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2 3 4 5 6 <br /> DYKEMAN <br /> STRIP- <br /> COLOR A 2"ZINC TERRAZZO STRIP- <br /> COLOR B y PIN TO SUBSTRATE ARCHITECTURE + DESIGN <br /> W/CLIPS <br /> d 4"INTEGRALLY COLORED <br /> CONCRETE SIDEWALK <br /> SEE ALSO C.O.E.STANDARDS <br /> 6 STEEL PIPE BOLLARD :,('a: ... <br /> W/CONCRETE GROUT <br /> E - -I 11—I i—I E <br /> INFILL III—III—III—I • <br /> I I—III-1 I I—III-III., <br /> C.I.P.CONCRETE <br /> SLAB-ON-GRADE <br /> °d _ WIRES AT24"O.O. 80°SHINGE <br /> WING J SLAB TRANSITION ON GRADE <br /> d <br /> SINGLE GATE DIM.PER PLAN <br /> IIIIII—III d° III <br /> ii,—III—III° —III—III— TOP RAIL • <br /> __IIIIII—III ° d ' ° III III—I I <br /> —III—III d I—III—III— CHAIN LINK FENCE FENCE HGT. A B <br /> —III—III — 18"DIA.X 3'-0"DEEP 4'-0" 24" 8" 6467 <br /> III—III—III_ CONCRETE FOOTING <br /> r 5' 0" 24" 8" REGISTERED <br /> LLa <br /> LINK POST 61_0. 24" 8" ARCHITECT <br /> III—III— III III— w 8'-0' 30" 12" r COLOR A 2"ZINCTERRAZZOSTRIP- <br /> - —III—III ° —III—III m I COLOR B-+ TACK TO PROTECTION BOARD <br /> _ w W/CLIPS&MASTIC. TI 0 Y JAMES EWETT <br /> IIIIII—III I� III LL ° SAT OF WASH GTON <br /> —III ° —III TENSION BAR 4"INTEGRALLY COLORED <br /> _ ryP CONCRETE TOPPING SLAB <br /> IIIII—III— I I I I I WATERPROOFING, PROJECT IDENTIFICATION: D <br /> III—III—III ° - 'III—III—III_ ° - PROTECTION BOARD, <br /> BOTTOM RAIL DRAIN MAT <br /> I III—III ° ° III III—II — — d ° <br /> .I.P.CONCRETE SLAB-ON-GRADE ° ° ° - d d CONCRETE SLAB <br /> —M—M 1= _ _ _ _ I— ° HOPEWORKS <br /> _ III III III <br /> I I I I—I I I I I I I—I I —I I I—I I GONC.FOOTING. —III III—III—III—I III—III—I —' <br /> I—III—III ° REFER TO III¢MI III III III III III— STATION 2 <br /> III—III—' III III—I Q HINGF9609—I —III—III—III—I —III—I l <br /> —III—III N�. III III III III III III III FOR <br /> _— —r -_ ��'=W-1�ICI 11-1 11-1 I '1=1 I I—I 11=1 11=1 11=1 I I—III—'� e <br /> EXTERIOR — —ERIOR BOLLARD �� —III III III III—I"- HOPEWORKS & <br /> -SECTION CHAIN LINK FENCE AT LEVEL P1 CHAIN LINK FENCE AT GATE CHAIN LINK POST FOOTING TOPPING TRANSITION AT ENTRY PLAZA <br /> D1 12" V-0" D4 12,.= D5 , =,,_6,. HOUSING HOPE <br /> AT <br /> 1-1/2"CIA SS 3315 BROADWAY, <br /> HANDRAIL PIPE <br /> B4 1-112"DIA SS EVERETT, WA <br /> SD1.1 HANDRAIL PIPE <br /> CONFORMED SET <br /> BEND SS HANDRAIL 05/15/2018 <br /> PIPE TO RETURN <br /> TO FLOOR <br /> 36"MIN. <br /> This drawing is: <br /> C 1.Copyright 2017 Dykeman,Inc. C <br /> 2.The Architect's Instrument of Professional Service. <br /> 3.Far use on this project only.Obtain Architect's <br /> - F c- written permission for any other use or reproduction. <br /> WELD 1-1/2"DIA SS POST BEND SS HANDRAIL PROJECT <br /> TO SS HANDRAIL PIPE. PIPE TO RETURN 1-1/2"DIA SS POST <br /> GRIND AND SMOOTHAl TO FLOOR PLANTER PER 1-1/2"SS POST <br /> 2016-025 <br /> LANDSCAPE <br /> PLANTER BOXES BEHIND • <br /> PER LANDSCAPE B5 ._ <br /> SD1.1 d- FLAN DIA STEEL SLIP-ON- <br /> CONC.RAMP.REFER FLANGE TO RECEIVE STEEL MARK DATE DESCRIPTION <br /> TO LANDSCAPE <br /> POST,EPDXY IN PLACE 02/08/2018 Bid Set <br /> �',O.D.DIA STEEL SLEEVE TO <br /> ° w d RECEIVE 1-1/2"CIA SS POST <br /> d ° e AND NMETALLIC/NON- <br /> SHR <br /> SHRINK GROUT <br /> 12" 12" - 3 - - <br /> "O.D.DIA STEEL SLEEVE TO <br /> MIN. MIN. RECEIVE 1-1/2"DIA SS POST AND 3-111 DIA STEEL SLIP ON <br /> NON-METALLIC/NON-SHRINK FLANGE <br /> GROUT TOP VIEW <br /> �Q EXTERIOR RAMP HANDRAIL-ELEVATION ��EXTERIOR RAMP HANDRAIL-SECTION B5 EXTERIOR RAMP HANDRAIL-BASE DETA L <br /> B B <br /> • <br /> GALV.POST CAP 9" 9 <br /> GALV.POST CAP PRINCIPAL IN CHARGE:I TJJ <br /> PROJECT MANAGER: DH <br /> PROJECT ARCHITECT: MS <br /> JOB CAPTAIN: I GM <br /> FASTEN W/(2)3/8"DIA. l <br /> GALV.BOLTS RI <br /> ^ <br /> S1 t©P ■lT-LJ <br /> TURN <br /> 6" /L 6" FASTEN W/(2)3/8"DIA. <br /> GALV.BOLTS <br /> GALVANIZED POST CAP <br /> 2 3/8"DIA.GALV.SCHEDULE <br /> ESERVE PRECAST CONCRETE 40 PIPE INTO FOOTING MIN. 2"O.D.DIA.14 GAUGE <br /> ACCESSIBLE PARKING SIGN 2'-0"HOLD TOP OF STEEL <br /> PAR. ING 1'-6" 1'6" WHEEL STOP FOOTING FLUSH W/ GRADE 33.PAINTED EPDXY 9" 9" <br /> BARRIER FREE SYMBOL 4" CONCRETE OR OTHER DURABLE <br /> COATING.COLOR: <br /> FASTEN WITH(2) S. <br /> (2)#4 BAR x 12"LONG AT O PERMA-GREEN PER THERMOPLASTIC <br /> SIGN EACH WHEEL STOP FEDERAL7�X TRAFFIC WHITE <br /> MOUNT U-BOLT 4" z STANDARD 595-A,COLOR <br /> t�q� oo CLAMPS - TOBEGROUND FIELD NUMBER 14109 OR <br /> Ep SLAB CONCRETE PER PLAN <br /> N VAN ACCESSIBLE SIGN ACCESSIBILITY BLUE CONC.SLAB PER PLAN EQUIVALENT. DRAWING <br /> ENLARGED \1/ 3" <br /> VIEW CCE SIBLE 2"e GALVANIZED 2" -7THERMOPLASTIC - - - <br /> U-BOLT SCHEDULE TRAFFIC 'I a- <br /> 2 1/2"I.D.SCHEDULE 40 SLAB CONCRETE PER PLAN <br /> CLAMP 40 PIPE WELDED TO PLATE WHITE - GALV.STEEL SLEEVE 30" 2 1/2"LD.SCHEDULE 40 + <br /> q FASTENED TO CONC.SLAB — — LONG W ITH#4 STEEL GALV.STEEL SLEEVE 30" _ q <br /> - n HAMMER WEDGE LONG WITH#4 STEEL <br /> SLAB PER PLAN <br /> 1 P" HAMMER WEDGE <br /> ' Site Details <br /> °d- _ \ ..\ d° - 12"DIA.X3'-0"DEEP DRAWING <br /> CONCRETE FOOTING 12"DIA.X 3'-0"DEEP <br /> ° CONCRETE FOOTING --- a <br /> V-3" 7 3/8' <br /> ACCESSIBILITY PARKING SIGN PAINTED ACCESIBILITY SIGN WHEEL STOP AT CONCRETE CURB STOP SIGN DIRECTIONAL SIGN DIRECTIONAL ARROW • <br /> „/2„=,,-0„ A4 1,/2"=1'-D" A5 1,/2"=1'-D" A6 3/4"=1'-0" \ <br /> 1 2 3 4 5 6 <br />