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HomeMy WebLinkAboutSurvey 208961 1 I I 1 I I I S57' '59"E 11 60.00' M)(R4)_ (R2) HELD , I 1 1 I ! Gpp1�p`L I S49'0132E_249.82 R7)�---�_ 563'24'05"E 124.?2'�T' - 50' OFFSET SPIRAL I I S26'37'03"W 24.34'(R1) L=24.14'(R1) I \ , III a=0.25(R1) 1 I i All 1 ' 1 1 , 1 I 1 1 , it 11 1 1 N I 1 1 Vi I 1 I 1 1 1 (R1) 1 I 1 1 CALLED 1 5� 15-13-21 C 5/8" IRON ROD I 5� -''�� z TL 1704 WNPC } i FOUND PK (R3) BEFORE: 1.69 ACRES I W/T' WASHER I HELD -NORTHWESTERLY OLD LINE AFTER: 1.87 ACRES I STAMPED "HWA" I 10 = N CORNER PARCEL 3, 711-21-000320.PLNG I HELD PP CORNER DOCUMENT N0. 2022-29761,1 OLD LINE EXHIBIT 5 ' 1 S61'18'58"'E 127.42'(I I Q I 10.94' S5T08'16"E 259.55'(R1) - - , f -r N R1)I z N57'16'58"W 148.72- 1 I VI ' 1 I I I N33'11'09"E L I / 11 ! LL J ` 9p 9p y' 12.37' - N57'09'S6"W / 239.98' U , iI ' I / ' I� I v I w i NEW LINE DOC. NO. 2017-52771 / / J io 711-21-000320-PLNG APPROX LU I N I PARKING EASEMENT / DOC. N 0. 91-23771 I 0 I� o 15-13-21C r �I w TL 1703 _ N BEFORE: 1.63 ACRES n AFTER: 1.05 ACRES r DOCUMENT NO. j DOC. No. I 2022-29762,EXHIBIT4 S61'18'58"E I _ 253-298 N o 1 & HELD w C)S58'39'02"E 184.58' n w I I I I NEW LINE OLD LINE I I o� 711-21-000321-PLNG 711_21-000321-PLNG z ice' I I I 1 DOC. N 0. 253-279 rn Z 15-13-21 C V I M I TL 1701 rnI m BEFORE: 0.62 ACRES a II AFTER: 1.21 ACRES I I i t DOC. NO. DOCUMENT NO. 1999-32347 I 2022-29762, EXHIBIT 5 M In, o I I I I DOC. NO. 344-177 '%�(R5) -y1-- __ --- N61'07'14 W 202.27'(M) 1 HELD - -- N61'0T14"W 196.45'(M)(R1) �(R6) S61'14'51"E 202.38'(R5) I i �-(R1) N61-07'14"W 196.52'(R8) HELD N62"10'30"W 202.38'(R6) HELD -SOUTHWESTERLY 1 I 1861 CORNER PARCEL 3, PP 1991-50 V , ,6 N61'07'14"W 29.61'(M) 30.07'(C) � N N , S61'07'14"E 29.92(R8) 3 I 1 I 1 I o NMI I I \v v'In� I 1 KR8) HELD CAP GONE S57'05'50"E 30.00'(M) ' i I I (R8) V HELD N59'25'02'"W 408.74'(M) __.---- _ --- S59'23'06"E 408.78"(RS) �(R81 Curve Table Curve Radius Length Chord Bearing Delta C1 5679.58 32.17 32.17 N29"18'47'E 01929' C2(R1) 5679.58 162.64 162.64 N28'19'53'E 1"3827" C3 5679.58 100.15 100.15 N29°58'49'E 1"00'37" C4 5679.58 130.66 130.66 N31*0841"E 1"19'OS" C5 195.00 70.99 70.60 N43"19'55'E 20`5129' C6(R1) 5679.58 132.32 132.32 N29°49'09"E 1'20'09' C7 5679.58 1 194.81 1 194.80 1 S28.29WW 1"57'55' PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882 RECORD OF SURVEY CITY OF REDMOND PROPERTY LINE ADJUSTMENTS 711-21-000320-PLNG & 711-21-000321-PLNG LOCATED IN THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 15 SOUTH, RANGE 13 EAST OF THE WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON AUGUST 2022 LEGEND • = FOUND PER NOTED RECORD O = SET 5/8" IRON ROD WITH CAP MARKED "SCE&S" (R1) = SURVEY BY DAVID WILLIAMS (CS16488) MONUMENT = 5/8" IRON ROD W/YPC MARKED "HWA" (R2) = PP 2001-16 BY JERRY STICHLER (CS14449) MONUMENT = 5/8- IRON ROD W/YPC MARKED "LS2527" (R3) = PROPERTY LINE ADJUSTMENT SURVEY BY DAVID WILLIAMS (CS12203) MONUMENT = 5/8" IRON ROD W/YPC MARKED "HWA" (R4) = PP 1991-50 BY GARY HICKMAN (CSO4499) MONUMENT = 5/8" IRON ROD W/YPC MARKED "HWA-1678" (R5) = PROPERTY LINE ADJUSTMENT SURVEY BY JERRY STICHLER (CS13248) MONUMENT = 5/8- IRON ROD W/YPC MARKED "LS2527" (R6) = SURVEY BY E. MANSFIELD (CS01282), MONUMENT=1/2" IRON ROD, NO CAP (R7) = PROPERTY LINE ADJUSTMENT SURVEY BY JERRY STICHLER (CS13663) MONUMENT = 5/8- IRON ROD W/YPC MARKED "LS2527" (R8) = REDMOND RETAIL PARK, PHASE 1 BY CHRIS YOTTER-BROWN (CS16874) MONUMENT = 5/8" IRON ROD W/YPC MARKED "AES" (R9) = PROPERTY LINE ADJUSTMENT SURVEY BY JERRY STICHLER (CS15237) MONUMENT = 5/8" IRON ROD W/YPC MARKED "LS2527" W/YPC= WITH YELLOW PLASTIC CAP (C) = CALCULATED (M) = MEASURED SURVEYOR'S NARRATIVE: THE PURPOSE OF THIS SURVEY WAS TO DETERMINE AND MONUMENT PROPERTY LINE ADJUSTMENTS TO THOSE PROPERTIES CONVEYED IN DOCUMENT NO. 2015-51173 (TL 1704), DOCUMENT NO. 2017-27790 (TL 1703), AND DOCUMENT NO. 2019-21379 (TL 1701), DESCHUTES COUNTY OFFICIAL RECORDS, AND AS APPROVED IN CITY OF REDMOND PLANNING FILES 711-21-000320-PLNG & 711-21-000321-PLNG. AND PER MY CLIENT'S DIRECTION. THE BASIS OF BEARINGS FOR THIS SURVEY IS A LINE BETWEEN RECORD MONUMENTS FOUND ON THE WESTERLY LINE, WITH THE BEARING TAKEN FROM THE CS16488 (R1). CORD MONUMENTS WERE FOUND AS CALLED FOR ON 16488 (R1), WITH THE EXCEPTION OF THE PK & WASHER, AT THE POSITIONS TED ON SAID SURVEY ON THE EASTERLY AND WESTERLY LINES OF THE SUBJECT PROPERTIES, LYING NORTHERLY AND SOUTHERLY OF - PROPERTY LINES TO BE ADJUSTED. -SE MONUMENTS WERE HELD TO ESTABLISH THE EASTERLY AND WESTERLY LINES, WITH ADJUSTED LINES ESTABLISHED AND NUMENTED AS NOTED. NUMENTS FOUND AND SET DURING THE COURSE OF THIS SURVEY ARE AS SHOWN ON THE SUBJOINED SURVEY MAP. SCALE.1 "=50' 0 50 SURVEYOR'S CERTIFICATE: I, DANIEL T. BURTON, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 2248 IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT I OR THOSE UNDER MY DIRECT SUPERVISION HAVE MADE A SURVEY OF THE LANDS SHOWN ON THIS PLAT OF SURVEY AND FURTHER CERTIFY THAT SAID LANDS WERE CORRECTLY SURVEYED ACCORDING TO STATE STATUTES AND THE RULES OF COMMON LAW. DESCHU M COUNTY SURVEYOR FM 22 ZZ BY: eOlhns CLIENT: CRAVEN W.O. # 9695-04 REGLSTERED PROFESSIONAL LAND SURVEYOR u- OREGON JANUARY 15.1987 DANIEL I. BURTON 2248 RENEWS 12/31/23 PLATE ONE OF ONE C$ 20896