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TOPO SURVEY 4.20.20i I SDMH RIM=341.62 CB RIM=335.86 IE 12" IP= (E)334.42 j IE 12" RCP=327.10 IE 12" PVC(E)=333.96 IE 12" IP(N)=334.92 DITCH IE 12 RCP(W)=333.96 ¢ IE 12" PVC(W)=334.42 SD rl o, cb SSMH RIM=340.73 i IE 8" PVC(E)=332.78 - - - - - ------ IE 8" PVC(W)=332.68 - - - - 599.04'- - FOUND CASED CONC. MON. W/ t- "X 1-1/2" BRASS DISK & - o; DOWN 0.2'. VISITED 12-10-19. LEGEND • SET 1/2" X 24" REBAR W/CAP STAMPED 'PCS 37536" O EXISTING REBAR W/CAP, AS NOTED OFOUND CONCRETE MONUMENT AS NOTED RIGHT OF WAY CENTERLINE Q STORM DRAIN MANHOLE i INVERT/CULVERT O CATCH BASIN Da WATER VALVE FIRE HYDRANT ® WATER METER WATER VAULT Q SANITARY SEWER MANHOLE SIGN POST -0- UTILITY/POWER POLE GUY ANCHOR CONIFEROUS TREE 0 DECIDUOUS TREE F FIR B BIRCH M MADRONA NOTES 1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY UNNAMED THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND SURVEYOR. 2.) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS; OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. THIS SURVEY PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS, RESERVATIONS, AND OCCUPATION WHICH MAY ENCUMBER TITLE TO OR USE OF THIS PROPERTY. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -------------------------= i I SET REBAR W/CAP 1.0'(S) OF CORNER ON PROPERTY LINE 27G418003023GG 27041800302100 27041B00302200 l i i I I I I I /(I I J I � Q N CB RIM=343.42 IE 12" RCP(E)=340.f IE 12" IP(W)=340.72 CB RIM=345.39 IE 12" PVC(E)=343.79 IE 12" RCP(W)=343.49 CB RIM=348.71 IE 12" PVC(W)=346.81 , , 1 ----- N 89'30 26" W 261.26' --- SS FOUND CASED CONC. MON. ,, `�' W/NAIL IN CONC. DOWN 0.5'. N 89'30'26"' W 115.00, ® ��� `" VISITED 12-10-19. 8» r----------------------------- '� r------ DEC � �M14" DEC / STORM - --_5 VAULT �92ND ST S. W. N 89'30'26" W(R1) (BASIS OF BEARING) 783.51' - - - - T---------------- - ------ �--- 84. 6' S � SS ,, -' � SS IL Lo LOT AREA 12,075 SF a� Q 16" 27041800303700 0 16" B l 18" e 7 � �\ ROOF PEAKi1 ELEV.=362.22' j F. F. ELEV.=344.55' r7 j �I HOUSE J8912 rA ■® L M 8. .8' 8.2' 6 . ' 16 "x3 FOUND REBAR, NO CAP. i ��� ASPHALT 0.1 '(N) OF CORNER I L F // �6 N 89'30 26" W 115.00' I I x x x x� x _----------- 4 i WOOD FENCE ' I END FENCE 0.3'(S) 1 1 0.7' OF PROPERTY LINE END FENCE 0.3'(E) & cv 1.5'(S) OF CORNER I I ' I I ' I I ' I I I , I I , I I , I I , I I , I I , I I , I I , I I , I I CE I I , I I , I I , I I , I I , I I , I I , I I , I I , 27041800310800 I I � ------------------------------------------------------------------------------ I I � I I � I I ' I I � I I � I I � I I ' I I � I I � I I � I I ' I I � I I ' I I � I I ' I I � I I ' I I � I I ' I I � I I ' I I I , I I I , I I , I I , I I , I I , I I , I , I , I , I , I I I i 27041800303600 i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 27041800301200 I I I I I I I I I I I I I I I I I I I I I I I I FOUND REBAR, NO CAP. 0.1'(S) OF CORNER I I I I I I I I I I I I I I I I I I I I � I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L------------------------------------------------- L----------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J.V WA R\ FVID �0 rn C� z oC� 37536 q GI \�A'AL L; / 61 SSMH RIM=361.51 ---- IE 8" PVC(NE)=354.16 IE 8" PVC(SE)=354.16 IE 8" PVC(W)=354.06 EQUIPMENT & PROCEDURES METHOD OF SURVEY.° SURVEY PERFORMED BY FIELD TRAVERSE INSTRUMENTATION: LEICA TS15 ROBOTIC ELECTRONIC TOTAL STATION PRECISION: MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090 BASIS OF BEARING. THE MONUMENTED CENTERLINE OF 192ND ST. S.W., AS THE BEARING OF N 89'30'26" W. LEGAL DESCRIPTION BEGINNING AT THE SOUTHWESTERLY CORNER OF SECTION 18, THENCE ALONG THE WEST LINE OF SAID SECTION 18, NORTH 00'37'06" EAST 1301.48 FEET,• THENCE ALONG THE SOUTH MARGIN OF THE COUNTY ROAD, SOUTH 89'31'52 EAST 599.24 FEET TO THE NORTHWESTERLY CORNER OF THE TRACT HEREIN DESCRIBED AS THE TRUE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89'31 '52" EAST ALONG SAID SOUTH MARGIN OF THE COUNTY ROAD A DISTANCE OF 115.00 FEET; THENCE SOUTH A DISTANCE OF 105.00 FEET; THENCE NORTH 89'31 '52" WEST PARALLEL WITH THE SOUTH MARGIN OF 192ND STREET SOUTHWEST A DISTANCE OF 115.00 FEET,• THENCE NORTH A DISTANCE OF 105.00 FEET TO THE TRUE POINT OF BEGINNING. (ALSO KNOWN AS A PORTION OF TRACT 14, BLOCK 2, SUNSET ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF.) SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. VERTICAL DATUM NA VD 88 lF FOUND CASED CONC. MON. AT THE INTERSECTION OF 88TH AVE. W. & 192ND ST. S.W. ELEV. = 368.47' PER GPS OBSERVATIONS SURVEY REFERENCES (R 1) PLAT OF SURVEY - VOL. 25, PG. 127 (R2) PLAT OF SURVEY - VOL. 20, PG. 28 i I I I� I W I� I co I M FOUND CASED CONC. MON. Q� W/1 " I.P. IN CONC. DOWN I 0.7'. VISITED 12-10-19. I I I I SCALE: 1" = 20' 0 20 40 I