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R <br /> - 0 �lOT�S <br /> , <br /> � 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY L�IVE. <br /> 2 <br /> 2. 3/8" WIDE FULL DEPTH EXPAIVSION JOIfVT. <br /> EXIST SIDEWALK <br /> 3 3. 3/8" WIDE FULL DEPTH EXPANSIOIV JOINT IF <br /> EXIST TYPE A NOTE 1 ABOVE IS 15' OR GREATER. <br /> CURB �• � ` -9 4 <br /> - - - - 4. WITHIN THE CITY RIGHT-OF-WAYTHE DRIVEWAY <br /> W 4� SHALL BE SURFACED WITH ASPHALT OR <br /> ��1 � ' � Z CONCRETE. <br /> � <br /> ' 1 5. THE DRIVEWAY RAMP IiVCLUDING WING RAMPS <br /> �� � �P� . " SHALL BE CONCRETE COMMERCIAL MIX AS <br /> � . . � <br /> s- � 5 LL. . .W. LL <br /> CALLED OUT IIV WSDOT STD SPECS.,A MIN OF 6" <br /> 6- � � - LL - � THICK AND PLACED ON A MINIMUM OF 2° <br /> \� W LL ." .'W'. CRUSHED SURFACING BASE COURSE COMPACTED <br /> � �� � � ` �-�-� T095% MAXIMUM DENSITY. <br /> -9 1 � � �1-1� �-�- <br /> h!f . 6. MAINTAIN 1/2" LIP ATGUTTER. <br /> � <br /> 6 B � <br /> x � <br /> � <br /> s�-, �� � <br /> - - � EXIST MONOLITHIC <br /> � <br /> CURB AND SW , .. _ - <br /> PAVEMENT <br /> � <br /> � <br /> 0 <br /> N <br /> ti <br /> N EXIST 5'MIN EXIST 5'MIN <br /> Y PAVEMENT 6 4 PAVEMENT 4 <br /> � 2� 20� <br /> 0 <br /> z - - <br /> 7 <br /> H <br /> z <br /> � <br /> p . .. :...:._._....�:..:.:..:.� . <br /> .:.., ...............,_,_,_.<..,. . . . . ... . . <br /> - � - `` MONOLITHIC CURB <br /> 0 5 &SW <br /> � <br /> 0 <br /> N <br /> a 2" MIN CRUSHED SURFACING <br /> NBASE COURSE <br /> Z ��TY �� �VE�ET� <br /> 0 <br /> z EVF/P�7T PU��,1� WORKS DEPAIZTMEW`T <br /> " SECTIOIV A-A SECTIOiV B-B <br /> �c ' C�}�RYAN SASS TOM HOOD �PAU�L WILHELM oaw�WRg Nrrenc4evDale <br /> �m USING TYPE A-1 CURB USING MONOLITHIC CURB &SW T�,�E 12/30/2016 <br /> y�N <br /> =� CEMENT CONCRETE <br /> ¢� ��. ,� DRIVEWAY RAMP TYPE- 1 315 <br /> Ea� - <br /> ��' � <br />