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4703 GREELY ST 2025-09-30
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4703 GREELY ST 2025-09-30
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Last modified
9/30/2025 9:23:22 AM
Creation date
9/16/2025 12:07:26 PM
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Street Name
GREELY ST
Street Number
4703
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EQUIPMENT B PROCEDURES LEGAL DESCRIPTION LEGEND NOTES: N8930'05"W <br /> INS7RUMENTA170N. LEICA TCRM1205 TOTAL STATION AND LEICA APX 1200 GPS THE NORTH ONE-HALF OF LOTS 9, 10, 11 AND 12, BLOCK FOUND CITY STANDARD .: N <br /> 7, QUEEN ANNE ADDITION TO EVERETT, ACCORDING TO THE O MONUMENT FOUND AS NOTED 1. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE MONUMENT LEAD, BRASS <br /> REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS,A/E1HQD OF SURVEY: FIELD TRAVERSE AND GPS OF EXISTING MONUM£NTAITON PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS PAGE SET 1/2" X 24" REBAR W/PLASTIC CAP'"ORCA 53683" RESTRICTIONS, RESERVATIONS AND/OR OCCUPA77ON WHICH MAY 14SITENALDI9/N CASE <br /> 9 2021 N897658"W `� z <br /> 42, RECORDS OF SNOfOMISH COUNTY, WASHINGTON. ENCUMBER TITLE TO OR USE OF THIS PROPERTY. <br /> PRECISION.' MEETS OR EXCEEDS W.A.C. 332-130-090 REQUIREMENTS 29.36' EAST 1/4 <br /> SITUATED IN THE COUNTY OF SNUHOMISH, STALE OF O 1/2" REBAR W/CAP AS NOTED O - O CALCULATED <br /> BASIS OF BEARWQ MONUEMEN TED CENTERLINE OF MUKILTEO 8LVD AS THE WASHINGTON. 2. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF 4, REFERENCE (Rl)(R2)(R3) <br /> NAIL do WASHER AS NOTED PARTIES WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT <br /> BEARING OF N 89300.5'E, AS PER RECORD OF SURVEY, A.F. N0. 200203185001. EXTEND TO ANY UNNAMED THIRD PARTIES WITHOUT THE EXPRESS <br /> RUEROM -X- EXISTING FENCE LINE RECER77FICA71ON BY THE LAND SURVEYOR. N8976'58"W <br /> 2(R1) RECORD OF SURVEY, A.F. NO. 20020318500T <br /> � BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED <br /> (R2)RECORD OF SURVEY, R.F. NO. 2001f0305005 LOCARONS� OWNERSHIP LINES MAY VARY. NO GUARANTEE OF <br /> (R3)RECORD OF SURVEY, A.F. N0, 200201115003 OWNERSHIP IS EXPRESSED OR IMPLIED. <br /> \`4 RECORD OF SURVEY, A.F. N0. 9807165005 FOUND CONCRETE MONUMENT FOUND CITY STANDARD <br /> REFER TO AFN 1108082 - STATE HIGHWAY EASEMENT MONUMENT!N CASE <br /> LEAD, NAIL IN CASE VISITED 9-9-2021 <br /> VISITED 9-9-202f N8930'05"W 660.82(R1) 660.72(M) <br /> EAST-WEST CENTER LINE � <br /> N8971'18"W SECTION 35-29-4 <br /> 4.52' O ^7.40'C MUK/LTFO BL� 559.28' 10t,54' -O <br /> N8971'18'W 1251.19' �- ( ) j ' <br /> N89'16'58'W 1251.19' - 1 <br /> 4- <br /> CALCULATED POS177ON _ - <br /> j PER (R1) ! -_—_� N89'1658"W 566.66"(C)(R 1) <br /> I <br /> NORTH LINE GRAND AVENUE I I <br /> BASED ON MONUMEN FED LOCATION OF I I <br /> PLAT OF QUEEN ANNE ADD. I I I <br /> F--40' 40' <br /> I <br /> I <br /> F-- <br /> 4J rn ._. BLOCK 3 I N <br /> _ QUEEN ANNE <br /> J S ADDITION TO <br /> _ EVERETT <br /> Z 4i VOL. 3, P. 42 ' �"" .__ y` $ N <br /> FOUND REBAR AND CAP <br /> z <br /> 15 <br /> � STAMPED '9597" -� <br /> © VISITED 9-9-2021 <br /> REFERENCE (R1) I I <br /> --WEST LINE OF PLAT AS MONUMENTED FOUND REBAR AND CAP <br /> cr <br /> REFERENCED (R1)(R2)(R4) STAMPED "9597" 0.2' EAST I f I <br /> K, VISITED 9-9-2021 <br /> h _ REFERENCE (R1) ! I I <br /> 1 <br /> - -------__-_ - <br /> N69'16'10"W 684.44' <br /> I 1 N89'16'10"W 377,73' - - N8916'10"W 188.87' <br /> 99.241(c) BAIL Y A VENUE <br /> I 100'(P) <br /> LO <br /> PARCEL DETAIL SET 2' OFFSET <br /> scAL£: 1 20 Ll�ll <br /> z �`N8976'00"W I I I I i I I I o <br /> CEN7E7� OF PLASTIC WHITEA I N 99.24(C) I T I BLOCK T I I I <br /> .0 I I I 100'(P) I I I I QUEEN ANNE I I I I <br /> FENCE POST, 1.0' WEST a <br /> z AND 1.0' SOUTH OF N I I I I I AooyE TO RETTI I I a <br /> CALCULATED CORNER ( l2 I 11 I 10 19 1 8 I I VOL. 3, P. 42 I I 1 N <br /> � Z Q. 1pw N I� N <br /> oz z z a LO `l` -T —T' —'l' `I <br /> IT T <br /> Ti— IIII I 1I TIIII I I 7- <br /> SET AG v <br /> AND WASHER i5o <br /> Ci Vp � 13 14 1 23 <br /> I I1iII <br /> I <br /> f <br /> 24 1 � GRAPHIC SCALE <br /> --------- --------, 60 0 <br /> 60— M <br /> ICENTER OF FENCE SCALE: 1" = 60' <br /> CENTER NORTH <br /> FENCE POST L _I._ .�� .__I __I__ I_ <br /> 0.7' NORTH OF LINE NORTH END AND CENTER OF Nb00 I f_ L -N NJ <br /> FENCE POST, 0.8' WEST I <br /> IAND 0.2' NORTH OF CALCULATED CORNER g HOLBROOK AVENUE <br /> - - N89'15 28'W 377.69' - - - N89'15 28"W 188.83' <br /> RECORD OF SURVEY FOR <br /> ASH DANIEL CARLISLE <br /> AUDITOR'S CERTIFICATE _ _ SURVEYOR'S CER77FICATE �A, 7dG� IN THE N.E. 114, OF THE SE. 114, SECON 35, T.29N., R.4E., W.M. <br /> AUD 701r3 �E NUS 01--L2, 5-5-C-�-5------- I o SNOHOMISH COUNTY, WASHINGTON <br /> �, THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN N a <br /> FLED FOR RECORD THIS -Lf'"_ DAY OF 2(-9P—± 2021, AT r Z_ZS E—Al., CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE -0 0 <br /> IN VOLUME-'' Of SURVEA PAGE '' AT THE REQUEST OF ORCA LAND SURVEYING, INC. REQLIE OF DANIEL CARLISLE IN SEPTEMBER, 2021. o JOB NO. 2021-106 <br /> GARRi FELLG c �r� __ 9/14/2021 ss%q��l s i E��. � ORCA Land SurveyingDATE: 9-14-2021 <br /> - -- LAN DWG BY. RLM, KG <br /> COUNTY AUDITOR DEPUTY AUDITOR / CERTIFICATE NO. 53683- ------- - y AN A DATE - t O 3605 COLBYAVENUE, EVERETT, WA 98201 SHEET J of <br /> 425-259-3400 FAX: I <br /> AX 425-258-16i6 <br />
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