220 OLYMPIC BLVD 2019 VERIZON ANTENNAS Plans 2025-03-27

DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION.NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 41 Pay C E co D Op 0000000 000 OO 0DRAINAGE cc) p OO SWALE SLOPEDTO ~ �F WAS/// 00 p O p O DRAIN AWAY FROM WALL 12" O.C. (TYP) ^ C 000000p000 RETAINING WALL 0p000 00 0p 8 000p00p0 V: EXPANSION JOINT 00 p 0 0 O O 14"THK CONC. SLAB i 00 00p 000 1 a W/2 LAYERS OF #5 ro10 1" g^ GROOVED FINISH FOR ANTI-SLIP, TYP 0 EACH B 00 Dp O 00 WAY 2(T(TOP BOTT) �O `�ZZ 9 1 0,000000 �GEOTEXTILE TYPE II-B F C,1STE io 6 O00 000000 MIN. 12" DRAINAGE M �SS�ONAL 6NG` Op 0 p Op O ROCK RANGING FROM z 4x4 W.W.M DO p 0 0 3/8"TO 1-1/2" a ° EXPANSION JOINT A 00 000 0 0 w 3/4" CHAMFER EDGE (TYP) rE.W. 12" EXISTING PAVEMENT 0 p0 DIA co PIPE z o III 0p O 00 WRAPPEDEIIN ONONE WOVEN CONSTRUCTION a w — —III 000 p GEOTEXTILE FILTER DRAIN #4 REBA .J N w p p OO ppp O 0 TO DAYLIGHT O 0 O COMPACTED NATIVE SOIL O O NOTES: 8" COMPACTED 1. DETAIL ABOVE PROVIDED BY ADAPT ENGINEERING BASED ON GEOTECHICAL ENGINEERING CRUSHED EVALUATION REPORT#OR16-20432-GEO DATED: 02/15/16 ROCK BASE 2. THE ROCK WALL SHOULD BE INSTALLED WITH A SMOOTH FACE 3. THE LONG DIMENSION OF THE ROCKS SHALL BE PERPENDICULAR TO THE FACE OF THE WALL TO PROVIDE MAXIMUM STABILITY 3" MIN. (TYP) 1 0 O6/14/18 FINAL CONSTRUCTION 4. EACH ROCK SHOULD BE PLACED SO AS TO LOCK INTO TWO ROCKS IN THE LOWER TIER 5. DESIGN BASED ON STANDARD ROCK WALL GUIDELINES PROVIDED IN ABOVE MENTIONED A-q GEOTECHICAL REPORT. A 1 03/22/18 ISSUED FOR REVIEW ROCKERY CONSTRUCTION SCHEDULE ROCK SIZE PER PLAN No.I Date Revision WALL ROCK SIZE DESIGNATION ROCK SIZE ROCK WEIGHT AVERAGE DIMENSION Client: HEIGHT (PARSONS) (LBS) (INCHES) A B C D 1 50-200 12 TO 18 <4.0 FT 3 2 2 - 2 200-700 18 TO 28 <6.0 FT 4 3 2 - 3 700-2000 26 TO 36 veri PO <8.0 FT 5 4 3 2 4 2000-4000 36 TO 48 5 4000-6000 48 TO 56 n% Implementation Team: 24 SCALE: NOT TO SCALE "X36" SCALE: NOT TO SCALE SCALE: NOT TO SCALE CONCRETE STAIRS 4 11 x17"SCALE: NOT TO SCALE RETAINING WALL DETAIL 4 SCALE: NOT TO SCALE 11 x17"SCALE: NOT TO SCALE CONCRETE PAD DETAIL F3 � a�CROWN Vv CASTLE 1505 WESTLAKE AVE N,SUITE 800 SEATTLE,WA 98109 A&E Team: rVA9111i V�ERZON WIRELESS EQUIPMENT MORRISON HERSHFIELD CABINET(S) TO BE MECHANICALLY 600 STEWART ST,SUITE 200 ATTACHED TO CONCRETE PAD PER SEATTLE,WA 98101 MANUFACTURER'S RECOMMENDATIONS Tel:206.268.7370 www.morrison h emhfield.com Project Info: GALV. BOX FRAME (4) 5/8"0 HILTI KB-TZ EXPANSION 14"THK SLAB#5 STUB UP 12"ABOVE SLAB 3/4" CHAMFER EDGE (TYP) MASONIC CENTER PART OF CABINET BOLTS (4-1/8" EMBED) INTO CONCRETE W/ 2 LAYERS OF#5 ® 12" (MIN). COORDINATE IN FIELD O.C. EACH WAY (TOP & BOTT) 220 OLYMPIC BLVD. CONCRETE SLAB EVERETT, WA 98203 CONTRACTOR TO GRADE AND BLEND INTO Drawing Title: EXISTING SITE GRADE CONSTRUCTION DETAILS Z MIN 4" OF#57 WASHED VAPOR BARRIER STONE BED 0 PERIMETER ON UNDER SLAB, 6 LANDSCAPE WEED BARRIER MIL POLYVINYL Project Number: Start Date: CONDUIT SWEEP PREPARE SUBGRADE BY REPLACING 1800386 03/22/18 EXISTING TOP SOIL (UP TO 2-FT) Drafter: Designer: WITH CLEAN NON-FROST-SUSCEPTIBLE SOIL W/ 1' MARGIN AROUND PAD RR LB PERIMETER AND COMPACTING TO 95% Project Manager: Professional of Record: MAXIMUM DRY DENSITY RKL RL Revision No: Sheet No: 0 A-4 24'x36 SCALE: NOT TO SCALE 11"x17"SCALE: NOT TO SCALE CABINET ATTACHMENT DETAIL 2 11"x37^ SCALE: NOT TO SCALE TYPICAL CONCRETE PAD SECTION 1