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3301 SEAWAY BLVD Geotech Report 2022-10-25
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3301 SEAWAY BLVD Geotech Report 2022-10-25
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Last modified
10/25/2022 11:21:11 AM
Creation date
6/4/2019 11:15:49 AM
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Address Document
Street Name
SEAWAY BLVD
Street Number
3301
Address Document Type
Geotech Report
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INJ I/ALL VtUCJ I KIHIV I la OHM./rum'. <br /> AS REQUIREDA <br /> n <br /> 12"COMPACTED <br /> STRUCTURAL FILL(TYP.) <br /> °y( ,, 6"(MIN.) i <br /> _ 1'OF CRUSHED ROCK FILTER MATERIAL, <br /> BETWEEN 2Rj1,4D 4 INCH SIZE WITH C <br /> LESS THAi9 PIINES <br /> BET <br /> � <br /> -'* 3'(MIN.)--- P 'sn t /�VLES <br /> r N 6"(MIN.) • d ./a <br /> T : r 1EXPOSED 0'MAX <br /> s tI ,,,< COMPACTED STRUCTURAL FILL <br /> .6Y0 ,, ' WALL HEIGHT <br /> N., <br /> i , , <br /> --L.. . A <br /> 8i3 6"(MIN.) REINFORCEMENT r — , ' <br /> ,...,„ <br /> 3"(MIN.)GRAVEL BEDDING <br /> EYWAY 1'~— AROUND ENTIRE DRAIN PIPE <br /> 4"MINIMUM DIAMETER <br /> �� " <br /> a � ° "V. � .a.�r HYD- ---,«- , <br /> IOULD BE SLOPED DRAIN PIPE SURROUNDED BY EMBEDMENT , � ',,' <br /> VARDS THE FACE CLEAN WASHED 3/4"DRAIN ► °`' , ' <br /> PROTECTED POINT OF DISCHARGE f L 3 <br /> COMPETENT NATIVE SOIL TO BE _KEYWAY ^ --1" A <br /> VERIFIED BY GEOTECHNICAL✓✓ <br /> =ILL ROCKERY DETAIL ENGINEER <br /> NOT 10 SCALE,.. KEYWAY SHOULD BE SLOPED. I <br /> DOWN TOWARDS THE FACE 1 <br /> BEING PROTECTED I <br /> CUT ROCKERY DETAIL <br /> NW r0 SChti <br /> NOT FOR CONSTRUCTION THE FOLLOWING <br /> DRAWINGS ARE FOR ILLUSTRATIONS PURPOSES 1.ROCK ROCKERY NOTRU <br /> 1.ROCKERY CONSTRUCTION SHALL BECOME <br /> ONLY ANY AND ALL SPECIFICATIONS ARE IN ACCORDANCE WITH THE ASSOCIATION I <br /> SUBJECT TO CHANGE. ROCKERY(ARC)CONTRACTORS GUIDELIN <br /> 2.ROCK USED MUST MEET THE REQUIREMEP <br /> FOR ROCK QUALITY SPECIFIED IN SECTIOI' <br /> OF THE WSDOT STANDARDS SPECIFICATIC <br /> FOR WALL ALIGNMENT AND ELEVATIONS. 3.ALL CAP ROCKS MUST BE SECURE AND NC <br /> TO BE DISLODGED BY HAND. <br /> )M BACK OF DRAINAGE COLUMN. <br /> I HORIZONTAL SURFACE OF COMPACTED STRUCTURAL FILL AT ELEVATIONS SHOWN ON SCHEDULE. <br /> 'BEHIND WALL.STAKE END OF GEOTEXTILE AS REQUIRED TO MAINTAIN TENSION BEFORE COVERING <br /> 2UCTION DAMAGE PER MANUFACTURERS'SPECIFICATIONS.CONSTRUCTION EQUIPMENT SI-IIALL NOT <br /> ,NY GEOTEXTILE THAT IS DAMAGED SHALL BE REPLACED WITH NEW GEOTEXTIILE AT CONTRACTORS' <br /> I SCHEDULE.ALL GEOTEXTILE SHALL BE CLEARLY IDENTIFIED AND LABELED IN THE FIELD.ANY rr <br /> EREOF THAT CANNOT BE IDENTIFIED SHALL NOT BE USED IN WALL CONSTRUCTION, I 'I TdMr� I TVPI(`A <br />
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