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f♦ f♦ i♦ � � i♦ � i♦ � � i♦ i• � i♦ � � i♦ i♦ f♦ <br /> REINFORCED FILL ROCKERY REINFORCING SCHEDULE <br /> ROADWAY REINFORCEMENT HEIGHT <br /> 2(MAX) // EXPOSED WALL LAYER NO. (USE MIRAFI OR LENGTH"L" (ABOVE <br /> SWALE FOR SURFACE DRAINAGE CONTROL 1�!: HE.IGHT'H" EQUIVALENT) FEET BASE <br /> LEVATION <br /> ( <4 FEET NO REINFORCEMENT REQUIRED <br /> 6"(MIN.) <br /> MIRAFI HP 570 7.0 1.0 <br /> / 5-6 FEET 2 MIRAFI HP 570 TO 3.0 <br /> 12'(MIN.)COMPACTEDREINFORCEMENT GRID 3 MIRAFI HP 570 7.0 5.0 <br /> 1 STRUCTURAL FILL /-(SEE SCHEDULE) <br /> ( <br /> LAYER <br /> 4 ------ <br /> 1 -112-WIN) I+=_�------------------- . 1 MIRAFI HP 570 8.0 1.0 <br /> ----------CRUSHED ROCK FILTER 7-IFIET 2 MIRAFI HP 570 8,0 3.0 <br /> MATERIAL,BETWEEN 2 3 MIRAFI HP 570 8.0 5.0 <br /> H I , AND 4 INCH SIZE WITH 4 MIRAFI HP 570 8.0 7.0 <br /> 6 r LESS THAN 2%FINES <br /> IAYER3 <br /> 7(TYP.) <br /> 0 r(TYP.) <br /> C-------------J-NY€R3-_____--__-� <br /> `` <br /> 3'(MIN)--� <br /> PARKING LOT t� <br /> i �- GENERAL REINFORCED FILL NOTES <br /> ..................LAYER 1 -___- 1. REFER TO CIVIL DRAWINGS FOR ROCKERY ALIGNMENT,LOCATIONS AND ELEVATIONS. <br /> 1-1113— 2. REFER TO REINFORCING SCHEDULE FOR GEOTEXTILE LENGTHS AND ELEVATIONS. <br /> 3-(MIN.) 1ff <br /> Q GRAVEL BEDDING 1 3. GEOTEXTILE REINFORCEMENT SHALL BE INSTALLED BEHIND WALL WITH MACHINE DIRECTION <br /> (STRONGEST AXIS)PERPENDICULAR TO WALL. <br /> �I—KEYWAY—+ 12"- t 4. GEOTEXTILE SHALL BE INSTALLED ON HORIZONTAL SURFACE OF COMPACTED STRUCTURAL <br /> FIRM UNDISTURBED 4-MINIMUM DIAMETER FILL AT ELEVATIONS SHOWN ON SCHEDULE, <br /> SOIL TO BE VERIFIED DRAIN PIPE SURROUNDED BY <br /> BY GEOTECHNICAL ENGINEER CLEAN WASHED 314'DRAIN 5. GEOTEXTILE SHALL BE PULLED TIGHT BEHIND WALL.STAKE END OF GEOGRIO AS <br /> KEYWAY SHOULD BE SLOPED GRAVEL REQUIRED TO MAINTAIN TENSION BEFORE COVERING WITH STRUCTURAL FILL. <br /> DOWN TOWARDS THE FACE 6. PROTECT GEOTEXTILE FROM CONSTRUCTION DAMAGE PER MANUFACTURERS CONSTRUCTION <br /> BEING PROTECTED EQUIPMENT SHALL NOT TRAVEL DIRECTLY ON GEOTEXTILE.ANY GEOTEXTILE THAT IS <br /> DAMAGED SHALL BE REPLACED WITH NEW GEOTEXTILE AT CONTRACTORS EXPENSE, <br /> ROCKERY NOTES: 7. GEOTEXTILE SHALL BE AS SHOWN ON SCHEDULE.ALL GEOTEXTILE SHALL BE CLEARLY <br /> 1.ROCKERY CONSTRUCTION SHALL BE <br /> IDENTIFIED AND LABELED IN THE FIELD.ANY UNMARKED ROLLS,OR PORTIONS THEREOF,OF <br /> IN ACCORDANCE WITH THE ASSOCIATION OF COMPLETED GEOTEXTILE THAT CANNOT BE IDENTIFIED SHALL NOT BE USED IN WALL CONSTRUCTION. <br /> A <br /> ROCKERY(ARC)CONTRACTORS GUIDELINES. 6. ALL STRUCTURAL FILL TO BE PLACED AND COMPACTED PER GEOTECHNICAL REPORT PREPARED BY TERRA <br /> ASSOCIATES.INC.,PROJECT NO.T-6421 DATED JUNE 2014.STRUCTURAL FILL IN REINFORCED ZONE <br /> 2.ROCK USED MUST MEET THE REQUIREMENTS SHALL BE GRANULAR MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 3 INCHES AND A MAXIMUM OF <br /> FOR ROCK QUALITY SPECIFIED IN SECTIONS 9-13.7(1) 30 PERCENT PASSING THE NO.200 SIEVE(FINES CONTENT)BASED ON THE 314'GRAVEL FRACTION. <br /> OF THE WSDOT STANDARDS SPECIFICATIONS(2012). <br /> 3.ALL CAP ROCKS MUST BE SECURE AND NOT ABLE <br /> TO BE DISLODGED BY HAND. <br /> o <br /> Terra REINFORCED FILL ROCKERY DETAIL <br /> POWDERMILL BUSINESS CENTER <br /> Associates, Inc. EVERETT,WASHINGTON <br /> Consultants in Geotechniol Engineenng <br /> Gaologyand Pro No.T-6241 <br /> Environmental Earth Sciences 1 Date JUNE 2014 I Figure 5 <br />