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T-122609
MATChT EXIST. CURB RETURN DATA R 8 L T ® 1 15' 91° 06' 14" 23.85' 15.29' © __I.5' 1 89° 53 46 _ 23.53 14.90' o I 3 �i I I o I STA.1 +56.30 CONST TYPED" CONC. DRIVEWAY W =10' H DA 1-I H V G. J 7 STA. 2 +15.00, t �ONST. TYPE 0" S Ii zi �STA.3 +8 . -0 ,T - -1 nwm fl1WM CO,NC. DRIVEWAY W =10' C CONC. DRIVEWAY C CONC. DRI VE. Y Y W=g' W W =9' F' P P / / N � .. i cm N M + a + 18.5' O STA. 0 + 85.20 CONST TYPED' STA. l + 70.00 - CONST TYPE D" I - - z 14 _ CDNC. DRIVEWAY CONC. DRIVEWAY 30 W= 9' W= /O' G D DA 1-I H V G. J J. I STA. 2 +15.00, t �ONST. TYPE 0" S STA. 2+64.00 STA. 2 +88.80 � �STA.3 +8 . -0 CO,NC. DRIVEWAY W =10' C CONC. DRIVEWAY C CONC. DRI VE. Y Y W=g' W W =9' F' P P / / w f -$ ---- - - - z 14 _ Ef STA. 2 +19.50 CONST. TYPED' CONC. DRIVEWAY W =12' o� G�P< sSv�ti SCALE: l = 20 HOR/Z. 10` VERT. CAUTION!! CC -VTACT SEATTLE WATER CO. BEFORE EXCAVATING IN VICINITY OF WATER LINES. CALL 583-5891 L0 Q J FOR SIDEWALK CONSTRUCTION, WEST SIDE, BETWEEN STA. 4 +64.3 8 STA. 5 +32.0 SEE SHEET l0, DETAIL A'.