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HomeMy WebLinkAboutR-4048160 z Q a� 0 U cn Q 0 N CD N rn N N E Q 0 0 00 a� c a� / rn 00 i CD CD CD 00 / U N 0 0 Q W< Lq E: L, J J Q 12' SEPARATION 00 z � Li � 0 CDw (n Y U 6" MIN DIA SURFACE DRAIN PIPE 2'7 m S<Op Q m SURROUNDED BY CLEAN WASHED Y4" CD// / F I DRAIN ROCK. SEE DETAIL ON SHT 15 FOR MORE INFORMATION. x DATUM HORIZONTAL DATUM: NAD '83/'11 12' SEPARATION CONSTRUCTION NOTE: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE ROCKERY RETAINING WALL PER DETAIL 85 AND 86 PREPARED BY TERRA ASSOCIATES, INC. TYPICAL ROCKERY WALL PLACEMENT DETAIL FF-FF NOT TO SCALE BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) NAVD '88 N:191092.94, E:1311476.14 ASBUILT RETAINING WALL DETAILS x: A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON F W CDDADATION1 KEYSTONE RETAINING WALL (GEOTECHNICAL DESIGN REQUIRED) GEOGRID PER GEOTECHNICAL DESIGN 12' SEPARATION CONSTRUCTION NOTE: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE KEYSTONE RETAINING WALL PER DETAIL 85 AND 86 PREPARED BY TERRA ASSOCIATES, INC. ADDITIONALLY THE SPECIFIC KEYSTONE PRODUCT SHALL BE COMPAC HEWNSTONE AND ALL WALLS SHALL BE CAPPED. LL 0 Y U m 12' SEPARATION THE GEOTECHNICAL ENGINEER SHALL OBSERVE NATIVE CUTS FOR EACH ROCKERY. ADDITIONAL FLATTENING OF CUTS MAY BE RECOMMENDED BY THE GEOTECHNICAL ENGINEER DEPENDING ON THE SOIL AND GROUNDWATER CONDITIONS OBSERVED. (TYP.) ROCKERY RETAINING WALL (TYP.) (GEOTECHNICAL DESIGN REQUIRED) ALL RETAINING WALLS SHALL INCLUDE A FOOTING DRAIN CONNECTED TO THE PERMANENT STORM SYSTEM, UNLESS ANOTHER CONNECTION POINT IS SHOWN. (TYP.) 1 RECORD DRAWINGS AS BUILT TJS 1/12/22 BJT suRmm: N/A SCALE: DESIGNED: TJS FOUND PUNCHMARK IN %" BRASS PIN SURFACE DRAINS TJS 1 14 2 BJT TJS DRAWN. IN CONCRETE MONUMENT IN CASE 4 ONE INCH 1.4' BELOW GRADE (7/20/2017) CHECKED: AT FULL SCALE OBSERVED (NAD 83/11) BJT IF NOT ONE INCH N:191241.77, E:1311481.30 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY BJT VERnCAL• NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M F W CDDADATI(ll\l R rig CFPARATinm TYPICAL KEYSTONE WALL PLACEMENT DETAIL GG-GG NOT TO SCALE FINISHED HOMESITE GRADE CITY OF PRI RENTON Nksgv Planning/Building/Public Works Dept. X Q CD EG GRADE z 4� 423 �/4:A 2/ 7/2 V E C v O 5. O C C Lu c O N M < 00 N �a1.0 d1 N t 0 � L0 i C O L0 4-7 N N /c�v W U r a) Y �'t IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT RETAINING WALL DETAILS FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 N O O O Q J co O O O O DATE 2/7/2022 m FIELDBOOK: F-- O PAGE ('n No: L.Li Ill 16 0' 89 CD r..L_ m