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t _ i _ , <br /> r " ' <br /> �^fY�F� <br /> /���fs f! <br /> �8�.r' <br /> SEC. 29, T29N . , R5E. , W. M . � <br /> American Property Development,Inc. <br /> 110 110th Avenue NE suite 550 <br /> Bellevue,WA 98004 <br /> � <br /> � <br /> � <br /> rn <br /> z <br /> W � <br /> � <br /> U Z ' <br /> �, _ �, <br /> W N� <br /> z Q `� <br /> U � � <br /> N <br /> � /( � Y M� <br /> � W V�O <br /> � � J � <br /> N `.". LL, <br /> oLLv <br /> ���� J � � � . �� <br /> N Q <br /> � � F � J <br /> � J � �-i Q <br /> � N�N <br /> (� w m <br /> z <br /> � U o z� <br /> U aa <br /> 0 <br /> BUILDING Q <br /> � <br /> I o * <br /> 13.5' MIN. VARIES ^ <br /> � <br /> EMULSIFlED ASPHALT GRADE CSS-1 <br /> 0.5' VARIES TACK SHALL BE APPLIED TO EDGES coP�icHr c zoo5, ALL RIGHTS RESERVED <br /> OF ALL EXISITNG ASPHALT O " <br /> q.� �� PAVEMENT. ALL JOINTS SHALL BE � <br /> 175�., FLOW IJNE SEALED USING PAVING ASPHALT �EX 4-5� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SUBMITTAL/REVISIONS <br /> FUIL DEPTH SAWCUT AR4000W _ _ ._ _ — --- - - - - - - -" - ,� on� DESCRIP110N <br /> - - - - - - - - - - - - - - - - - 1 2/20/1 BID SET <br /> � I _ _ _ - - - <br /> � � - - - - - - - - - - - - - - - - - - - - <br /> CEMENT CONCRETE SIDEWALK I - - - - - - - - - - - - - - - - - � <br /> � I - - - - - - I <br /> PER DETAIL 312, SEE HC-02 � I <br /> 4" COMPACTED DEPTH HMA CL 1/2 IN. <br /> 2° CRUSHED SURFACING � I EXISTING PAVEMENT SEC110N <br /> BASE COURSE 1 � PG 64-22, 2 LIFTS REQUIRED <br /> � � 6° CRUSHED SURFACING NOTE: <br /> � � BASE COURSE ROADWAY SHALL BE CONSTRUCTED ; , <br /> � 6" GRAVEL BORROW PER DETAIL 301, SEE HC-02 � . <br /> I <br /> SIDEWALK TREE PLANTING DETAIL, CONCRETE CURB AND EMULSIFIED ASPHALT GRADE CSS-1 TYPICAL SECTION A-A (BROADWAY AVE) <br /> SEE LS-01, SEE SP-Q1 FOR TREE GUTTER TYPE A-1 TACK SHALL BE APPLIED TO EDGES <br /> GRATE LOCATIONS PER DETAIL 307, SEE HC-02 OF ALL EXISIING ASPHALT SCALE: 1" = 2' <br /> PAVEMENT. ALL JOINTS SHALL BE <br /> SEALED USING PAVING ASPHALT � <br /> AR4000W <br /> . <br /> � <br /> V J <br /> �. 0 , <br /> Z � <br /> BUILDING � <br /> N z <br /> i M <br /> VARIES VARIES W , :. <br /> W ` . <br /> EMULSIFlED ASPHALT GRADE CSS-1 � <br /> VARIES 0.5' VARIES OFCALL X SITNG ASPHALT 0 EDGES �- � ZO <br /> 4� �� PAVEMENT. ALL JOINTS SHALL BE - - � � � � <br /> 1 75�.� ("— FLOW L1NE SEALED USING PAVING ASPHALT �EX 4-5� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .- _. - - - - <br /> FULL DEPTH SAWCUT AR4000W - - - - - - - - - - - - - - - - - - - - - - - � Q Z <br /> �� - - - - - - - Q ^ � <br /> � � - - - - - LL <br /> ' ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �C Q � <br /> CEMENT CONCRETE SIDEWALK I I - - - - - - - I O <br /> PER DETAIL 312, HC-02 � � 4" COMPACTED DEPTH HMA CL 1/2 IN. ~ <br /> � 2" CRUSHED SURFACING � � PG 64-22, 2 IIFTS REQUIRED EXISTiNG PAVEMENT SEC110N � � W ; <br /> � LANDSCAPING, SEE LANDSCAPE PLANS BASE COURSE � � 6" CRUSHED SURFACING � � � <br /> x � NOTE: <br /> o � ( BASE COURSE ROADWAY SHALL BE CONSTRUCTED � � <br /> � _ _ _ _ _ _ _ _ _ � 6" GRAVEL BORROW PER DETAIL 301, SEE HC-02 � W <br /> Q I <br /> o a <br /> � CONCRETE CURB AND EMULSIFIED ASPHALT GRADE CSS-1 TYPICAL SECTION B-B (32ND ST) ° <br /> Z �� .�,�E A_� TACK SHALL BE APPLIED TO EDGES SCALE: 1" = 2' <br /> j SIDEWALK TREE PLANTING DETAIL, OF ALL EXISITNG ASPHALT <br /> o SEE LS-01, SEE SP-01 FOR TREE PER DETAIL 307, SEE HC-02 pAVEMENT. ALL JOINTS SHALL BE <br /> Z GRATE LOCAl10NS SEALED USING PAVING ASPHALT � <br /> � AR4000W CI� <br /> �V � , .. <br /> d <br /> � i . <br /> N O <br /> Z <br /> O <br /> U <br /> � <br /> I �O <br /> W vN <br /> Q �2 <br /> / <br /> W � � <br /> � <br /> W � <br /> � / <br /> Q ` <br /> U � <br /> � <br /> Q <br /> J <br /> � Q , <br /> O <br /> 1� ' <br /> � � , <br /> / <br /> H O <br /> Z <br /> W <br /> � � <br /> W <br /> C.'� <br /> C ¢ <br /> t Z <br /> � a <br /> � � <br /> c ~ w � <br /> .�w <br /> W ' 1 . <br /> � � OSS D.JAR <br /> L <br /> E � CALL BEFORE YOU DIG: �P� °F WASyf"�os SA�iI ORDONEZ �� OF 32 <br /> �°� THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR � - 2 SHEET TITLE <br /> � � THE LOCATION AND PROTECTION OF ALL EXISTING � � � � � <br /> � � UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY o �v ' � <br /> op N � 43668 p � v n 0 /� <br /> o� LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE FS FGISTE(�� �� A J� I <br /> N w UNDERGROUND LOCATE LINE 811 OR 1-800-424-5555 SjONA L �� �` <br /> � A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. <br /> N � <br /> O� <br /> � Z <br /> � <br />