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HomeMy WebLinkAboutR-397304CONSTRUCnoN WATER DRAINING TO VAUL T MUST BE PUMPED TO THE EXIS77NG D0WS7REAM CATCH BASIN. FIL TER FABRIC PROTECTION PER C.O.R. STD. PLAN 216.20 (Typ) S, N `10 /A 00 co • ✓ • i / / i - -x -x Jx- -x-x-x x- �/ <\..�i i I I x I ,,--D PLI E TYP) - Ix TEMPORARY STOCKPILE INTERCEPTOR SWALE I / x / / PROPOSED / PER C.O.R. STD. PLAN CONVEYANCE- 215.10(TYP.) p--- =q I I I $s I I \\ 11\I II x •COI"SUMP LOT- \ 71 PUMPS CONSTRUCnoN oqs \ j RUNO ff T0, VAUL T. co n I no _ � � I I o� \���o D/kECTI STORM HATEP i / TO VAULT AT LID \ l 16 OPENING OR PROV/DE\, �0G�T 7EMPORARY P/PE l 2I CONNECTION IN CE/L/NG PLANKS. \ I 1.5 ROW \ (DED/CA TION -L f� ; PACC 223- \ \ w a W ^� \ \ CB #8011, TYPI -W \ RIM EL=372. 8"CMP(S)IE 369.85 _ SD \ / SDMH #8010, TYPE II / RIM EL=372.16 \ 8"CMP(N)IE=367.98 \ 18"CONC(E)IE=367.84 12"CMP(S)IE-367.01 24"CONC(W)IE 366.49 w \ \ \ \ \ \ \ \ CORE JOB NO. 16114T STAG/NG AREA CLEARING LIMITS (TYP.) I / S/L T FENCE PER C. O.R. STD. PLAN 214.00 (Typ) CONSTRUCTION ENTRANCE PER C.O.R. STD. PLAN 215.10 TREE PROTECTION FENCE APPROXIMATE DR/PL/NE OF OFFSITE TREES 3S� SS SS - - SS--------------- \ SS 2 RI E - 78.16 Mq, 6 /WATERLINE / w R CHANNEL=3 W8.9Tw �w w w wT w c 8 E 4N / w 12" WATERLINE w / w / 8" NW, OUT \ W W W SB \ SB SR IS ! SE B I/ SE�B I/SESB S-BFB S£ T SOUTHPUGET DRIVE FIL TER FABRIC \ (PUBLIC RIGHT OF WA Y� PROTECTION PER C.O.R. 57D. PLAN 216.20 \ (Typ) a ss \ � o SS #8056 w RI EL=397.46 W CB #8028, YPE / RIM EL= 03 8' CMP(S)=389.40 C/TR CHANNEL=390.50 W, OUT o CB #8019, TYPE I RIM EL=392.82 8"CMP(N)IE=387.33 18"CONC(S)IE=386.76 18"CONC(W)IE=386.52 0 SCALE: 1" = 20' 0 10 20 40 NOTES 1. THIS PLAN /S FOR WORK OCCURRING MA Y 1ST - SEPT. 30TH. ANY WORK BEYOND SEPT. JOTH WILL REOU/RE A WET WEATHER PLAN APPROVED BY THE C/TY OF RENTON. 2. TURBIDITY LEVfZ OF TREATED WATER LEAWNG S/TE MUST NOT EXCEED 25 NTUs pH LEVfZ MUST BE BETWEEN A MIN OF 6.5 AND A MAX OF 8.5. 3. SWPPP TO BE ONS/TE DURING CONSTRUCT/ON 4. MEASURES SHALL BE PROVIDED /N THE FIELD TO PRE Vf_NT SURFACE RUNOFF RUNNING FROM SUB✓ECT LOT TO AD✓ACENT PROPERTIES. 5. SEE GEOTECHN/CAL REPORT BY EARTH SOLUTIONS NW FOR DESIGN, CONSTRUCTION, AND ANY EROSION CONTROL RECOMMENDA TONS. 6. ANY DAMAGE TO CURB AND SIDEWALK DURING CONSTRUCT/ON WILL REOU/RE RESTORA TION AS PER C/TY OF REN TON STANDARD PLAN. 7. TREE PROTECTION FENCING SHALL 5TA Y INTACT FOR THOSE TREES WITH DR/PL/NES WITHIN THE BUILDING FOOTPRINT UNTIL AUTHORIZED TO SE REMOVED BY CITY STAFF. 8. A CERTIFIED AR80RIST SHALL BE ONS/TE DURING EXCA VA TING WORK ASSOC/A TED WITH THE BUILDINGS LOCATED WITHIN THE DR/PL/NE OF THE OFFS/TE TREES. THE ARBOR/ST SHALL ASSESS THE CONDITION OF THE TREES AND PROVIDE A MEMORANDUM DETAILING ANY SPEC/AL CONSTRUCT/ON CONS/DERA TONS AND BEST PRACTICES TO PROTECT THE INTEGRITY OF THE OFF SITE TREES PR/OR TO CITY STAFF AUTHOR/ZING REMOVAL OF TREE PROTECTION FENCING. LEGEND CONSTRUCTION ACCESS-z�Lz�LZ�Q LIMITS OF CLEARING FIL TER FABRIC FENCE INTERCEPTOR SWALE ROCK CHECK DAM FIL TER FABRIC PRO TECTIONO CONSTRUCTION RECORD DRAWING l YLIDEKO ��•oFWAsy;� CIVIL ENGINEERING con LANDSCAPE ARCHITECTURE PLANNING �•• 41846 p •• •� DESIGN SURVEYING FSS�ONAL ENG� 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 »-7Z R-397304 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: DAP SCALE. VERTICAL: NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M . CITY OF %R) R E N TO N Planning/Building/Public Works Dept. EROSION/SEDIMENTA TION CONTROL & TREE PW OTECTION PLAN DATE: Boo : 2017 DESIGNED: �G, Fl PAGE. DRAWN: SES ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRAWING NO: C2 01 CHECKED: MAY NO. REVISION BY DATE AP P R APPROVED: SHY SHEEP: 4 OF: 22