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HomeMy WebLinkAboutR-397123Z O 0 Z_ J ry Q LIJ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON 1 \, \ _ \ PRIVATE 1O-�8"0 SD \ TGLE282.03 \ Goo I _ _ © S-4 \ STORM FILTER #7 - IE=278.53, 8" 0 INLET \\ TG=279.56 \ STORM CLEANOUT �, � � 2-CARTRIDGE PRIVATE \ IE-275.45, 80 >9� (TYP.) SEE DETAIL STA 71 +25.32, 0.00' T 14 LF, 8 0 SD - „ \ _ IE=275.45, 8 0 ON SHEET DT-01 - © S=-22.00% 2 I 3 4 1 1 5 0 6 \ \ IE=275.45, 8"0 FTG. DRAIN \ IE 275.45, 8 0 ROOF DRAIN CONNECTION 284 \ IE=275.45, 8$'0 \ \ / CONNECTION, - 2$s i INLET ROOF DRAIN \ TG=282.12 2$E CONNECTION „ 111� = v \ D ONNEC ION SEE NOTE 5 � \\ � \ IE-278.62, 8 � DT-01 _______________! _____- j' _� \ \ STA 71 +87.41 , ALLEY E 1 7 00 ALLEY E 71+00 \ = STA. 6+26.68, ROAD A 20 \ - 29 LF, 8 0 SD \ \ ` STA.=70+00.00, ALLEY E S © S=-10.93%� END OF ROAD IMPROVEMENTS o� ID / p 15 LF, 8 0 SD \ \ PROPOSED R/W r DT-01 N� CB #13, TYPE 1 / / \ \ S� EXISTING R/W \ �`� / W SOLID LOCKING LID I FTG. b IN CONNEC ON PRIVATE .'/ CB #12, 19 ' �9 _ SEE SHEET RD-01 x STA 71 +35.29, 0.00 T I o 0 I - ' - ROOF DRAIN _ � ROOF7DRAIN CONNECTION 10 11 I CONNECTION -_ �� �� \ INLET INLET 1 I 1 1� INLET I FTG. DRAIN 2� I TG=277.76 TG=276.01 8 0 ROOF DRAIN 8 9 I TG=275.68 CONNECTION s II IE=273.70, 8"0 IE=273.41 , 8 0 @ S=2.0% MIN. (TYP.) IE=272.05, 8 0 INLET �� ,� \ \ IE=273.70, 8 0 IE=273.41 , 8$'0 UNLESS OTHERWISE NOTED INLET IE=272.05, 8"0 INLET .04 Q TG=276.07 CL52 � IE=271.80, 8"0IE=270.50 8"� IE=271.80, 8"� LF,8"0 D IE=270.50, 8'$0 PROPOSED STREET \ \ .98% - S-1 IE=270.50, 8"0 Q LIGHT (TYP.) \ 13 LF, 8"0 SD SEE NOTE 5 \ \ O 65 LF, 8 b 40 LF, 8 0 SIX 42 LF, 8 0 SD Jill 1 66 LF, 8 SD III I © S=1 .98% @ S=3.81 % @ S=-6.71 % 10 © S=-2.88% INLET PERMEABLE PEDESTRIAN TG=275.79 PAVEMENT SEE DETAIL IE=271 .79, 8'0 110 a U 1 U4� / \ ON SHEET DT-03 (TYP.) �i IE=271.79, 8'$0 i III F1\ \\ 12 13 14 15 16 17 18 ROAD A 19 20 21 22 SEE SHEET RD-01 Z-3-ZOZO 300 295 290 285 280 275 270 265 O C,4 ' O' ' O � 00't co w Im N a0 Cow Ln4 �,� t-N ­t CN6 N6 nr' N� I�� co N N N N N N N N N N N N N N N N N N N N N N N O O N CENTER OF CUL-DE-SAC STA 71 +87.41 , ALLEY E o � = STA. 6+26.68, ROAD A + 00 ELEV=275.85 O N II II > \ (n w O O N a_ a_ O N Ln O Co N ;It PROPOSED GRADE @ N ON - m EX. GROUND + N 00 _ - C`� 00 00 a H w J �{- III I I + N _5 Oq \ J�� ---- i»-' Q co uAn w I I I I a_ \ 8 ?15 a_ \ (n > J w 0- 5 % \ � � CERTIFICATION FOR AS-BUILTS ONLY. SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS DATED JANUARY 30, 2018, JOB #1938-001 -01 6. AS -BUILT STORM FILTER #7 2-CARTRIDGE PRIVATE 278.97 TG=278.95 274.85 IE=''�28"0 PRIVATE 16 LF, 8 "0 S ® S .10% 1 0.0' S=1 3.60% 71 +00 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION ©1 2 » 0 SD CB #13, TYPE W/SOLID LOCKING LID PRIVATE TG=''�2 278.23 IE=`'�8$'0 273.49 (W) IE=273.41 8$'0 273.07 (NE) IE='�8 12"0 273.03 (SE) ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: DC11 CHECKED: ` BY I DATE I APPR I APPROVED SEE SHEET RD-01 72+00 SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 300 295 290 285 275 270 265 ALL PERFORATED PIPE C 0 N N ECTI O N S/ I N FILTRATION TRENCHES SHALL BE AT LEAST 5-FT FROM THE BUILDING FOUNDATION. n SCALE: 1 "=20' HORIZ. 1 "=5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. UNLESS OTHERWISE NOTED, ALL STORM PIPE SHALL BE LINED )SMOOTH INTERIOR) CORRUGATED POLYETHYLENE PIPE (I.E. ADS N-12). OTHER ALLOWABLE MATERIALS INCLUDE: A. REINFORCED CONCRETE PIPE B. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) C. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 2. CATCH BASIN LIDS: A. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1 L STRUCTURES ONLY. B. SPECIFIED STATION AND OFFSET REFERENCE CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS. C. ALL GRATES SHALL BE VANED UNLESS OTHERWISE SHOWN. 3. ALL DRAINAGE CONNECTIONS TO THE NEW PUBLIC STORM DRAIN FROM THE NEW SINGLE FAMILY HOMES SHALL BE MADE VIA SOLID PIPE CONNECTION. SEE COR STD DETAIL 225.10 ON SHEET DT-01 4. FOOTING AND ROOF DRAINS SHALL BE SCHEDULE 80 PVC PIPE WITH CORRESPONDING FITTINGS. 5. INSTALL 10-LF OF ROOF DRAIN INFILTRATION SECTION. SEE DETAIL THIS SHEET. ""'n ' A NDSCAPING TO 3/4'$ WASHED ROCK D PIPE 24" MIN. 701 ROOF DRAIN INFILTRATION SECTION NOT TO SCALE A1116119%6 CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES ROAD AND STORM PLAN & PROFILE UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: RD-04 SHEET: OF: 23 55 U H H Q J L074 A. O O O ry R-397123