARANCE o � , z <br /> Z i , � 5 <br /> _ , � i N 2235 Lake Heights Drive <br /> � ; Z <br /> � � � � � <br /> � 6 Everett, WA 98208 <br /> o �. <br /> +� � L J � N <br /> � N � <br /> 4' a <br /> a � TYPE 2 CATCH BASIN � <br /> � �54�� DIA MIN CITY OF EVERETT . <br /> � PUBLiC WORKS DEPARTMENT <br /> �6 <br /> FINISHED GRADE '^ ELEVATION <br /> �� <br /> Q p� Uty E�hieer Sectlan Manager CAD Menager Drewn By L�rtent Rev Date <br /> w� ,o� RYAN SASS HEATHER GRIFfIN PAUL WILHELM WRB 03/13/2017 � <br /> � �� DETAIL "A" TYPICAL RESTRICTOR INSTALLATION T"� �""""°�'""'�"° <br /> TYPICAL RESTRICTOR <br /> PROVIDE ALTERNATE FITTINGS a �go INSTALLATION 415 KEYMAP <br /> AS NECESSARY TO AVOID "~` <br /> CONFLICTS WITH FOOTING <br /> d <br /> a <br /> � Beth a� ny <br /> a a of the Northwest <br /> 0.5% a ' <br /> � <br /> (MIN} ELBOW STANDPIPE WALL N0. DATE REVISION <br /> a -� OVERFLOW EL= 453.84 <br /> 4 ° STUB WELDED <br /> a Q a TO STAND PIPE <br /> I <br /> INVERT ELEV PER PLANS OPTIONAL NOTCH WEIR ORIFICE <br /> BUILDING FOUNDATION. REFER EL=453.5f LENGTH=0.28' <br /> TO STRUCTURAL DRAWINGS. ORIFICE PLATE WELDED _ BAND ELBOW TO STUB WIDTH = 0.16' <br /> TfJ STUB.QRIFICE � WITH REMOVABLE WATER <br /> MACHINE-CUT TIGHT COUPLING <br /> DOWNSPOUT CONNECTION �'"— � <br /> ALL PARTSTO BE R-6Q61-T6 ALUMWUM I� �� �� CONST UCTEDNOF CORRUGATED <br /> 2 NOT TO SCALE DETAIL ��A�� SECONDARY ORIFICE DETAIL A ALUMINUM PIPE ALCLAD 3004-H34, <br /> ASSHTO M 197-82(1986)OR EQUAL. ' <br /> m 24"MIN GALVANIZED STEEL WILL NOT BE <br /> 1/2� — I PERMITTED. <br /> � � ALUMINUM LIFT GATE <br /> C.� ¢ <br /> LETTERING <br /> ("STORM"� NOTES: 0 DETAIL"C" <br /> Do PROJECT MANAGER <br /> DRILL &TAP 1. PIPE MATERIAL AS SPECIFIED BY THE ENGINEER. f <br /> (SPLITTING THE SEAM) � INVERT ELEV PER PLANS PR EDCT�ENGINEER <br /> INVERT ELEV PER PLANS 6�� TJM <br /> SET MADE BOLT- I <br /> DOWN WITH 3/8" SS 2. PIPE DIAMETER AS SHOWN PER PLAN. N <br /> ALLEN- HEAD BOLTS - STORM ° ALUMlNUM ROD PROJECT TEAM MEMBERS <br /> 2 PLACES LIFT HANDLE R�S <br /> ASSEMBLY RESTRICTOR PLATE WITH ORIFICE CHECK <br /> 3000 psi C�ASS C ��'6�� DIA=1.75" DCN <br /> CONCRETE (TYP.) <br /> , STAINLESS STEEL <br /> 1/8" RAISE - 1/2" �� PROVIDE � BOLTS WITH ALL 1/4" R-6061-T6 <br /> WIDE BORDER 1 io CHERNEY PLUG ; LOCKING NUTS DIM DESCRIPTION SIZE �A� <br /> ALUMINUM <br /> A OUTLET 18"AND SMALLER 24"AND LARGER <br /> V � LIFT GATE&PIPE, B CLEAN OUT 8"ID 10" ID <br /> 10" �2„ � �—4-3/4' `; SEE DETAIL"B" " " <br /> 3 � 8"OR 12", FOR SIZE C GATE SIZE 8 OPENING 12 OPENING g1STOp� <br /> 9 ��� <br /> �� FIBRE JOINT � � / SEE DETAIL"B" D ANGLE 42°± 34°± ���,OF WAskl,y�,� <br /> 8-3/4 � ��� , . G�o � <br /> � � <br /> PACKING '`Y `y <br /> � \ / � � ' � <br /> � N � /8 z �NVERT DETAIL "B" TYPICAL RESTRICTOR ASSEMBLY Q r � <br /> 45° (1/8) z WELD GATE � .��r <br /> " ' ' ` BEND a ASSEMBLYTO PIPE � 39383 <v� - <br /> F� � o �sst�NAL E���� <br /> �p ; r; o �� ��'CISTERF'0 <br /> ,,..:. .��% ,,�_ < ` � <br /> AS-BUILT DRAIMNG NOTE: <br /> �„ 2_��8„ LIFT GATE SHALL BE CONSTRUCTED OF: n�,�s-aat�r�r��sas <br /> � nut�wa to�a�u�cam�cr aurNas <br /> N 1/4" R-6061-T6ALUMINUM WITH CLOSEDCELL erxceo�aam�aRurEua <br /> 7-3/4" an '�'u'T'�""°e°us'° <br /> � NEOPRENEPERASTM1056-67CHEMICAL CITY OF EVERETT ��������� <br /> = o IqT V81i�1E AS-BIA.T 1idYAll110�lffMED M <br /> $" � RESISTANT(OIL&GREASE),OZONE RESISTANT,-20 ����������� TI� STO RM <br /> 15° = -_________ � �`a TO 180°F SERVICE TEMPERATURE PUBLIC WORKS DEPARTMENT ���s-aNDQi�r��OF <br /> f <br /> --�r 1 z m <br /> II I c9 m <br /> �: ;; ;-+—PLUG TO BE SEALED �� DETAIL "C" LIFT GATE ASSEMBLY & GATE DETAIL ��°� ����°� G°^"�. �.°B� `°��,�,°n° <br /> CAST IRON RING AND COVER - ------------- ° ' �� TR�RYANSA55 HEATHERGRIPPIN PAULWILHELM WRB 03/0$/2017 DRAINAGE AND <br /> -�`� IN SAME MANNER AS Y� STANQqPO�MWINGNo, <br /> MAIN SEWER JOINTS ��' Civil Engineers - <br /> YUk LIFT GATE ASSEMBLY & 416 � ` UTILITY DETAILS <br /> SECONDARY ORIFICE DETAIL Structural Engineers <br /> �ga ` <br /> Landscape Architects �:'� ` <br /> Community Planners <br /> Nafural Resource Ecologists <br /> STORM DRAINAGE CLEANOUT � � ��� PRo�E�TNo <br /> 3 NOT TO SCALE �a�Surveyors <br /> �►ei hbors 18.03-01 <br /> CONTROL STRUCTURE °p� <br /> 4 NOT TO SCALE � = 6/8/20T 20 PAn� <br /> � <br /> Q � T A C O M A • S E A T T L E <br /> �Q S P O K A N E • T R I - C I T 1 E S SIiEET NUMBER <br /> �� 2215 North 3Qth Street, Suite 300 Tacoma, WA 98403 <br /> 253.3832422 TE� 253.383.2572 FAx www.ahbl.com wEa <br /> Know what's b@�OW. ' <br /> C111 before you dig. AS-BU I LT PERMIT SET <br /> DATE: June 8, 2020 FILENAME: Q:\2018\2180406\10_CIV�CAD\2180406-SH-STRM.dwg COPYRIGHT O 2018 shoesmith cox architects <br />