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BOUNDARY AND TOPO SURVEY0 O N In N 1 0 1 z (10 z 0 0 Of 0 z w U J 0 M O fli CD N w � I � I ;n 0 1 VA CALC. LOCATION PER SNOHO. CO. DATA BASE FROM TIES TO SW SEC. COR. AND S 1/4 COR. HWY. CENTERLINE P.C. L-70+10.63 CALC.S 0.14' W OF LINE 1 �N (i) � o R=506.85' 277.22',n,j, 1 243 ' ° '"©FND 1/2" REBAR 1 2c�b W/CAP LS21364 1 R w 1 df ti� i O f co l o T� F, CB RIM 238.35 ° i IE 12' N 235.30 1 fE73 y, -3 1 1 \ 1 1 ( 1 co NNE \ 1 \ NI NUU,C)NI �'�D cp it L=1067.52' R=955.94' A=63'59'00" C. BEARING N 31'03'10" W CORD 1012.91' --�_ GRAPHIC SCALE 0 15 30 60 ( IN FEET ) I INCH = 30 FT. MH 12-298 IE = APPROX. 8.75' BELOW RIM EL V.V.7"F /1V1\LJ ` 266 L=177.46' \+.9 d \ R=835.94' A=12'09' 48" C. BEARING N 40'32'06" W CORD 177.13' FOUND SURFACE MON'S o � �s X �) = 1.9BELOW RI E 267.3 267„5 �O CB RIM 255.60 CB RIM 255.10 N 88'42'00" W 657.35' \� 1 0" rR n >< 36 _N 88'42'00" W 140.82''' N 88'39'00" 'W \ ` DEED CALC. POSITION PER MON.S IN PLAT OF BODINE NE COR. O' THE SW 1/4, NW 1/4, SW 1/4 I R=446°S4' A=31*32'11" C. BEARING N 60'39'09" W CORD 242.86' L=44.26' R=446.84' 0 = 5°40' 32" C. BEARING N 42'02'47" V! CORD 44.25' I / o 0 N i I I I� a\ U) o w w ww > �0 ¢ 0 �Lq Lo o m O d O I I j I z i i 1 SE COR. OF THE SW 1/4, NW 1/4, SW 1/4 3 it In o N O 2 o a MON. 'B" FOUND MON. 106TH AVE W & 228TH ST SW CALC. 0.08' N OF LINE 658.49' CALC. S 88'36'47" E 2631.03' MEAS. S 88'36'44" E 2631.03' CALC. GROUND SNOHO. DATA BASE FOUND 2" PIPE MON. IN CASE DVN 0.8' STA. L-80+77.02 PT N OTE: LAND SURVEYOR'S CERTIFICATE EQUIPMENT AND PROCEDURES REFERENCE SURVEYS SEE RECORDERS -AUDITORS FILE NUMBERS 201102105003, -/01110275004, PLAT OF PARADISE LANE VOL 21 PG 71, PLAT OF BODINE S;LU I IUN INULA S 25, T 27 N, R 3 E, W.M., SNOHOMISH COUNTY, WASHINGTON. LEGAL DESCRIPTION: APN: 27032500302600 ALL THAT PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, LYING NORTH OF FOUND 2" DOMED STATE ROAD NO. 1-W AND SOUTH OF COUNTY ROAD; BRASS DISK DWN 0.6' CALC. 0.20' WEST OF EXCEPT THE EAST 15 FEET THEREOF, AS MEASURED ON THE SOUTH LINE; SECTION 1 /64TH LINE EXCEPT THE WEST 262.90 FEET OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER, MEASURED ON THE NORTH LINE; \ AND EXCEPT THE FOLLOWING DESCRIBED TRACT: ` BEGINNING AT A POINT ON THE SOUTH LINE OF SAID SOUTHWEST QUARTER OF THE s NORTHWEST QUARTER OF THE SOUTHWEST QUARTER 15 FEET WEST OF THE SOUTHEAST CORNER THEREOF; THENCE NORTH 1° EAST 95.54 FEET TO THE SOUTHERLY LINE OF COUNTY ROAD; Ss. F THENCE NORTHWESTERLY ALONG THE SOUTHERLY LINE OF COUNTY ROAD 168.19 FEET; THENCE SOUTH 1° WEST 71.94 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF \ TRACT CONVEYED TO OTTO E. MARTEN AND WIFE, BY DEED UNDER RECORDING NO. 1029868; THENCE NORTH 88°32' WEST 260.05 FEET, MORE OR LESS, TO THE NORTHERLY LINE OF STATE ROAD 1-W; THENCE SOUTHEASTERLY ALONG THE NORTHERLY LINE OF SAID STATE ROAD 236.05 FEET, MORE OR LESS, TO POINT A ON THE SOUTH LINE OF SAID SUBDIVISION, 180 FEET WEST OF THE SOUTHEAST CORNER THEREOF; THENCE SOUTH 88°32' EAST 165 FEET TO THE TRUE POINT OF BEGINNING; 4� ALSO EXCEPT PORTION CONVEYED TO THE STATE OF WASHINGTON UNDER RECORDING NO. 2159660. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. MON. "A" 2" BRASS DISK W/X DWN 0.35' � 1 / Os 0o b.� XeNI'll 0$ t1 �l C, 5 MON. '8" FOUND MON. 106TH AVE W & 228TH ST SW CALC. 0.08' N OF LINE LEGEND 3" BRASS SURFACE MONUMENT p MONUMENT IN CASE • FOUND 1/2" REBAR WITH CAP LS xa FOUND BRASS TACK IN LEAD ® ELECTRIC METER / VAULT Q FIRE HYDRANT 13 GAS METER ID GAS VALVE C GUY ANCHOR HOSE BIB ' LIGHT ® MAIL BOX 0 MONITOR WELL El STORM CATCH BASIN -0- UTILITY POLE �x UTILITY POLE WITH LIGHT & DROP pd VALVE ® WATER METER ASPH ASPHALT CALC CALCULATED DW DRIVEWAY F.C. FLOW CONTROL PIPE G GAS IE INVERT ELEVATION MEAS. MEASURED SD STORM DRAIN W WATER DECIDUOUS OR ORNAMENTAL. EVERGREEN TREE ° TRUE EXTENT OF CANOPY NOT SHOWN CONIFEROUS TREE x TRUE EXTENT OF CANOPY NOT SHOWN 200.0 SPOT ELEVATION IS LOCATED AT THE DECIMAL POINT OF ELEVATION UNLESS NOTED WITH LEADER OR X BUILDING LINE �- CHAINLINK FENCE —;�- WOOD FENCE LY REPRESENTS A SURVEY MADE BY ME OR UNDER MY ALL MEASUREMENTS WERE MADE WITH AN LEICA T-16 ELECTRONIC TOTAL STATION WITH A ONE VOL 35 PG 69 & 70, AND W.S.D.O.T. SR 104 MP 24.45 TO MP 25.81 EDMONDS FERRY RECEIVED SECOND HORIZONTAL AND VERTICAL DISPLAY AND MANUFACTURES STANDARD POINTING DEVIATION TERMINAL TO 5T-i AVE. THIS MAP CORRECTFOUND REBAR LS 21364 N 0.36' & W 1.0' OF CALL. CORNER DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING OF FIVE SECONDS AND AN ELECTRONIC DISTANCE MEASUREMENT DEVICE WITH A STANDARD O AT THE REQUEST OF ROB MICHAEL IN AUGUEST, 2018. ATION CF 3MMt 3PPM, AND CHC X900 RTK GPS. UNDERGROUND UTILITIES: APPLICA T COPY JAN 08 25"'3 ACT DEVI © FOUND REBAR LS 21364 N 0.37' & E 3.13' OF CALC. CORNER FIELD TRAVERSE METHOD IN COMPLIANCE WITH W.A.C. 332-130-090 2 ^^��--77 O��I� OFEDMO�NT �c� SEWER CITY OF 1 DMONDS 425-771-0220 © FOUND 1/2" PIPE N 0.39' & E 0.68' OF CALC. CORNER (3 uDz c)Icl • obas-/tDoZ. r" ALL POINTS INDICATED FOUND WERE VISITED IN 9-2017 UNLESS OTHERWISE NOTED. OLYMIPIC VIEW %ATER 425-774-7769 GU CERTIFICATE N0. 29539 DESIGNED BY RG GENERAL NOTES F REVISIONS DRAWN BY o vIn HORIZONTAL DATUM: (BASIS OF BEARINGS) S 88°36'47" E ALONG THE SOUTH LINE OF THE Z SOUTH WEST 1/4 SECTION 25 TOWNSHIP 27 NORTH, RANGE 3 EAST. MEASURED WITH GFS O DATE PRINTED R.T.K. 0� 29539 �F S G/STER �- 9/14/2018 1:25:36 PM VERTICAL DATUM: NAVD 1988 PER ON SITE OPUS SOLUTION. 6N SJ SCALE 1 " = 20' SAL LANO '�°c --------L F.B. No. DATA—C JOB NO. BOUNDARY AND TOPOGRAPHIC SURVEY 2018.40 GREENE LAND SURVEYING of DRAWING NO. 7408 164THST SDI 546 PARADISE LANE, EDMONDS, WA 98020 tnvlvnoon, Ord. 98087 18 — 40 P A R A FOR PARADISE HEIGHTS HLD LLC SHEET OF PHONE (206) 498-0979 1 1