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HomeMy WebLinkAboutR-417835NW 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. 00 NET I O v 0 W F- LU J O L7 D v 17 k----------E-� ---------- -------------------1 5.9% 11+00 JEFFERSON AVENUE NE - _- -. - - -. - - - - P Ss 14 _ y _._----___ �_y__.__-----_ D � D �> D 0 CURVE QQ 1 FL EL PC STA. 10+62.24, 9.87' LT 340.24 1/2 340.09 PRC STA. 10+73.01, 12.93' LT 340.12 A= 30'56'27" R= 20.00' L= 10.80' CURVE I FL EL PRC STA. 10+73.01, 12.93' LT 1 340.12 1/2 340.21 PT STA. 10+83.65, 16.00' LT 340.26 A= 32008'33" R= 20.00' L= 11.22' CURVE a FL EL PC STA. 11+03.63, 16.00' LT 1340.68 1/2 340.81 PRC STA. 11+41.16, 13.00' LT 340.96 A= 31'47'18" R= 20.DO' L= 11.10' CURVE 4 FL EL PRC STA. 11+14.160 13.00' LT 340.96 1/2 341.11 PT STA.11+24.70, 10.00' LT 341.24 A= 31'47'18" R= 20.00' L= 11.10' NOTES: 1. REFER TO HORIZONTAL CONTROL PLANS FOR DRIVEWAY AND CURB RAMP LOCATIONS. CURVE QQ FL EL PC STA. 11+45.58, 10.00' LT 341.68 1/2 341.78 PRC STA. 11+56.12, 13,00' LT 341.84 A= 31'47'18" R= 20.00' L= 11.10' CURVE Qa FL EL PRC STA. 11+56.12, 13.00' LT 341.84 1/2 341.90 PT STA. 11+66.66, 16.00' LT 342.00 A= 31'47'18" R= 20.00' L= 11.10' CURVE pQ FL EL PC STA. 10+62.71, 10.28' RT 340.33 1/2 340.19 PRC STA. 10+73.34, 13.14' RT 340.18 A= 31'55'3Y R= 20.D0' L= 11.14' CURVE Qe FL EL PRC STA. 10+73.34, 13.14' RT 340.18 1/2 340.30 PT STA. 10+83.659 16.00' RT 340.76 A= 31'02'16" R= 20.00' L= 10.83' CURVE s FL EL PC STA. 11+26.35, 16.00' RT 341.16 1/2 341.29 PRC STA. 11+36.89, 13.00' RT 341.44 A= 31'47'18" R= 20.00' L= 11.10' CURVE m FL EL PRC STA. 11+36.89, 13.00' RT 341.44 1/2 341.59 PT STA.11+47.42, 10.00' RT 341.72 A= 31'47'18" R= 20.00' L= 11.10' CURVE n FL EL PC STA. 11+68.29, 10.00 RT 342.15 1/2 342.26 PRC STA. 11+78.83, 13.00' RT 342.32 A= 31'47'18" R= 20.D0' L= 11.10' CURVE Q FL EL PRC STA. 11+78.83, 13.00' RT 342.32 1/2 342.38 PT STA. 11+89.36, 16.D0' RT 342.48 A= 31'47'18" Call 811 1, • business days before you dig N0. FUTURE BLOCK C 0 m p � It JEFFERSON AVENUE NE GRADING ENLARGEMENT 1 SCALE: 1" = 5' C4.00 CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR uq L7 N O T O O , N U - to O co O O O O N Q C R-417835 IN COMPLIANCE WITH CITY OF RENTON STANDARDS .� win ro N DEVELOPMENT ENGINEERING O lcpff I msippo 04/07/2022 gay 36015th Avenue, Suite 1600 0 2.56�- RAR, gA'L'ISTBe{4� Seattle, WA 98101 1 inch = 5 feel ONAL 306.622.5811 3/11/2022 etww.kpff.cam M„AS NOTED °Z°"`�"HAD '°"^"' CITY OF SOLERA 2842 NE SUNSET BLVD °°®°"' ' RENTON �� DnruM RENTON, WA 98056 d Planning/Building/Public Works Dept.C`r,20 IF NOT ONE INCH "" "`°'"""` CURB RAMP AND DRIVEWAY DETAILSCEI , 35 14, LM M M O O O 00 .1