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BLD2021-1694+Survey+12.14.2021_4.59.13_PM+25730854 1=ORTION Or- THE SL 1/4 Or- THE SL 1/4 OF SECTION 7, TOWNSHIP 27 NORTH, R4NCxM 4 E4ST, LJ.1" 1. IS5MH LOT 36 SITE BENCHMARK g RIM=109.07 MAG NAIL CTR CH=101.75 EL=111.06 FOUND REBAR & CAP / \ _ "L5A 22969" W _ (05/2019) ; J 0 3 `" \ IJ �} L07 �� 9 � z� TALBOT PARK \ \ 30 15 0 30 FOUND MONUMENT IN CASE j can -' VOL, 12, PG, 107 SCALE: 1"=30' CONC MON W/2" BRASS DOME "X" 0 00 I C)+/- 0.6' BELOW SURF& ACE ® 1 HELD FOR POSITION VISITED 05/2019 06 FOUND REBAR/CAP \p "RMA LS 4561" h',o� .1' W OF CALC CB T-1 RIM=121.98 __ SD — IE=119.77 (8" CONC E) CB T-1 RIM=122.55 IE=120.95 (S" PVC W) L=360.99' R=808.03' A=25°34'18" LOT 37 38-02 Cl "178TH PL 5W, SCHOOL BUS STOP AHEAD" LOT 38 55MH ' RIM=134.93 CTR CH=126.01 IN 5, OUT N ::c, , i Cn 25' ::E I 0 o; T/ C8 T-1 RIM=121.40 IE=118.69 (12" CONC N) o IE=118.90 (S" CONC W) N IE=11S.S0 (8" CONC 5) 1 ZE 1 "17717" CA [1POWER VLT P 14"-C zc 0 I9"-F � I 26 12 C W X L �' 8"-C 1 Q �O� r � 25 �. 0' �o J (Y a o o 56"-M ® 1 � ® 0 44"-M _ ANCHOR cn 0 .5' 1m a" ` I` `,/ �h I11I • FOUND REBAR 0.2' N 14"-C 172. DECK HOUSE FF=136.79' PEAK=152.52' GARAGE RR TIE PEAK=151.79 \ FF=135.31 I,38 172.22' S" DE RAILROAD _ TIE (RRT) STAIRS �36 x Co® �60 \ F RE ,SITE 188TH ST SW \/ICINIT`1' 1"I41= ECG EN D SCALE: 1" = 2,000' ® FOUND MONUMENT AS NOTED DECIDUOUS -DEC — 0 FOUND IRON PIPE OR REBAR AND CAP AS NOTED ®� MAPLE -M ® WATER METER >< WATER VALVE BIRCH -8 ® POWER METER FIR -,RRT STAIRS 40" FIR I 10"-C 14"-C w o � o 0"-C o z LINK ON LINE 56"-C LOT 47 0 0 a TA I B O7 PARK � o VOL, 12, PG. 107 r m r o _u m { Z o © o II I U' SURVEY NOTES cn £ p FIELD SURVEY DATE: SEPTEMBER 25, 2020 o� EQUIPMENT: 3" OR LE55 TOTAL STATION AND/OR GN55 NETWORK ROVER rn o o METHOD: FIELD TRAVERSE AND/OR WA5HINGTON STATE REFERENCE NETWORK GN55 THE CLOSURES OF THI5 FIELD TRAVERSE CONDUCTED DURING THI5 1 SURVEY MEET OR EXCEED THE MINIMUM CLOSURE STANDARDS STATED IN WAC 332-130-090. 4. 3 THE INFORMATION SHOWN ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE INDICATED DATE AND CAN ONLY BE CONSIDERED AS THE GENERAL EXISTING CONDITION AT THAT TIME. FOUND MONUMENT IN CASE 1-3/4" IRON PIPE W/LEAD PLUG & TACK NO EASEMENTS, RESTRICTIONS OR RESERVATION OF RECORD WHICH WOULD NEAR POINT OF CURVATURE. HELD FOR ALIGNMENT BE DISCLOSED BY A TITLE REPORT ARE SHOWN. - VISITED 05/2019 SITE D,4T,4 SITE ADDRF-55: TALBOT RD, SUR\/EY REFERENCES TAX PARCEL NUMBER: 0 51944 0004700 EDMONDS, WA 95026 GR055 SITE AREA: 20,139 5F (0.46 ACRES) L5A- RECORD OF SURVEY AFN 201004135005 TALBOT PARK, VOL. 12, PG• 107, AFN 005320, DATED JULY, 1948 MOUNT BAKER 5EAVUE ESTATES VOL 32, PG 69-70, SURF4CE NOTES DATED FEBRUARY, 1971 THI5 SURFACE 15 DERIVED FROM AN ACTUAL SURVEY ON THE GROUND. RECORD OF SURVEY AFN 0902275002 RECORD OF SURVEY AFN L3511045001 CONTOURS ARE SHOWN AT 2' INTERVALS. VI5TA DEL MAR, AFN 200010195002 VERTICAL ACCURACY 15 PER UNITED STATES NATIONAL MAP ACCURACY STANDARDS. FOUND REBAR/CAP "EMERALD L5 30501" 0.4' N X 0.2' W LOT 48 - 100.0' — 6' WOOD FENCE 0.6' 1- FOUND REBAR NO CAP DRIP LINE (TYP.) 0 POWER JUNCTION BOX ® CEDAR -C OR REDWOOD -R E LUMINAIRE ` FIR 0 TELEPHONE RISER FRUIT -F c-Q, UTILITY POLE VINE MAPLE -VM G__ UTILITY POLE WITH LIGHT ® MAILBOX SIGN ASPHALT GATE P05T ' < 0 TYPE I CATCH BASIN CONCRETE O SANITARY SEWER MANHOLE ' X FENCE (TYPE NOTED) GRAVEL G GA5 5D STORM DRAIN W WATER OHP OVERHEAD UTILITIES P UNDERGROUND POWER 55 SANITARY SEWER T TELEPHONE LINE LIT I L I TY NOTES BASIS FOR UTILITY LINES SHOWN: FIELD OBSERVATIONS & A5-BUILT MAPS IN PROVIDING THI5 SURVEY, NO ATTEMPT HAS BEEN MADE TO OBTAIN OR SHOW DATA CONCERNING CONDITION OR CAPACITY OF ANY UTILITY EXISTING ON THI5 SITE, WHETHER PRIVATE, MUNICIPAL OR PUBLIC OWNED. UTILITIES OTHER THAN TH05E SHOWN MAY EXI5T ON THE SITE, UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF PUBLIC RECORDS AND VISIBLE FIELD EVIDENCE. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBLIC RECORDS. UNDERGROUND UTILITY LOCATIONS ARE ONLY APPROXIMATE. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN VISIBLE SURFACE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. FIELD VERIFICATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR EXAMINED OR CONSIDERED AS PART OF THI5 SURVEY. NO EVIDENCE OR STATEMENT I5 MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONDITIONS, CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS PROPERTY. LEG4L DESCR I FT I ON PER STATUTORY WARRANTY DEED AFN 201301030761: LOT 47, EXCEPT THE SOUTH 103.00 FEET AND EXCEPT THE EAST 100.00 FEET, AND EXCEPT THE WESTERLY 5 FEET THEREOF CONVEYED TO THE CITY OF EDMONDS BY DEED RECORDED UNDER RECORDING NO. 2234474; TOGETHER WITH LOT 40, EXCEPT THE EAST 100 FEET, AND EXCEPT THE NORTHERLY 20.00 FEET, AL50 EXCEPT THE WESTERLY 5 FEET CONVEYED TO THE CITY OF EDMONDS BY DEED RECORDED UNDER RECORDING NO. 2234474; ALL IN TALBOT PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 107, RECORDS OF 5NOHOM15H COUNTY, WA5HINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WA5HINGTON. EY C. _ A 6y Wash, l 38014 . r0NAi ..L ASP I LLG 5205 S 2ND 4vE, SUITE 4 EVERETT, WA 98203 (425) 252-1664 D4 % I NAVD 00 5ENCHm4R< SET MAG NAIL ON WEST SIDE OF TALBOT ROAD 1 FOOT EAST OF WEST EDGE OF PAVEMENT, APPROXIMATELY 15 FEET SOUTH OF DRIVEWAY TO HOUSE NUMBER 17 ELEV. = 111.07" 54SIS Or- 5E4RINCA; N05°29'21"W BETWEEN SURVEY MONUMENTS FOUND ALONG TALBOT ROAD AS SHOWN PER REFERENCED RECORD OF SURVEY AFN 201004135005. EXISTING CONDITIONS M04f= PREP: 10-7-2020 FOR REV: SE4N DREW AJM 5W 1/4, 5W 1/4 OF SECTION 7, TOWNSHIP 27 NORTH, RANGE 04 EAST, W.M. HCP GITY Or EDMONDS 1 of 1 SNOHOMISH COUNTY, WAS E I V E Dec 20 2021 20-291 BLD2021-1694 DEVE OPMENT DEPARTMENRVICES