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SURFACING PER PLAN �� <br /> R pl-AN I <br /> PE __ _ - shoesmith <br /> NOTES <br /> _.,, _ FREE-DRAINING GRANULAR <br /> _ •ki T� 1. INSTALL CATCH BASIN TOP, FRAME,GRATE AND <br /> ROOF DRAIN (TYP.). DO NOT %i►4�a1 I'taC BACKFILL PER WSDOT STANDARD <br /> rj SECTIONS SO THAT LIFT GATE IS VISIBLE <br /> C 0 X <br /> CONNECT WITH FOOTING \�;•�;'�;'�; SPECIFICATION 9-03.14(1) O THROUGH OPENING AND STEPS CLEAR INLET AND <br /> DRAIN LINE. - ,.00,0 <br /> .���•• C RESTRICTOR UNIT.oIwage, o -� 'L GROUT architectsi <br /> MIRAFI 140N NON-WOVEN GEOTEXTILE --i- ti•••••••••ce lap /a FOUNDATION - REFER TO ` � 2. INSTALL LOCKING FRAME AND GRATE OR COVER <br /> `\ AND COVESEE DR PEDR STANDARD DRAWNG 610 S DRAWINGS 405 OR 610. ME1928 43rd Ave E., Ste A <br /> FABRIC OR APPROVED EQUIVALENT �•��'� STRUCTURAL DRAWINGS Seattle , WA 9 8 1 1 2 <br /> PLACED A MINIMUM OF 6" FROM FOOTING - A,:ate,:a 2 ( 2 0 6 ) 4 5 3 - 4 0 5 3 <br /> REQUIRED IF INSTALLATION IS NOT IN PAVED <br /> AREA OR IS NOT TO FUNCTION AS A CATCH <br /> � FLOW � � 1IIIII FLOW BASIN. shoesmithcox . com <br /> DRAIN PIPE. FILL AREA BETWEEN FABRIC — �Lja �a _ <br /> AND PIPE WITH AGGREGATE ALTER BLANKET. , <br /> 4" PERFORATED PVC SDR35 • ® (', --- 3. RESTRICTOR ASSEMBLY SEE DETAIL B AND <br /> WITH PERFORATIONS DOWN _ PI' 1----'''''::" l STANDARD DRAWING 416, DETAIL C. <br /> vi�,.;: :,:.:;�. :....; ..... _ GROUT �� � <br /> AGGREGATE FILTER BLANKET IT —_ <br /> PER WSDOT STANDARD III II I 24 MIN 5 4. FOR STEPS SEE STANDARD DRAWING 609. <br /> SPECIFICATION 9-03.12(4) CLEARANCE 5. BAND STRAP WITH GASKET. <br /> DRAIN INVERT TO BE INSTALLED NO MORE FROM ALL PLAN <br /> THAN 8"ABOVE OR BELOW THE BASE OF THE APPURTENANCES <br /> 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 cc BOLTS. ONE STRAP ABOVE AND BELOW OUTLET <br /> / .- ;.15 REQUIRED, INTERMEDIATE STRAPS REQUIRED <br /> FOOTING DRAIN <br /> in v FOR RESTRICTOR RISERS GREATER THAN 12' <br /> I� ABOVE OUTLET. <br /> 1 <br /> NOT TO SCALE J I 7. FOR ALUMINUM ROD LIFT HANDLE ASSEMBLY <br /> O SEE STANDARD DRAWING 416. <br /> BUILDING WALL. REFER <br /> TO ARCHITECTURAL 4 - <br /> AND STRUCTURAL DRAWINGS. <br /> ° M <br /> 7 <br /> DOWNSPOUT OR RAIN LEADER. O <br /> REFER TO ARCHITECTURAL , <br /> bethany <br /> DRAWINGS. 4— G� 11/4" <br /> skilled nursing <br /> FLOW ''-----k <br /> FLOW additions <br /> 0 <br /> PVC CAP. CUT HOLE IN CAP a `� <br /> TO ALLOW DOWNSPOUT/ RAIN LEADER x - - - — z - <br /> TO PENETRATE WITH YB" CLEARANCE 3 J. <br /> z l I I A N 2235 Lake Heights Drive <br /> 9-i I , I Everett, WA 98208 <br /> (L� o O N <br /> v ZITt - <br /> a N <br /> d H TYPE2CATCH BASIN CITY OF EVERETT <br /> a 54 DIA MIN <br /> �m ELEVATION PUBLIC WORKS DEPARTMENT <br /> FINISHED GRADE "' <br /> a o o ERYAN SASS HEATHERgGRIFFIN CAD <br /> PAUL WILHELM D. RB eoo Re was <br /> 03 13 2017 <br /> 4 `6'm THE $ANDARDDRAWINGNo. <br /> w� DETAIL "A" TYPICAL RESTRICTOR INSTALLATION TYPICAL RESTRICTOR <br /> PROVIDE ALTERNATE FITTINGS Ago INSTALLATION 415 KEYMAP <br /> AS NECESSARY TO AVOID . a " a <br /> CONFLICTS WITH FOOTING <br /> da __ Bethany <br /> ,, ._, of the Northwest <br /> d <br /> d <br /> 0.5% a NO. DATE REVISION <br /> (MIN) ELBOW STANDPIPE WALL — OVERFLOW EL-_ 453.84 DOH CRS <br /> ..-1a a STUB WELDED 1 01-28-2019 RESPONSE pi <br /> d TO STAND PIPE CITY OF EVERETT <br /> e, a d d I 3 03.29-2019 RESPONSE n 1 (BLDG) <br /> INVERT ELEV PER PLANS - OPTIONAL NOTCH WEIR ORIFICE <br /> BUILDING FOUNDATION. REFER —V ORIFICE PLATE WELDED EL=453.56 LENGTH=0.28' CITY OF EVERETT <br /> TO STRUCTURAL DRAWINGS. TO STUB.ORIFICE BAND ELBOW TO STUB WIDTH = 0.16' 4 04.29-2019 RESPONSE Q 1 (PW) <br /> MACHINE-CUT 1D WITH REMOVABLE WATER RESPONSE 02(PV\� <br /> TIGHT COUPLING 5 05.31-2019 CITY OF EVERETT <br /> ORIFICE INVERT CL- <br /> DOWNS PO T CONNECTION ALL PARTS TO BE R 6061 T6 ALUMINUM DIA CONSTRU°CTEDNO SHALL CORRUGATEDBE <br /> 0NOT TO SCALE DETAIL A SECONDARY ORIFICE DETAIL A <br /> ALUMINUM PIPE ALCLAD 3004 H34, <br /> ASSHTO M 197-82(1986)OR EQUAL. <br /> m 24"MIN I GALVANIZED STEEL WILL NOT BE <br /> ' PERMITTED. <br /> -01 1/2" ALUMINUM LIFT GATE 1 �/ <br /> LETTERING D° K I <br /> 1111W ("STORM") NOTES❑ << �) <br /> DRILL I' �TAP DETAIL"C" I PROJECT MANAGER <br /> 1. PIPE MATERIAL AS SPECIFIED BY THE ENGINEER. I IA \_ LDO <br /> (SPLITTING THE SEAM) �1���r*" ',,v. <br /> SET MADE BOLT- i1�11111111111111111♦I'� PLAN. INVERT ELEV PER PLANS _ INVERT ELEV PER PLANS PROJECT ENGINEER <br /> 6„ i � <br /> i <br /> � 1111� 2. PIPE DIAMETER AS SHOWN PER DOWN WITH 3/8" SS111t1A•AA1AA,111 N PROJECT TEAM MEMBERS <br /> 0 '111STORM .I, o ALUMINUM ROD <br /> ALLEN- HEAD BOLTS - 111�......:111�E - -� RES <br /> N11111111111� LIFT HANDLE <br /> 2 PLACES ��111111111111111111111�� CHECK <br /> ASSEMBLY RESTRICTOR PLATE WITH ORIFICE DCN <br /> �1i1 �jA,�� <br /> 3000 psi CLASS C 1 -6 DIA=1.75" <br /> CONCRETE (TYP.) I STAINLESS STEEL <br /> 1/8" RAISE - 1/2" 4trompl ....icer•:-/AMIIIIII <br /> 1 Ii►�II ► PROVIDE Q BOLTS WITH ALL 1/4" R-6061-T6 <br /> WIDE BORDER co CHERNEY PLUG LOCKING NUTS ALUMINUM DIM DESCRIPTION SIZE SEAL <br /> 1" - A OUTLET 18"AND SMALLER 24"AND LARGER <br /> I-�—4-3/4" LIFT GATE&PIPE, <br /> B CLEAN OUT 8" ID 10" ID <br /> 10" 12" #AW4 SEE DETAIL"B° g"OR 12", FOR SIZE C GATE SIZE 8" OPENING 12"OPENING ��,�5�0 f�L�' <br /> g' �� SEE DETAIL"B" D ANGLE 42°± 34 ± �4.of A rNc�� <br /> 83/4" FIBRE JOINT / y <br /> PACKING o <br /> w . o+r�' O <br /> N 3 INVERT DETAIL "B" TYPICAL RESTRICTOR ASSEMBLY -ice <br /> /s <br /> 45 (1/8) WELD GATE <br /> �y<�y.,tfsf�., ,�� BEND149 r, <br /> � � o ASSEMBLY TO PIPE �'f'���s8�3ts��g9G`�%w <br /> m. <br /> ZONAL <br /> , /' cc <br /> LIFT GATE SHALL BE CONSTRUCTED OF: 5/31/2019 <br /> 7" 2-7/8" 1/4" R-6061-T6 ALUMINUM WITH CLOSED CELL <br /> 7-3/4" Z NEOPRENE PER ASTM 1056-67 CHEMICAL ° CITY OF EVERETT 71TLE <br /> S RESISTANT(OIL&GREASE),OZONE RESISTANT, 20 STORM <br /> 8" 4.T." <br /> - Z m TO 180° F SERVICE TEMPERATURE PUBLIC WORKS DEPARTMENT <br /> 15" u I oM <br /> l..---PLUG TO BE SEALED w� �� I� <br /> DETAIL C LIFT GATE ASSEMBLY & GATE DETAIL '''''lA<er Frail <br /> ect M g CADN g '\ZIP NrtentR•g7 DRAINAGE AND <br /> .r..4„., '• 1--J IN SAME MANNER AS �� 'MI SASS HEATHER GRIFFIN PAULWILHELM WRB STANDARD DRAWING No. <br /> CAST IRON RING AND CO'_ ,ER , E o3/08/20No <br /> MAIN SEWER JOINTS LIFT GATE ASSEMBLY & Civil Engineers <br /> g g IITILIT DETAILS <br /> to SECONDARY ORIFICE DETAIL 416 Structural Engineers <br /> o Landscape Architects ■ <br /> I r Community Planners <br /> I lip <br /> STORM DRAINAGE C L EA N O TCI <br /> Natural Resource Ecologists <br /> Land Surveyors1111r NMI PROJECT N0. <br /> Neighbors 18.03-01 <br /> NOT TO SCALE CONTROL STR CT RE DATE201$ <br /> (/e ;::[E \ 4 NOT TO SCALE A Fl B L <br /> PROJECT NETWORK PATH <br /> 0 <br /> 04 TACOMA • SEATTLE <br /> SPOKANE • TRI - CITIES SHEET NUMBER <br /> Qo 2215 North 30th Street, Suite 300 Tacoma,WA 98403 <br /> 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB <br /> Know what's below. <br /> C 3 • 1 1 <br /> Call before dig. NOT FOR CONSTRUCTION PERMIT SET <br /> you <br /> COPYRIGHT© 2018 shoesmith cox architects <br /> DATE: May 30, 2019 FILENAME: Q:\2018\2180406\10_CIV\CAD\2180406-SH-STRM.dwg <br />