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P_Civil_Plans_20250415_V2
SD SD SD SD SD SD SD SD OH U OH U OH U OH U OH U OH U OH U X X X X X X X X X X X X X X X X X X X X X 503 . 9 50 3 . 0 503. 1 504 . 1 504 . 0 505. 0 505 . 2 506 . 0 505 . 8 50 5 . 7 505 . 5 505 . 5 50 4 . 6 504 . 4 503 . 7 504 . 1 50 4 . 1 50 4 . 6 503 . 4 504 . 1502. 5 501 . 2 50 3 . 3502. 6 50 2 . 1 50 2 . 4 503 . 1 502 . 1 504 . 6 504. 1 504 . 9 500. 2500. 249 6 . 2 496 . 2 49 5 . 4 495 . 4 494 . 6 49 4 . 0 492 . 8 493 . 3 492. 1 49 5 . 3 497. 4 495. 9 496 . 3 492 . 8 491. 5491. 3 49 8 . 0 500. 9 500 . 3 499 . 8 49 9 . 5 50 1 . 9 503 . 4 501 . 7 491. 9 ARBORVITAE HEDGE SET REBAR & CAP (38964) SET REBAR & CAP (38964) SET HUB & TACK OFFSET 15.00' E SET HUB & TACK OFFSET 10.00' E ROOF OVERHANG HOUSE 12" RCP IE = 502.71' 12" RCP IE = 501.26' 12" RCP IE = 498.84' 30.01' N88°07'00"W 133.74' N0 ° 1 6 ' 5 8 " E 72 . 0 0 ' N88°07'00"W 133.75' S0 ° 1 7 ' 1 6 " W 72 . 0 0 ' S0 ° 1 6 ' 5 8 " W 49 2 . 9 5 ' OR C A S A V E N U E N E 5 6 7 10 11 12 0. 3 ' 0. 2 '0. 0 ' 1.0' 1.3' FENCE INT. 0.4' S & 0.5' W 4. 3 ' 6. 2 ' 0. 1 ' 0. 4 ' 0. 4 ' 50 4 5 0 2 4 9 6 4 9 4 49 2 50 0 49 8 50 2 PARC E L N O . 27392 0 - 0 1 1 0 PARC E L N O . 2739 2 0 - 0 1 2 0 PARC E L N O . 2739 2 0 - 0 1 0 0 504. 3 494 . 9 C1 LU A : C: B25001833 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR : TEMPORARY EROSION AND SEDIMENT CONTROL PLAN GILL RESIDENCE C2 LU A : C: B25001833 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR : TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS GILL RESIDENCE SD SD SD SD SD X X X X X X X X X X X X X X X X X X X X X 503 . 0 503 . 1 504 . 1 50 4 . 0 505 . 0 50 5 . 2 50 6 . 0 505 . 8 505 . 7 50 5 . 5 505 . 5 504 . 6504. 4 50 3 . 7 504 . 1 504 . 1 50 4 . 6 50 3 . 4 504 . 1 502 . 5 50 1 . 2 503 . 3502 . 6 502 . 1 50 2 . 4 503. 1 502 . 1 504 . 6 504. 1 504 . 9 50 0 . 2 500 . 2 49 6 . 2 496. 2495 . 4 495 . 4 494. 6 49 4 . 0 492 . 8 493 . 3 492 . 1 49 5 . 3 497 . 4 495 . 9 49 6 . 3 492 . 8 491 . 5 491 . 3 498 . 0 500 . 9 500 . 3 49 9 . 8 49 9 . 5 501 . 9 50 3 . 4 50 1 . 7 491 . 9 ARBORVITAE HEDGE SET REBAR & CAP (38964) SET REBAR & CAP (38964) SET HUB & TACK OFFSET 15.00' E SET HUB & TACK OFFSET 10.00' E ROOF OVERHANG HOUSE 12" RCP IE = 502.71' 12" RCP IE = 501.26' 30.01' N88°07'00"W 133.74' N0 ° 1 6 ' 5 8 " E 72 . 0 0 ' N88°07'00"W 133.75' S0 ° 1 7 ' 1 6 " W 72 . 0 0 ' OR C A S A V E N U E N E 11 0. 3 ' 0. 2 '0. 0 ' 1.0' 1.3' FENCE INT. 0.4' S & 0.5' W 4. 3 ' 6. 2 ' 0. 1 ' 0. 4 ' 0. 4 ' 50 4 5 0 2 4 9 6 4 9 4 4 9 2 50 4 . 3 0 49 8 50 2 PARC E L N O . 2739 2 0 - 0 1 1 0 PARC E L N O . 2739 2 0 - 0 1 2 0 PARC E L N O . 2739 2 0 - 0 1 0 0 504 . 3 49 4 . 9 37.9' 34.2' E.EL. 499.80 P.EL. 503.00 E.EL. 500.90 P.EL. 504.50 E.EL. 495.50 P.EL. 495.50 E.EL. 494.50 P.EL. 494.50 7. 6 ' 7. 6 ' 48.1' 33.8' 34.4' 40.7' 49.5' 12 . 5 ' 32.9' 33.8' BASEMENT = 494.88' AVERAGE GRADE = 497.68' MAIN FLOOR = 505.00' TOP FLOOR = 516.12' ROOF PLATE = 525.12' MID ROOF = 528.84' ROOF RIDGE = 532.56' TOW 503.00 BOW 499.00 6R RET WALL TAPERING TO 0 @ P/L M A X R E T W A L L 4 ' T A P E R I N G T O Z E R 0 @ P / L 499.00 16 . 0 ' 24 . 6 ' 26 . 4 ' 50 4 . 2 0 1100 SQ FT 76 . 5 S Q F T 269 SQ FT PROPOSED RESIDENCE CONCRETE PATIO GARAGE DN 12 . 5 ' 30.0' 31 . 0 ' 16 . 0 ' C3 LU A : C: IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR : DRAINAGE AND UTILITY PLAN GILL RESIDENCE B25001833 C4 LU A : C: IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR : DRAINAGE AND UTILITY DETAILS GILL RESIDENCE B25001833