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REINFORCING SCHEDULE
<br /> HEIGHT
<br /> EXPOSED WALL LAYER MIRAFI® LENGTH "L"(feet) (feet: measured from top
<br /> HEIGHT"H" NO. REINFORCEMENT of leveling pad)
<br /> <2.5 FEET NO REINFORCING REQUIRED
<br /> 1 5.0 0.67
<br /> FENCE/PEDESTRIAN RAIL 2.5-3.5 FEET 2 5 XT 5.0 2.00
<br /> 3 5.5 3.33
<br /> KEYSTONE COMPACT BLOCK CAP 1 6.0 0.67
<br /> 4"X18"X12"OR EQUAL (TYP.) 4.5-5.5 FEET 2 5 XT 6.0 2.00
<br /> 3 6.0 4.00
<br /> 4 6.5 5.33
<br /> KEYSTONE COMPACT BLOCK
<br /> 8"X18"X12" OR EQUAL(TYP.) -\\\
<br /> GENERAL NOTES
<br /> '4.1.'2" GRANULAR STRUCTURAL FI��';.,.;?. ;:w<-,,::,.; `,',,/,/,.,:..24
<br /> � ' ;
<br /> 4��. '41,;',. ::,:;1'40:: ::',/ ,`";.52-'pF11. REFER TO CIVIL GRADING DRAWINGS FOR WALL ALIGNMENT AND ELEVATIONS.
<br /> .1... �' �s.,�; {SEE NOTES} �,
<br /> 4 LAYER 4 ft';`,.;,,Z" . :-,7,4g./.2.;;7.,:; 2. GEOGRID LENGTH MEASURED FROM BACK OF BLOCK UNIT.
<br /> • 1.5' A;',/3' ``, MA , i.,' ,: 3. GEOGRID HEIGHT MEASURED FROM TOP OF CRUSHED ROCK LEVELING PAD.
<br /> 1 �" --1": -: v----K;=;•,-;;y.• 1 MIN. 'v,/,/,/,;00°= '. �`,'0( 86f r/ 4. GEOGRID REINFORCEMENT SHALL BE INSTALLED BEHIND WALL WITH MACHINE DIRECTION
<br /> 5,5 -t ys , :�. ,' ; s:''-,;), 'gym, - PERPENDICULAR TO WALL.
<br /> MAX 32 ,z.: i F 'q 4. 1, , y,,f f .' , ,�,,r,7,2 }, (STRONGEST AXIS)
<br /> *"'" •� K„2:47,,,,:4,,,./24/4:2',/� ,� 5.GEOGRID SHALL BE INSTALLED ON HORIZONTAL SURFACE OF COMPACTED STRUCTURAL
<br /> ,� \ #' : f 4:5%"''' • FILL AT ELEVATIONS SHOWN ON SCHEDULE.
<br /> Ninr 12"WIDE DRAIN COLUMN 1/2"TO 1 ',./.::"4, ;"0:/,4"-Y4:5%"'//,-•
<br /> ' /
<br /> ,� ,� ,,,,,?0,0/,;;;;;://<;,,,,,,;;,- , 6. GEOGRID SHALL BE PULLED TIGHT BEHIND WALL. STAKE END OF GEOGRID AS REQUIRED
<br /> ' - CLEAN CRUSHED ROCK NO FINES17=4,/,';;W,,7"://M7::::;,,4TO MAINTAIN TENSION BEFORE COVERING WITH STRUCTURAL FILL.
<br /> . LAYER 2 �, ,r' �e�; ''i 7. PROTECT GEOGRID FROM CONSTRUCTION DAMAGE PER MANUFACTURERS'
<br /> -- 1.5' MIN. - . `;',-` "L" Vi,-;;;,14,9:14',V.71-4 SPECIFICATIONS. CONSTRUCTION EQUIPMENT SHALL NOT TRAVEL DIRECTLY ON
<br /> : , •' %,f,.;, GEOGRID. ANY GEOGRID THAT IS DAMAGED SHALL BE REPLACED WITH NEW GEOGRID AT
<br /> ..
<br /> �.!alt�`. �,Sr+,`,.Com, �,,•.•r,i .�';IMr"� / f CONTRACTORS' EXPENSE.
<br /> 3'0 WIDE � 1.5 ------ LAYER 1 'f°;f/°i, ,, �¢ i,, �
<br /> z DISPERSAL , MIN, ,, '° " ! �`'�_ GEOGRID (SEE REINF� I 8.GEOGRID SHALL BE AS SHOWN ON SCHEDULE.ALL GEOGRID SHALL BE CLEARLY
<br /> 1` ��� sItt AND NOTES) - 6' %. `, `"•''` IDENTIFIED AND LABELED IN THE FIELD. ANY UNMARKED ROLLS, OR PORTIONS THEREOF
<br /> TRENCH ,^,�t.,• ,.,;r ,. ,?,z
<br /> ,f
<br /> F;4� ,,, „ ? �'�`' '4:
<br /> '�'' ' ` THAT CANNOT BE IDENTIFIED SHALL NOT BE USED IN WALL CONSTRUCTION.
<br /> r'::,,,7, .e� '75. 5yr`Kf7/' j,,/
<br /> 3j 3`MIN. 4" PERFORATED DRAIN PIPE 9. GEOGRID MUST BE CONTINUOUS ALONG THE BACK OF THE WALL, INCLUDING CURVES
<br /> TAKEN TO APPROVED POINT AND CORNERS.
<br /> OF DISCHARGE (TYP.) 10. SEGMENTAL BLOCK WALL CONSTRUCTION AND CONNECTION OF GEOGRID TO WALL TO
<br /> BE COMPLETED PER MANUFACTURERS SPECIFICATIONS.
<br /> COMPETENT NATIVE SOILS COMPACTED 5/8"CRUSHED 11. ALL STRUCTURAL FILL TO BE PLACED AND COMPACTED PER GEOTECHNICAL REPORT
<br /> ROCK LEVELING PAD (TYP.) PREPARED BY TERRA ASSOCIATES, INC. PROJECT NO, T-6116-2, DATED OCTOBER 14,
<br /> 2015. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR MATERIAL WITH A
<br /> 8"X'18'X12" MAXIMUM AGGREGATE SIZE OF 3 INCHES AND A MAXIMUM OF 30 PERCENT PASSING THE
<br /> KEYSTONE COMPACT BLOCK WALL NO. 200 SIEVE (FINES CONTENT) BASED ON THE 3/4"GRAVEL FRACTION.
<br /> NOT TO SCALE
<br /> rt=-.• ; Terra REINFORCED FILL/KEYSTONE WALL
<br /> t,�� PROPOSED STORAGE BUILDING
<br /> ,>... Associates Inc. EVERETT, WASHINGTON
<br /> . ' Consultants in Geotechnical Engineering
<br /> Geology and
<br /> Environmental Earth Sciences Proj. No.T-6116-2 f Date JAN 2016 I Figure 1
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