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� <br />N <br />Y <br />� <br />� <br />m <br />� <br />W/LLL FACINO (TVPJ � <br />(SEE 97D.PLAN D,9�) _ <br />FINI9HED 6ROUND L1NE (TYP.) <br />APPROXIMATE FINAL i <br />BATTER FOR FACE OF - <br />GE03YNTHETICLAYER3 �-�� <br />1� <br />i <br />4b : <br />i <br />N <br />��. <br />� <br />FINISHED GRADE O <br />AFTER CONSTRUCTION � <br />OF WALLFACING \ �n <br />....._......�........ p <br />¢ <br />i <br />. �i <br />B,ARRIER ON WALL <br />(SEE STD. PUN D3D, OR D-3,.� <br />-------------, <br />� <br />� '� <br />� � <br />L <br />� TOP GEOSYNTHETIC LAYER <br />OEO5YNTHETC (TYP.) <br />r. <br />n�oo�co �rppApE <br />JW D3D, OR D-Je) <br />GEOSYNTHETiC WALL, TYPE 7 <br />wc�uoes aoeac oeeiaw <br />GROUND ACCELERATION COEFFlCIEHT, MO.1Bp TO 0.30p. <br />HORIZONTAL BACKSLOPE VYI7H 2 FT. TRAFFIC SURCWIRGE <br />I <br />L <br />Q 1YPE 6: X• 2 <br />a nrPe e: x • �.�s <br />� <br />OEOSYNTHETIC WALL, TYPES 2 3 3 <br />wrxuoes se�c oEawk <br />GROUND ACCELERA710N COEFFlCIENT. A=0.1Bg TO 0.30p. <br />GEOSYNTHETIC WALL, TYPE 4 pERMANENT t3EOSYNTHETIC WALLS GEOSYRlTHETIC WALL, TYPES 6 8 6 <br />ar�nc oeeiow orar TypICAL CROSS SECTIONS ar�nc oeaioa aar <br />GROUND ACCELERATION COEFFlCIENT, A�0.15p OR LE33. GROUND ACCELERATION COEFFICIENT, A-0.15p OR LE3S. <br />HORIZONTAL BACK3LOPE NATH 2 FT. TRAFFIC SURCW+RGE <br />.-------- -----�------------� <br />� . i <br />i <br />OEOSYNTIIETIC <br />LAYERS (TYP.) <br />�-4' - 0' MIN. (1'Y— <br />:INFORCEMENT LEN6TH AND <br />u� occnv�nor+ cwss e <br />811CIffILL AND COMPACiION. <br />SECTION DETAIL <br />� GRAVELBORROW <br />i " BACKFILL <br />i <br />f:i�l:;�S1�3 <br />1O 'N' ROWS OF 1� iR1 � DOYVEL REII�ORCEMENT PLACED BEiVJEEN <br />GEOSYNTHETIC UYERS � 6' - 0" O.C. HORIZONTILL SPACINO, SEE <br />TABLE, SHEET 2. VERTICAL SPACINO BETVYEEN ROWS TO BE EOUAL, <br />AS MULTPLES OF "SY ALLOW. ROYVS MAY BE STAOCiERED. <br />3' - 0' <br />2O GEOTD(71LE FOR UNDFRGROUND DRIUNAGE CLASS A, LOW SURVNABILffY <br />(ONLY NEEDED IF A(iE00RID IS USED FOR OEOSYNTHETIC REINFORCEMENT) <br />O3 7' - P MMI. GE07DCT1LE OVERI AP, TOP S BOTTOM <br />4O S' I.D. PVC PIPE FOR VYEEP HOLE IN WALL FACING - PLACE BETYVEEN (iE0. <br />SYNTHETIC UYERS APPRQX B` DEEP AT 7V - 0' HORIZONTAL SPACING, <br />LENOiH TO D(7END TO OUTER SURFACE OF 9PECIFlED WM.L FACIN6. <br />NOTES <br />FOR THE VALUES OF "l",'M, AND'S�,", SEE SHEET 2. <br />FOR GEOSYNTHETIC WALL CONSTRUCTION SE�UENCE, <br />SEE SHEET 3. <br />e = EPO%Y CAATED <br />EXPIRES Jl1LY I. 200T ����Y <br />PlRMANENT <br />Gl03YNTNCTIC WALL <br />TYPls 7 - 6 <br />sTANDARD PLAN D,3 <br />SHEET 1 OF 3 SHEETS <br />APPROVED FOR PUBLICATION <br />Harold J. Pete►Ifaso 07-13-OS <br />...rex..we�o.ea are <br />�INplinpen ibY D�y�rbnw�NTiveya/rfsn <br />