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HomeMy WebLinkAboutR-3657281 1 2 1 3 1 4 1 5 1 6 1 7 1 8 I 9 1 10 1 11 12 I 13 I 14 I 15 LEGEND U) aT DESIGNED: KJC/JFR PROPERTY/BOUNDARY UNE o0 BUILDING FOOTPRINT F L ASPHALT PAVEMENT I ASPHALT PAVEMENT - HEAVY DUTY 0 CEMENT CONCRETE PAVEMENT - SIDEWALK ASPHALT MILL AND OVERLAY J EXISTING ASPHALT -CONFIRM SECTION EC CURB TYPE CHANGING POINT VC Q w IC INTEGRAL CURB VC VERTICAL CURB CG CURB & GUTTER PLAN CAST -IN-PLACE CONCRETE WALL i SIGN ARCHITECTURAL REMOVAL BOLLARD 2-4• RIVER ROCK Of SITE / SURFACING NOTES: 1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF PAVING AND UTILITY IMPROVEMENTS. 2. CONTRACTOR TO REPAIR / REPLACE ALL EXISTING FACILITIES THAT ARE DAMAGED DURING CONSTRUCTION TO PRE -CONSTRUCTION CONDITION. 3. ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL 4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS; 1. TRENCHES (ROAD CROSSINGS); D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3') OF ANY ADJACENT LANE UNE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. SHEET NOTES: 1 OTYPE 2- CEMENT CONCRETE DRNEWAY, PER CRY OF RENTON STANDARD DETAIL C6.0 F004.3. 5' WIDE SIDEWALK. 2QLC6.0 !_ O3 SINGLE DIRECTION ADA CURB RAMP. C6.0 + Nr' O4 MATCH EXISTING CONCRETE/ASPHALT PAVEMENT SURFACE MM, SO MATCH EXISTING CURB AT NEAREST JOINT. V 4 TAPER CURB TO MATCH PAVEMENT/SIDEWALK. v' O7 STOP SIGN PER DETAIL C 0 Z dt 0 0 PROPOSED CONCRETE CURB, GUTTER, 7' WIDE LANDSCAPE AREA, AND 5' WIDE Z CONCRETE SIDEWALK PER CITY OF RENTON STANDARDS. h 3 D16' WIDE ALLEY ACROSS ENTIRE FRONTAGE 10 HOT TAR SEAL JOINT AT SAW CUT UNE. CONTRACTOR TO FIELD VERIFY EXISTING ASPHALT PAVEMENT SECTION MATCHES 11 HEAVY DUTY ASPHALT SECTION. IF ASPHALT PAVEMENT SECTION DOES NOT MATCH 9 HEAVY DUTY ASPHALT SECTION, CONTRACTOR SHALL CONSULT GEOTECHNICALI!oENGINEERFOROVERLAY/NEW SECTION RECOMMENDATIONS. 1Y CURB CUTIN PROPOSED CURB AND GUTTER FOR ROAD DRAINAGE 11 cs.o 13 EXISTING STREET LIGHT. 14 SIDEWALK CUT AND PLATE FOR DRAINAGE PER DETAIL eC6.06 92 - - / DEPTH ASPHALT MILL & OVERLAY H s } f} St f\ rti. i 1 1 2• Y EXISTING BUILDING' i,`1 1'_ i i " " cEN,ERu 1 18' WIDE 7' PLANTER 5' SIDEWALK STREET DOTENTS S IMPROVEMENTS . • . 1 I • ` j i " " _ IXISIRRG ROAD SECTION _ " EXISTING ASPHALT PAVEMENT TO BE CONCRETE ASSUMED TO BE HOT 4 CURB E GUTTER SIDEWALK PER T a EDGE O 0' V 7.6' FROM EXISTINGj 1 C6.0 PER DETAIL M OVER 6 OF EDGE OF PAVEMENT DETAIL q VVF's _ CONTRACTOR SHALLLED KVER IFY. RAYMOND AVE SW SECTION cs.0 10REF 7) SCALE: MrsOU _3wW 546-11 5'6' CITY OF RENTON 577 8 Approved by: ALA Date: a°t R=365728 20 I Approved by: Date: Approved by: Date: 0 1 t U) aT DESIGNED: KJC/JFR o03o TENDN 2 z w Oy n rl cqC J ao DCRANO. 11 - Qw I) w SHEET TITLE STREET PLAN Z) Of Q Q Q rn ZZ a 00 3 F— 0 ZV Q Nm r 0 m 3 w 0O QU U) z o Q NR z It 1 t 11m J u i I u ul Know w liars below. L Approved by: Date: Call before you dig. Date Plotted: 4/18/2013 12:11:29 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BORA\PRODUCTION DWGS\11477C202 By: ---- . !0 S /off- C'^ 1 1-6%©tom BCM SHEET C2.02 PERMIT SET DRAWN- JMWFR aT DESIGNED: KJC/JFR o03o TENDN 2 z Oy n rl cqC DATE: 1005.12 ao DCRANO. 11 - a 11m J u i I u ul Know w liars below. L Approved by: Date: Call before you dig. Date Plotted: 4/18/2013 12:11:29 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BORA\PRODUCTION DWGS\11477C202 By: ---- . !0 S /off- C'^ 1 1-6%©tom BCM SHEET C2.02 PERMIT SET DRAWN- JMWFR DESIGNED: KJC/JFR TENDN 2 REVIEWS. JJG PER DETAIL" DATE: 1005.12 DCRANO. 11 - CA DFlIE: 11477C202.DWG SHEET TITLE STREET PLAN 11m J u i I u ul Know wliars below. L Approved by: Date: Call before you dig. Date Plotted: 4/18/2013 12:11:29 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BORA\PRODUCTION DWGS\11477C202 By: ---- . !0 S /off- C'^ 1 1-6%©tom BCM SHEET C2.02 PERMIT SET