3406 16TH ST 2025-03-24 - Laserfiche WebLink

1 BLOCK 318 RIVERDALE ADD. I I i i i 1 I W 1 1 i I I \ 27 i 26 i 25 i 24 i 23 i 22 i � i 21 i 20 i 19 i 18 \\ I I I I I I I I FOUND CONC. MON. IN CASE I I I I I I I I I I 1 WITH TACK IN LEAD, \ FOUND CONC. MON. IN CASE I I I I I 1 I 30' I I I DOWN 0.6' (VISITED OCTOBER, 2005) WITH TACK IN LEAD, TACK BROKEN ————————-1— \ DOWN 0.7' (VISITED SEPTEMBER, 2020) _ - N 89'01'36" W 752.45' (M) 752.46' (R) ___ `" 16 TH ST. N LEGEND (MON LINE) \ —77--A —< — — — — N 89.01'36" W 455.25' (MON LINE) _ L - z • SET 1/2" X 24" REBAR W/CAP STAMPED "L.S. 37536" — — — — — — 4 — — — \ N 89'01'36" W 477.68' —` O EXISTING REBAR W/CAP, AS NOTED \ o o N o OCAP FOUND MONUMENT AS DESCRIBED \ �+ LSU359 ND 75 BAR CORNER t\ (OCTOBER, 2005) T7777-7 __ �N 89'01'36" W 113.62' -=, RIGHT OF WAY CENTERLINE \ \\ I v ��ti vv i i BLOCK 323 �,, I 2 I RIVERDALE ADD. I I HOUSE j I I I v L o \ 13 1 4 1 5 1 6 1 7 1 g 9 10 11 1 12 13 i 14 i 15 DETAIL ASPHALT �,� v ?i Aso v I I I I I q SCALE. 1" = 20' DIRT GRAVEL VSHEUqq' CONC. WALK / BLDG. CORNER FOUND 3/4" IRON PIPE 1.0' �`�o �� ys'i y�— ———i—— i—— —— 1 I I \ 0.1' (N) AND 5.5' s. F s -- +- -- ----------- BELOW GRADE, 0.1 (N) AND 0 (W) OF CORNER 0.2' (W) OF CORNER so'G2 Q o� ALLEY lo- ------------ -r—— J � �J \\ FOUND REBAR/CAP N 89'01'36" W 50,00' -- DETAIL AREA LS 35975 AT CORNER \ 1 I / 10" R.R. TIE WALL \� �o� \\ (VISITED OCTOBER, 2005) 1 I PLANTER E. FACE 2.4' (W) OF LINE N I \ \\ \ 1 I 00556332300g00 ^ I 1 > 6096 S0 W I `v BLOCK 323 WOOD FENCE 1 ` SHAFFER'S FIRST ADDITION �-� �� TO BE REMOVE ANGLE POINT I v A\ 1.8' (w) of 1 \ \ TO EVERETT \ 1 I o LINE 1 \ 1 2-STORY I CONC. MASONRY & cry 1-STORY 1 \ I ALUMINUM WOOD-FRAME (INDUSTRIAL /UILDING HOUSE 1 (INDUSTRIAL) 1 \ N 89'01'36" W 263.53' (MON LINE) 1 � w 6'-TALL `L 1 �� WOOD 1 FOUND CONC. MON. IN CASE I I o �1�� FENCE _ WITH 1-3/4" PUNCHED 00556332300500 SCALE: 1 BRASS DISK, — 4 — — I 1 50 \ N 8— 1'36" W 285.73' — 1 /�/j X 00556332301100 STAMPED "733 3901 RESET \ EDGE OF I 0 50 100 LS 19651" GRAVEL \ HA YES ST. \ � 12 (VISITED SEPTEMBER, 2020) 1 I 5.3' �i 11 1 I 1 9 10 1 I I 8 1 7 � / i I LEGAL DESCRIPTION WOOD FENCE SHED NW 1 1 ANGLE POINTCORNER 1 1 0.3' (E) OF )','77//'77 � I BLDG CORNERON LINE LOTS 9 AND 10, BLOCK 323, RIVERDALE ADDITION TO EVERET>; ACCORDING TO THE 5.2' (W) OF LINE X i RECORDED PLAT THEREOF, VOLUME 10 OF PLATS, PAGE 45, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE 1 1 D7 I OF WASHINGTON 1 I SHED 1 I I EQUIPMENT & PROCEDURES CONC. LOADING DOCK XLL I 1 1 WOOD FENCE ANGLE SHED SW 1 METHOD OF SURVEY. CORNER 1 SURVEY PERFORMED BY FIELD TRAVERSE POINT 0.8' (E) OF LINE 0.2' (E) OF I NOTES _-- ---------L------- - N 89'01'36" W 50.00' LINE I INSTRUMENTATION: —- — LEICA TCRA 1205 ROBOTIC ELECTRONIC TOTAL STATION FOUND UNCAPPED S. END OF 1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES WOOD FENCE PRECISION: WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY UNNAMED 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. OF CORNER ASPHALT LINE _______ BASIS OF BEARING. 2.) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS; ———————————————————————— THE MONUMENTED CENTERLINE OF MARINE VIEW DRIVE, OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR 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 FOR RICHARD TUCKER, A.F. J200306085004 DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS, RESERVATIONS, AND OCCUPATION WHICH MAY ENCUMBER TITLE TO OR USE OF THIS PROPERTY. © A.F. NO. AUDITOR'S CERTIFICATE SURVEYOR'S CERTIFICATE J. Rjd Pacific Coast Surveys, Inc. RECORD OF SURVEY FOR: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY q�4 °F ASkr�adC� FILED FOR RECORD THIS _______ DAY OF _______, 2020, LAND SURVEYING & MAPPING AT ________ M., IN BOOK _______ OF SURVEYS, AT PAGE DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY x RICK NORMAN P.O. BOX 13619 ---------- , AT THE REQUEST OF PACIFIC COAST SURVEYS, INC. RECORDING ACT AT THE REQUEST OF RICK NORMAN IN AUGUST, 2020. O I C 3753Eg�' � MILL CREEK, WA 98082 SE 141 SE 141 SEC.171 T.29N., R.SE., W.M. DARREN J. RIDDLE, PLS LAB PH. 425.5o8.4951 FAX 425.357.3577 DRAWN BY DATE DRAWING FILE NAME SCALE J0a N0. COUNTY AUDITOR DEPUTY COUNTY AUDITOR REGISTRATION N0. 37536 WWW.PCSurveys.net IRA 9.15.20 zo2o25ros.dwg 1" = 50' 20-2025