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Home My WebLink AboutR-391908►16119 n 1� I- </� n T Z O I- Z W rr W I- W W 2 W z z LLI COMPACTED STRUCTURAL FILL H n FENCE PER CIVIL PLANS I I I II II II I 6" MIN I I . SREINFORCEMEN-(SEE REINFORCING I CHEDULEAT RIGHT) LJ 4 FILM(ACTED STRUCTURAL EE NO E 9) 3' MIN- I . 2, 1.0' I -KEYWAY 1P FIRM UNDISTURBED MIN SOIL TO BE VERIFIED BY GEOTECHNICAL ENGINEER KEYWAY SHOULD BE SLOPED DOWN TOWARDS THE FACE BEING PROTECTED NOT TO SCALE CRUSHED OCKFILTER MATERIAL, BETWEEN 2 2' AND 4 INCH SIZE WITH I LESS THAN 2% FINES j (TYP.) .. 0.5'' -3"MINIMUM GRAVEL BEDDING 1.0' 4" MINIMUM DIAMETER DRAIN PIPE SURROUNDED BY CLEAN WASHED314" DRAIN GRAVEL GENERALNOTES 1. REFER TO CIVIL DRAWINGS FOR WALL ALIGNMENT AND ELEVATIONS. 2, GEOTEXTILE HEIGHT MEASURED FROM GRADE IN FRONT OF ROCKERY FACE. 3. GEOGRID/GEOTEXTILE REINFORCEMENT SHALL BE INSTALLED BEHIND WALL W17H MACHINE DIRECTION (STRONGEST AXIS) PERPENDICULAR TO WALL. 4. GEOGRID/GEOTEXTILE SHALL BE INSTALLED ON HORIZONTAL SURFACE OF COMPACTED STRUCTURAL FILL AT ELEVATIONS SHOWN ON SCHEDULE. 5. GEOGRID/GEOTEXTILE SHALL BE PULLED TIGHT BEHIND WALL. STAKE END OF GEOGRID/GEOTEXTILE AS REQUIRED TO MAINTAIN TENSION BEFORE COVERING WITH STRUCTURAL FILL. B. PROTECT GEOGRID/GEOTEXTILE FROM CONSTRUCTION DAMAGE PER MANUFACTURERS' SPECIFICATIONS. CONSTRUCTION EQUIPMENT SHALL NOT TRAVEL DIRECTLY ON GEOGRIDIGEOTEXTILE. ANY GEOG RID/GEOTEXTILE THAT IS DAMAGED SHALL BE REPLACED WITH NEW GEOGRID/GEOTEXTILE AT CONTRACTORS' EXPENSE. 7. GEOGRID/GEOTEXTILE SHALL BE AS SHOWN ON SCHEDULE. ALL GEOGRID/GEO-EXTILE SHALL BE CLEARLY IDENTIFIED AND LABELED IN THE FIELD. ANY UNMARKED ROLLS, OR PORTIONS THEREOF THAT CANNOT BE IDENTIFIED SHALL NOT BE USED IN WALL CONSTRUCTION. 8. GEOGRID/GEOTEXTILE MUST BE CONTINUOUS ALONG THE BACK OF THE WALL, INCLUDING CURVES AND CORNERS. 9. ALL STRUCTURAL FILL TO BE PLACED AND COMPACTED PER GECTECHNICAL REPORT PREPARED BY TERRA ASSOCIATES, INC. PROJECT NO. T-7290, DATED SEPTEMBER 30, 2)16. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 31NCHES AND A MAXIMUM OF 30 NOTE: 1. REFER TO LANDSCAPE DWGS FOR SPECIFIC TREES TO BE FENCED. �V INSTALL TREE I PRESERVATION (FENCE 5' FROM DRIP LINE w z aOf 0 SIGNIFICANT EXISTING TREE 5'_ TO TO BE SAVED MARK TREES TO BE SAVED WITH FLAGGING ,I TYPICAL EXISTING TREE PROTECTION N.T.S. 1-7/8" STRUCTURAL WEIGHT STEEL POST SET 2' BELOW GRADE WITH 11 GAUGE GALVANIZED CHAINLINK MESH. SET POSTS 10' O,C. MAX. 6'-0" TYP. 2'-0" TYP. TREE PROTECTION SIGNS TO BE PLACED ON FENCE MAXIMUM SPACING OF 50' ON CENTER A PORTION OF THE NE1/4 , NW1/4, SECTION 14, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON REINFORCED FILL ROCKERY REINFORCING SCHEDULE REINFORCEMENT HEIGHT EXPOSED WALL LAYER N0, (USE MIRAFI OR LENGTH "L" FEET (ABOVE BASE HEIGHT EQUIVALENT) ELEVATION) <4 FEET NO REINFORMENT REQUIRED 1 MIPAFI HP 570 6.0 0.5 4-5 FEET 2 MIRAFI HP 570 6.0 2.5 1 MIRAFI HP 570 6.5 0.5 5-7 FEET 2 MIRAFI HP 570 8.5 25 3 MIRAFI HP 570 6.5 4.5 i MIRAFI HP 570 7.5 0.5 2 MIRAFI HP 570 7.5 2.5 5.9 FEET 3 MIRAFI HP 570 7.5 4.5 4 MIRAFI HP 570 1 7.5 6.6 ROCKERY NOTES: 1. ROCKERY CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE ASSOCIATION OF ROCKERY (ARC) CONTRACTORS GUIDELINES. 2, ROCK USED MUST MEET THE REQUIREMENTS FOR ROCK QUALITY SPECIFIED IN SECTIONS 9-13 7(1) OF THE WSDOT STANDARDS SPECIFICATIONS (2004). 3. ALL CAP ROCKS MUST BE SECURE AND NOT ABLE TO BE DISLODGED BY HAND. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. SEE SHEET 9 INTX' WITH BOUNDARY TEMP. ECOLOGY TOP=505 DIRT=500 0 o INSTALL STORM BYP 0z . �OUTFALL SHOWN ON m m SHEET 21 i 0 .s 4s o ;u NF m 514 VAULT EXCAVATION CONTRACTOR TO VERIFY QUANTITIES INDEPENDENTLY; QUANTITIES SHOWN ARE FROM EARTHWORK SERVICES MEMO DATED NOV. 28, 2016. 7 L of °WASy�;�''c� 6 5 4 2 ° �O°,A� 27460 O °' �Fss 12/12/2018 1 N0. 1 1 II I 1 j I I 11 I 1 II I I I TW=513.0 TW=513.0 Ut SO O s > HOUSE O) 7RY CONNECT TO SEE SHEET 9 __--- --x--- x �g' s 1 +00 Nt` INTX' STA. 20+00.00 =STA. 1 +20.50 n ------------I I SHEET 21 CUT/FILL QUANTITIES: STRIPPINGS (TOP SOIL) = 2,659 CU. YDS. EXCAVATION (CUT) = 6,357 CU. YDS. COMPACT FILL = 5,658 CU. YDS. STRUCTURAL NOTES 1. THESE PLANS APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, WALLS, OR RETAINING WALLS REQUIRE A SEPERATE REVIEW AND APPROVAL BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A MEHTOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN THE CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC). INSTALL ROCKERY UNDER INTX' STA. 21 +95.02 BOUNDARY "V" SWALE PROFILE SEE SHEET 9 GRAPHIC SCALE 0 20 40 80 I inch = 40 feet AS -BUILT DLO 12/2018 REVISED ROCKERY TO SAVE TREE DLO 9/2018 REVISED VAULT PER CITY COMMENTS DLO 6/2018 SURVEYED: TERRANE SURVEYING SCALE: VERTICAL: NAVD 1958 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON E N TO N . Planning/Building/Public Works Dept. REVISED PER CITY COMMENTS DLO 2/2018 DESIGNED: D.L. OFFE, P.E. REVISED PER CITY COMMENTS DLO 1/2018 REVISED PER CITY COMMENTS DLO 9/2017 DRAWN: D.L. OFFE, P.E.[;%Rl ONE INCH REVISED PER CITY COMMENTS DLO 2/2017 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY REVISION BY DATE AP P R APPROVED: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 CONSTRUCTION RECORD DRAWING c THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY PACIFIC COAST SURVEYS, INC., ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. RECORD DRAWINGS R-391908 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON 14 PLAT KENDALL HOMES, INC. GRADING PLAN 6201 NE 4th STREET W O O O O 1 `1J T J a J DATE: T 1=1 2/ K2/2018 z PAGE: O DRAWING NO: W SHEET: 8 OF:2 Q CJ