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22-105257-SF-Woodlands Lot 16 - Site Plan 11-9-2222-105257 RECEIVED Nov 21 2022 DATE: 11/03/22 PLAN: 5130-G-R 75552-16 EXISTING RETAININ& WALLS 2'x I O' TRENGH 5' MIN TO STRUCTURE/ 5' MIN TO FROF LINE O' PUBLIC, UTILITY EASEMENT A=440011I2" R=55.00' L=4O.a4' FIGURE C211A PERFORATED PIPE CONNECTION FORASNGIP FAMILY RESIDBICE aFILTER NDOM FILL 6 MIN 18" MIN f- FABRIC " PERFORATED PIPE �-24" MIN. 1 z"-�q" WASHED ROCK TRENCH X-SECTION NT5 SLOPE TO ROAD DRAINAGE SYSTEM 2' x10' LEVEL TRENCH w/ PERFORATED PIPE PLAN VIEW OF ROOF NT5 NOTES 1) EXTERIOR CONCRETE AREAS MAY VARY DUE TO SITE CONDITIONS 2) EROSION/SEDIMENT CONTROL MEASURES MUST BE FUNOTIONAL AND MAINTAINED THROUGHOUT CONSTRUCTION 5) SOIL STOCK PILES TO SE COVERED WITHIN 24 HOURS 4) YARD DRAINS TO SE TIGHTLINED TO STORM DRAINAGE SYSTEM 5) ROOF $ FOUNDATION DRAINS TO SE TIED TO STORM DRAINAGE SYSTEM Fd 301at CT Roof drain and footing drain shall connect to community site drainage line. SITE PLAN ADDRESS: Icibl S. 301st Ct. PARCEL: "-52651-0160 No part of the main structure may extend into the front yard setback. Eaves/awnings may extend up to 18 inches into the required front yard - compliance with FWRC 19.125.160 required. ROOF DRIPLINE Catch Basin are required where any grade break or alignment change 20' FRONT E355L SILT FENOE OR STRAW WATTLE ARMORED C,NST ENTRANT E Per 2021 SWDM Appendix C2.11 A gravel filled trench must be at least 10-feet in length for every 5,000-SF of impervious surface. BUILDING COVERAGE & IMPERVIOUS SURFACE BLDG COVERAGE = 607 MAX ROOF: 1,601 SF DRIVEWAY/WALK: 383 SF PATIO: 126 SF TOTAL IMPERVIOUS AREA: 2,110 SF LOT AREA: 5,291 SF BLDG COVERAGE: 40% UTILITY LEGEND w = WATER LINE/METER so = STORM LINE/STUB s = SEWER LINE/STUB --------------------- = FOOTING DRAIN —<<—<<—<<--<<—<<—<<— = STORM 71OH7LINE sCALe: I:2o D.R. HORTON THE WOODLAND5 COMPLETED ESY: YxL D RHDRiON' ® (425)821-3400 ext. 5172 ylin©drhorton.com AT REDONDO OREEK LOT 16 11241 SLATER AVENUE NE SUITE 200 KIRKLAND, WA 98033