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DO NOT SC11F DRAWINGS.CONTRACTOR MUST VERIFY ALL <br /> • DIMENSIONS AND ADRSE CONSULTANTS OF ANY ERRORS OR <br /> OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK <br /> SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN <br /> APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE <br /> SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS MD <br /> SPECIFICATIONS REMNN THE PROPERTY OF MORRISON <br /> HERSHFIELD CORPORATION.NETHER MORRISON HERSHFIELD <br /> NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION <br /> REVIEW OF THIS PROJECT. <br /> I : I rlCt <br /> O p,0 0 p OC PROVIDE DRAINAGE �A �V•�• f�' �J. <br /> SWALE SLOPED TO Q <br /> 0 0©0 O°0 0 0= DRAIN AWAY FROM WALL 12' O.C. (TYP) �' > , <br /> C `0°C0°0L / -f <br /> /-/RETAINING WALL --'p 0 0°G-0 8 I r <br /> CONSULTANTS. <br /> IXPANSION JOINT 0Cp OCCC \ ---. -- - -. -- - 14'THK CONC. SLAB IP _ `/ yr/ <br /> W/ 2 LAYERS OF 1 <br /> p 00°O_ 1 a _ 0 12"O.C. EACH 111 f .� <br /> 1" 8- GROOVED FINISH FOR ANTI-SUP.TIP B °pc RC-` _. _._---.... ---- - - -_---- WAY(TOP & BOTT) r,? ,+,f i, i1 r <br /> 1 O'lO p 0�,,: GEOItxIILE TYPE II-B _,,.4��" ,L <br /> G� CI C, <br /> GG°° F�S� t�' <br /> 6 / OO 0 0° MIN. 12" DRAINAGE ', f S- <br /> V <br /> '>°'`;. ROCK RANGING FROM <br /> 0u O C I'- 3/8"TO 1-1/2' a ' <br /> I .I 4x4 W.W.M ° <br /> i EXPANSION JOINT A '„0 0 O c,_. w _ _- ..- _ _._ _.... _. 3/4"CHAMFER EDGE(TYP) <br /> 1'_0" i. /-EXISTING PAVEMENT ° p O° 4" DIA PERFORATED PIPE CONSTRUCTION <br /> X X % // I Z o.� -°0 00 0 WRAPPED IN NON-WOVEN ��� <br /> `1 — ._-. \ v GEOIEAIILE FILTER DRAIN <br /> ° <br /> 14 REBAR E.W. 12' O.C.-/ .. _ — ,4m O O TO DAYLIGHT <br /> COMPACTED NATIVE SOIL ,�•**OV #,"► •N /,,...: <br /> / ,� * �iii`- �l,•/li: NOTES: <br /> 8"COMPACTED J ' ,. ,>,. {^ 1. DETAIL ABOVE PROVIDED BY ADAPT ENGINEERING BASED ON GEOTECHICAL ENGINEERING - --- - - - - - <br /> CRUSHED \ '- EVALUATION REPORT 0R16-20432-GEO DATED: 02/15/16 \ 19 JURISDICTION COMMENTS21 O6 <br /> ROCK BASE 2. THE ROCK WALL SHOULD BE INSTALLED WITH A SMOOTH FACE 1 I / / <br /> 3. THE LONG DIMENSION OF THE ROCKS SHALL BE PERPENDICULAR TO THE FACE OF THE ,TL <br /> WALL TO PROVIDE MAXIMUM STABILITY / 3' MIN. (TYP) . 0 06/14/18 FINAL CONSTRUCTION <br /> 4. EACH ROCK SHOULD BE PLACED SO AS TO LOCK INTO TWO ROCKS IN THE LOWER T1ER <br /> 5. DESIGN BASED ON STANDARD ROCK WALL GUIDELINES PROVIDED IN ABOVE MENTIONED <br /> GEOTECHICAL REPORT. A 03/22/18 ISSUED FOR REVIEW <br /> PER PLAN No. Date Revision <br /> ROCKERY CONSTRUCTION SCHEDULE ROCK SIZE / <br /> ROCK SIZE ROCK WEIGHT AVERAGE DIMENSION Client: <br /> WALL ROCK SIZE DESIGNATION (PARSONS) (LBS) (INCHES) <br /> HEIGHT A BC D 1 50-200 12 TO 18 <br /> <4.0 FT 3 2 2 - 2 200-700 18 TO 28 <br /> <6.0 FT 4 3 2 - 3 700-2000 28 TO 36 ver izo n <br /> <8.0 FT 5 4 3 2 4 2000-4000-4000 36 TO 4-8 <br /> 5 4D00-6000 48 TO 56 <br /> Implementation Team: <br /> 24'x36'SCALE NOT TO SCALE CONCRETE STAIRS 6 2:x36'5 No TO RETAINING WALL DETAIL 5 24'06' . NOT To CONCRETE PAD DETAIL 4 :, <br /> 11"x1T SCALE NOT TO SCALE <br /> CROWN <br /> 0 CASTLE <br /> I ADS WESTLAKE AVE N,SUITE 800 <br /> SEATTLE,WA 9810G <br /> A&E Team: <br /> MORRISON HERSHFIELD <br /> 600 STEWART ST,SUITE 200 <br /> CONC. CURB (4000 PS <br /> CONC.MIN.) NOT_ SEATTLE, <br /> VVA 98101 <br /> 7370 <br /> 8" 2"MULCH VERIZON WIRELESS EQUIPMENT Www.TV V nh68.737d.com <br /> CABINET(S) TO BE MECHANICALLY <br /> TOP SOIL ASrk <br /> ATTACHED TO CONCRETE PAD PER 14"1HK CONC. SLAB STUB UP 12'ABOVE STAB 3/4" CHAMFER EDGE(TYP) project Info: <br /> SPECIFIED MANUFACTURER'S RECOMMENDATIONS W/ 2 LAYEAY(T $5 12" (MIN). COORDINATE IN FIELD <br /> Iv <br /> % O.C. EACH WAY (TOP & BOTT) <br /> IIIISMI <br /> BU# 825709 <br /> �- UNDISTURBED <br /> K • SO,L CONTRACTOR TO GRADE MASONIC CENTER <br /> 1p i AND BLEND INTO <br /> 220 OLYMPIC BLVD. <br /> EXISTING SITE GRADE <br /> (4) 5/8"0 HILTI KB-TZ <br /> — m EVERER, WA 98203 <br /> l — / — EXPANSION BOLTS -�'c `=---"-•----\ <br /> 10/�00�i�, (4 1/8'EMBED) INTO Drawing Title: <br /> �'( /� �� / GALV. BOX FRAME CONCRETE I <br /> .J I - PART OF CABINET CONCRETE SLAB io gif ' ,_ ' <br /> (2) #5 L N CONSTRUCTION <br /> CONTINUOUS - J MIN 4"OF#57 WASHED <br /> U U P R UNDER SLAB, LANDSCAPE WEED BARRIER STONE BED 0 PERIMETER ON DETAILS <br /> MIL POLYVINYL <br /> PREPARE SUBGRADE BY REPLACING <br /> CONDUIT SWEEP <br /> EXISTING TOP SOIL(UP TO 2-FT) <br /> WITH CLEAN NON-FROST-SUSCEPTIBLE Project Number. Start Date: <br /> SOIL W/ 1' MARGIN AROUND PAD 1800386 03/22/18 <br /> PERIMETER AND COMPACTING TO 95% <br /> MAXIMUM DRY DENSITY Drafter. Designer. <br /> RR LB <br /> Project Manager. Professional of Record: <br /> RKL RL <br /> Revision No: Sheet No: <br /> 1 A-4 <br /> 24"x36'SCALE NOT TO SCALE CONCRETE CURB DETAIL 3 2ex36:Sri No T°SSCALE CABINET ATTACHMENT DETAIL 2 24'x36"SSCALE: NOT TO SCALE CALE: NOT TO SCALE TYPICAL CONCRETE PAD SECTION 1 <br /> 11-x17'SCALE NOT TO SCALE <br />