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HomeMy WebLinkAboutR-394406I-- LLI LLI Q w co J LL a z r0 V LLI z_ V a J n rr z 0 z LLI 0 LLI U) z a 0 C/) rr w rr rr n 2 LLI I E LO 6 N O 0 01 ID z J <L SE 1/4 , SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. - _ TEMPORARY EROSION AND SEDIMENT CONTROL PLAN / \ .21ASPH 9188000090 / / � i CONC CUr-,o - PLANTER J PLANTER CONIC CURB °, PROPERTY LINE U PLANTER `22 / S01'14 07 W 459.00' CONC CURB _ vo •LANTER J` GV / CURB DEA # 3011 \ \ \ \ CONIC MAG AND WASHER N: 175088.99 \ \ E: 194329.94 19.78 o \ ° ASPH I C ONC 0 10 20 40 STANDARD PRACTICE CODING SYSTEM Z :� FE , \ Re 1 CONTRACTOR TO INSTALL AND MAINTAIN ALL - STOCKPILE LOCATION ASPH ° \ EROSION CONTROL BMP'S AS SHOWN ON THIS PLAN .� j- IN ACCORDANCE WITH 2O17 CITY OF RENTON cr rl1R- - ;;P \: SURFACE WATER DESIGN MANUAL SUMMARIZED ON / SHEET C5.2 & C5.3 & C5.4. IF BMP INSTALLATION �� a ° 00 P'. o Q AND MAINTENANCE IS INADEQUATE TO MEET THESE : ;; ' > • °� \ 7.5' CONC WALL ° 9� p I REQUIREMENTS CONTRACTOR TO PROVIDE �o 1 Q. A VEG : DDITIONAL BMP'S AT NO ADDITIONAL COST TO GRASS i i•) °. :.............. 1 AN TER Ica ��' ° ��� / \ �� \ \ I ASP . ... ... OWNER P P 8 2.7, a 8, Q •'0 4 .... P. \ P� \ / \ CODE BMPs '.' VEG a . j' CONC WALK cG�e VEG20.� °> °,3008 \ ° CONC ° ° o \ CONC MAG AND WASHER \STARS BRUSH \ I BRUSH REMOVE PAVEMENT ° PADS I N. 175203.74 (' I 16.18 E. 1294255.70 IE=./ 1 I TO SUBGRADE FOR IE16$ ,o cP EL: 20.52 FOUNF ROD AND CAP IE=17.1 4" PVC PROPOSED ADDITION. • w - 00k CAP \ / �, �, c ® ................... . ASPH UNKNOWN c LAN ° `Lo \ UTILITY PLANTER I C� ° LAP �; CBI• VAUL:TS CURB / ✓ P ASPH.....(D .......... .. -20- - a , .i 1 S......................: A cCONC CURB CO � 1 CB ....................... m w w w o '�' WV RIM 18 92 o j21. Q I U CBI i' '\` y \{ IE=17.1 10" CPP W z a \ EG RLA,NT�[2 . a / CANTER 1....... IE=17.2 10" CPP E J >. a a s . v d . • . . . ' -Z1��j ........ 0 U. . . .................... N ♦ ♦ . • . RASS So ....�...:....::.. .: o / GRASS 3 Ell > o . CBI ........... . :.� G . ; ........................... PLANTER 0 U `V ' KING COUNTY-FMD FACILITIES ° ' i . ' 900 OAKESDALE AVE SW 98055 .............. P P p 3 STORY BUILDING CONIC: CURB RIM=19.81 9188000146 I d :SCRIBED X \ ° .. . IE=16.5 10" NW N: 175082.18 .... . . I \ €E 1294185 31 IE=16.6 10" CPP SE l M U so EL: 20:35 F m ' GM ` / 1 Z RIM=19.45 so \ of z r� o IE=17.2 10" CPP SW --2 \ IE=17.7 4" PVC N CBI ?off ASPH O ........................ 1j O ASPH sb IM=19.15 ' IE=17.0 10" CPP NE - CONIC WALK IE=16.9 12" CPP SW/ ,20 SD 9188000145 TF� 2�J N Q CONC CURB N \ C o \ \ CONIC WALK BIKE RACK C. LEGEND - EXISTING T.E.S.C. LEGEND ° GRASS PLANTER • CONTROL POINT AS NOTED � � � BUILDING LINE '••••••••••••••••••••. • REBAR (FOUND AS NOTED) - CABLE TV UNDER GROUND LINE - - - - - LIMITS OF CLEARING AND GRADING ................ A........... ............................. 0 RCB I FIBER OPTIC UNDERGROUND LINE RIM16.6 1 WHEEL CHAIR RAMP - CBI IE=1s.s 2" CPP NE IE=16.5 15" CPP W SIGN UNDERGROUND LINE IE=16.7 10" CPP E LIGHT - POWER UNDERGROUND LINE HANDICAP PARKING - STORM DRAIN LINE ® STORM CATCH BASIN WATER LINE co STORM CLEANOUT STORM CULVERT © CABLE TV PULLBOX GAS VALVE ® GAS METER WATER VALVE FIRE HYDRANT 8 KEY/CARD PAD 0 DECIDUOUS TREE CONIFEROUS TREE N01.14'07"E 60.00' PROPERTY LINE FOUND 1/2" ROD AND LS # 13731 RIM=19.94 IE=17.4 10" CONC W IE=17.5 10" CONC SE om STORM DRAIN INLET 4 PROTECTION, SEE DETAIL C5.4 918800 VEG TREE PROTECTION (HIGH VISIBILITY FENCE) x REMOVE TREE EXISTING CONTOUR STRAW WATTLES AND/OR SANDBAGS NO. I REVISION SURVEYED: AALA DESIGNED: GXLE DAWN` SGR CHECKED: AGC BY DATE APPR �APPROVED; AG C 17-ll'IB SCALE: VERTICHORIZONTAL: ALL• AS NOTED NAD 19 3/1991 ' CITY 0 F RENTON ONE INCH DATUM ° AT FULL SCALE Planning/Building/Public Works Dept IF NOT ONE INCH SCALE ACCORDINGLY CATCH BASIN/INLET SEDIMENT PROTECTION CBI PER COR STD PLAN 216.20 OR 216.30. MU MULCH AND/OR MATING (D.2.1.2.2, APPENDIX D, OF 2017 CITY OF RENTON MANUAL) FE WORKING LIMITS & HIGH VISIBILITY FENCE (D.2.1.1.1, APPENDIX D, OF 2017 CITY OF RENTON MANUAL) GENERAL NOTES 1. DEWATERING OF TRENCH AND FOUNDATION WILL BE DONE VIA VACTOR TRUCK AS NEEDED. 2. MEASURES SHALL BE PROVIDED TO ENSURE THAT RUNOFF DOES NOT GO OUTSIDE PROPERTY LINES DRUING CONSTRUCTION. SOIL TYPE NOTE PER GEOTECHNICAL ENGINEER, IF SOFT SILTY SOILS ARE ENCOUNTERED ARE ENCOUNTERED AT SUBGRADE, OVER -EXCAVATION FOR A MINIMUM OF 6" IS REQUIRED CD CD O O DO T N co 0 0 0 T 00 O 0 0 I T W v 00 r O N N N I L J z GPI\ BEFOoE YIii OG�c CALL BEFORE YOU DIG w Call: TOLL FREE 0 w 1-800-424-5555 uJ m a J IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) a SURFACE WATER UTILITY DEVELOPMENT ENGINEERING Q rstraka 11 /29/2018 rnair 11 /30/2018 z _0 CD w KING COUNTY REGIONAL DATE. 1/3/2018 z p a AFIS LAB REPLACEMENT FIELDBOOK: ® O DAV I D E VA N S PAGE: O U ANDASSOCIATES INC. DRAWING NO: CD 14432 SE Eastgate Way, Suite 400 TEMPORARY EROSION AND C5.0 z Bellevue Washington 98007 SEDIMENT CONTROL PLAN SHEET: OF: 7 135 Y Phone: 425.519.6500 R-399406