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HomeMy WebLinkAboutR-42281200 N N 1 T O 0o N N 1 1 W z O N Q Q N >Q IN T JGT _K c� X PAVING LIMITS (n, cn STA= 'Y 51 + 7.45 NOTES: 1. REMOVE EXISTING CURB, CURB AND GUTTER, SIDEWALK, ASPHALT PAVEMENT, BASE COURSE, AND OTHER / it X X Offsq= 0 o SURFACINGS AS REQUIRED TO CONSTRUCT ROADWAY I.x . IMPROVEMENTS AS SHOWN. I x o 2. COORDINATE WITH CITY FOR SALVAGING OF MATERIALS. X'.. . . SALVAGE SIGNS, STEEL POSTS, RIMS/GRATES AND f U) ASPH DELIVER TO CITY AS DIRECTED. X .. o Q 3. SEE RESPECTIVE DRAWING SHEETS FOR LIGHTING, SIGNING X X. O AND STRIPING PLANS. u, c ci ~ c� X 10 O ----- I ° I CO 01 FP�� a 21 12 ASPH o L. GRASS GRASS GRASS `'r SDX' SDx 5 RR IRRG IRRG ��M:.21.. �� \\ �.. 4 o IR 23 p .. 28 x UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx U x SO O 12 D� UGTx U Tz U Tx GPx' 11 26 0-0-0-0-0-0-0-0-0-0— . 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Wx V1/•x V1/x QX OHP - \ G x x x x x x Gx Gx WAL \ H OH LdHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx FOx FOX FOX FOX FOX FOX _ FOX FOX_ FOX _ _FOX FOX _ FOX _ FOX FOX _ \ (IH\I�x X .. . — — — — — — — _ _ _ P OHPx OHPx OHPx OHPx OHPx 12 \\ 7 8 . j / / ^ P 12 — — OHPx OHPx — — — OHPx OHPx OHPx OHPx OHPx 9 GPx x UGPx UGPx UGPx — UGPx —GPx x — — 9- 11� + 23 5 R,R�RG IRM 4 21 — SDx \x, • — y 4 10 I .. 8 \ 1 23 — — ASPH PARKING LOT — — — ASPH PARKING LOT 12 t 12 c — — — 0 �. b 0 12 } x 25 I 7 F \ �, I, c 9 CONSTRUCTION NOTES ASPH PARKING LOT 5 0- X I �• I-• Q 19 c a G CONSTRUCT 6.5" HMA (ACP CLASS B) OVER 6" CRUSHED ROCK (AB). SHALL MATCH EXISTING THICKNESS IF GREATER. 17 ` X 0 X z --0 CONSTRUCT 2" HMA (ACP CLASS B), 2" GRIND/INLAY. CONSTRUCT LEVELING COURSE AS REQUIRED PER GRADING PLAN AND TYPICAL SECTION. 1 OO x Wx CONSTRUCT 5" HMA (ACP CLASS B), 2"GRIND/INLAY AND 3" OVERLAY. Pdl LNITS I CONSTRUCT CEMENT CONCRETE CURB AND GUTTER. SEE CITY OF RENTON STANDARD PLAN 101 FOR DETAILS. ST I = "♦" 4 f.96 o a d 25 Q CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB. SEE CITY OF RENTON STANDARD PLAN 101 FOR DETAILS. p I iOf s = .00 0) �X X I d z CONSTRUCT "CURB 1" ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUTTER (ROLLED CURB), SEE WSDOT STANDARD PLAN F-10.18-02. I X X t a O 0 I 7 CONSTRUCT "CURB 2" SPUTTER ISLAND ROUNDABOUT CEMENT CONCRETE CURB AND GUTTER (ROLLED CURB), SEE WSDOT STANDARD PLAN F-10.18-02. 8 CONSTRUCT PERPENDICULAR RAMP PER WSDOT STANDARD PLAN F-40.15-04. 9 CONSTRUCT PARALLEL RAMP PER WSDOT STANDARD PLAN F-40.12-03. 10 CONSTRUCT 10" THICK CEMENT CONCRETE PAVEMENT OVER 6" AGGREGATE BASE. PLACE #4 REBAR ® 12" O.C. EACH WAY, 3" CLEAR OF AGGREGATE BASE. TIE ALL BARS. 11 CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE CITY OF RENTON STANDARD PLAN 102 AND F007 FOR DETAILS. 12 CONSTRUCT DETACTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-03. 13 CONSTRUCT CEMENT CONCRETE MONOLITHIC SIDEWALK WITH WALL. CONSTRUCT STEEL PIPE HANDRAIL FOR SIDEWALK, SEE CITY OF RENTON STANDARD PLAN H024. 14 CONSTRUCT CATCH BASIN TYPE 2 (48" DIAMETER) PER CITY OF RENTON STANDARD PLAN 201. RIM = 23.04, IE OUT =15.53 24" RCP, IE IN = 17.17 12" RCP. 15 CONSTRUCT 24" HDPE STORM PIPE. 9 LF, S=0.40% CUT EXISTING HDPE PIPE 1' MINIMUM FROM EXISTING STRUCTURE. REMOVE STRUCTURE CONNECT TO EXISTING PIPE PER MANUFACTURE'S SPECIFICATIONS. 16 CONSTRUCT 18" HDPE STORM PIPE. 7 LF, S=2.00%. INSTALL DEBRIS BARRIER AT INLET PER CITY OF RENTON STANDARD PLAN 223. 17 PRESERVE AND PROTECT EXISTING UTILITY VAULT. 18 ADJUST EXISTING WATER STRUCTURE COVER TO GRADE. 19 REMOVE EXISTING PEDESTAL AND POLE FOR CAMERA SYSTEM. 20 ADJUST EXISTING MANHOLE TO GRADE. SEE CITY OF RENTON STANDARD PLAN 106. 21 PRESERVE AND PROTECT EXISTING CATCH BASIN. FEATHER PAVEMENT TO MATCH EXISTING RIM ELEVATION. 22 ADJUST EXISTING GAS VALVE COVER TO GRADE. 23 REMOVE EXISTING SIGN. SEE SIGNING PLANS. 24 PRESERVE AND PROTECT EXISTING MONUMENT. ADJUST MON. BOX TO GRADE PER CITY OF RENTON STANDARD PLAN H031. NOTIFY CITY IF DISTURBED. RESET MONUMENT AS REQUIRED BY CITY. 25 PRESERVE AND PROTECT TREE. INSTALL ORANGE CONSTRUCTION FENCE AS REQUIRED OR DIRECTED. 26 RE -GRADE DRAINAGE DITCH TOWARDS NEW PIPE INLET LOCATION. 27 CONSTRUCT CURB AND GUTTER TRANSITION SEE MISCELLANEOUS DETAIL SHEET. FEATHER AC PAVEMENT TO MATCH MANHOLE GRADE. 28 PRESERVE AND PROTECT EXISTING SIGN. N0. a 0 REVISION � W P U UGP iu� X X O O U) X Iz O in Q LL co I � I I O X ILL W I o a, '� U) > GPx XI 110 I c x o 0,maC SURVEYED: WHP/NV5 DESIGNED: MTM DRAWN: GMP CHECKED: MTM BY DATE APPR APPROVED: BUILDING SCALE: 1" = 20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY M)III 1w.1X AN N V 5 COMPANY 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DAT U M WAS 0� DIGIT N BY JUA R EZ 2022.0 . 8 1-0700' 41691 1P0�EGI ST�w SSIONAL E� Gx U I— c� z 0 0 DITCH O O DITCH SSx SSx FOX FOX FO: Gx Gx - iCWP vvxOHFx EC — — — CONC WALK 6' S BLA 30' PUGET POWER EASEMENT PER BLA FOR VALLEY OFFICE & INDUSTRIAL PARK R-422812 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION Michael Sippo 11 /04/2022 ' CBarnes 11 /09/2022 WATER UTILITY ABDOUL GAFOUR 11/4/22 • C TY OF SWA2 AMAZON 10 RENTON CITY OF RENTON ROUNDABOUT - SW 16TH ST/RAYMOND AVE SW Planning/Building/Public Works Dept. ROUNDABOUT CONSTRUCTION PLAN M It It O N N , u co co N O O O T N a J T N O O O N z O N Q 5 DATE: 9-27-2022 Q FIELDBOOK: PAGE: DRAWING NO: C5.2.1 C� v' SHEET: OF: 12 36