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HomeMy WebLinkAboutP_20190438E001 F1 TESC (1)WILLIAMS AVENUE NORTHNOTES: 1. BASE MAP REFERENCE: TOUMA ENGINEERS AND LAND SURVEYORS, PLLC, 2708 WILLIAMS AVE N, SURVEY WORKSHEET 12/2019, SIGNED 2/4/20. TESC NOTES: 1. EARTHWORK SHALL BE LIMITED TO SEASONALLY DRIER PERIOD OF THE YEAR BETWEEN APRIL 1ST TO OCTOBER 31ST. 2. CLEARING SHALL BE MINIMIZED TO THE EXTENT POSSIBLE AND CLEARING LIMITS SHALL BE MARKED BY SILT FENCING. 3. DISTURBED AREAS UNWORKED FOR MORE THAN 2 DAYS SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. 4. SILT FENCE SHALL BE USED ALONG PERIMETER OF THE SITE FOR SEDIMENT RETENTION AND SURFACE WATER FLOW PER DEFINITION OF “SMALL AREA” IN 2017 RENTON SURFACE WATER DESIGN MANUAL, APPENDIX D, SECTION D.1.2.3 CSWPP / ESC CONTACT: STEPHEN SIEBERT, P.E. 425-786-3612 APPLICANT: SHEZAN AND ASHIFA HIRANI 2708 WILLIAMS AVENUE NORTH RENTON, WASHINGTON 98056 425-830-2387 PARCEL: 1644500170 ADDRESS: 2708 WILLIAMS AVENUE NORTH RENTON, WASHINGTON 98056 SECTION / TOWNSHIP / RANGE: 05-23N-05E BENCHMARK / DATUM: NAVD88 190438 Hirani \ 20190438E001 F1 TESC .cdrHIRANI RESIDENCE RENTON, WASHINGTON CSWPP PROJ NO.DATE:FIGURE: 20190438E001 2/22 1 BLACK AND WHITE REPRODUCTION OF THIS COLOR ORIGINAL MAY REDUCE ITS EFFECTIVENESS AND LEAD TO INCORRECT INTERPRETATION. a s s o c i a t e d e a r t h s c i e n c e s i n c o r p o r a t e d FEET 10 200 N CONTOUR INTERVAL = 2’ LEGEND: NOTE: LOCATION AND DISTANCES SHOWN ARE APPROXIMATE. ENTIRE SITE WITHIN EROSION HAZARD AREA EXISTING CONCRETE DRIVEWAY EXISTING ASPHALT DRIVEWAY EXISTING ROCKE R Y TO REMAIN EXISTING R O C K E R Y TO REMAIN EXISTIN G R O C K E R Y T O REMA I N EL=110EL=100EL=91EL = 1 0 0 EL=128EL=122EL=93EXISTING WALLS AND STAIRS TO BE REMOVED - BLOCKS TO BE REUSED - TYP SILT FENC E - M A R K AS CLE A R I N G L I M I T