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DIV. NO 2 <br />POWDER MILL <br />RAO = S500' - <br />�� 59TH <br />_ ST. 1y.'/ <br />HIGHLANDS <br />h <br />SDMH *11111101 <br />RIM EL=191.6'� <br />\\O <br />SUMP EL=161.6' <br />SDCB 1121111// <br />_ If <br />_ <br />NBO'1B'pBk, <br />RIM EL=197.0' <br />8"CONG S=194.2' <br />!o <br />I <br />D R �25.00' <br />64.80, <br />a <br />N80°38. <br />ESMT. DIMENSIONS <br />0 <br />\ <br />06„W <br />PER PLAT DETAIL <br />#900 <br />C, 5114'42" <br />_ 0 <br />�55p0 <br />NAR%BLSYIffNTPERLIPLAT L/TY <br />\ <br />R-' <br />1000' <br />N4' 04"0T <br />s�T ai'/�E_ <br />6��G' <br />NO- <br />\ <br />�� <br />SB5'S5'S77 <br />v <br />NBO'JB'Ag,7y <br />___-A, <br />(`Sc <br />I ° <br />Se5'55'51F \ <br />L=75.77' <br />01V <br />\ <br />POWDER <br />\ <br />\ <br />\ <br />\ <br />OS <br />HIGHL <br />HOUSE #2702 \ <br />FF=1993' � <br />MILL v <br />\ <br />DECK <br />�TOPO EXTENTS <br />) j _ <br />Y <br />q n L <br />/ \ j---oMwELL 15 <br />vys WA`a�Pv c, <br />_PATIO <br />#905 <br />� <br />90 /x <br />EXPOSED #901 <br />rn IRRIGATION LINE 3 <br />ii EXPOSED 4" CPP <br />IRRIGATION LINE <br />�80" 43°W�4468b _ <br />\ 18� <br />Pp0ff"0" <br />NAOW �COWM PCAT 16" _ - <br />EASEMENT <br />0 tOP -' 78O <br />#907 <br />9762' S88° 31' 49"W-107.92' <br />SCARP <br />TRACT A <br />LEGEND: <br />FOUND 2" BRASS DISK IN CONC. IN CASE <br />0 SET CONTROL POINT SURVEYOR'S NOTES: <br />160 <br />❑® CATCH BASIN 1. LFGAL DESCRIPTION: ACCORDING TO STATUTORY WARRANTY DEED AS FILED UNDER AUDITOR'S FILE NO. 201804300401, <br />O STORM DRAIN MANHOLE RE CORDS OF SNOHOMISH COUNTY, WASHINGTON. <br />ONNELI MONITOR WELL ®18 2. HORIZONTAL DATUM: LOCAVASSUMED <br />® SPRINKLER HEAD ,020 3. BASIS OF BEARINGS: PLAT OF POWDER MILL HIGHLANDS DIVISION NO. 1,ACCORDING TOTHE PLATTHEREOF, RECORDED IN <br />VOLUME 53 OF PLATS, PAGES 46 THROUGH 48, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. <br />O DOWNSPOUT LINE HELD:S77°24'16"E 125A2'(125.43'MEAS.) BETWEEN FOUND BRASS DISK P.T. MONUMENTS IN CENTERLINE OF 59TH <br />Q SEWER CLEANOUT ST. S.W.(NOT SHOWN). <br />Fo GAS METER 7S0 4. VERTICALDATUM: ASSUMED <br />0 POWER METER HELD EL=200.00'ON PT#900 <br />20 <br />u� EDGE OF CONCRETE 10, SITE BENCHMARKS: <br />Q. DESC. ELEV. <br />-X- WOOD PANEL FENCE #900 SET PK NAIL 200.00' <br />DECIDUOUS TREE W/DIA. °EO 9051 SET 1//22" REBAR//CAP (PPINK) 195.6 <br />490STREAR CAP NK'94503'' <br />CONIFEROUS TREE W/DIA. #916 SET 1/2" REBAR/CAP (PINK) 111.68' <br />#907 SET 1/2"REBAR/CAP (PINK) 181.66' <br />S. DATE OFSURVEY: NOVEMBER16, 18,AND 22, 2022 <br />lQ <br />0\ 6. PROCEDURESUSEDELEMENTS <br />ETHIS TOPOGRAPHIC SURVEY INCLUDE THOSE ELEMENTS SET FORTH BY WAC 332-130-145- <br />TOPOGRAPHIC ELEMENTS ON MAPS. <br />S. LINE SW 1/4 SECT. 2, T28N,.E, W.M. <br />7, THE PURPOSE OF THIS SURVEY WAS TO COLLECT TOPOGRAPHIC DATA OVER THE SCOPED AREA. NO BII UTILITY LOCATE <br />REQUEST WAS INCLUDED. <br />B. THIS SURVEY WAS ACCOMPLISHED USING STANDARD FIELD TRAVERSE PROCEDURES WITH A TOTAL STATION. ALL <br />MONUMENTS SHOWN WERE VISITED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. <br />9. THIS SURVEY WAS COMPLETED WITHOUT THE BENEFIT OF A CURRENT SUBDIVISION GUARANTEE AND DOES NOT PURPORT <br />TO SHOW ANY OR ALL EASEMENTS, RESTRICTIONS, OR JUDGEMENTS THAT A CURRENT SUBDIVISION GUARANTEE MIGHT <br />REVEAL. <br />10. SURFACE CONTOURS DEPICTED WITH 2' (MINOR) AND 10' (MAJOR) INTERVALS WERE GENERATED FROM FIELD <br />0 15' 30' OBSERVATIONS USING AUTOCAD CIVIL 3D(VERSION 2019)AND ARE TYPICALLY ACCURATE TO WITHIN APPROXIMATELY <br />0.5', <br />SCALE I"=15' 11. A SON AND ASSOCIATES ASSUMES NO LIABILITY FOR ANY SUBSURFACE CONDITIONS OR FEATURES THAT MAY EXIST <br />WHICH WERE UNDETECTABLE OR NOT VIABLE AT THE TIME OF THIS SURVEY AND THEREAFTER. <br />12. THIS 15 NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS SUCH, SEE A RECORD OF SURVEYOR PLAT MAP. <br />SW <br />NW <br />2 �2 <br />0 <br />BURIED UTILITIES NOTE: <br />24 NO UNDERGROUND UTILITIES WERE LOCATED THIS SURVEY AND THEREIS NO <br />GUARANTEE THAT ALL UTILITIES ON THIS SITE ARE SHOWN. THE CONTRACTOR <br />MUST FIELD VERIFY THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. <br />TWP. 28 N., RGE. 4 E., W.M. CONTACT THE WASHINGTON STATE UTILITY LOCATE CENTER AT 8-1-1 AT LEAST Knowwfl.t4be10W. <br />48 HOURS BEFORE CONSTRUCTION. Call before you dig. <br />m F A m o PREPARED FOR: CHELSEA MILLER <br />6 m z Qaaa 2Jcp4 <br />W K o ~ JEPSON & ASSOC'STOPOGRAPHIC SURVEY R° <br />REVISIONS <br />REGISTERED PROFESSIONAL ENGINEERS AND LAND SURVEYORS ' ID DATE DESCRIPTION <br />2'CONTOURS <br />a ti 222 GRAND AVE., SUITE C, BELLINGHAM, WA 98225 4; 1 xx/Xx/xxxx xxx <br />O <br />0 N rAj PHONE: (360) 733-5760 55832 <br />2702 59TH ST SW FAX: (360) 647-8939 4eclsTCAEO 4 <br />EMAIL: cmjepson@jepsonengineering.com °"41f,L ero'6/16/23 <br />EVERETT, WASHINGTON <br />