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2401 TAYLOR DR 2022-08-29
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2401 TAYLOR DR 2022-08-29
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Last modified
8/29/2022 8:21:12 AM
Creation date
3/2/2022 8:52:13 AM
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Address Document
Street Name
TAYLOR DR
Street Number
2401
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HAACK - TAYLOR DR. SFR <br /> SECTION 35, TOWNSHIP 29N , RANGE 4E, W. M . Z <br /> O <br /> P. <br /> a <br /> Ei <br /> U <br /> - LEGAL DESCRIPTION o <br /> _ THE WEST HALF OF LOT 3, BLOCK 1, MAP OF <br /> /�- - ', DARLINGTON, ACCORDING TO THE PLAT THEREOF <br /> ___ RECORDED IN VOLUME 8 OF PLATS, PAGE 29, RECORDS <br /> �/' _ - _ SSUBJECCTOF OTOISH COUNTY, WASHINGTON;A SEWER FOR THE BENEFIT OF I- <br /> _ ---Z. THE CITY OF EVERETT, RECORDED UNDER RECORDER'S 0 <br /> ---___ � FILE NUMBER 1642175, RECORDS OF SNOHOMISH COUNTY, #',��I���I <br /> / WASHINGTON. K,VV<< <br /> eNSwPVNj �_ ----�__ SITE DATA <br /> / SITE ADDRESS: 2401 TAYLOR DR. EVERETT, WA 98203 <br /> OF I • OPEN / <br /> / ,•4'Q DECK / PARCEL NUMBER: 00417000100300 <br /> 52 n...a• .e / 70' STEEP ZONING: R-S <br /> I PATIO ,- SLOPE BUFFER CIVIL ENGINEER GEOTECH <br /> . <br /> ,(288 SF) 4 . . - OMEGA ENGINEERING, INC. SONDERGAARD <br /> / _ d - JOSEPH SMEBY, PE GEOSCIENCE, PLLC <br /> `-a - 2707 WA WETMORE AVE. SNOHOMISH, WA 98296 <br /> ' \N- T .47-- 1-- EVERETT, WA 98201 13012 65TH AVE SE <br /> I I 425.903.4852 <br /> F:425.259.1958 <br /> I I SURVEYOR z <br /> EMERALD LAND SURVEYING, INC. <br /> MO BOX 1 <br /> TOP OF . MILL CREEKK,, WA 98082 <br /> BANK 425.359.7198 <br /> Ora <br /> _ OWNER/APPLICANT <br /> 70 I I CLAY& KAMI ERICKSON W <br /> $� STEEP --__ ILA 2401 TAYLOR DR <br /> DETAIL BUFFPE ER I ———_.........._ — ml — EVERETT, WA 98203 <br /> N <br /> CD <br /> Cr <br /> t I I W <br /> VI <br /> o I - 40' <br /> o I .- ,, - , <br /> 0 <br /> o �_ <br /> EX. co <br /> Ili o u2i. <br /> SHED Q"c� <br /> (TBR)----._"_�. Q o u�i <br /> s - F I o�°'N <br /> co N <br /> Ii- <br /> N1 EX. SFR W u w <br /> IX <br /> �, I ES. SFRR) 1 to <br /> - _ __ . -,H- FF=140.13 4 W <br /> o <br /> I N <br /> A I ❑ � a I 01 <br /> J <br /> m <br /> o 0 Q <br /> o Z <br /> - <br /> O <br /> ,.1 coo FEE= 0 Z <br /> A <br /> ao o F) --.1�, 136.75 <br /> (3,032 S 4'. <br /> N I N • <br /> Cal°11 WW <br /> 1 --� � •° EW_ <br /> _I I ROOF �I :I. <br /> I OVERHANG ' j' I O z <br /> I ' .o 4 °a 4 W <br /> I Q <br /> N <br /> I .� I — PROP. D/W�� d .. • Z <br /> L J 4 a <br /> I (1,216 SF) ° <br /> O e _ 0 w <br /> _I&51 a °a ® 0 W Z <br /> EX DITCH l <br /> _ IlL <br /> 2 O Qh <br /> .r Q M <br /> ��� /7 <br /> N ° •° 4 ad .\ Ur^) Z w <br /> F- W ' z_ DETAIL iiiii 20 <br /> 0 9 \•\ _ HORIZONTAL SCALE0 Et ; U. <br /> / a LL 0 ° <br /> 0 40 40 PFN: <br /> OVERVIEW MAP IIIIIHORIZONTAL SCALE PLAN APPROVED � ��/ <br /> % <br /> ! /�%TETT�19-1112 O "vEJT <br /> PUBUC SERVICES DATE �— <br /> PUBI,JI:' WORKS w' 8/18/20 <br /> UTILITIES DRAINAGE DEPARTMENT acme <br /> A PUBLIC WORKS PERMIT IS REQUIRED PRIOR TO PER PLAN <br /> STARTING ANY CONSTRUCTION ON THIS <br /> PROJECT. APPROVAL FOR THIS PROJECT DRAWING NO. <br /> 1 <br /> CITY ENGINEER IS CONDITIONAL PER CURRENT STANDARDS <br /> AND EXPIRES UNLESS PERMIT <br /> FOR CONSTRUCTION HAS BEEN ISSUED. <br />
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