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Home My WebLink AboutR-41783600 7 n a 0 29 Q d p � W J O 07 17 p Cl P( PF A C( PF 1/ Pl A= a P( 1/ 1/ 3 P( � A. - NOTES: 1. REFER TO HORIZONTAL CONTROL N PLANS FOR DRIVEWAY AND CURB RAMP LOCATIONS. 0 0 D V 0 2.5 5 10 1 inch = 5 teat NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. p p IV 51 L. sus o l 1 35 . 0 Y- k ao 1 +� 0000 ° 1k% k 40, ° d 4 .w Iza p S$ p° o° 14 S>. °o_ a ? 0 p p I 7 17+00 -JEFFERSON AVENUE NE p �. p I 1�7 p S p � r -�X 3 p _I'7 �.o - 8 0000.00 o, so, p CVg 17 ate/ SAN a p o00 - oo�- O� W '7 Z 1 0 IMF �o i O 1\ k0 s p I V a &Q '�sv u l o DN � p sv p no )2 1 1 O JEFFERSON AVENUE NE & NE 11TH STREET V p n III CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL 3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL Call 811 4 CIVIL CONSTRUCTION PERMIT RESUBMI TAL • twa business days before you dig N0. REVISION A BY I DATE I APPR LA CURVE © FL EL PC STA. 22+86.25, 16.00' LT 353.10 1 /2 352.99 PRC STA. 22+75.72, 13.00' LT 352.92 A= 31'47'18" R= 20.00' L= 11.10' CURVE 07 FL EL PRC STA. 22+75.72, 13.00' LT 352.92 1/2 353.08 PCC STA. 22+65.18, 10.00' LT 353.25 A= 31'47'18" R= 20.00' L= 11.10, CURVE Oa BOC EL PCC STA 22+65.18, 10.00' LT 353.25 1/4 353.48 3/4 353.87 PCC STA 22+40.18, 35.00' LT 354.11 A= 90'00'00" R= 25.00' L= 39.27' CURVE O FL EL PCC STA. 17+32.340 10.00' RT 354.11 1/2 353.81 PRC STA. 17+42.87, 13.00' RT 353.53 A= 31'47'18" R= 20.00' L= 11.10' CURVE tD FL EL PRC STA. 17+42.87, 13.00' RT 353.53 1/2 353.54 PT STA. 17+52.41, 16.00' RT 353.58 A= 31'47'18" R= 20.00' L= 11.10' CURVE a FL EL PC STA. 17+53.41, 16.00' LT 353.58 1/2 353.54 PRC STA. 17+42.87, 13.D0' LT 353.53 A= 31'47'18" R= 20.00' L= 11.10' CURVE t© FL EL PRC STA. 17+42.87, 13.00' LT 353.53 1/2 353.81 PCC STA. 17+32.34, 10.00' LT 354.11 A= 31'47'18" R= 20.00' L= 11.10' CURVE to BOC EL PCC STA. 17+32.340 10.00' LT 4.11 353.87 1 /2 353.66 3/4 353.44 PT STA 17+07.349 35.00, LT 353.23 A= 90roo'00" R= 25.00' L= 39.27' CURVE a BOC EL PC STA. 16+87.34, 35.00' LT 353.23 1/4 353.19 3%4 353.10 PT STA 16+62.34, 10.00' LT 353.06 A= 90'00'00" R= 25.00' L= 39.27' CURVE t5 FL EL PC STA. 16+47.73, 10.DO' LT 352.20 1/2 352.07 PRC STA. 16+37.19, 13.00' LT 351.92 A= 31'47'18" R= 20.00' L= 11.10' CURVE 9 FL EL PRC STA. 16+37.19, 13.00' LT 351.92 1/2 351.77 PT STA. 16+26.66, 16.D0' LT 351.64 A= 31'47'18" R= 20.00' L= 11.10' GRADING ENLARGEMENT 2 SCALE: 1" = 5' C4.01 p R-417836 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 p 9�49 36015th Avenue, Suite 1600 o�RACi3T8e�`{Q� Seattle, WA 98101 93(ONAL3N.6II.5622 3/11/2022 www.ltpff.cam HAND III AS NOTED a�°"`�"HAD '°"^"' CITY OF SOLERA RRI 2842 NE SUNSET BLVD "' RENTON �� DnruMAff RENTON, WA 98056 Planning/B�lding/Public Woks Dept.IF NOT ONE INCH mC4.21 "" "" `°'°"` CURB RAMP AND DRIVEWAY DETAILS 36 14.