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� � � a � w � w � w g z w <br /> � � � q � Z SHEET � z � � � ,� <br /> z � o � o � o xo <br /> w z U U � � U <br /> � � � ' � � �� <br /> STAIRS <br /> T/W El.-949.80 T/W EL-949.75 <br /> 0 950.00 T!W El.=949.OQ T/W EL=998.60 F/G EL-945.00 F/G F.i m 945.80 � <br /> 950.C10 � <br /> 1 _ � <br /> E.-. 94$.00 � � � F/G FL-947.SQ 948.00 <br /> �7 946.00 _ -�' ,-- -._ _ � _ � _ - � <br /> - - - - - - - - <br /> - - - - - - - - -- - - - - 94G.00 ? <br /> W 944.00 B/WE1. =948.80 - - - - - - - <br /> 944.00 w <br /> B/W}:l �946.50 B/W EL=944.00 B/W EI.=945.80 B/W EI =94fiA8 <br /> PINISFIEU GRADE AT <br /> BOTTO;vi C)F WALL <br /> REINFORCEMENT � GRAVI7Y <br /> DEP7'}1(FEE"I) <br /> (BOtJLI�ERS- 15.0°MIN.BATTER) <br /> DIST ALONG <br /> WALL(FF,E"� <br /> � t(l 2� 30 4� 50 60 70 $d �Xl l0� 1 IO t'_6 <br /> BOLJLDER �XIALL 7 - FRONT FACE ELEVATION <br /> �' W f�. � G � QV 'fn � �I V'i <br /> � � <br /> � W � •-I ..J ._! <br /> G � z � � 1= O Q�"" c}t Q �.. <br /> ... x � � �o � Q <br /> ° � z � a � <br /> J <br /> <F'c' -i w C7z �,Z,,.Ca <br /> � d ��J W <br /> � � Gn <br /> T1E INTO WAI..I.3 �ABL!"r"I'q EYiST1N(� <br /> 7'/W EI =949.750 GENERA.L NOTES; T/W EL�947.80 FOliNDATI�)N <br /> T/W tiL<949.80 F/G EL�947.50 <br /> "T/W GL�95LG0 i. WALLS SHALL BE CONSTRIJCTEI) WlT1I BOULAERS USING A MiNIMUM IS.O" z F/G EL-94G.80 � <br /> F/G F.L=949.30 BATTER. O 948A(1 948.00 � <br /> � �15Z.00 953.00 � ?, THE WALIS ARE DESlGNED AS GRAVITY WAL1S REQLIIRING NO GEOGRID Q 94G.00 � � - - - _ _ ._ � �946.00 ¢ <br /> [-� 950.00 F/U'EL �947.00 q50.Q0 � REINFC�RCEMENT.SL•E BC)ULDER DEI'TH CHART FOR S1ZE REQUfREMENTS. � - � <br /> 'Q _. - "-- d � 944.00 944.Q0 w <br /> W 948.00 l ._ --" ��Qg•� W �3. A GGQTE7C"T11.E PABRIC SHALL BG PI.ACED WHERE RETAWING WALLS ABIJT TCl W w <br /> W 94G.00 94(.00 ^-� EXI5T(NG FOI.!NDATIONS A5 SHc�WN ON SiTE P(AN (SEIEET 2). C�VERI_AP ALL. <br /> FINISHEn GRADE A'T W .qgL;TMENT OMTS ?4" WiT}i A MINIMLIM 48° W1UE FABttiC TO PREVENT THE B/W�L=945.80 <br /> 80TTC3M OF WAl_L � FWIStiED GRAUE AT <br /> CC�REf�ILL AND BACKFILL FROM MIGRATiNG THRUUGH THE ABUTMENT JOINTS. <br /> B/W EL v 94fi-00 <br /> BOTTOyt OF WALL <br /> 8/W E1.mm 946.08 A/W EL=948.30 B/W EL. =94G.50 <br /> Rf3INT�C�RC:EMENT ( GRAViTY � REINFORC:EMENT � GRAVI7Y � <br /> DEP"i'f i{FEE1� t---- DEPTH(FEE`i) r � <br /> (BOL)I.DERS-15A°MlN.BATTER} (BOULDERS- 15A�M1N.BATTtsR) <br /> DIST ALC�NG <br /> UIST AI.ONG <br /> W,AI.L(I�EE"p l�}3.00 WALL{FEE'17 ?1.0� <br /> 1?0 t30 140 Q jp ?� <br /> BOULI�ER WALL 7 - FRONT FACE ELE�lATION BOULDER WALL 7 - FRONT FACE ELEVATION <br /> C��PYRIGHT(c)'_01'BYidlVIL DL'5IGN PROFESSIONALS <br /> � DESIGN rk;,R,��rk �..�, �.,,R,�..m�., <br /> �'c� . N.. (hte Rcxi.�.m <br /> � �` BTD KIMMES Rf:�S[L)ENC:E Z5493 <br /> �� ; k:,�. ORONO.�tINNGSOTA �,�,�,N,. <br /> i 1°- 10' 12-187 f <br /> w1K1�YtatMtF.AVET1t.�F"stu�IH.sli(f:.M 4 lidc: � �: �' 11�� <br /> NI.(x)MIN(IIUN.1�N StiY1 IL��r. $hrr�Nu: <br /> P���>Nf:��s�,�LS�„��,�{,^�,��,�.�°� 5 JL'NE 04,�oiz WALL 7 AND 8 ELEVA?I(�NS ,,,,, <br /> a�ertsrre<a��Rir��.ci���t <br /> O � M�rfuel R.�uhn.on,P.F.. <br />