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Home My WebLink AboutP_SW25000498_Approved Storm Plan.pdfT T N89°42'25"W 30.00' S88°04'56"E 133.79'(C) 133.74'(R1)72.00'(C)(R1)S00°17'15"WS88°05'01"E 133.79'(C) 133.73'(R1)489488 489 492 491492493493 49 4492493494 496497 49 8 499 4 9 6 49 9 490 4954 9 5 49 5 50 0 BASIS OF BEARINGSN00°10'05"E(C.O.R.)5266.74'(M)S00°17'35"W1182.44'NILE AVE NE(148TH AVE SE)491 W W W W DS DS DS DS DS DS 11+004 9 5 492 493494496 490 491492492492493493493494490 489 491 49 5 496 497498 GARAGE FFE 495.00 MAIN FLOOR FFE 497.00 2+52. 0 8 0+00 1+00 2+00IE: 493.55, 4" PVC (Out-S) IE: 493.55, 4" PVC (In-N) STA: 1+96.52; 0.00' RIM: 496.48 YD3, Yard Drain IE: 493.22, 4" PVC (Out-S) IE: 493.22, 4" PVC (In-N) STA: 1+63.63; 0.00' RIM: 496.29 YD2, Yard Drain IE: 493.97, 4" PVC (Out-E) IE: 493.97, 4" PVC (In-S) STA: 2+38.60; 0.00' RIM: 495.94 YD4, Yard Drain 45° BEND STA: 2+42.37, OFF: 0.00' IE: 494.00 45° BEND STA: 2+06.10, OFF: 0.00' IE: 493.64 45° BEND STA: 2+03.27, OFF: 0.00' IE: 493.61 STA: 0+40.62; 0.00' RIM: 492.50IE: 488.79 6" PVC (Out-W) OVERFLOW, 6" BIRD CAGE IE: 492.38, 4" PVC (Out-W) IE: 492.38, 4" PVC (In-E) STA: 0+79.96; 0.00' RIM: 494.04 YD1, Yard Drain 45° BEND STA: 1+47.05, OFF: 0.00' IE: 493.05 45° BEND STA: 1+42.81, OFF: 0.00' IE: 493.01 RAIN GARDEN INLET IE: 492.10 RAIN GARDEN INLET STA: 0+52.00, OFF: 0.00' IE: 492.10 45° BEND STA: 0+70.68, OFF: 0.00' IE: 492.29 2 SANITARY SEWER LINE (SEE SHEET C6.0) STA: 0+08.37; 0.00' RIM: 489.92IE: 487.50 6" PVC (In-E) IE: 487.54 12" EX PVC (In-N) IE: 487.46 12" EX PVC (Out-S) CB1, CB Type 1 - Solid Lid 3 3 3 3 3 3 1 4"∅ PVC 10LF 1.00% 4"∅ PVC 4LF 1.00%4"∅ PVC 33LF 1.00%4"∅ PVC 3LF 1.00% 4"∅ PVC 7LF 1.00%4"∅ PVC 33LF 1.00%4"∅ PVC 17LF 1.00%4"∅ PVC 4LF 1.00% 4"∅ PVC 63LF 1.00% 4"∅ PVC 9LF 1.00% 4"∅ PVC 10LF 1.00% 6"∅ PVC 32LF 4.00% 4"∅ PVC IE = 494.10 4 " ∅ P V C 1 9 L F 1 . 0 0 % 4"∅ PVC IE = 492.20 STORM DRAIN LEGEND PROPERTY BOUNDARY RIGHT-OF-WAY DEDICATION LINE BUILDING FOOTPRINT EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR CATCH BASIN TYPE 1 / YARD DRAIN FLOWLINE STORM DRAINAGE PIPE WATER SERVICE LINE SEWER CLEANOUT SEWER SERVICE LINE CEMENT CONCRETE PAVEMENT CEMENT CONCRETE SIDEWALK HMA PAVEMENT LANDSCAPING W W 19 20 19 20 Horz. Scale: 1" = 10' | Vert. Scale: 1" = 2.5' STORM (STA: 0+00 TO 2+75) 485 487.5 490 492.5 495.0 497.5 500 485 487.5 490 492.5 495.0 497.5 500 0+00 1+00 2+00 2+75EG 493.0±FG 490.78EG 494.2±FG 492.00EG 494.5±FG 493.94EG 495.2±FG 494.45EG 495.8±FG 495.44EG 497.4±FG 496.15EG 498.4±FG 496.54EG 499.4±FG 496.34EG 496.1±FG 496.15EG ±FG 496.474"∅ PVC 10LF 1.00%4"∅ PVC 4LF 1.00% 4"∅ PVC 33LF 1.00% 4"∅ PVC 3LF 1.00% 4"∅ PVC 7LF 1.00% 4"∅ PVC 33LF 1.00%4"∅ PVC 17LF 1.00% 4"∅ PVC 4LF 1.00% 4"∅ PVC 63LF 1.00% 4"∅ PVC 9LF 1.00% 6"∅ PVC 32LF 4 . 0 0 % YD3, Yard Drain IE: 493.55, 4" PVC (Out-S) IE: 493.55, 4" PVC (In-N) STA: 1+96.52; 0.00' RIM: 496.48 YD2, Yard Drain IE: 493.22, 4" PVC (Out-S) IE: 493.22, 4" PVC (In-N) STA: 1+63.63; 0.00' RIM: 496.29 YD4, Yard Drain IE: 493.97, 4" PVC (Out-E) IE: 493.97, 4" PVC (In-S) STA: 2+38.60; 0.00' RIM: 495.94 45° BEND STA: 2+42.37, OFF: 0.00' IE: 494.00 45° BEND STA: 2+06.10, OFF: 0.00' IE: 493.64 45° BEND STA: 2+03.27, OFF: 0.00' IE: 493.61 OVERFLOW, 6" BIRD CAGE IE: 488.79, 6" PVC (Out-W) STA: 0+40.62; 0.00' RIM: 492.50 YD1, Yard Drain IE: 492.38, 4" PVC (Out-W) IE: 492.38, 4" PVC (In-E) STA: 0+79.96; 0.00' RIM: 494.04 45° BEND STA: 1+47.05, OFF: 0.00' IE: 493.05 45° BEND STA: 1+42.81, OFF: 0.00' IE: 493.01 RAIN GARDEN INLET STA: 0+52.00, OFF: 0.00' IE: 492.10 4"∅ PVC IE = 494.10 EG @ PIPE CLFG @ PIPE CL EG @ PIPE CL FG @ PIPE CL EL 492.00 EL 493.002' MIN. EL 492.50 4"∅ PVC 19LF 1.00% 2 45° BEND STA: 0+70.68, OFF: 0.00' IE: 492.29 (2) 45° VERT. BENDS 1 ROW DEDICATION LINE4" THICK CONCRETE SIDEWALK CB1, CB Type 1 - Solid Lid IE: 487.46, 12" EX PVC (Out-S) IE: 487.50, 6" PVC (In-E) IE: 487.54, 12" EX PVC (In-N) STA: 0+08.37; 0.00' RIM: 489.92 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRAN RESIDENCEVAN XUAN (VANESSA) TRAN STORM DRAIN PLAN & PROFILE8NORTH ( FEET ) 10 10 2050 STORM DRAIN KEYNOTES INSTALL NEW TYPE 1 CATCH BASIN PER DETAIL 200.00 AND 202.00 ON SHEET C4.1. CONTRACTOR TO POTHOLE AND VERIFY DEPTH, LOCATION AND SIZE OF EXISTING STORM DRAIN PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IN CASE OF DISCREPANCY. RAIN GARDEN PER DETAIL 260.00 AND 260.10 ON SHEET C4.1. RAIN GARDEN SHALL HAVE A MINIMUM PONDING AREA OF 220 SQUARE FEET AT 6" ABOVE POND BOTTOM (TOP OF WATER ELEVATION). CONFIRM DOWNSPOUT LOCATIONS WITH ARCHITECTURAL PLANS. CONNECT ALL DOWN SPOUT TO YARD DRAIN LINE WITH APPROPRIATE DOWNSPOUT ADAPTER. 1 2 3 12-16.24 Palst CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRAN RESIDENCEVAN XUAN (VANESSA) TRAN STORM DRAIN DETAILS912-16.24 Palst