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I BLOCK 318 <br /> RIVERDALE ADD. <br /> I I I I I I I W I 1 i I <br /> I \ <br /> 27 i 26 i 25 i 24 i 23 i 22 i � i 21 i 20 i 19 i 18 <br /> \\ I 1 I 1 I I I I <br /> FOUND CONC. MON. IN CASE I I I I I I I I I I 1 <br /> WITH TACK IN LEAD, \ FOUND CONC. MON. IN CASE I I I I I I I 30' I I I <br /> DOWN 0.6' (VISITED OCTOBER, 2005) WITH TACK IN LEAD, TACK BROKEN ————————-1———L——L—— ———L—— ——J —� <br /> \ DOWN 0.7' (VISITED SEPTEMBER, 2020) <br /> _ - N 89'01'36" W 752.45' (M) 752.46' (R) ___ `" 16 TH ST. N <br /> LEGEND (MON LINE) \ <br /> —77--A <br /> —< — — — — N 89.01'36" W 455.25' (MON LINE) _ <br /> L - z <br /> • SET 1/2" X 24" REBAR W/CAP STAMPED "L.S. 37536" — — — — — — 4 — — — <br /> \ N 89'01'36" W 477.68' —` <br /> O EXISTING REBAR W/CAP, AS NOTED <br /> \ o o N o <br /> O APPROVED `r `s< FOUND REBAR/CAP <br /> FOUND MONUMENT AS DESCRIBED \ LS 35975 AT CORNER <br /> Office of Community,Planning&Economic Development C\ (OCTOBER, 2005) <br /> PLANNING DEPARTMENTT7777-7 _ -IN 89'01'36" W 111.62' --, <br /> \ \ I I I <br /> RIGHT OF WAY CENTERLINE \ I I I I I I I <br /> NAME: YTran <br /> DATE: os/19/zoz4 v titi vvv I BLOCK 323 <br /> I I I I I <br /> I 2 I RIVERDALE ADD. I I HOUSE I I I <br /> o \ 13 1 4 1 5 1 6 1 7 11 81 9 10 11 1 72 13 i 14 1 15 <br /> ' ASPHALT <br /> 1 2 <br /> II <br /> qn SH"EJ <br /> CONC. WALK DIRT/GRAVEL s <br /> BLDG. CORNER FOUND 3/4" IRON PIPE 1.0' <br /> 0. ' (N) AND 5.5' J c:qqd ----1II—--0—— <br /> -------III— <br /> — <br /> --------BELOW GRADE, 0.1 (N) AND <br /> (W) OF CORNER ALLEY0.2 (W) OF CORNER <br /> 1 F <br /> i V—————————————————— <br /> 9.01N 8 -r FOUND REBAR/CAP. ---- <br /> \— <br /> DETAIL AREA LS 35975 AT CORNER \ <br /> 1 I / 10" R.R. TIE WALL \� �o� \\ (VISITED OCTOBER, 2005) <br /> 1 I PLANTER E. FACE `�F \\2.4' (W) OF LINE 0g00 N I \ \\ \ <br /> 1 I 0055633230 ^ <br /> I 1 > BLOCK 323 <br /> 6096 'So <br /> WOOD FENCE 1 ` SHAFFER'S FIRST ADDITION <br /> 1T� �� 77� ANGLE POINT I TO BE REMOVE v A\ <br /> 1.8' (W) of I \ \ TO EVERETT \ <br /> 1 I o LINE 1 \ <br /> 1 2-STORY <br /> I CONC. MASONRY & cry 1-STORY 1 \ <br /> I ALUMINUM WOOD-FRAME I <br /> (INDUSTRIAL /UILDING HOUSE / I \ <br /> 1 (INDUSTRIAL) <br /> I \ N 89'01'36" W 263.53' (MON LINE) <br /> 1 � w 6'-TALL `L <br /> 1 � ll_L_L�� WOOD 1 FOUND CONC. MON. IN CASE <br /> I I o �'1�� FENCE <br /> z I _ WITH 1-3/4" PUNCHED \ 'v <br /> 00556332300500 SCALE. 1 BRASS DISK, — — — <br /> I /� I � I 50 \ � N 89'01'36" W 285.73' — <br /> 1 L1_L_L1_1j X 00556332301100STAMPED "733 3901 RESET EDGE OFF1 0 50 100 LS 19651" <br /> GRAVEL \ HA YES ST. \ <br /> � 12 (VISITED SEPTEMBER, 2020) <br /> 1 I 5.3' 11 1 <br /> I 1 9 10 1 <br /> I I 8 <br /> I 7 1 / <br /> i I LEGAL DESCRIPTION <br /> WOOD FENCE I SHED NW <br /> 1 1 ANGLE POINT CORNER 1 <br /> 1 0.3' (E) OF ),77//77 <br /> � I <br /> BLDG CORNERON LINE LOTS 9 AND 10, BLOCK 323, RIVERDALE ADDITION TO EVERET>; ACCORDING TO THE <br /> 5.2' (W) OF LINE X i RECORDED PLAT THEREOF, VOLUME 10 OF PLATS, PAGE 45, RECORDS OF <br /> SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE <br /> 1 1 D7 I OF WASHINGTON <br /> 1 I <br /> SHED 1 <br /> I I <br /> EQUIPMENT & PROCEDURES <br /> CONC. LOADING DOCK XLL I <br /> I 1 WOOD FENCE ANGLE <br /> SHED SW 1 METHOD OF SURVEY. <br /> CORNER 1 SURVEY PERFORMED BY FIELD TRAVERSE <br /> POINT 0.8' (E) OF LINE 0.2' (E) OF I NOTES <br /> _-- ---------L------ N- N 89'01'36" W 50.00' LINE I INSTRUMENTATION: <br /> —- — LEICA TCRA 1205 ROBOTIC ELECTRONIC TOTAL STATION <br /> FOUND UNCAPPED S. END OF 1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES <br /> WOOD FENCE PRECISION: WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY UNNAMED <br /> CO 5/8" REBAR 0.1' (S) EDGE OF ALLEY 1.3' (W) OF `D MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090 THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND SURVEYOR. <br /> OF CORNER ASPHALT LINE <br /> _______ BASIS OF BEARING. 2.) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS; <br /> ———————————————————————— THE MONUMENTED CENTERLINE OF MARINE VIEW DRIVE, OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR <br /> AS THE BEARING OF N 45'05'50" W, PER RECORD OF SURVEY IMPLIED. THIS SURVEY PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND <br /> FOR RICHARD TUCKER, A.F. J200306085004 DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS, RESERVATIONS, AND <br /> OCCUPATION WHICH MAY ENCUMBER TITLE TO OR USE OF THIS PROPERTY. <br /> © A.F. NO. <br /> AUDITOR'S CERTIFICATE SURVEYOR'S CERTIFICATE J. Rjd Pacific Coast Surveys, Inc <br /> RECORD OF SURVEY FOR: <br /> THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY q�4 oy ASkr�adC� <br /> FILED FOR RECORD THIS _______ DAY OF _______, 2020, LAND SURVEYING & MAPPING <br /> AT ________ M., IN BOOK _______ OF SURVEYS, AT PAGE DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY x RICK NORMAN <br /> P.O. BOX 13619 <br /> ---------- , AT THE REQUEST OF PACIFIC COAST SURVEYS, INC. RECORDING ACT AT THE REQUEST OF RICK NORMAN IN AUGUST, 2020. 0 -P 61 C7753Eg�'� MILL CREEK, WA 98082 SE 1141 SE 1141 SEC.171 T.29N., R.SE., W.M. <br /> DARREN J. RIDDLE, PLS LAB PH- 425.5o8.4951 FAX 425.357.3577 DRAWN BY DATE DRAWING FILE NAME SCALE J0a N0. <br /> COUNTY AUDITOR DEPUTY COUNTY AUDITOR REGISTRATION N0. 37536 WWW.PCSurveys.net IRA 9.15.20 202o25ros.dwg 1" = 50' 20-2025 <br />