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LEGEND: z <br /> 12 11' 10' � <br /> w 25'-0 25`-0 25'-0 25'-0 25'-0 25'-0 25'-0 �� U <br /> 25-0 <br /> 3'-6 4 EQ. SPACES � <br /> :T PARAPET G.L. <br /> TYP. U.N. cv � <br /> W <br /> EL 221'-6 <br /> F"' <br /> m Cn <br /> i Z <br /> W:P. EL. � O <br /> 213'-5 1/8 V <br /> o � <br /> � Q <br /> N LL <br /> � <br /> �; GENERAL NOTES: . � <br /> � � � <br /> � — <br /> � . . . � n � . . . . <br /> . . . . . . . � � . . TfSTI.� L: 168�-8 4 � . � . . . <br /> W.P. EL. <br /> 187'–� <br /> � <br /> _ __ _—__ <br /> � � <br /> � � REFERENCE DRAWINGS: <br /> T ST�. � <br /> � i� � . � 1_ . . <br /> EL. 166–7 � <br /> 2 -0 <br /> 2 .– <br /> . . � � . . . . � � . . � � r, . . . . . � � � .��I� � �. . . . � <br /> W <br /> � . .. .. � � .. . . . .. � . . � � � � � . � � . � � - <br /> . � � . . � . . . � <br /> . . . . . .. . . .. n . . .. . . . � . .. . - �� <br /> T/STL. <br /> : EL 147'-4 <br /> ' CONSTRUCTION NOTES: <br /> . .. . � � � � . . � � . . . � . . . n � � � . . .. . . . . � <br /> Cj`�j SAWCUT AND REMOVE EXISTING <br /> CONCRETE PANEL <br /> � <br /> T STL. <br /> EL. 126'-4 � <br /> i� <br /> . . . . � .. � . . . ..N . � � . . <br /> � � . . .. � . . .. . . � . . . . ..� ,.� �� .�. � . <br /> . . .. . . . . � . � .. . . . . .� . . . . . <br /> . � . � � . � . . . . � . � . � . . � � . �. � �� �� . <br /> . . ..� . . . . . . . .. . . � . ` � ' . . . . . . 14 . <br /> � . � �� � . .� . � u . _ � . . . � . �. �. . . � . � . 13 . <br /> � � .. � . .. � . . � . . . . �� � . . . . . . . . . \ �� � ., .. <br /> � . . � . . � � . . . . : . .. . . . � . . �. � 1 � . <br /> . � � . � ... � � . . � � . . .. � . � . . N .� . � <br /> i I <br /> T CONC. i� <br /> . . � . . . . . . . . � � . 71 <br /> EL. 100–0 ' � <br /> BOT. BASE Pt io <br /> (SEE CO�. <br /> SCHEDULE) <br /> 3>_a^ �'-a° KEY PLAN nI <br /> ... . . . � . . � ,.. . � . � � . . .. . . . . . � . . � . � . . SC4lE:NONE . 'V <br /> BOT. BASE P L <br /> (SEE COL 8' 4' 0 4' 8' 16' <br /> scHEou�e� ELEVATION AT AREAWAY 8e STAIRS <br /> SCALE: 1/8" = 1'-0" <br /> SCALE 1�8,� = 1'-0 <br /> N OTE: <br /> ALL GIRTS ARE #C12x20J (TYP.U.N.} a���Y���+'�,U <br /> ALL SAG RODS ARE 5/8" DIA. A36 (TYP.U.N.) � ��,�� ��"4,fl`��'; <br /> � �a �w <br /> REMQVAL Qfi� ���� :��� <br /> �oo sw ar��n s�ree�su�t�30� ����:����`"� <br /> �@C1$OI$��t�S�3111��1'�Cl����!l� David P. ealawajder <br /> � . . . � � � . . . . . . . . � . . WA PE 28184 <br /> SYA4 . �... �RE19510N . BY PPPRO�/ED DATE 5YM . � REVISION� � 6Y bPPROYED M7E � � .. � . A � SUBTfRE . . �� . . . CURREM'REVISION. � SYMBOI DATE �. <br /> nccEPTAeiurr ME�, os ,s ,a BUILDING ELEVATION " �sa77ssi O o3/t3/ta � <br /> tNIS DESIGN AND/OR K <br /> � 0 ISSUE�FOR CONSTRUCT�ON� � . MEM AHM� 03/13/14� � � � � � � . � SPECIFICATION IS APPROVED 'AHM �. . 03 73 74 � � sHeEr /�/�/� r, <br /> � �� �e� oy APPROVED BY DEPT. AATE� NAH . OJ��3 �4 n� .`l�//�// R z. <br /> . . . � . . . . . . � � �BOE/N�' sosr. �� HCKE .. � . � VLLOI-\ <br /> A �o BUILDING 40-37 JOB N0. COMP N0 0 <br /> jHo�p,� 91297.04/91431.03 <br /> AP Eo EVERETT, Wq °wc No. 40-037–S220R – <br /> ',s�f.�' , <br />