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BLD2023-1362+SURVEY+10.27.2023_12.41.31_PM+386625825 30 FND 4'X4" CONC MON IN CASE W/ 2" BRASS DISC W/ PUNCH, DN. 0.75' SNO. CO. CTRL PT ID 18590 N 292715.7599 36 31 E 1266136.9390 O N STORMWATER ACCESS EASEMENT AFN 201612220171 STORM WATER ACCESS EASEMENT TPN 00555300101000 AFN 201411200175 ------� Ir--------------- V 0 DISTRIBUTION EASEMENT AFN 201507290623 rn I N I Lq W N10 z m d- o L6 Z ¢ N J m 00 3 v b 0 z I TPN 00555300100901 I Lo 00 CNI Lo Lqcc cc o z 10' DRAINAGE 177' no i N 88'-- 18" W _----- N 8854'18" W - 30.01' ------ = — 177.08'— — — — T — — — V I I TPN 00555300100801 I I I I00 O� I � I I Oc FND 4'X4" CONC MON IN CASE W/ BRASS (z) ^ NAIL, (i In DN. 1.00' <t- � W j SNO. CO. CTRL PT ID 18551 C/-) N 290070.1579 L J E 1266163.7270 0 06 5' 0 N 88'54'18" W 107.90' 999 '18" W 49.02' I., F 8 0 Lq 1,186 SF N N 89'25'12" E I 48.99' PARTY WALL IS ON PROPERTY LINE 7 `� 1,399 SF ca `" o BLDG LINE N 89'25'12" E 48.99' 0 BLDG LINE 6 Z 1,396 SF N \ •ems. ��. \ \ boa \ \ Ly \\ o \ �� \ � 232ND PL SW oo\ s � - —-------------- ( \ 61.90' — i � s o) N 88'54'18" W \ / N 23.31' \'r'A \ �sr6 \\ \ F I SIDEWALK ACCESS EASEMENT A 0 . FN 201411200174 U o W \sr N Q N � W oQ) Q o z 983 SF `N WATER UTILITY EASEMENT \ Fs 10 \/ \ Lor � W1, o016 SF 00 2.51 31.00' \ \ \ \ \ PARTY WALL IS ON N 88'S4'18" 0 33.51' \ 999 PROPERTY LINE 15' BSBL \\ \ ACCESS EXISTING PARCEL ELECTRICAL EASEMENT \ \ (PRIVATE) TPN 00555.5001 G0902 AFN 201512230283 \\ \ 8,351 SF 19,958 SF \ PARTY WALL IS ON PROPERTY LINE 48.99' PARTY WALL IS ON PROPERTY LINE 5 N 4 0 1,655 SF 914 SF Co m 49. 02' -' 1 1 24.01 ' TPN 00555300100300 CURVE TABLE CURVE LENGTH RADIUS DELTA ANGLE Cl 101.14 914.93 6*20'01 " C2 32.00 20.00 91'40'30" C3 30.83 20.00 88'19'30" LEGEND EQUIPMENT & PROCEDURES X SET TACK IN LEAD METHOD OF SURVEY. BOUNDARY LINE SURVEY PERFORMED BY FIELD TRAVERSEAND REAL TIME KINEMATIC }� SET NAIL AND WASHER STAMPED 'PCS 37536" GPS POSITIONING UTILIZING THE HXGN SMARTNET NETWORK LOT LINE • SET 1/2" X 24" REBAR & CAP STAMPED "L.S. 37536" INSTRUMENTATION. o FOUND REBAR &CAP (AS NOTED) WA RIGHT OF Y CENTERLINE LEICA TS16 ROBOTIC ELECTRONIC TOTAL STATION AND LEICA GS16 — — — — — — — GPS. ALL EQUIPMENT HAS BEEN MAINTAINED IN ADJUSTMENT TO ® SET CASED CONC. MON. STAMPED 'PCS - 37536" RIGHT OF WAY MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY — UTILITY EASEMENT WAC 332-130-100 O FOUND CASED CONC. MON. (AS NOTED) BUILDING SETBACK LINE PRECISION. MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-080 RIGHT OF WAY CENTERLINE BUILDING LINE THROUGH 332-130-110 (R) RADIAL BEARING BASIS OF BEARING. THE MONUMENTED WEST LINE OF SECTION 31 BETWEEN THE NW CORNER AND WEST 1/4 CORNER AS THE BEARING OF N 00'34'48" W, PER WSDOT COORDINATES AS SHOWN ON DATA SHEETS 18551 © AND 18590. 22.21 \ \N 8854'18" W 63.10' \ 2.90' 25.00' ' 25.00' 10.20' 2 �3 \ \ WATER UTILITY EASEMENT \ �0 4 PARTY WALL DRAINAGE W IS ON EASEMENT PROPERTY do o Idol W �o0 LINE 4 \ \\ J O 1 z 1,100 SF o I o I 1,100 SF 858 SF Lu JQl z z \ \ — - o 999 — 9' o \ 25.00' 25.00' 22.00' z 32.16' \ ----- - ---- \ N 88'54'18" W 199.39' \--- ----------- DRAINAGE EASEMENT \\ \ \ SCALE. 1" = 20' 0 20 40 US SURVEY FOOT SURVEY REFERENCES RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (R1) PLAT OF RIDGE ACRES VOL. 9, PG. 97 (R2) SNOHOMISH COUNTY RECORD OF SURVEY AFN 201301315002 A. F. NO. BLD2023-1362