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HomeMy WebLinkAboutSurvey 20979RECORD OF SURVEY RETRACEMENT OF THE NORTH AND WEST BOUNDARIES OF LOT 63, TERREBONNE ESTATES PHASE 1A IN THE SE 1 /4 NW 1 /4 SECTION 16, T 14S9 R 13E, W.M. . DESCHUTES COUNTY, OREGON PROPERTY OWNER: TERREBONNE PUD, LLC DEED RECORD: #2022-16152, CLERK RECORDS NARRATIVE: WAS RETAINED BY TERREBONNE PUD, LLC TO RETRACE THE NORTH AND WEST R II PROPERTY LINES OF A TRACT OF LAND, DESCRIBED IN DEED #2022-16152, LOT 6 Cog p DESCHUTES COUNTY CLERK RECORDS. I FOUND AND HELD THE SOUTHWEST, RAWFO Rp S LOT 7 NORTHW, AND NORTHEAST CORNERS OF LOT 63. THE ADJUSTED CORNERESTPER (3) WAS CALCULATED BY BEARING TO BEARING INTERSECTION NORTHEAST o C � BETWEEN LINES ESTABLISHED BY (1), (2), AND (3). — POINT OF TANGENCY 3 MONUMENTS AND TEMPORARY ONSITE CONTROL WERE TIED BY CONVENTIONAL N 8947'23" E 839.42 (2) 40EASEMENT N METHOD USING A TOPCON GPT 3003 TOTAL STATION AND A SPECTRA PRECISION N 89'47'03" E 839.52' 1 RANGER 3 DATA COLLECTOR WITH SURVEY PRO SOFTWARE. MONUMENTS WERE SET BY REAL TIME KINEMATIC GPS METHOD USING TWO TOPCON RIPER LITE GPS RECEIVERS AND THE SAME DATA COLLECTOR AND SOFTWARE. BASIS OF BEARINGS: CALCULATED COURSE BETWEEN SW CORNER AND NE CORNER OF LOT 63. MEASURED N 60'46'15" E 961.90' CALCULATED RECORD N 60'46'15" E 961.76' (2) GENERAL NOTES: 1. ALL MONUMENTS WERE FOUND ERECT, IN GOOD CONDITION, AND USABLE, UNLESS OTHERWISE NOTED. 2. THIS MAP DOES NOT GUARANTEE THAT ANY PARTICULAR USE MAY BE MADE OF THE PROPERTY SHOWN HEREON. PARTIES SHOULD CHECK WITH THE APPROPRIATE COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES. 3. REFERENCES AS FOLLOWS: ALL COURSED SHOWN ARE MEASURED, UNLESS OTHERWISE NOTED (1) = RECORD OF SURVEY BY D. WILLIAMS 3/24/1995, CS 12130. (2) = PLATS OF TERREBONNE ESTATES PHASE 1 A & 1 B, BY J. POWELL 12/11 /2001, CS 14736 & 2/4/2003, CS 15251. (3) = DEED CONVEYING RIGHT-OF-WAY TO ODOT RECORDED FEBRUARY 17, 2009 IN #2009-06475 AND MAP 11 B-2-12 BY P. MARQUIS 3/7/2011 (4) = SURVEY BY W. BAHRKE 10/28/2014, CS 18780. ABBREVIATIONS: GPS GLOBAL POSITIONING SYSTEM RPC 1-1/2" RED PLASTIC CAP YPC YELLOW PLASTIC CAP IP IRON PIPE LINE TABLE LINE BEARING DISTANCE L-1 N 0*13'37" E 54.67' L-2 N 0*13'37" E 31.00' N U U1 Zd W wtfl (.3) L-3 I N 89'47'03" E 79.79' N 895242" E 79.65 (3) L-4 I S 0'03'53" W 30.11' S 0'12'37" W 30.00 (2) S O'37'54" W 29.93 (3) CS COUNTY SURVEY R/W RIGHT-OF-WAY RB REBAR ODOT OREGON DEPARTMENT OF TRANSPORTATION S8951'41 "E 1.07' (4) BEARS N86'36'15"E 1.02' FROM YPC Si &�qLzozz— : w/l,( i?S 59.98' 60.00' (4) N 11' E 0.76' (4) N 89'45'51 " E N9 40'01 "E 0. 77' (2) N 89 5732" E (4) NO'00'12 "W 0.73' (1) #5 RB IN 2" IP BEARS N13'41'53"F 0.75' FROM HELD YPC PER (1)(2)(4) 4 S74'50' Ay* 57440 r 6�2(4) 62 LOT 9 p LOT 8 LOT 7 10, LOT 38 (2) DESCRIPTION LOT 37 (2) TERREBONNE L 0 T 63 (2) LOT 36 (2) ES TA TES PHASE 1 B 759.73' GRAPHIC SCALE 0 60 120 180 ( IN FEET ) 1 INCH = 60 FEET FOUND #5 RB W/ YPC STAMPED 'DEA INC' FOUND #5 RB W/ YPC STAMPED 'HWA' FOUND YPC "POVEY & ASSOC." IN 1/2" IP FOUND #5 RB W/ YPC STAMPED 'ODOT RW' SET 30" LONG #5 RB W/ RPC STAMPED 'APES PLS 51324' IN THIS SURVEY LOT 25 (2) LOT 24 (2) EgCNNE TERR LOT 23 (2) LOT 22 (2) REGISTERED PROFESSIONAL ND URVEYOR N N JANNUARY 111, 2005 w SCOTT D. MONTGOMERY z 51,324 RENEWAL: 12f 31 /2022 4 I L (� J R/W DEDICATION (3) I L 0T 16 (2) ; � 3 O J C.� L 0 T 17 (2) CD z z O L 0 T 18 (2) 1 P NP5E P L 0T 19 (2) LOT 20 (2) L 0T 21 (2) BARBERRY DRIVE 60' R/W (2) 20979