Laserfiche WebLink
FRAME AND VANED GRATE <br />sa <br />2", 4", 6", 12" OR Z4" <br />ONE #3 BAR HOOP FOR 6" HEIGHT <br />INCREMENT, SPACED EQUALLY <br />RECTANGULAR ADJUSTMENT SECTION <br />zti <br />#3 BAR EACH <br />CORNER <br />#3 BAR HOOP <br />#3 BAR EACH SIDE <br />#3 BAR EACH WAY <br />PRECAST BASE SECTION <br />TYPE A-1 CURB <br />& GUTTER <br />SEE STANDARD <br />DRAWING 307 <br />SOLID BRICKS 0 <br />RECTANGULAR <br />ADJUSTMENT S­1. 1. <br />#3 BAR EACH <br />CORNER <br />18" MIN <br />#3 BAR HOOP <br />PIPE ALLOWANCES <br />MAXIMUM <br />PIPE MATERIAL <br />INSIDE <br />DIAMETER <br />REINFORCED OR <br />1214 <br />PLAIN CONCRETE <br />ALL METAL PIPE <br />1511 <br />*CPSSP <br />(WSDOT STD. SPEC, 9-05.20) <br />1211 <br />SOLID WALL PVC <br />1511 <br />WSDOT STD. SPEC 9-05.12 1 <br />PROFILE WALL PVC <br />15„ <br />WSDOT STD. SPEC. 9-05.12 2 <br />* CORRUGATED PCLYETHYLENE <br />STORM SEWER PIPE <br />ALTERNATIVE PRECAST BASE SECTION <br />(SEE NOTE 1) <br />CATCH BASIN TYPE 1 <br />NTS <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 TIE 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 20". 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 STANDARD <br />WSDOT 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 SHA_L BE GROUTED FULL AFTER <br />THE BASIN HAS BEEN PLACED. <br />L�.'[�7I����i]1�,1►[-�-�11�)��>t�Hi�l�liC,11>E�Y�Ii��11t�>Ira <br />CITY OF EVERETT <br />PUBLIC WORKS 4DDEPARTMENT WT <br />E RYAN SASS HEATHHE GRIFFIN PAU'"N&HELM '_WRB �6i72017 <br />nn� <br />sann."o o�wvnww. <br />CATCH BASIN TYPE 1 402 <br />C4.00 <br />NOTES <br />E AND GRATE SHALL BE INSTALLED WITHIN ± 1/4" <br />JSH WITH FINISHED GRADE. <br />IT FRAME AND GRATE TO <br />H PAVEMENT SLOPE. <br />MATCH EXISTING SLOPE OF <br />GUTTER OR STREET CROWN <br />FRAME, SEE STANDARD <br />DRAWING 406 <br />PLASTIC SHIM STIR PS <br />(MEADOW BURKE. DAYTON <br />SUPERIOR OR EQLAQ WOOD <br />WEDGES/SHIMS ARE NOT ALLOWED <br />GROUT BETWEEN SHIMS WITH <br />4000 PSI CEMENTCONCRETE <br />SOLID BRICKS OR <br />RECTANGULAR <br />ADJUSTMENT SECTION, <br />SEE STANDARD <br />❑RAWINGS 401, 402, <br />403 OR 404. <br />OLCITY OF EVERETT <br />T PUBLIC WORKS DEPARTMENT <br />ORSeeBs Ma : _ CAOMe qel ooizol7 <br />RSASS HEATHERGRIFFIN PAULWILHELM WRB <br />Iii1F srw".x""vnmaa.m. <br />TYPICAL FRAME AND <br />GRATE INSTALLATION 407 <br />FLAT SLAB TOP <br />0 <br />SEE TABLE <br />1i1 <br />U <br />z <br />xa <br />az <br />= z <br />o <br />Ln g <br />w o <br />0 a FLOW <br />`r FLOW �- <br />0 <br />"0" RING <br />MORTAR 1211 <br />FILLET <br />zj <br />CATCH BASIN FRAME AND <br />VANED GRATE OR <br />MANHOLE RING AND COVER <br />RECTANGULAR ADJUSTMENT <br />SECTION OR CIRCULAR <br />ADJUSTMENT SECTION <br />STEPS OR <br />LADDER <br />MORTAR TYP <br />a xQ# REINFORCING <br />STEEL TYP <br />� N <br />n e"T 1211 <br />INTEGRAL BASE <br />PRECAST WITH RISER <br />(48" TO 72" ONLY) GRAVEL <br />BACKFILL FOR <br />PIPE ZONE <br />BEDDING <br />SEPARATE BASE GRAVEL BACKFILL FOR <br />CAST -IN -PLACE PIPE ZONE BEDDING <br />24'1 <br />B <br />A <br />2 112" DIA <br />HOLE <br />C <br />DETAIL A <br />C <br />444� <br />�4Q4 <br />a4�� <br />�4�4 <br />4 3/4" rL <br />B� <br />TOP <br />5tC I IUN A -A <br />ISOMETRIC <br />PIPE ALLOWANCES <br />CATCH <br />PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER <br />BASIN <br />DIAMETER <br />CONCRETE <br />ALL <br />METAL <br />CPSSP <br />(a) <br />SOLID <br />WALL <br />PVC (h) <br />)ROFILE <br />WALL <br />PVC c) <br />48" <br />24' <br />30" <br />24" <br />30" <br />30" <br />5411 <br />30' <br />36" <br />30" <br />3611 <br />36'E <br />6011 <br />36' <br />4211 <br />361E <br />4211 <br />w 2,1 <br />72" <br />42' <br />54" <br />4211 <br />4811 <br />481" <br />8411 <br />54' <br />601E <br />5411 <br />4811 <br />4811 <br />961' <br />60' <br />721E <br />fi01E <br />4811 <br />4811 <br />a. CORRUGATED POLYETHYLENE STORM SEWER PIP WSDOT <br />STANDARD PLAN 9-05.20. <br />b. WSDOT STANDARD PLAN 9-05.12(1). <br />C. WSDOT STANDARD PLAN 9-05.12(2). <br />CATCH BASIN DIMENSIONS <br />CATCH <br />BASIN <br />DIAMETER <br />WALL <br />THICKNESS <br />BASE <br />THICKNESS <br />MAXIMUM <br />KNOCKOUT <br />SIZE <br />MINIMUM <br />DISTANCE <br />BETWEEN <br />KNOCKOUTS <br />4811 <br />■IE <br />61E <br />36E1 <br />311 <br />54„ <br />4.511 <br />p1E <br />C811 <br />4211 <br />311 <br />6011 <br />511 <br />4811 <br />3,1 <br />7211 <br />611 <br />811 <br />60" <br />q V <br />11111 <br />A <br />8411 <br />811 <br />12,1 <br />72" <br />9511 <br />811 <br />12" <br />mill1)11 <br />CATCH BASIN TYPE 2 <br />A <br />NTS <br />SECTION B-B <br />rL <br />31� <br />1 1/4'1 <br />BOLT -DOWN SLOT <br />DETAIL A <br />rL <br />Ln <br />N <br />26" R <br />(SEE NOTE 2) <br />SECTION D-D <br />(SEE NOTE 1) <br />' /A11 MIA I- r <br />LIFT HANDLE <br />SECTION C-C <br />NOTES <br />1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR <br />LESS. <br />2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY <br />BE SLOPED TO FACILITATE CLEANING. <br />3. THE RECTANGULAR FRAME AND GRATE MAY BE <br />INSTALLED WITH THE FLANGE UP OR DOWN. THE <br />FRAME MAY BE CAST INTO THE ADJUSTMENT <br />SECTION, <br />4. KNOCKCUTS SHALL HAVE A WALL THICKNESS OF <br />2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A <br />1.5" MINIMUM GAP BETWEEN THE KNOCKOUT <br />WALL AND THE OUTSIDE OF THE PIPE. AFT-R THE <br />PIPE IS INSTALLED, FILL THE GAP WITH JOINT <br />MORTAR IN ACCORDANCE WITH WSDOT <br />STANDARD SPECIFICATION 9-04.3. <br />5. CONCRETE STRUCTURE SHALL MEET THE <br />REQUIREMENTS OF AASHTO M199, <br />6. FOR MANHOLE COVER SEE STANDARD DRAWING <br />610 AND 611. REFER TO DESIGN AND <br />CONSTRJCTION STANDARDS AND <br />SPECIFICATIONS SECTION 4 FOR ADDITIONAL <br />REQUIREMENTS. <br />7. STEPS PER STANDARD DRAWING 609. <br />WSDOT STD PLAN B-10.20-01 ACCEPTABLE SUBSTITUTE <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />Gty E, h,- Sneio•M.ne�n CAD wAl., D1awn.y <br />RYAN SASS FEATHERGRIFFIN PAUILWILHELM WRB 0 I07/20 7 <br />CATCH BASIN TYPE 2 405 <br />2 <br />C4.00 <br />NOTES <br />1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL <br />FRAMES GRATES AND COVERS. PROVIDE TINO <br />HOLES IN THE FRAME THAT ARE VERTICALLY <br />ALIGNED WITH THE GRATE OR COVER SLOTS. <br />THE FRAME SHALL ACCEPT THE 5/8" - 11 NC X <br />2" STAINLESS STEEL RECESSED ALLEN HEAD CAP <br />SCREW BEING TAPPED, OR OTHER APPROVED <br />MECHANISM, LOCATION OF BOLT DOWN <br />HOLES VARIES BY MANUFACTURER. <br />2. ALTERNATIVE REINFORCING DESIGNS ARE <br />ACCEPTABLE IN LIEU OF THE RIB DESIGN. <br />3. REFER TO WSDOT STANDARD SPECIFICATION <br />9-05.15(2) AND DESIGN CONSTRUCTION <br />STANDARDS AND SPECIFICATIONS SECTION 4 <br />FOR ADDITIONAL REQUIREMENTS. <br />4. FOR FRAME DETAILS, SEE STANDARD DRAWING <br />406. <br />1 WSDOT STD PLAN B-30.20-02, ACCEPTABLE <br />T SUBSTITUTE EXCEPT ALL STEEL RECESSES ALLEN <br />SCREWS MUST BE STAINLESS STEE_ <br />STAINLESS STEEL <br />1/2" ❑IA BCLT CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />Lily E�un � 5ati.n i RG um=1 W ow.n ev <br />RYAN SA55 'H:ATHER GRIFFIN PAl1L WILHELM WRB 17 <br />SOLID COVER <br />cnD rA-rrw RACIAI nD IAII CT 410 <br />TYPICAL FRAME AND GRATE INSTALLATION 3 SOLID OVER 4 <br />NTS C4.Od NTS C4.dd <br />1 3/30/22 TJP KEC JDE CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY <br />SHEET <br />a AST/KWP TIP F8two <br />a II $'I 'I ��ti �� SASkq.� 7800 EVERGREEN 1NAY EVERETT <br />CHECKED BY APPROVED BY bU3iness days 1601 5th Avenue, Suite 1600�KEC JDEfore you dig Seattle, WA 98101 <br />DATE <br />206.622.5$22 <br />03/30/2022 1Tffwwv.kpff.com 31745 STORM DRAINAGE DETAILS <br />'�o,� 'P��ISTL�' �w <br />I lb <br />SCALE: �'ssrorrnL <br />C4.20 <br />0 NO. DATE BY CHID. APPR. REVISION J 0 B No.: 2100507 AS SHOWN 03/31/2022 <br />