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RESUB 2-BLD2022-1135+Survey+8.24.2023_7.37.21_PM+3746840FOUND CASED CONC. MON. W/ 2-1/2" BRASS DISK &PUNCH +- - - - - - - - _ - _ rr DOWN 0.5'. VISITED 3-1-23 --i- - - - - - - - - - - - - - - - - - - - - - - - _-_-_-_-_--N 88'1555" W 76TH ST. S. W---------------------------------- - - - - - - - - - - - - - - ASPHALT 1.5' 17, R WALL CONC. BLOCK WALL DETAIL 'A' HOUSE. COR. 0.2'(E) i OF CORNER I BUILDING' 0.1 '(E) AT CORNER DETAIL 'B' --------------- ASPHALT Y5,.RIM=254.33 , CPP(W)=253.73 15.8' 777/7/1 17 ll 0.9 i GRAVEL . 1 I DETAIL 'C' SSMH RIM=240.20 IE 18" RCP(N)=231.05 IE 18" RCP(S)=231.15 � I I I � , I U � i U LOT 20 I I PLAT OF MEADOWDALE SOUND I VIEW TRACTS VOL. 11, PG. 51 i i i i---------------------------------------------------------------------------------------------------------------------------------------------------------------- I I I I 1 �6 I ti I i I I I LOT 21 -0- j PLAT OF MEADOWDALE SOUND j VIEW TRACTS VOL. 11, PG. 51 I I I I I I I I I I I I I I I I I ---------------------------� I STORM/SEWER INDEX A CB RIM=245.45 IE 12" CPP(S)=242.05 IE 12" RCP(W)=242.05 IE 4" PVC(SE)=243.95 YD RIM=245.30 B IE 4" PVC(NW)=244.30 YD RIM=249.73 C IE 4" PVC(W)=249.13 IE 4" PVC(E)=249.13 p CB RIM=246.71 IE 12" CPP(N)=243.01 IE 12" CPP(S)=243.01 SDMH RIM=247.15 E IE 12" CPP(W)=238.55 IE 12" CPP(E)=240.35 F SSMH RIM=249.52 IE 18" RCP(N)=234.97 IE 18" RCP(S)=235.07 V / i I O I I ' � 1 I o FOUND REBAR W/CAP STAMPED '29539" FOUND NAIL W/WASHER i CURVE TABLE I ❑ 0.1'(W) OF CORNER ------------ STAMPED '29539" AT CORNER o� ® --------------------------------------------------------------------------------------I SEE DETAIL 'A' " DETAIL 'B' i , I� I a N c " TRACT A " N 88'23 7 � ASPHALT LINE TA B L E CURVE LENGTH RADIUS DELTA Cl 31.33 20.00 89'45'05" C2 31.51 20.00 90' 15'21 " o I m I �• m I Il N 12 60 00 `, 6"x2 12" �, /T? S G C 16- CONC:. I� � GRAVEL �\ C 10 x2 Cl. `0 ROND �. ./ /10' � � � 10"� �� I" �� /� � � �� i 9R" - n5� CONC. C I • ��d" C . �� ) /_Y/ %1 i nowc� 15.8' i -b i c� ' ' i i LINE L 1 LENGTH 2.59 BEARING N 01 '21 '02" E L2 12.00 N 88'23'37" W L3 2.41 N 01'21'02" E L4 1.19 N 01'36'23" E 1 i T / ` PQ D _ CREEK /_^. HOUSE 4, I ; 28" L2\� 8 _ .. #17727 52 ✓DEC ,/ F.F.-262.13 I `O N\ .� I ,9 ��o� y �� yow. �.� `��� LOT 2 Q j " - � � � \ F 12 116 x2 � --25�� 25 DEC - '/ /� . �� - - /J o CITY OF EDMONDS , W 24 F LOT 1 \ L f ►i /' �. END WOOD FENCE 0.4'(E) SHORT SUBDIVISION ' 13,760 SF �. :" OF PROPERTY LINE i CoCONC. �/_« o - --� 00513600002203' '' �I I - ALL ��I 26$ o i S-2002-59 N 1 11 ...✓ - d F 2s" PM = ' z 262 A.F.#200403105304 14 z / j ,2 I m C li 6� GRAVEL i 30 "x2 � � � i / � j CONC. BLOCK WALL 6' j ' Cli 50" T --264- 28" 2 i / / - - - _ - SHED i Ci C I ice. � I C 12 � � � � � � ; .`L6 " � DEC 30" ,.264 DEC 0.6 9,,'� 2 WOOD FENCE I ! WOOD FENCE '� I N 88'28'02"l� 157.00' I CONCRETE WALL -----------------------------i--------------------------------------------------------------- 10 END WALL 0.2'(S) I i---------------------------------------------------- i -- I OF PROPERTY LINE FOUND REBAR W/CAP STAMPED m i i 29539" 0.1 '(N) OF CORNER. WALL 0.1 '(S) AT CORNER. I FENCE 0.2'(S) AT CORNER LOT 1 ' I LOT 2 30 i PLAT OF i LOT 3 MEADOW CREST PLAT OF ; 1 LOT 4 VOL. 41, PGS. 7 8 ; MEADOW CREST PLAT OF j VOL. 41, PGS. 7-8 MEADOW CREST i PLAT OF I ; VOL. 41, PGS. 7 8 ; MEADOW CREST VOL. 41, PGS. 7-8 I \ I S ❑ S I - - - - - - - - - - - - - - - I I / ---------- ------------ FOUND CASED CONC. MON. W/--------- 2-1/2" BRASS DISK & PUNCH - DOWN 0.6'. VISITED 3-1-23 ---------(t--------------------------- --------------_-_-_-_-_ N 88'13'11" W 420.84' �78TH PL.S./--------------------------------------------------------_ NOTES I `� 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 OF RECORD. ' I %J. Pacific Coas LOT 12 i ���� WA.5, r� l 2.) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS; I S % LOT 11 LAND OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED O i PLAT OF i LOT 10 C x OR IMPLIED. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE CB RIM=249.41 MEADOW CREST i PLAT OF REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS, IE 12" CPP(N)=245.76 PLAT OF RESERVATIONS, AND OCCUPATION WHICH MAY ENCUMBER TITLE OR USE OF I IE 12" CPP(S)=245.76 VOL. 47, PGS. 7-8 MEADOW CREST o ,p 37536 0 �Gr M SUBJECT PROPERTY. I IE 12" CPP(E)=245.76 VOL. 47, PGS. 7-8 MEADOW CREST s TE j VOL. 47, PGS. 7-8 jCNAL LAB EQUIPMENT & PROCEDURES METHOD OF SURVEY - SURVEY PERFORMED BY FIELD TRAVERSE INSTRUMENTATION: LEICA TS16 ROBOTIC ELECTRONIC TOTAL STATION PRECISION: MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090 BASIS OF BEARING: THE MONUMENTED CENTERLINE OF 76TH AVE. W., AS THE BEARING OF N 01 *21 '02" E. LEGAL DESCRIPTION LOT 1, CITY OF EDMONDS SHORT SUBDIVISION FILE NUMBER 2-2002-59, RECORDED MARCH 24, 2003 UNDER RECORDING N0. 200303245003, AND CORRECTED BY RECORDING N0. 200403105304, BEING A PORTION OF LOT 22, MEADOWDALE SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 51, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. VERTICAL DATUM NAND 88 (NAND 88-3.67' = NGVD 29) FOUND CASED CONC. MON AT THE INTERSECTION OF 76TH AVE W. & 178TH PL. S.W. ELEV. = 247.33' PER GPS OBSERVATIONS SURVEY REFERENCES (R1) CITY OF EDMONDS SS2-2002-59 -A.F.#200403105304 (R2) PLAT OF MEADOWDALE SOUNDVIEW TRACTS - VOL. 11, PG. 51 LEGEND • SET 1/2" X 24" REBAR W/CAP STAMPED 'PCS 37536" O EXISTING REBAR W/CAP, AS NOTED }( SET NAIL AND WASHER STAMPED 'PCS 37536" X EXISTING NAIL AND WASHER AS NOTED OFOUND CONCRETE MONUMENT AS NOTED RIGHT OF WAY CENTERLINE ❑ CATCH BASIN Da WATER VALVE FIRE HYDRANT ® WATER METER N ICV IRRIGATION CONTROL VALVE ❑ TELEPHONE RISER Q SANITARY SEWER MANHOLE o MAILBOX q SIGN POST © POWER VAULT CONIFEROUS TREE UDECIDUOUS TREE F FIR C CEDAR BLD2022-1135 RES U B Aug 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: 1 " = 20' 0 20 40 17�