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4. <br />— <br />B DETAIL A NOTES NOTES <br />- -' r!, 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL 1. 8" PVC THREADED PLUG MAYBE SUBSTITUTED FOR <br />FRAMES, CRATES AND COVERS. PROVIDE TWO <br />HOLES IN THE FRAME THAT ARE VERTICALLY <br />CAST IRON RING AND OVER IN LANDSCAPING AREA. <br />L Cf� ALIGNED WITH THE GRATE OR COVER SLOTS. THE <br />- FRAME SHALL ACCEPT THE 5/8" -11. NC X 2„ <br />I 1 t <</ f <br />t;; STAINLESS STEEL RECESSED PPLEN HEAR CAP SCREW ' <br />" / BEING TAPPED, OR OTHER APPROVED MECFIANISM, 1/2" <br />Q <br />� t Ln , r LOCATION OF BOLT DOWN HOLES VARIES BY 1 -- <br />- r "..- / MA UFACTU€tER.A. <br />tl <br />9 s" RAISED SQUARES,. 24' <br />OFF 2. REFER TOWSDOT STANDARD SPECIFICATION j <br />FE <br />vs `� — 3 J4°' APART, 1%$1e HIGH <br />t <br />✓ 9-05.15 2 ANC? DESIGN CONSTRUCTION <br />Ln <br />{ ) <br />r `✓ STANDARDS AND SPECIFICATIONS SECTION 4 FOR <br />LiL z --'— 1 `'1../ ADDITIONAL REQUIREMENTS, <br />�` - q <br />erg _ I 3. FOR FRAME DETAILS, SEE STANDARD DRAWINGS � ' � � � ` � � 121e t ° <br />- __�. <br />cn 406 AND 407< ! f' , / � �i 1 <br />OR_!15 a sfpE:A ., FLOW �f' 4. ALL CRATES MUST BE STENCILED OR STAMPED � Q, <br />�yam/ <br />.te r+( { " 43 " I <br />"LUMP NO WASTE, DRAINS TO % WHERE TIDE FIBER JOINT i!// R i <br />B SECTIONRQB ISOMETRIC BLANK sk�ALLBEFILLEf31NWITH "STREAM", LAKE', � . I� �I,� �' PACKING � <br />¢ „ "RIVER" "PUCET SOUND", OR "WETLAND" AS \\\\ '- % z <br />24 _ 45 BEND <br />< APPLICABLE TO THE LOCATION WHERE THE CRATE IS � <br />7 OR 8 EQUAL SPACES <br />cu <br />A DIRECTIONo� Low TO 13E INSTALLED. <br />-- - <br />UP <br />/ f- f f RAISEDIBO3RI38 HIGH lre <br />r /l G / %/: <br />`;- .% r'. <br />SECTION A®A STANDARD DIRECTIONAL GRATE <br />ca <br />PLAT <br />LL <br />w DETAIL A - <br />a <br />Q:: _ <br />3 4e, <br />8 <br />I T: <br />® _ ��✓z <br />I <br />*. <br />C ' t .<. - - Old r .: <br />7L418 <br />o <br />lam- _0SECTION E-E <br />® U� ` 'i' <br />� (SEE , <br />__ E N 1 <br />_ IY e <br />�} WSDOT STD PLAN 8-30.30-01 AND B-30.40-01, ACCEPTABLE I <br />MUST BE STAINLESS STEEL <br />z <br />_ SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN SCREWS <br />z o, ' — e <br />12 <br />- �r qj/� qq :€?R A'NS TO STREA4i ' 3 j4„ c7 S'dS8AND �A <br />TO <br />a,T NOT V <br />�' a ISOM1 /Ate v 15„ <br />®x x a CITY OF EVERETT FIRST S 0 312012020 <br />to t 91 <br />EVERETT <br />o B LT-D SLOT � 0 „ <br />Bo 4 EQUAL SPACES 4 EQUAL SPACES � � p SC o noin: <br />PUBLIC R T9� <br />DETAIL A r0 SECTI A -A <br />ra <br />>.e�-,n/s rF.w/:.G 1�D1/03/201J CAST IRON RING COVER PROJECT <br />RO C t O.ftYAMSASS 'H,F`ATHERcRi€fNPAULWLHfL?9 <br />RYAN <br />Q a VANE GRATES �� <br />INCH S T RATER <br />� Leg 421 <br />SECTION _ BI-DIRECTIONAL OPTI i FOR CATCH ASIN 0R INLET 411 nay LEAN -OUT <br />®® ,.� <br />CN CA <br />NCN <br />� co <br />rn a718 <br />ca <br />ca r� <br />oco OF 21 <br />.. r,,, ... _. ... r s. _.: �n. a .._ �r'. p: ti„.., . �.,.�.._ ., ::. -..�-....,,w' -..: -.� .e ,<.: .. �•,, „�, ....,v.N ,.>, ;a,�-,� :.3 �< ., �� �:xx� .sar „ � � . y ,�.. , ,, -max'.- ��., <br />�fa. <br />