HomeMy WebLinkAboutSurvey 21328BOUNDARY SURVEY FOR LOT 3, BLOCK 159, SECOND ADDITION TO BEND PARK LOCATED IN THE NW 1 /4 OF THE SE 1 /4 OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OREGON SURVEYOR'S NARRATIVE: WE WERE HIRED BY KALEN DEVELOPMENT TO SET THE OUTER PROPERTY CORNERS FOR LOT 3, BLOCK 159 BEND PARK SECOND ADDITION. FOR THE NORTH LINE WE HELD A LINE FROM MONUMENT 3 TO MONUMENT 2. MONUMENT 1 WAS HELD FOR EAST -WEST BUT THE RIGHT OF WAY WAS 0.35 FEET NORTH OF THE FOUND CORNER. FROM THIS CORNER AT MONUMENT 1 TO MONUMENT 3, WE PROPORTION THE LENGTHS AT 49.95 FEET. A LINE FROM MONUMENT 3 TO MONUMENT 11 WAS HELD FOR THE WEST LINES OF LOT 5 BLOCK 159 AND LOT 16 OF BLOCK 159 AND WAS PROPORTIONED TO ESTABLISH THE SOUTHWEST CORNER OF LOT 5 BLOCK 159. FROM THE CALCULATED SOUTHWEST CORNER OF LOT 5 TO MONUMENT 4 WE PROPORTIONED THE SOUTH LINES OF LOT 1, 2, ,3, 4, AND 5 AT 50.09 FEET. BASIS OF BEARING: BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM SW MCKINLEY AVENUE THE ORGN BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH SP80 SPECTRA PRECISION GPS. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE DESCHUTES 13 TRANSFORMATION USES A MOLODENKSY TRANSFORMATION. o THE COCS VERTICAL DATUM IS NGVD 29. 00 EX. WIRE FENCE o 3 2 LEGEND _x N89 53 51 W 99.91 -. -X x O - N89_53_51 W 100.28 -. • FOUND MONUMENT AS NOTED _ _ f 49.95'- 49.95' EAST 50 (R1,R2) EAST 50 (R1,R2) N89°53'51 "W 49.95-* O Lx 50.14' -�- 50.14' EAST 50 (R1,R2) EAST 50 (R1,R2) j 0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED "TYE NOTED OTHERWISE I I EAST 50'(R1,R2) ENGINEERING." UNLESS I 0.15' I I I (R1) BEND PARK SECOND ADDITION , BY ROBERT B. GOULD, I I ( PLS 00632, APPROVED 3/6/1913, CS05642 ^ ( LOT 4 AND 5, BLOCK 159, o I I O ~ (R2) BEND PARK SECOND ADDITION BLOCK 159 LOTS 3-59 o SECOND ADDITION TO BEND PARK I N W BY JOHN H. EATON, PLS 00252, FILED 6 12 1984, / / N I ck�N = .-. N I P5 CS05687 Sri U-j = I N I � Ln w . N LOT 1 AND 2, BLOCK 159, SECOND ADDITION TO BEND PARK ,r, W (R3) BEND PARK SECOND ADDITION BLOCK 159 LOTS 19 & _ o N .� _ ' o J J 20, BY RAYMOND E. OMAN, PLS 00702, FILED z I '� N I I ON ( z N _ I 5/18/1993, CS11467 zo LOT 3, = I o (R4) LOT 16 AND 17, BLOCK 159, SECOND ADDITION TO BEND o BLOCK 159, o I p PARK, BY JAMES D. PERRY, PLS 02407, FILED 8/9/2021, z SECOND o z I � CS20580 I ADDITION o I z I (D1) WARRANTY DEED 2024-11930, 5-13-2024 TO BEND PARK I I I ® LOCATION NUMBER N I 0.39' S89 55 28 EI 100.18 7 EAST 50'(R1,R2) EAST 50'(R1,R2) i EAST 50'(R1,R2) �- O .� cv , - _ .-589°55'28"E 50.09' -. S89055'28"E 100.19' _ -: k. MON. MONUMENT DESCRIPTION N00°09'57"W 14.86' 1�-15.00' 8 15.00' C° N � I NORTH 1 s (R1) ALLEY 157- X X ° NORTH 15'(R1) N 89_52 11 W 150. 22 1 1 /2" REBAR NO CAP(R2) 0.35' SOUTH OF ACCEPTED ROW F- o o _ _ _ _ -�- S89059'36"W 100.26' 'j _ _ +i 2 2" IRON PIPE, NO CAP „ SCALE: 1 =30 0 z ° EAST 100.17'(R4) 5 O EAST 50 (R1) EAST 50 (R1) I EAST 50 (R1) 3 " " " 1 /2 REBAR YPC MARKED LS 252 (R2) o EAST 50'(R1) EAST 50'(R1) ' ( I EX. WOOD FENCE M , EAST 100 (R3) M 4 5/8" REBAR YPC MARKED "OMAN PLS702" R3 / ( ) Iaf Of I 60.00' I oo I o 5 5/8" REBAR WITH YPC MARKED "BAXTER SURVEYING"(R4) I I I ROW I � 6 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING" I of N LOT PART 19, AND 20, _ � .-. of of BLOCK 159, rn 7 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING" o o= SECOND ADDITION o o I N L6 ! d N TO BEND PARK N M $ 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING" i� LOT 16 AND 17, Ln = EAST 1 00(R3) 9 5 8" REBAR, NO CAP R3 / ( ) _ = BLOCK 159, N Qf W SECOND W d- I z o o Lo I LOT 18, BLOCK 159, I w � 10 " " " 5/8 REBAR WITH YPC MARKED BAXTER SURVEYING --NOT HELD(R4) o o ADDITION z z TO BEND PARK z o I z SECOND ( � I o 11 5/8" REBAR WITH YPC MARKED "BAXTER SURVEYING"(R4) ADDITION I ° TO BEND z I o PARK LOT PART 19, AND 20, � z o BLOCK 159, o Sri SECOND ADDITION Lri l I TO BEND PARK cfl ERED RJES I I I ONAL I I I o I o A R VE YO R N 1 0 EAST 50'(R1) ( EAST 50'(R1) EAST 50'(R1,R2) WEST 100'(R3) EAST 50'(R1) I EAST 50'(R1) J WA 11 O _ _• •� - - - �• N89057'32"W 100.38' N89057'32"W 150.18' 9 O May 2G02o 0 EAST 100.17 (R4) 10 DIRK P. DURYEE 65694PLS N00°04'55"E 1.95' SW CLEVELAND AVENUE RENEWS: 12/31/25 NORTH 2.0'(R4) R N cw co I CS 2 1 3 2 8 - 3264 - McKinley Ave Topo-4-29-24.dwg