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—f a I _ li c I p I. e IF IG I H <br />I <br />I <br />11 <br />I <br />I <br />0 <br />r <br />w <br />W <br />ao <br />� <br />a <br />�g <br />WQ <br />ry <br />�W <br />o� <br />J � <br />�QT <br />Q <br />an <br />an <br />F <br />0. <br />W <br />10 <br />an <br />o, <br />�x <br />C� <br />w <br />w= <br />a� <br />00. <br />O 3 <br />METAL <br />FLASHIN <br />k4 TS <br />ABOVE` <br />44 TS <br />CENTERI <br />(MF-1) <br />FETAL "B" DECK. <br />'CSMU-1) <br />-3 t CMU-4) <br />POST (MF-1) <br />)AR SLATS, <br />FRAME (MF-1) <br />CONCRETE FOOTING <br />SCALE: 1/4°P=1 4' DTL -TE <br />CONCRETE WHEEL STOPS <br />17'4° U.N.O. <br />ROOF OVERHANG, 4x3 DOWNSPOUT TO <br />ABOVE. ---------------------- - - - - --- - - - - -- , TIGHTLINE. <br />I I <br />4x4 TS COLUMNS, FOUR <br />F- LOCATIONS. <br />I I <br />4x� TS EDGE BEAM ABOVE, <br />ALL FOUR SIDES. <br />� I I <br />3E z I 3°i CMU BLOCK MALL <br />(CMU-3 t CMU-4) <br />� I I <br />° <br />® I ' Gx4 TS MID —SPAN BEAM <br />ABOVE. <br />4H I I <br />CONTROL JOINTS 4x2 TS GATE POST <br />(MF-1) <br />i I <br />I �I <br />L-— - — — ————— — -- — -— ---� -- — 3E <br />(o REINFORCED CONCRETE <br />SLAB ON GRADE FLOOR WITHIN <br />ENCLOSURE AND APRON, SLOPE <br />TO DRAIN AWAY FROM <br />3A <br />ENCLOSURE. <br />— CANE BOLT MOLES IN <br />CONCRETE SLAB AT OPEN AND <br />— CLOSED POSITIONS OF EACH <br />GATE. (NOT APPLICABLE IF <br />CONCRETE APRON OVERLAPS <br />15°-3°1 DRIVE LANES) <br />CLEAR <br />METAL FRAMED GATES <br />(MF-1) <br />CTRASH ENCLk"'DSURE PLAN <br />SCALE: I14"4-011 DTL - TE <br />METAL BOX GL <br />WITH CLOSED <br />V40° BENT FLA <br />k4 TS BEAM <br />44 TS COLUI" <br />METAL EDGE FLASHING — <br />4B1 METAL GUTTER HITH — <br />DOWNSPOUT TO TIGHTLINE <br />k4 TS BEAM ABOVE, <br />(MF-1) <br />44 TS COLUMN CENTERED <br />ON FALL. (MF-I) <br />COLUMN BASE PLATE <br />CONCEALED BENEATH <br />CMU CAP. <br />*__ T R A S" H E <br />SCALE: 1/4"4-0' <br />I®A <br />�� 12 <br />®� 1/2 1 <br />41° CMU CAP, (CSMU-1) <br />CMU, (CMU-3 t CMU-4) <br />IE <br />� II <br />� 11 <br />�— — — — — — — — -- \ <br />I�L --- / <br />CONCRETE FOOTING <br />T . . . <br />42 TUBE STEEL FRAME <br />STEEL FLAT BAR FULL HEIGHT <br />2x4 CLEAR CEDAR SLATS, <br />CENTERED IN FRAME <br />STEEL HINGE <br />42 TUBE STEEL POST <br />CLOSE TOP WITH 1/4"° PLATE <br />WITH CONTINUOUS MELD <br />CMU <br />5 BAR @ 32" O.G. <br />8°0 CMU GROUT SOLID <br />DOWEL TO MATCH <br />REINFORCEMENT <br />32" MIN. OVERLAP OF <br />BARS <br />#4 BARS AT 12" O.C. <br />EACH WAY <br />(0" CONCRETE SLAB <br />REINFORCEMENT PER <br />I STRUCTURAL NOTES <br />_ � u <br />a 4" CRUSHED GRAVEL <br />DTL - TE BASE <br />11/21° CLR. AT <br />2°_®°° � TT0M,83°CLEAR <br />0 <br />z <br />L IO <br />SCALE: I/2°°=1°-001 DTL—TE <br />*('7"' AT E D ETA I <br />SCALE:I V2" = IB-0°1 DTL—TE <br />Q <br />DETAIL GA <br />�( SCALE: p1=I°-001 DTL - TE SCALE: i <br />IxI STEEL TUBE <br />MELDED TO <br />TUBE FRAME <br />3/4" DIA. STEEL CANE BOLT <br />WITH PADLOCK <br />0 <br />2x2 STEEL STOP <br />WELDED TO <br />TUBE FRAME <br />REMOVE OUTSIDE <br />FACE OF STEEL <br />TUBE THIS AREA <br />N <br />4X2 TUBE STEEL <br />FRAME <br />CLEARANCE UNDER <br />GATE, PROVIDE RUBBER <br />SWEEP ON INSIDE OF GATE <br />SCALE: 1 1/281=11-011 DTL—TE <br />HELIX DESIGN GROUP, INC <br />NOTE: <br />4W H PLASTIC <br />1. <br />CONCRETE MUST BE A MINIMUM <br />BOLLARD COVER <br />41000 PSI COMPRESSIVE <br />STRENGTH WITH FIBER MESH. = <br />0" SCHEDULE 40 <br />7 ELEVEN <br />2. <br />PROVIDE PLASTIC BOLLARD <br />STEEL PIPE 8481LONG. <br />I SHELL <br />COVER. COVER/ TO BE <br />IDEALSHIELD (OR APPROVED <br />8 75TH STREET SW <br />EQUAL) 1/811 THICK, BROWN <br />PROPOSED CURBED <br />(PO-440C) 0' PIPE FIT DOME <br />r r <br />WALK (WILL BE <br />HARDESON ROAD <br />TOP, 48p1 TALL. LOFLUSH <br />WITH <br />EVERETT, WA <br />ADJOINING <br />q,l <br />PAVEMENT AT <br />3. <br />DESIGN PARAMETERS: FINISH <br />RAMP LANDING <br />- 20 MPH GRADE <br />7.. <br />CONDITION). <br />REVISION DATE <br />- 51000 LB VEHICLE <br />4. <br />USE SONOTUBE IN SANDY OR <br />OTHER SOILS THAT NIGHT CAVE <br />IN. <br />S. <br />INCREASE DEPTH OF CAISSON - <br />BELOW PIPE TO MEET LOCAL <br />JURISDICTION NIN. FROST <br />24°1 WIDE CAISSON <br />DEPTH REQUIREMENT. PIPE CAN <br />DATE JOB NO. <br />BEAM AT <br />STAY AT 3q" BELOW PAVEMENT. SEE NOTE 5 <br />—�_ <br />06.03.20 a 19-026 <br />kN. <br />of <br />24" WIDE CAISSON <br />EDGE BEAM. <br />6. <br />IT IS THE CONTRACTORS M <br />f ® • -:1" <br />4 <br />RESPONSIBILITY TO VERIFY NO <br />PERMIT SET <br />COLUMN, <br />UTILITY CONFLICTS EXIST WHERE <br />PIPE TO BE FILLED WITH <br />BOLLARDS ARE TO BE 1 °° CONCRETE TO TOP OF <br />INSTALLED, PRIOR TO 2 _0 CAISSON. RECOMMENDED <br />INSTALLATION. WET SET FOR PIPE 10 <br />INSTALL. <br />DRAWING NO. <br />nr_u vwiviv viwvi > uvv.. nn uynw reserves. <br />Na part of this document may be reproduced in any form or by <br />any means without permission in writing from Helix Design Group <br />