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Home My WebLink AboutSurvey 20653PARCEL 3 4+ 182.436 P.S. (R3, D3) PARCEL 2 P A R T I T 1 0 N P L A T 15.300m (50.20') Rt. No. 1 9 9 0 - 3 (M,R3,D3) 105.,E p p Wl 3/4" IRON PIPE TH "POVEY N89'21 '17"E 519.46 (D2) S89'35'21 "W 514.88 (R4) SEE NARRATIVE .R� & ASSOC" YPC (R4) (HELD) S89 55'31 "E 513.57 (R1) `� ` 4+ 182 ,36 P. S: FD. 5/8" IRON ROD i N89'35'30"E 508.08 (M) ►� i �� (R3 (l-/�'� ^ DA TE. 0811012021 N11 '2325 "E 3. 53 (NOT HELD) SCALE. 1" = 80' _ _ 'r3 i `\ �\ 216.44 T30.11 �30.1 231.42 i �\\ 1O4f00 4f200 �R3j LOT 48 1 1 1 i1 LOT 49 1 1 3 i L01 4 L01 .3 CURVE TABLE CURVE DELTA LENGTH RADIUS CHORD Cl(M) 2 24'50" 484.70 11504.16 S06 43'35"E 484.66 Cl R1 2 24'42" 484.24 11504.16 -- Cl R3 2'24'51 " 484.72 11504.16 S07'12'10"W 484.69 C2 M 0 21 '52" 73.18 11504.16 S05 42'06 "W 73.18 C2 D1 0 21'52" 73.18 11504.16 S05 52'00"W 73.18 C3 M 2 02'58" 411.52 11504.16 S06 54'31 "W 411.50 C4 M 263534" 78.90 170.00 S23'2943"W 78.20 C5 M 32'20'52" 129.85 230.00 N20'37'04"E 12& 13 C6 M 29'21'34" 117.86 230.00 S22'06'43"W 116.57 C7 M 32'20'52" 95.98 170.00 N2037'04"E 94.71 CB M 28-11 '11 " 9& 39 200.00 S22'41 '55"W 9 7. 40 C9 M 32 20'52" 1 112.91 200.00 N2037'04"E 111.42 N w a 0 0 w w z a -1 63, 819 SF w i 30' 1 -� 67,945 SF c� 1 cV 1 103f 00 (1.47 AC) ,� 1 ,30' 1 (1.56 AC) i o e LOT 50 LU 1 �' -1 0 LOT51 �1 f 02fo0 i 1 1 i 4+280.000 P.O.S. (R3, D3) 19.000m (62.34) Rt. (R3,D3) 1 i 1 f LOT 52 . " N89 34 58 E 196 18 (M) N 853039 "W 0) ' ' 21 rn� 00 - - - 1.30 "101-/-p p N8934 58 E 229.27 (M) _ '� WITNESS CORNER; 4+300 '`� ► i 0 o N W TEAK AVENUE 1 2.00 S893458"W - �3 1 ^ ;� " oo FROM TRUE CORNER 1 � Z o^ 5/8 IRON ROD WITH ILLEG. ' _ _ _ - - - - - 1 =� Z 1-1/2" ALUMINUM CAP, N8934'58"E 192.25 (M) i N 1 4+320.000 P.O.S. (R3,D3) 00 «� cn WITNESS CORNER, 4.95 z 1 22.352m (73.33) Rt. (R3, D3) 1 S89 34 58 W FROM TRUE CORNER WITNESS CORNER; -� -� LOT 53 1.00 N89'3458"E 1 �� 1O0f00 o FROM TRUE CORNER '�� " ERW P.�C (R3) R 4+332.436 LOT 54 I g '� 1 �u �3 $s -i o 0)� 30' 30' 1 1 0 o f cn 1 U cfl W 04 LOT 55 1 to �O1 1 �\ �- 0 0 o O 1 -� i PT - 98f94 �39 cn 2 Z o o N I d- 1 (R1, R5) v� I LOT 56 i 1 N ► 1 O 1 - - - i LOT 1 i '' 98foo -. 97,488 SF W � 1 R3) LOT 57 �.� (2.24 AC) i i 1 44.q.00 I�� 1 LOT - - i 1 1 1 135,413 SF = 1 (3.11 AC) ; 1 Q� LOT 58 1 1 ' 97f 00 Q- 0 LOT 59 n f - - 1 LOT 60 I V Vh 1 196-1-00 s � i 1 = I � 1 \� LOT 61 SPIRAL DATA (R3) (METRIC) R=350.000m TA=5634'06" Ts = 264.655m 2 - 150.000m SPIRALS S = 12'16'40" JUNIPER CANYON LIVING Tax Lot 200 of Tax Map 151304AB Located in the NE1/4 Sec. 4, T. >SS., R. 13E., W. M., � City of Redmond, Deschutes County, Oregon 0 City of Redmond File No. 71 >-20-00004f-SUB w SURVEYOR'S NARRA 17VE THE PURPOSE OF THIS PLAT IS TO SUBDIVIDE THE PROPERTY DESCRIBED IN DEED 2020-33098 OF DESCHUTES COUNTY OFFICIAL RECORDS, BEING TAX LOT 200 OF TAX MAP 151304AB. i FOUND AND HELD MONUMENTS AT THE NORTHWEST AND SOUTHWEST CORNERS OF SAID PROPERTY, AND HELD THIS LINE AS MY BASIS OF BEARINGS PER THE PLAT OF PINE TREE #4E4DOWS PHASE 2 (P). I HELD ALL ODOT MONUMENTS FOUND ALONG THE WESTERLY R/W OF THE DALLES-CALIFORNIA HIGHWAY AND OFFRAMP AS SHOWN. THE THREE NORTHERLY ODOT MONUMENTS CREATE THE LIMITS OF WESTERLY R/W BASED ON THE WARRANTY DEED RECORDED AS 2005-8500 OF DESCHUTES COUNTY OFFICIAL RECORDS MY MEASURED DISTANCE FROM THE NORTHERLY ODOT POINT TO THE SOUTHERLY ODOT POINT ON SPRUCE AVENUE MATCHED ODOT RECORD DISTANCE, INVERSING BETWEEN COORDINATE VALUES, TO 0.02' (1062.91' MEASURED, 1062.93' RECORD) I CALCULATED RECORD BEARINGS AND DISTANCES BETWEEN THESE MONUMENTS USING COORDINATES LISTED ON ODOT METRIC SURVEYS BY PAT MARQUIS (R3) AND JULES WETZEL (R5), AND ROTATED TO MATCH MY BASIS OF BEARINGS I SHOW ONLY RECORD STATIONING AND CENTERLINE OFFSETS FOR THESE MONUMENTS, BUT SHOW MEASURED BEARING AND DISTANCES BETWEEN THEM TO COMPARE WITH RECORD BEARINGS AND DISTANCES BASED ON COORDINATES. i ALSO USED RECORD COORDINATES FROM SURVEYS (R3) AND (R5) TO ESTABLISH THE LOCATION OF THE MISSING CURVE POINT SET BY LYNN BRUNO IN (R1) ALONG THE WESTERLY R/W. THIS POINT IS SET AT 45 FEET OFF OF A CENTERLINE ALIGNMENT CALLED "EXTG.q" IN (R5), PER THE WARRANTY DEED RECORDED DECEMBER 14, 1989 IN BOOK 198, PAGE 2023 OF DESCHUTES COUNTY RECORDS. I HELD RECORD RADIUS FROM THIS POINT TO THE ODOT MONUMENT AT THE CENTERLINE OF SPRUCE AVENUE TO ESTABLISH THE REMAINDER OF THE HIGHWAY OFFRAMP R/W. I HELD A LINE THROUGH THE MONUMENT AT THE SOUTHWEST CORNER OF SAID 2020-33098 PROPERTY AND 30 FEET NORTHERLY FROM THE ODOT MONUMENT AT THE CENTERLINE OF SPRUCE AVENUE TO ESTABLISH THE NORTH R/W OF SPRUCE AVENUE I HELD RECORD DISTANCE OF 355.00 FEET ALONG THIS LINE AND RECORD CURVE DISTANCE OF 73.18 ALONG THE WESTERLY R/W OF THE HIGHWAY OFFRAMP, PER DEED OF DEDICATION No. 2004-62619 (D1) TO ESTABLISH THE ANGLE POINTS ALONG THE SOUTHEASTERLY CORNER OF THIS PROPERTY. I HELD A LINE FROM THE MONUMENT AT THE NORTHWEST CORNER OF SAID 2020-33098 PROPERTY AND THE ROTATED COORDINATES OF POINT f1209 FROM WETZEL'S (R5) SURVEY TO ESTABLISH MY NORTH LINE, AND INTERSECTED THIS LINE WITH A LINE BETWEEN THE FOUND ODOT MONUMENTS ON EACH SIDE TO ESTABLISH THE NORTHEAST CORNER OF SAID 2020-33098 PROPERTY. RECORD DATA SHOWN ALONG THIS NORTH LINE TERMINATES AT DIFFERENT LOCATIONS AT THE EAST END DUE TO DIFFERENT HIGHWAY R/W WIDTHS, NOT ACCOUNTING FOR DEED 2005-8500. 1 SEARCHED FOR BUT DIDN'T FIND ANY MONUMENTS SHOWN NEAR THE NORTHEAST CORNER PER PARTITION PLAT 1990-3 (R4). LEGEND • FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP (YPC) STAMPED "ODOT R/W" UNLESS NOTED OTHERWISE v 0 FOUND 518" IRON ROD WITH "BAXTER SURVEYING" YPC o O SET 518" IRON ROD WITH "BAXTER SURVEYING" YPC Z j SET 518" IRON ROD WITH "BAXTER SURVEYING" YPC PER POST-MON NOT (SEE SHEET 1) v (M) MEASURED BEARING & DISTANCE (WHERE APPLICABLE, DIMENSIONS MATCH MY = RECORD OF SURVEY, FILED 0612212021 (CS20541)) _ (P) PLAT OF "PINE TREE MEADOWS PHASE 2" BY TYE ENGINEERING, FILED 811312004 (CS16015) (D1) DEED OF DEDICA T70N TO THE CITY OF REDMOND, RECORDED OC TOBER 19, 2004 AS 2004-62619, DESCHUTES COUNTY OFFICIAL RECORDS (D2) STATUTORY WARRANTY DEED GRANTED TO JUNIPER CANYON INVESTMENT LLC, RECORDED JULY 10, 2020 AS 2020-33098 DESCHUTES COUNTY OFFICIAL RECORDS (D3) PARCEL 1 OF DEED 2005-8500, BEING AN EXCEP77ON LISTED IN DEED 2020-33098 (D2) (R1) RECORD DIMENSIONS PER SURVEY BY LYNN BRUNO, FILED 410711992 (CS10974) (R2) RECORD DIMENSIONS PER SURVEY BY TYE ENGINEERING, FILED 712912003 (CS15470) (R3) CALCULATED DIMENSIONS PER SURVEY BY PAT MARQUIS, FILED 810612009 (CS18025) (INVERSING BETWEEN COORDINATE VALUES, CONVERTING TO INTERNATIONAL FEET) / �1 z REGISTERED 6�1��` T 95f00 o i 1 V d`/ S89 41'16"W 355.00(D1) *� 6�. , PROFESSIONAL 1N18- I POINT; ('/ S89'40'11 "W 355. 00(M) - - .� ub o LAND SURVEYOR 5/8" IRON ROD WITH YELLOW PLASTIC - � � � CAP STAMPED "TYE ENGINEERING" �' 90.94(M) 30.3230.43 203.31 (M) ------ v t 1 bJ• o o DEED OF DEDICATION 2004-62619 i� o OREGON M i JULY 26, 1989 -- JAMES D. PERRY NW SPRUCE AVENUE 70 �� ► 2407 94+00 RENEWS 12-31-2022 �S89 40'11" W 395.15 (M) \ i S89'41 28 W 395.67 (R2) S89 41'16"W 395.66 (D1) PREPARED BY BAXTER LAND SURVEYING, INC. P. 0. BOX 7022 BEND, OR 97708 (R4) PAR77TION PLAT 1990-3 BY ROBERT POVEY, FILED 112511990 (CS009J7) (R5) CALCULATED DIMENSIONS PER SURVEY BY JULES WETZEL, FILED 712112005 (CS16512) (INVERSING BETWEEN COORDINATE VALUES, CONVERTING TO INTERNATIONAL FEET) -RMW RE-ROUTE R/W CENTERLINE ALIGNMENT (APPROX.) PER CS16512 BY JULES WETZEL (METRIC STATIONING) 4+400 STATIONING IN METERS PER (R3) 94+00 STATIONING IN FEET PER (R1) P.U.E. PUBLIC UTILITY EASEMENT P.A.E. PUBLIC ACCESS EASEMENT (54 f) 382->962 SHEET 2 OF 3 2019117-SUBD.dwg jdp CS z0653- 10 47MCdo �