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HomeMy WebLinkAboutDrainge Revisions for Williams and GradyJ HGE1098172'-2 1/8"67'-9 3/4"F20'-0"54'-11 7/8" 69'-11 1/8"38'-6 7/8"3'-6" 4'-0"108'-6" 11'-0 1/4"69'-11 1/8" 3 C7.20 PR O P E R T Y L I N E 3210+00 11+00 12+00 13+00 14+00 20+0021+00N 175758.14 E 1300554.78 N 175954.30 E 1300781.71 SEE CURB RAMP ENLARGEMENT 1 2 3 4 5 6 EX CB# 1 EX CB# 2 CB# 4 CB# 3 CB# 2 CB# 1 DRIVEWAY CL STA:11+51.18, 29.89' LT PROPOSED CENTER OF BUS SHELTER FOUNDATION STA:11+04.50, 40.59' LT SEE CURB RAMP ENLARGEMENT R10.0' R51.5' R211.5' 7 8 9 STA: 13+00 = STA: 20+001.50%1.50%FG: 31.45 FG: 31.03 TC:31.26 FL: 30.76 FG: 31.37 FG: 30.81 TC: 31.19 FL: 31.02 FG: 31.07 FG: 31.42 TC: 31.54 FG: 31.49 FG: 31.58 FG: 31.57 FG: 31.69 TC: 31.04 FL: 30.88 FG: 30.93 FG: 32.10 FG: 31.84 FG: 30.68 FG: 30.90 TC:31.19 FL: 30.69 FG: 32.10 FG: 31.84 TC:31.21 FL: 30.71 FG: 30.76 FG: 30.62 FG: 31.36 FG: 30.09 TC:30.51 FL: 30.01 TC:31.48 FL: 30.98 TC:31.33 FL: 30.83 TC:31.00 FL: 30.50 FG: 31.23FG: 31.56 FG: 31.48 FG: 31.10 30 1 1 2 2 2 1 32 34 4 313 5 5 2 TC:31.08 FL: 30.58 FG: 31.50 EG: 31.69 EG: 31.43 EG: 30.94 FG: 31.70 0+460+008 LF 12" CB #7B 20 25 30 35 20 25 30 35 EXISTING 8" STORM FG 30.8711+00FG 30.78FG 30.9411+50FG 30.96FG 30.7912+00FG 30.65FG 30.7712+50FG 30.78FG 30.6013+00FG 30.42FG13+50FGEXISTING GRADE AT CENTERLINE EXISTING GRADE AT FLOW LINE PROPOSED 10" WATER @ 18" WATER CENTERLINE PROPOSED 10" WATER @ STORM CROSSING STA: 12+40.50 ELEV: 30.85 EXISTING GRADE AT EXISTING FLOWLINE PROPOSED GRADE AT PROPOSED FLOW LINE PROPOSED GRADE AT FLOWLINE CB# 3, 48" TYPE 2 STA 11+97.19, 28.56' LT RIM: 30.63 IE: 26.40 24" (NE) IE: 26.40 24" (SW) CB# 4, 48" TYPE 2 STA 11+83.21, 28.74' LT RIM: 30.73 IE: 26.35 24" (W) IE: 26.92 24" (SE) IE: 26.35 24" (NE) CB# 2, 48" TYPE 2 STA 12+88.86, 28.54' LT RIM: 30.49 IE: 26.68 24" (SW) IE: 26.68 24" (NE) CB# 1, 60" TYPE 2 STA 13+19.97, 39.75' LT RIM: 30.19 IE: 26.78 18" (E) (EXIST) IE: 26.78 24" (SW) IE: 26.78 12" (N) 91 LF 24" CPEP @ 0.31% 14 LF 24" CPEP @ 0.36% 33 LF 24" CPEP @ 0.31% CONNECT TO EX. CB CURB RETURN TABLE NUMBER 1 2 3 4 5 6 7 8 9 STATION 20+11.99 20+33.84 20+59.31 20+67.68 20+91.05 21+14.71 20+79.80 20+77.96 20+86.96 OFFSET 28.21' LTT 15.08' LTT 14.30' LTT 16.21' LTT 20.17' LTT 21.50' LTT 38.75' RTT 28.04' RTT 21.97' RTT ELEVATION 30.50 30.26 30.02 29.94 29.73 29.60 30.76 30.56 30.07 DESCRIPTION PC, R = 50.5' MID PT PC, R = 211.5' MID PT PC, R=10' MID PT KEYNOTES STREET LIGHTING AND CONDUITS PER TRAFFIC PLAN. PEDESTRIAN PUSH BUTTON AND ASSOCIATED APPURTENANCES PER TRAFFIC PLAN. BOREHOLE PER PSE PLAN. POWER CONDUIT (SHOWN FOR REFERENCE ONLY), FOR UNDER-GROUNDING OF POWER, SEE PSE PLAN. SEE PSE PLAN FOR POLE RELOCATION AND ALL OTHER POWER APPURTENANCES, SHOWN FOR REFERENCE ONLY. 1 2 3 4 5 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4200WATERSHED APARTMENTS CIVIL CONSTRUCTION PERMITWATERSHED APARTMENTSbelow.Know what'sCallbefore you dig. R Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors T A C O M A 2215 North 30th Street, Suite 300, Tacoma, WA 98403253.383.2422TEL S E A T T L E 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101206.267.2425TEL C21005115 LUA21-000239PR21-000258WATERSHED APARTMENTSGRAPHIC SCALE 0 20 40 1" = 20 FEET 10 N SOUTH GRADY WAY PROFILE SCALE: 1"=20' H 1"=10 V APPROX. LOCATION OF 18" WATER @ WATER CL. 1 C7.20 LEGEND EG EXISTING GRADE ELEVATION FG FINISHED GRADE ELEVATION FL FLOW LINE ELEVATION TC TOP OF CURB ELEVATION GRADE/SLOPE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR RIGHT-OF-WAY/PROPERTY LINE CENTERLINE CONCRETE CURB AND GUTTER ASPHALT PAVEMENT - STANDARD DUTY ASPHALT PAVEMENT - HEAVY DUTY CEMENT CONCRETE - STANDARD DUTY CEMENT CONCRETE - HEAVY DUTY HMA CL 1 2" PG 64-22, MATCH EXISTING THICKNESS, NO LESS THAN 4-INCHES. 6-INCHES CRUSHED SURFACING TOP COURSE. 2" GRIND AND OVERLAY, HMA 12" PG 64-22. GRINDING NOT REQUIRED AT FULL DEPTH REPLACEMENT AREAS. ORX.X%X:X XXX XXX NEW CROSSWALK STRIPING2 C7.40 NEW CROSSWALK STRIPING (TYP.) 2 C7.40 1 C7.30 CURB AND GUTTER2 C7.30 PROPOSED SIDEWALK 3 C7.30 GRADY WAY AVENUE S. ROAD AND PAVING PLAN 2 C7.30 3 C7.30 R-420018 FOR ALL PLANTINGS, SEE LANDSCAPING PLAN 3 C7.20 3 C7.40 05/12/2022 CONNECT TO EXISTING CB RIM: 31.53 IE: 28.53 12" (NW) CB#3 RIM: 30.63 IE: 26.66 24" (NE, SW) IE=27.43 12" (SE) 55 LF 12" CPEP @ 2.0% 58 LF 24" CPEP @ 0.94% ABANDON EXISTING STORM PIPE IE: 26.66 24" (NE, SW) IE: 27.43 12" (SE) D D D DDTYPE 1L CB#4B, 48" TYPE 2 IE: 26.648 24" (W, SE) CB#4 TYPE 1L IE: 26.65 24" (NE, NW) 8 LF 24" CPEP @ 0.03% 0.094% 0.094% IE: 26.65 24" (W, NE) IE: 26.75 24" (SW, NE) 44 LF 24" CPEP @ 0.63% D D 44LF 24" CPEP @ 0.63% CB#1 (10/17/2023) SEE PROFILE FOR CALLOUT EXISTING CB TO REMAIN. CUT EXISTING 18" PIPE AND GROUT BACK HOLE AT EXISTING CB 10 LF 18" CPEP @ 0.63% 10/17/2023 STA 13+ 30.95, 43.91' LT RIM: 30.29 IE: 27.02, 24" (SW, E)