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� � ' GENERAL NOTES: <br /> � <br /> Q 1. THE WALLS SHALL BE CONSTRUCT'ED WITH 24"-47"DEEP BOULDERS USING <br /> � 15°BATTER(MINIMUM). <br /> � <br /> z 2. THE WALL REQUIRES i'MINIMUM EMBEDMENT AS SHOWN ON PROFILES. <br /> 0 <br /> w �. A GEOTEXTILE FABRIC SHALL BE PLACED WHERE RETAINING WALLS ABUT <br /> ° TO BUILDING FOUNDATION WALL AS SHOWN ON SIT'E PLAN(SHEET 2). <br /> � OVERLAP ALL ABUTMENT JOINTS 24"WITH A MINIMUM 48"WIDE FABRIC TO <br /> � PREVENT THE COREFILL AND BACKFILL FROM MIGRATING THROUGH THE <br /> � ABUTMENT JOINTS. <br /> 5 <br /> w 4. THE WALLS ARE DESIGNED AS GRAVITY WALLS REQUIRING NO GEOGRID <br /> ° REINFORCEMENT. <br /> z <br /> w <br /> � <br /> 2 <br /> O <br /> U <br /> w <br /> � <br /> 5 <br /> 0 <br /> � <br /> � <br /> W <br /> � <br /> � <br /> � <br /> a <br /> x <br /> 0 <br /> Ay . <br /> 6 <br /> �- <br /> w <br /> O <br /> U <br /> r o ..i o cn g .a v� o .-i v> o ,�v� <br /> � � � SHEEI' � Q M �� a �Q SHEET � �? <br /> o � z 6 N � � qw � zo4 6 � C]� <br /> a � z �, zQ �z � zQ <br /> V W � W W W� Wti1 <br /> � �ABUT TO BUILDING cWa �ABUT TO BUILDING � <br /> N FOUNDATION FOUNDATION <br /> � <br /> � <br /> x <br /> 0 <br /> °w TW=1045.00 <br /> � TW=1043.00 "�=1042.00 <br /> w <br /> 1044.00 TW/FG=1040.00 1044.00 1045.00 FG=1043.00 TW=1043.00 �/FG=1043.00 1046.00 <br /> FG=1041.00 <br /> z 1042.00 1042.00 1044.00 1044.00 <br /> ' 1040.00 FG=1038.00 1040.00 1042.00 - - - -- - _ �� ' 1042.00 <br /> � FG=103�.00� _ _ <br /> � 1038.00 -- - - _. _ _ _ _ _ ��� 1038.00 1040.00 BW=1042.00 1040.00 <br /> 1036.00 1036.00 1038.00 <br /> FINISHED GRADE AT BW=1042.00 1038.00 <br /> Q BW=1037.00 BW=1039.00 BOTTOM OF WALL <br /> � 1034.00 FINISHED GRADE AT BW=1036.00 1034.00 BW=1040.00 <br /> � BOTTOM OF WALL <br /> ° MIN.BEARING CAPACITY 2,000 PSF MIN.BEARING CAPACITY Z,000 PSF <br /> � <br /> a MIN.REINFORCEMENT GRAVITY WALL MIN.REINFORCEMENT GRAVITY WALL <br /> z DEPTH(FEE'I) DEPTH(FEE"I) <br /> � (CUT GRANITE LJNITS-15.0°BATTER) (CUT GRANITE UNITS-15.0°BATTER) <br /> o DIS�T AL�N� DIST ALONG <br /> 5 35.00 WALL(FEE'p 33.00 <br /> 10 20 30 10 20 30 <br /> ,�, *'ALL ELEVATIONS 0 "ALL ELEVATTONS 0 <br /> < SHOWN IN FEET"'" SHOWN IN FEET"` <br /> 0 <br /> N <br /> � CUT GRANITE WALL 2 - FRONT FACE ELEVATION CUT GRANITE WALL 3 - FRONT FACE ELEVATION <br /> �: <br /> x <br /> � <br /> Designed�: Projea: Aegistration Na 1 hereby certi thac this t ,sp ification,or report was prepated by <br /> y No. Dau xn.�+o� sv 25493 <br /> O S� GONYEA GRANITE CUBE WALLS me or under y dit t petv'ion and that 1 am a duly Licensed <br /> � CIVIL D ESIGN 1 ORONO,MINNESOTA Professional n 'n t laws of the State of Minnesota. <br /> o z s��e: e�o�«<No: <br /> � PROFESSIONALS 4 1"=l0' T�e 14A694 <br /> � <br /> � Bb09 LYNDALE AVENUE 90IICH.SUITE IOl BIAOIANGTON,MN 55120 Date: Sheet No: N �y��y� <br /> � PHONE�195217�35)121FA&176JIY1L19B9�WEB8176�WWW.CDP-USCOM 5 � DEC l,zo�4 W�-L 2 AND 3 ELEVATIONS Datt: M'/WiVl�f <br /> � �rre.o�o�,or+..o�+N,.a�.o.a.,�.�,w.�.Aor�..>N.�. 6 � MICHAEL R.]OHNSON,P.E. <br />