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NOTES <br />1. FRAME AND GRATE SHALL BE INSTALLED WITHIN t 1/4" <br />OF FLUSH WITH FINISHED GRADE. <br />LL <br />0 : <br />2. ADJUST F TO E AND GRATE T <br />MATCH PAVEMENT APE. <br />e <br />0 <br />00 <br />00 <br />0 <br />- _ <br />PLASTIC SHIM STRIPS <br />(MEADOW BURKE, DAYTON <br />r+' J <br />a T SUPERIOR OR EQUAL) WOOD <br />WEDGES/SHIMSARE NOT ALLOWED <br />d <br />CRATE SEE <br />STANDARD <br />A DRAWINGS GROUT BETWEEN .SHIMS WITI"I <br />409,410 & 411 4000 P s1 aMENTCONCRETE <br />TYPE A-1 CURB ��:����� <br />s.. SOLID BRICKS OR <br />& GUTTER RECTANGULAR <br />I SEE STANDARD ADJUSTMENT SECTION, <br />DRAWING 307 SEE STANDARD <br />DRAWINGS 401, 402, <br />1 <br />SOLID BRICKS OR 409 OR 404. <br />RECTANGULAR <br />ADJUSTMENT SECTION <br />f <br />CITY OF EVE"'" <br />PUSUC WORKS DEPARTMENT <br />TI�IGAL FRAIE AND <br />GRATE INSTALLATION 4O7 <br />TYPICAL FRAME AND GRATE INSTALLATION <br />is <br />291/4" <br />TOP <br />24 11W' <br />�a <br />SECTION A -A <br />,, RECTANGULAR FRAME <br />1/s" NOTES <br />5/8 lc 114" 1. THIS FRAME IS DESIGNED TO ACCOMMODATE <br />20"X24" GRATES OR COVERS AS SHOWN ON <br />STANDARD DRAWINGS 409, 410 AND 411, <br />2, BOLT -DOWN CAPABILITY IS REQUIRED ON ALL <br />FRAMES, GRATES AND COVERS UNLESS SPECIFIED <br />OTHERWISE IN THE CONTRACT. PROVIDE TWO HOLES <br />IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH <br />THE GRATE OR COVER SLOTS. THE FRAME SHALL <br />�v ACCEPT THE 5/r NC X 2" STAINLESS STEEL <br />-11 <br />, RECESSED ALLEN HEAD CAP SCREW BEING TAPPET, <br />OR OTHER APPROVED MECHANISM, LOCATION OF <br />BOLT DOWN HOLES VARIES BY MANUFACTURER. <br />s <br />3. REFER TO WSDO)T STANDARD SPECIFICATION <br />9-OS.15(2) AND DESIGN CONSTRUCTION STANDARDS <br />A AND SPECIFICATIONS SECTION 4 FOR ADDITIONAL <br />REQUIREMENTS. <br />2112" <br />FRAME CAST INTO <br />6" OR 12"' PRECAST <br />DETAIL 8 <br />ADJUSTMENT <br />�. SECTION. w� <br />SEE STANDARD <br />DRAWINGS 401, % <br />� „ <br />4012, 403 OR 404 � �� <br />FOR ADJUSTMENT FLANGE <br />SECTION RETAILS UPWARD <br />STAINLESS STEEL FLANGE UP <br />RECESSED ALLEN <br />HEAD CAP SCREW <br />5/8"-11NCx2 <br />^4 <br />BOLT-DOWNDETAIL <br />ME 11 s <br />L <br />LU <br />® <br />w <br />0- <br />w <br />0 <br />Ln <br />I <br />w <br />w <br />=:) <br />U) <br />z <br />® <br />o <br />\ <br />0 <br />0 <br />a <br />W <br />it <br />CD <br />® o <br />-D <br />Y <br />0 <br />CD <br />N <br />N <br />� <br />CD <br />c <br />Q <br />J <br />a <br />a <br />W <br />W <br />`C <br />a o <br />v o V) <br />� <br />� W <br />*� ANY o w a <br />THICKNESS OF z <br />PRECAST 21 °�� <br />FRAME FLANGE DOWN SECTION <br />J �� �� o� <br />e4 <br />WSDOiT STD PLAN 1- 0,10-01., ACCEPTABLE <br />SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN <br />SCREWS MUST BE STAINLESS STEEL <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />TA-# wTt+ 12 3t32t}16 Z °�' 4 <br />REICANGLILAR FRAME J Z > E <br />(REVERSIBLE) � .j ft. � N 0 <br />got$ <br />LAWR <br />SECTVN AA <br />1..�jwNNmpvtttwr Strength fe- 7m pd <br />WFOW- <br />TapATf 1 5t9t 20.16 <br />cr 60 <br />t�t 6r 7e d5 <br />A0-3*18 -15 Su :k', <br />stp <br />hol P i#wftwpli: 15.70 <br />ftc� t 8' <br />A -ffiQ 'M imam 5truetorol r <br />orttat .15.53 <br />1Pter tMa�r�ru igraeuatyCanctete <br />5.. tsrasta: N } Trt't w torsam <br />/ pact Per AA TO <br />ttA.�ikC#F Ait <br />1hfftUdEHT �}iAftAC <br />is te6f 3 4k S1iP <br />'GtxtC <br />1. es o�4 Naha To�e pt000ei fwkrr*. <br />3. tetic 9 obw Depth- i'-il' <br />tnfluant 70 3tratSOF#: tGQ ppan <br />mean c5 profit to 130 Wrartm <br />0.0 3 it 0y it Bate <br />3. or t <br />Aq plpBnQ dt ePking tws <br />yEn <br />met <br />0a ��r woetttr. State Lkpar nHnt Of VA01 qy <br />A1Y <br />Ntth AM.P ct. prkw TO "Start-W, Of $ tmm <br />FLOW E <br />way AN o. lout 5tt" ono t. '..:- <br />RATC QUAUTY <br />OPM to opm So Mom <br />apsuIm.crrr► <br />VANED GRATES 04 OIL WATER SEPARATOR NORTH <br />SCALE: N.T.S. 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