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43 BAR EACH CORNER <br />#3 BAR HOOP -- <br />#3 BAR EACH SIDE <br />#3 BAR EACH WAY <br />FL( <br />TYPE 2 CAT_CH BASIN <br />54' DIA MIN <br />2", 4", 6", 12" OR 24" <br />�— ONE #3 BAR HOOP FOR 6" HEIGHT <br />INCREMENT, SPACED EQUALLY <br />RECTANGULAR ADJUSTMENT SECTION <br />PRECAST BASE SECTION <br />#3 BAP. E <br />CORNER <br />18" MIN <br />#3 BAR H <br />P:\WORK\PROJECT S\2018\18-141 EMORY'S\CE\DWG\SHEETS\C3.0 STORM DRAINAGE PLAN & PROFILES.DWG 10/23/2019 <br />r <br />J <br />PIPE ALLOWANCES <br />- <br />MAXIK UK <br />PIPE MATERIAL <br />INSIDE <br />DIAMETER <br />REINFORCED OR <br />12„ <br />PLAIN CONCRETE <br />ALL METAL PIPE <br />15" <br />*CPSSP <br />(WSDOT STD. SPEC. 9-05.20) <br />12" <br />SOLID WALL PVC <br />15" <br />WSDOT STD, SPEC. 9-05.12(1)) <br />PROFILE WALL PVC <br />15" <br />WSDOT STD. SPEC. 9-05.12 2 <br />* CORRUGATED POLYETHYLENE <br />STORM SEWER PIPE <br />ALTERI'TATIVE PRECAST BASE <br />SECTION <br />(SEE NOTE 1) <br />s-":z. „"=s � � ^s,-Y �, � .��,: � aT. :t� <br />tt'" }' AA `y ktI'Lle 44 a� ,..e c. 7"'s'rf <br />z re tv. r ; <br />NOTES <br />1. INSTALL CATCH BASIN TOP, FRAME, GRATE AND <br />SECTIONS SO THAT LIFT GATE IS VISIBLE <br />THROUGH OPENING AND STEPS CLEAR INLET AND <br />RESTRICTOR UNIT. CONCRETE WALLS PER z <br />STRUCTURAL DRAWINGS <br />2. INSTALL LOCKING FRAME AND GRATE OR COVER <br />SEE STANDARD DRAWINGS 405 OR 610, FRAME <br />AND COVER PER STANDARD DRAWING 610 IS B B <br />REQUIRED IF INSTALLATION IS NOT IN PAVED <br />AREA OR IS NOT TO FUNCTION AS A CATCHLU <br />BASIN. SEDIMENT STORAGE <br />B <br />3. RESTRICTOR ASSEMBLY SEE DETAIL BAND B `31 ®®O C> O O CELL, (NO PLANTINGS) LU <br />STANDARD DRAWING 416, DETAIL C. B <br />4. FOR STEPS SEE STANDARD DRAWING 609. <br />5. BAND STRAP WITH GASKET. <br />6. SECURE RESTRICTOR TO CATCH BASIN WITH 8 ° ° B B B B B ` ©<,>/�� <br />GAUGE ALUMINUM STRAPS AND BOLT i0 CATCH <br />° ® ® ® 6 B B B B O O �/ 0 <br />BASIN WALL WITH STAINLESS STEEL ANCHOR REVISIONS <br />BOLTS. ONE STRAP ABOVE AND BELOW OUTLET <br />REQUIRED, INTERMEDIATE STRAPS REQUIRED cm <br />FOR RESTRICTOR RISERS GREATER THAN 12' <br />ABOVE OUTLET. <br />PLANTLI �. <br />7. FOR ALUMINUM ROD LIFT HANDLE ASSEMBLY - _.In Lo <br />SEE STANDARD DRAWING 416. <br />SYMBOL QNTY. SCIENTIFIC NAME COMMON NAME PLANTING SIZE COMMENTS _ <br />24 SCIRPUS ACUTUS HARDSTEM BULRUSH 1-GAL. 24" O/C <br />° <br />39 SCIRPUS MICR®CARPUS SMALL -FRUITED BULRUSH 1-GAL. 24" O/C <br />B 42 SPARGANIUM EMERSUM BURREED I -GAL. 24" O/C <br />34 SPARGANIUM EURYCARPUM EURREED 1-GAL. 24" O/C LL <br />VERONICA SP. MARSH SPEEDWELL 4"POTS 12" O.C. <br />NOTES: ALL 1-GAL. AND 4" POTS SMALL BE TRIANGULARLY SPACED <br />f_ <br />PLANTTER D <br />To �4 n�a <br />SCALE; 1" s 1®'®o°o <br />dImA­ <br />CITYOFEVERETT <br />f <br />V° ME P ' LIB WORKS DEPARTMENT <br />c yen€gee. s.zroma M 'PA" ae�- ,. Reoate a <br />RYAN SASS HEATHER GRIFFIN PAUL WILHELM WRB 03/13/2017 (,, <br />TITLEca <br />TYPICAL RESTRICTOR <br />ANDARDOAAWNGNo <br />$. <br />to <br />INSTALLATION 15 I� pX LU <br />— <br />A <br />6 <br />NOTES <br />1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR <br />SHOWN IN THE PRECAST BASE SECTION, FIBERS <br />(PLACED ACCORDING TO THE WSDOT STANDARD <br />SPECIFICATIONS), OR WIRE MESH HAVING A <br />MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT <br />SHALL BE USED WITH THE MINIMUM REQUIRED <br />REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE <br />SECTION. WIRE MESH SHALL NOT BE PLACED IN THE <br />KNOCKOUTS. <br />2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER <br />THAN 18". KNOCKOUTS SHALL HAVE A WALL <br />THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. <br />PROVIDE A 1.5" MINIMUM GAP BETWEEN THE <br />KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. <br />AFTER. THE PIPE IS INSTALLED, FILL THE GAP WITH <br />JOINT MORTAR IN ACCORDANCE WITH WSDOT <br />STANDARD SPECIFICATION 9-04.3. <br />3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE <br />TO THE LOWEST PIPE INVERT SHALL BE 5.51. <br />4. THE FRAME AND GRATE MAY BE INSTALLED WITH <br />THE FLANGE DOWN, OR INTEGRALLY CAST INTO THE <br />ADJUSTMENT SECTION WITH FLANGE UP. <br />5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED <br />FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE <br />OF 1:24 OR STEEPER. <br />6. THE OPENING SHALL BE MEASURED AT THE TOP OF <br />THE PRECAST BASE SECTION, <br />7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER <br />THE BASIN HAS BEEN PLACED. <br />FRAME AND VANED GRATE <br />WSDOT STD PLAN B-5.60-01 ACCEPTABLE SUBSTITUTE <br />04 51 <br />CITY OF EVERETT <br />�,�'­',HVEIPETT PUBLIC WORKS DEPARTMENT <br />e- e�s:�ee. s o�n'a�.ae. uo M3wse� o.am ey emren�a�UDere <br />RYAN SASS HEATHER GRIFFIN PAUL WILHELfiM1 WRB 03/07/2017 <br />rrE <br />STANDAF.6 UP.AWtM1G No. <br />CATCH BASIN TYPE 1P 404 <br />(FOR PARKING LOT) <br />Im <br />�5197 <br />1 N <br />�AI� <br />Uj <br />Mom <br />Uj <br />Uj <br />DATE- <br />7®1 ®1 <br />JOB <br />-1 1 <br />Know what's elOW. <br />Call before you dig. <br />C3ml <br />UNPUBLISHED WORK COPYRIGHT ©2019 BY HARMSEN & ASSOCIATES INC. <br />