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HomeMy WebLinkAboutT-42280100 N N 32 — 30 — 0 28 — w 26 — 24 — CID 22 N (N 20 r 18 — 16 — O 14 — 12 — a 0 N N 0 N 0 U 0 0 I c� 0 c� DO I r 0 N O N i z w Q Z w J ■ PROPOSED TOINE mgwm-mmw�Q-68% WE ������ SURFACE AT TOP OF CURB —EX. GRAVEL—mmmmmmmmmmmmm ■ rl . � I o lc� � I� 1 I l� �I I� 0� � I zl I I I I I X occ;De 1 1 Ij II IX >-LLJ I0 IQ> I 1 Q � �2 � Z C/) II 801 SW 16TH ST 1 J! CqI / r X L)w I P A I I N I� I I I I '/ \\ wo � I II �/� SEE SHEET C3.1X ml (FL 21.7E X 9 Fox FO 24L \ x_;(FS 21 .81) I X I .•. 1� '• o (FS 21 .42f) / tp IN / I x 16 `l87'21'30"W // .12 I I I I� I� c� •'_;. ..... 9 ... I 4 J�' SE 89°48'29.25». SDx Ipx 7=' / /// , � // /�, I -�.•.. I C, I SD x s .:.:.:.:�.svx:...-:•:.:. I ... 04 N'00 / J I / j'� ii o / ii--- �/61 •/ /// I —19--1 cco 1901 RAYMOND SAVE SWco CONSTRUCTION NOTES 10+50 11 +00 11 +50 12+00 12+50 PROFILE AT TOP OF CURB SCALE: H: 1 "=20 V: 1 = 5 U INSTALL ASPHALT PAVEMENT PER DETAIL 4, SHEET C6.0.0 O INSTALL 6" CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN 101 ®INSTALL CONCRETE SIDEWALK PER CITY OF RENTON STANDARD PLAN 102 ( PROVIDE NEW TO EXISING AC PAVEMENT TRANSITION PER DETAIL 3, SHEET C6.0.0 ® DOUBLE LANE LINE STRIPING PER WSDOT STANDARD PLAN M-20.10-03 O9 CROSSWALK STRIPING PER CITY OF RENTON STANDARD PLAN 128 10 INSTALL SALVAGED SIGNAGE PER CITY OF RENTON STANDARD PLAN 129 11 REPLACE LANE STRIPING 12 CONTRACTOR TO COORDINATE WITH UTILITY OWNER TO RELOCATE EXISTING UTILITY VAULT OUTSIDE OF VEHICULAR WAY 13 ADJUST GATE VALVE TO NEW GRADE 15 SALVAGE EXISTING SIGN 16 SAWCUT/PAVEMENT TRANSITION PER DETAIL 3, SHEET C6.0.0 20 GRIND AND OVERLAY PER DETAIL 1, SHEET C6.0.0 21 REMOVE EXISTING CENTERLINE STRIPING 22 PROTECT IN PLACE 24 INSTALL R1-1 STOP SIGN PER CITY OF RENTON STANDARD PLAN 129 25 INSTALL CATCH BASIN TYPE II PER CITY OF RENTON STANDARD PLAN 201.00 NORTH R/W 30, 1_ 1 1 1 '+ PROPOSED 6" CURB & GUTTER .-P Q'+ SOUTH 30, R/W 1 2" GRIND AND OVERLAY i EXIST. EDGE OF PAVEMENT . _ ..--IU6-I1=it EXISTING AC PAVING PROPOSED AC PAVING SW 19TH ST (60' R/W) TYPICAL STREET SECTION NO SCALE REVISION 13+00 CURB DATA ® BEARING/DELTA RADIUS LENGTH 1 A=90`02'38" 24.44' 38.40' 2 N 89°47'45" W -- 298.73' 'WHacl C AN N V 5 COMPANY 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com W1.111 iGnifIC IiGmY17 x — — rtJG1`X — — -Id1GPx UG� r� 1a--- 17 I m 20' 32 30 28 26 24 22 20 18 16 14 12 — UGTx— UGPx 40' 60' SCALE "= 20' T-422801 R-422813 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ® TRANSPORTATION OPERATION � Michael Sippo 11 /04/2022 CBarnes 11 /09/2022 SURVEYED: SCALE: DATE: »_20 ' HORIZONTAL:C T Y O F HORIZONTAL: NAD 1983/1991 ' 10-24-2022 DESIGNED: 1 — RENTON ELD EL STREET IMPROVEMENT PLAN-19TH PAGEBOOK: DRAWN: VR CHECKED: ONE INCH DATU M STREET WIDENING DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. C 5 , 3 , 2 IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: 13 36