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Home My WebLink AboutSurvey 21335TOWNSHIP 15 SOUTH ' 16 SOUTH DO, 24 2000 3000 1ENT AS NOTED ON 1ENT AS NOTED ON 5/8" X 30" REBAR PLASTIC CAP, STAMPED LS 2596" iATION DISTRICT PIPING CENTERLINE REGISTERED PROFES6k9A OREGON v' JANUARY 19, 1993 JAMES E. SWENSON 2596 :NEWS JUNE 30, 2026 - G E-E I z 9 SURVEYOR'S NARRATIVE N RECORD OF SURVEY RESTORATION OF MONUMENTATION FOR: TUMALO IRRIGATION DISTRICT GROUP 4 PIPING PROJECT LOCATED I N SECTIONS I, 119 129 137 14, 23, 24, & 26 TOWNSHIP 16 SOUTH, RANGE 11 EAST, W.M. SECTIONS 6 & 7 TOWNSHIP 16 SOUTH, RANGE 12 EAST, W.M. DESCHUTES COUNTY, OREGON LEGEND THE PURPOSE OF THIS SURVEY IS TO REMONUMENT MONUMENTS THAT WERE DISTURBED DURING THE TUMALO IRRIGATION DISTRICT "GROUP 4 PIPING PROJECT", K&E EXCAVATING INCORPORATED RESEARCHED DESCHUTES COUNTY RECORD OF SURVEYS FOR THE ENTIRETY OF THE PROJECT AND THEN LOCATED MONUMENTS IN THE FIELD FROM APPROXIMATIONS CALCULATED FROM THE SURVEYS. FOUND MONUMENTS ARE LISTED ON THIS SHEET 2 OF 3. THERE WERE A NUMBER OF MONUMENTS THAT WERE SEARCHED FOR BUT WERE NOT FOUND. MONUMENTS WERE INDIVIDUALLY OR GROUP REFERENCED ON A LOCAL HORIZONTAL COORDINATE SYSTEM WITH A SCALE FACTOR SET TO 1.00000. AT LEAST THREE REFERENCES WERE SET OR MEASURED FOR THE ABILITY TO RESET THE MONUMENT IN THE PRIOR TO CONSTRUCTION POSITION. AFTER CONSTRUCTION OF THE TUMALO IRRIGATION "GROUP 4 PIPING PROJECT" EACH MONUMENT WAS REVISITED. DISTURBED MONUMENTS WERE RESET FROM THE REFERENCES. NEW LATHE AND RIBBON WAS SET FOR ALL MONUMENTS PREVIOUSLY FOUND AND OR RESET FOR THE ENTIRE PROJECT. NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF FOUND AND SET MONUMENTS RELATIVE TO ANY RECORD PROPERTY LINE OR SECTION LINE OTHER THAN THE LOCATION AT WHICH THE MONUMENT WAS FOUND AND SURVEYED BY JAMES E. SWENSON, OREGON LAND SURVEYOR, DURING DECEMBER 2023. THE SHEET 3 OF 3 FOUR INDIVIDUAL "DETAIL" DRAWINGS SHOW THE RELATIONSHIP OF MEASURED BEARINGS AND DISTANCES TO THE RECORD BEARINGS AND DISTANCES TO THE RESET MONUMENT AND OTHER FOUND MONUMENTS. EACH "DETAIL" ON SHEET 3 OF 3 HAS A UNIQUE BASIS OF BEARINGS FOR THAT INDIVIDUAL "DETAIL" BASED ON THE DESCHUTES COUNTY RECORD OF SURVEY PERTAINING TO THE NAMED "DETAIL" ON SHEET 3 OF 3. POINT DESCRIPTION OF MONUMENT DESCHUTES COUNTY SURVEY OR BLM GLO SURVEY RESET 701 YPC ILLEGIBLE 0.3' BELOW GND CS 20144 SW CORNER ADJ L.R.2 TO L.R 1 PARCEL 702 YPC IS 2527 FLUSH CS 20144 ANGLE POINT "DETAIL C" 704 1 /2" REBAR & 1 /2" REBAR BENT 0.2' BELOW GND CS 20144 NORTHERN MON "DETAIL C" 706 YPC "BAXTER SURVEYING" FLUSH CS 15547 SOUTHERN MON OF "L1" 708 YPC "BAXTER SURVEYING" FLUSH CS 15547 SOUTHERN MON OF "L2" 709 YPC "BAXTER SURVEYING" FLUSH CS 15547 SOUTHERN MON OF "L3" 710 YPC "BAXTER SURVEYING" FLUSH CS 15547 NORTHERN MON OF "L3" 711 YPC "BAXTER SURVEYING" FLUSH CS 15547 NORTHERN MON OF "376.40" 714 YPC "BAXTER SURVEYING" FLUSH CS 15547 SOUTHERN MON OF 14" 715 YPC "BAXTER SURVEYING" FLUSH CS 15547 SOUTHERN MON OF "L5" 717 YPC "BAXTER SURVEYING" FLUSH CS 15547 NORTHERN MON OF "1-5" 716 YPC "OMAN PLS 702" 0.3' BELOW GND CS 11681 NORTHEAST CORNER TAX LOT 524 721 YPC "LS 1020" SLIGHTLY BENT 1.2' ABOVE GND CS 12627 SOUTHERN MON OF PROPERTY LINE ADJUST 724 YPC IS 1020" 0.1' ABOVE GND CS 12627 SOUTHERN MON OF "57.15"' 633 5/8" REBAR 0.1' BELOW GND CS 01567 NORTHEAST CORNER OF PARCEL 3 634 5/8" REBAR 0.3' BELOW GND CS 07364 NORTHWEST CORNER OF LOT 2 642 YPC "BAXTER SURVEYING" FLUSH CS 17727 SOUTHERN MON ON WEST LINE 643 YPC "BAXTER SURVEYING" FLUSH CS 17727 NORTHERN MON ON WEST LINE YES 636 YPC "BAXTER SURVEYING" FLUSH CS 17727 WESTERN MON ON NORTH LINE 739 5/8" REBAR FLUSH CS 01512 NORTH LINE PARCEL 2 WEST END OF "111.87" 740 YPC "OMAN PLS 702" FLUSH CS 01512 NORTH LINE PARCEL 2 EAST END OF "111.87" 748 YPC "OMAN PLS 702 1.0' ABOVE GND CS 01512 NORTH LINE PARCEL 1 EAST END OF "107.78"' 750 YPC "OMAN PLS 702 0.2' ABOVE GND CS 01512 NORTH LINE PARCEL 1 WEST END 'OF "107.78"' 753 YPC "HWA" 0.2' ABOVE GND CS 17268 SOUTHERN MON OF "21.22"' DISTANCE YES 755 YPC "HWA" FLUSH CS 17268 SOUTHERN MON OF "412.96"' DISTANCE YES 760 YPC "HWA" 0.1' BELOW GND CS 17268 SOUTHERN MON OF "396.56"' DISTANCE 764 YPC "HWA" 0.1' ABOVE GND CS 17268 SOUTHERN MON OF "414.48"' DISTANCE 770 YPC "HWA" 0.1' ABOVE GND CS 17268 SOUTHERN MON OF "90.98"' DISTANCE 772 YPC ILLEGIBLE FLUSH CS 17268 SOUTHERN MON OF "78.72"' DISTANCE 779 YPC "HWA" FLUSH CS 17268 NORTHERN MON OF "78.72"' DISTANCE 801 YPC "HWA" SEVERELY BENT 0.3' BELOW GND CS 14105 EASTERN MON OF "C3" 804 YPC "HWA" FLUSH CS 14105 EASTERN MON OF "C1" 811 2" BRASS CAP 1 /4 CNR SEC 14 & 11 OREGON CORNER RESTORATION RECORD 1680 827 3-1/4" ALUM CAP ANGLE POINT (SE 1 /16) SEC 11 BLM CADASTRAL SURVEY - APPROVED 2016-08-09 824 YPC "SCE&S" 0.1' ABOVE GND CS 14173 W.C. SOUTHERLY OF NORTH END OF 14" 823 YPC "H. A. MCCOY ENGR" 0.1' ABOVE GND CS 19984 W.C. SOUTHERLY OF NORTH END OF "L4" 822 YPC '$H. A. MCCOY ENGR" 0.1' ABOVE GND CS 19984 NORTHEASTERLY END OF "16" 829 3-1/4" BRASS CAP WC S 1 /16 SEC 11 & 12 BLM CADASTRAL SURVEY - APPROVED 2016-08-09 826 1 /2" REBAR 0.2' BELOW GND CS 01492 REFERENCE MON WEST OF S 1 /16 CORNER YES 825 1 /2" REBAR 0.1' ABOVE GND CS 01492 REFERENCE MON EAST OF S 1 /16 CORNER YES 808 1 /2" REBAR 0.3' ABOVE GND BENT CS 01511 MON SET WESTERLY OF SE CNR OF SEC 11 783 1 /2" REBAR 0.3' ABOVE GND CS 01511 W.0 "30.00"' WESTERLY OF NE CNR OF PARCEL B 782 MELTED YPC 0.4' ABOVE GND CS 01503 W.C. NORTHERLY MON OF "268.35"' 774 YPC "KERN LS 1081" 0.2' ABOVE GND UNKNOWN SW CORNER OF "PARCEL A" CS19293 757 YPC INSIDE I.P. "OMAN PLS 702" FLUSH CS 01503 ON EAST LINE NORTH END OF "433.98$" 807 YPC "OMAN PLS 702" FLUSH CS 01500 MON "E" 797 YPC "OMAN PLS 702" 0.1' ABOVE GND CS 01500 MON "B" 794 YPC "OMAN PLS 702" 0.6' ABOVE GND CS 01500 MON "A" 793 1 /2" REBAR 0.3' ABOVE GND CS 01500 FOUND MON "4" 790 5/8" REBAR SEVERELY BENT 0.5' BELOW GND CS 01504 MON "E" YES 791 5/8" REBAR 0.5' BELOW GND CS 01497 MON ON THE NORTH RIGHT OF WAY 644 3" BRASS CAP EAST 1/4 CNR SEC 12 OREGON CORNER RESTORATION RECORD 1448 624 YPC "SCE&S" 0.1' BELOW GROUND CS 01491 NE CORNER OF PARCEL 2 AT RIGHT OF WAY 628 YPC INSIDE 1 /2" I.P. "POVEY & ASSOC" FLUSH CS 19532 SE CORNER OF ADJUSTED PRINZ PARCEL 2 848 3-1/4" ALUMINUM CAP N 1 /16 CNR SEC 12-7 BLM CADASTRAL SURVEY - APPROVED 2016-08-09 632 2" OPC "LS 2253" FLUSH CS 18352 MON 1$301" 645 1 1 /2" ILLEGIBLE ALUMINUM CAP 1.4' BELOW GND OREGON CORNER RESTORATION RECORD 1373 850 2" ALUMINUM CAP BLM S1 /16 SEC 1 BLM CADASTRAL SURVEY - APPROVED 2016-08-09 844 YPC "DEJARNATT PLS 2208" 0.1' ABOVE GND CS 19469 SOUTH END OF "476.95"' DISTANCE TRACT "A" ADJ ADJACENT ADJUST ADJUSTMENT BLM BUREAU OF LAND MANAGEMENT CNR CORNER � DI-10:8 HUM COUNT SUMEY, OF! CS COUNTY SURVEY IG.PD RONUP PE RUM 06 20 OZ� ��+ MON MONUMENT OPC 5/8" REBAR WITH ORANGE PLASTIC CAP MAY 06, 2024 W.C. WITNESS CORNER SHEET 2 OF 3 YPC 5/8" REBAR WITH YELLOW PLASTIC CAP SEE DETAIL A SHEET 3 OF 3 SEE DETAIL B SHEET 3 OF 3 SEE DETAIL B SHEET 3 OF 3 SEE DETAIL C SHEET 3 OF 3 SEE DETAIL C SHEET 3 OF 3 SEE DETAIL D SHEET 3 OF 3 REGIST 1 • .Z:jNAL (/ OREGON JANUARY 19, 1993 JAMES E. SWENSON 2596 RENEWS JUNE 30, 2026 ,-, SEE t 1 S3 CAD t� FOUND 5/8" REBAR WITH ALUMINUM CAP STAMPED "OREGON DEPARTMENT OF TRANSPORTATION RIGHT OF WAY" DESCHUTES COUNTY ROS CS17727 LOCATED IN THE NEI/4 & NWI/4 SECTION 23, T16S, RITE, W.M. DESCHUTES COUNTY, OREGON DETAIL A 760 SCALE I"=100' MAY 06, 2024 0 (;lke xo 00 O �s� � 0, 0�s9 9 OAN DETAIL B O 0 co %. 643 N U co rri UN.t Z N LJJ W� m M - LL oo Q (D O cnc0o a DESCHUTES COUNTY ROS 17268 LOCATED IN THE SEI/4 OF THE NWI/4 SCALE I"=100' SECTION 14, T16S, RIIE, W.M. MAY 06, 2024 DESCHUTES COUNTY, OREGON 0% C6 N M LJJ 0 0 0 Z F 755-760 BASIS OF BEARINGS CS17268 N15012'42"E 412.70' (N15012'42"E 412.96')(2) CENTER -EAST -WEST 1/64 CORNER 755 N06056'45"W 21.40' BENT 5/8" REBAR (N07006'58"W 21.229(2) 0.1' ABOVE GROUND 753 N89044' 33"W 339.18' (N89045' 24"W 339.1 l')(2) 642 S00004'39"E 564.16' (S00003'43"E 564.2190) CENTER 1/4 CORNER 3" BRASS CAP SET IN CONCRETE FLUSH WITH GROUND SET DESCHUTES COUNTY ROS 01566 CENTER 1/4 CORNER US DEPARTMENT OF INTERIOR BUREAU OF LAND MANAGEMENT 3 1/4" BRASS DISC SET ON AN IRON PIPE, 0.6' ABOVE GROUND SURROUNDED BY A MOUND OF STONE S89045'56"E 661.10' (S89045'38"E 661.22')(2) DETAIL C DESCHUTES COUNTY ROS 01492 LOCATED IN THE SWI/4 OF SECTION 12 8t SCALE I"=50' IN THE SEI/4 OF SECTION 11, T16S, RIIE, W.M. MAY 06, 2024 DESCHUTES COUNTY, OREGON 829 N31058'52"W 32.00' (N3'031'36"W 32.00')(4) N18022'23"W 28.58' SOUTH 1/16 CORNER 825 SECTION II 8i 12 826 7.94' C(8.499(3) 3.51' (3.42')(3) 826 - 825 BASIS OF BEARINGS CS01492 (N0000010"E 1320.79')(3) S89051'20"E 11.45' (S89051'20"E 11.9190) SOUTHWEST CORNER SECTION 12 (S89055'43"E 1322.81)(5) DETAIL D DESCHUTES COUNTY ROS 01504 LOCATED IN THE NI/2 OF THE NEI/4 OF THE NWI/4 SECTION 13, T16S, RIIE, W.M. DESCHUTES COUNTY, OREGON F-G (S89051'11"E 1323.48')(5) I K-N C(N20007'36"E)(5) (30.45')(5) F-H (S89051'II"E)(5) C (727.62')(5) K=797 H-K N20005' 58"E 92.27' (N20007'36"E 92.19')(5) H=794 BASIS OF BEARINGS CS01504 H-J S89051'11"E 182.25` (S89051'11"E 182.02')(5) RECORD OF SURVEY RESTORATION OF MONUMENTATION FOR: TUMALO IRRIGATION DISTRICT GROUP 4 PIPING PROJECT LOCATED IN SECTIONS 1, II, 129 139 14, 237 24, 8L 26 TOWNSHIP 16 SOUTH, RANGE 11 EAST, W.M. SECTIONS 6 8L 7 TOWNSHIP 16 SOUTH, RANGE 12 EAST, W.M. DESCHUTES COUNTY, OREGON LEGEND NORTH I/4 CORNER SECTION 13 MAY 06, 2024 0 FOUND MONUMENT AS NOTED ON SHEET 2 a FOUND MONUMENT AS NOTED CALCULATED POINT • FOUND MONUMENT AS NOTED ON SHEET 2, SET 5/8" X 30" REBAR WITH YELLOW PLASTIC CAP, STAMPED "K&E EXC INC LS 2596" INNES MKT. ROAD CENTERLINE C CALCULATED INFORMATION (1) RECORD INFORMATION AS PER DESCHUTES COUNTY RECORD OF SURVEY CS17727 (2) RECORD INFORMATION AS PER DESCHUTES COUNTY RECORD OF SURVEY CS17268 (3) RECORD INFORMATION AS PER DESCHUTES COUNTY RECORD OF SURVEY CS01492 (4) RECORD INFORMATION AS PER BLM CADASTRAL SURVEY - APPROVED 2016-08-09 (5) RECORD INFORMATION AS PER DESCHUTES COUNTY RECORD OF SURVEY CS01504 ROS RECORD OF SURVEY SCALE 1"=100' MAY 06, 2024 ,', P-S Co (RADIUS=572.96')(5) (DELTA=05°43'51")(5) (LENGTH=57.3l')(5) N-P (N59058'48"W 187.83')(5) (CHORD=57.29)(5) (BEARING N62050'44"W)(5) Co a N�,,,I NNES MKT. ROAD CENTERLINE 0 0 v '-,. 60.00' RIGHT OF WAY p J-G C S89051'II"E 413.61' J=793 (S89051'11"E)(5) C(413.84')(5) G T" � S J-T C(N59058'48"W)(5) (8.66')(5) cbb bQ Ae \fib J-S C S86030'35"E 73.93' V=790 (S89051'11"E 73.84`)(5) S-G C N89025'14"E 340.07' (S89051'11"E)(5) C(340.00')(5) J-V S64040' 33"E 113.52' C(S64032'33"E 112.53')(5) T-V (RADIUS=602.96')(5) (DELTA=09°53' 07")(5) (LENGTH=104.03')(5) (CHORD =103.90')(5) (BEARING N64055'21"W)(5) SHEET 3 OF 3 we ANIQ -10 ME IV OREGON JANUARY 19, 1993 JAMES E. SWENSON 2596 RENEWS JUNE 30, 2026 K8LE EXCAVATING INCORPORATED 3871 LANGLEY ST. SE SALEM, OR 97317 503-399-4833 KEEX. NET