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Smith & Vail Addition---11-87• , • •/ I / / / .... / / ••••■ ••••., / . "••••••••.....„. z t• \ t. • • • • • • 1 • • I 1. 1. 1 '75 1'5 13,685 5.P: .4 /2, 47 75 • /24 75 k N4 — — 10 //, 8 5.F: TARA DRIVE 292' /0 57 1E D. VEzve 9 5 7•' PHASE 2 o (9 LOTS) PHASE 1 (3 LOTS) 2 Zoe' /0 '/./r/z/7 e,e15e4iEAIT 5/87E /3, /35 5.1 /3, /35 5. P. /0' th Eilswae 5 ' .54:26 / • 1 //,87 Z9.2' 65 .AVENUE 9 5 95' 5. 8 .75 ' 8 2 ' 4.2 /0 6 /8,12a 5:f: 7 /25; 4.2.o 41 11 kiN 12 /.0,57e.4 .82" 1 55'— — 6,0' 1— w w cc 1- >- w LL cc SMITH AND VAIL ADDITION PRELIMINARY PLAT A PORTION OF THE S.W. 1/4 OF SEC. 3, T.24 N., R.43 E.,W.M., SPOKANE COUNTY, WASHINGTON. SITE AREA NO. OF LOTS TYPICAL LOT SIZE GROSS DENSITY SEWER SERVICE WATER SERVICE ZONING ( hecr Cr a Ape €1 ST !* VICINITY MAP t z_ jmm.m 100 SCALE: 1 - 50' PROPONENT: KEVIN SMITH & DOUG VAIL CONSULTANT: ADAMS & CLARK, INC. PRELIMINARY PLAT DATA: 4.2 ± ACRES 12 14,000 S.F. 2.86 UNITS / AC. ON SITE CITY AG. SUB. PS in 153b-87 ■ I I 1' 1- 0 1 0 0 SHEET OF 1 wo # 86-301, 1