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BLD2023-1371+SURVEY+10.27.2023_1.13.47_PM+386641125 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 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 o to 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 \ / N23.31' \'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" 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 �o LINE 4 00 \ \\ J O 1 z 1,100 SF o I o I 1,100 SF o 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 \\ \ \ Oc FND 4'X4" CONC MON IN CASE W/ BRASS � , NAIL, DN. 1.00' RECEIVE <t- � W j SNO. CO. CTRL PT ID 18551 Oct 30 2023 C/-) N 290070.1579 CITY OF EDMONDS L J E 1266163.7270 DEVELOPMENT SERVICES SURVEY REFERENCES DEPARTMENT 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. SCALE. 1" = 20' 0 20 40 US SURVEY FOOT (R1) PLAT OF RIDGE ACRES VOL. 9, PG. 97 (R2) SNOHOMISH COUNTY RECORD OF SURVEY AFN 201301315002 A. F. NO. BLD2023-1371