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HomeMy WebLinkAboutSurvey 21062LOCATED IN THE S 1/2, SEC. 03, T,19 S,, R14 E,, W.M., IN DESCHUTES COUNTY, ❑REG❑N 1009 NW Corner Section 3 Found 3-1/4" Brass Cap on 24" Iron Pipe, up 4" 6" juniper bears N25°E, 81.0' Nail W side up 1.0' (Record N35"E, 81.20' OCRR 1345) 30" juniper bears S71°E, 36.0' Nail S side up 1.0' (Record S66°E, 36.0' OCRR 1345) 10" juniper bears S23°W, 49.0' Nail E side up 1.0' (Record S 16°W, 49.06' OCRR 1345) 24" juniper stump bears N50°W, 91' Nail N side up (Record N52°W , 92.04' OCRR 1345) LEGEND Found monuments as 0 noted Set 5/8" X 30" IR w/ YPC "WARD LS 88575" unless otherwise noted Set 5/8" X 30" IR w/ YPC "WARD LS 88575" O © Rock Rings Found by Hudson Calculated position, ❑ nothing found or set P&P Post & Paddle IR Iron Rod YPC Yellow Plastic Cap Points 1004, 1012, & 1013 Found stone monuments Per CSO4393 36 34 1.0' 0 LD 1010 3 H ry Found 1-1/2" Alum co Q Cap w/ P & P W m pot173+10.7 s per 8B-28-24 0 CD a o H CO _ Q u: CV Ln \ \ `r 00 \ y \ CD 1011 ° Found 1-1/2" Alum \ �O z\ Cap w/ P & P \ \ pot 173+ 10.7 \ in per 813-28-24 aJ o 00 Ln 1001 SW Corner Section 3 Found 2" Iron Pipe 36" (dead) juniper bears N80°W, 63.0' (Record no bearing, 63.0') (BLM bearing tag found in dirt "N79'W, 61 ") 36" juniper bears S83°E, 63.4' (Record no bearing, 64.0') (BLM bearing tag S77°E, 61 "') BLM bearing tag on Tee post bears S30W, 113.0' (Record Tel. pole no bearing, 104.0') (BLM bearing tag "South, 110.0"') Per CSO4393 ouRVEYOR SEE SHEET 2 FOR BREAKDOWN OF SW 1 /4, SE 1 /4 AND SE 1 /4, SW 1 /4 W W o (� o ° o o cz Z U o oi o 00 0 00 � CD k10 Lo cu "D (U v 0J v i[eIefl M 0 RECORD OF For: CHARLES "RED" JACK SCHMID N 1 /4 Corner Section 3 Found stone mound w/ PK driven into top stone of unknown origin 36" dead juniper w/ blaze bears S84°W, 26.0' Per CSO4393 5300,78" N87° 52' 00'W (R1) 80 Ch N88°05'W oJb4, / i�' N8J 7 10' 37"W (R1) 79.80 Ch. N89°48'W CKC-11 Lb/U,UU' 1002 Found 1-1/2" Alum Cap w/ P & P ps237+71.04 per 813-28-24 589Q 01'E 1004 E 1/16 1003 Found 1-1/2" Alum Cap w/ P & P ps237+71.04 per 813-28-24 35 SURVEY GILLILAND & 1007 NE Corner Section 3 Found 5/8" IR w/ YPC "LS2527" 8d duplex nail w/ brass washer IS 2527" in side of 40" juniper bears N20°W, 14.0' (Record N20°W 13.95') 8d duplex nail w/ brass washer IS 2527" in side of 20" juniper bears S85°W, 56.5' (Record S61 °W 56.52') 8d duplex nail w/ brass washer IS 2527" in side of 16" juniper bears S03°W, 16.2' (Record S6°E 16.23') 8d duplex nail w/ brass washer IS 2527" in side of 18" juniper bears S47`E, 25.4' (Record S44°E 25.37') Per CS11581 1006 E 1 /4 Corner Section 3 Found 5/8" IR w/ YPC "LS2527" in stone mound 16" juniper bears N11°W, 73.5' 3 w/ Nail & washer "LS2527" �0 deep in almost healed blaze (Record N07°W, 74.84) 5/8" Iron rod w/ washer U "LS2527" wired on in almost o gone stump bears S85°W, 82.0' Ln (Record S85`W, 81.46') 00 12" juniper bears N86°E, 139.0' No Nail or blaze found ., (Record S88°E, 139.16) Per CS 1 1581 0/ .11 11 :11 • - 1 ••0 11 1005 SE Corner Section 3 Found 5" X 6" X 14" Stone. 12" juniper bears N53°W, 61.0' (BLM bearing tag "N53-W 40"') Per CSO4393 EGISTERED OFESSIONA JD SURVEY R ` O°REGON DECEMBER 03, 2014 CLINTON S. WARD 88575 RENEWS: 06-30-2024 SURVEYORS CERTIFICATE. - I, Clinton Stephen Ward, a Registered Prof essional Land Surveyor No, 88575 in the State of Oregon, do hereby certify that I 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. SURVEYORS NARRATIVE; The purpose of this survey was to locate and monument Tax Lot 1500 for Red Gilliland and Tax Lots 100, 300, & 1600 f or Jack Shmid, Narrative continued on sheet 2 All found Monuments of record were held for this survey, BASIS ❑F BEARING: Was determined by measuring between points 1001 and 1009, being North 01°08'45' East Basis of Bearings Determined By RTK (Real Time Kinematic) Observation From an IMAX-GLASS Solution From the Oregon Real Time GNSS (❑RGN) Network, Coordinate system used for this survey is the Oregon Coordinate Reference System (❑CRS) Bend -Redmond -Prineville Zone, NAD 83 (2011) EPOCH 2010.0000. REFERENCES: (R1) GL❑ SURVEY BY MELDRUM, M❑❑RE, & CAMPBELL UNDER CONTRACT NO. 344 DATED NOV, 24, 1879, - (R2) CSO4393 SURVEY BY W.W. HUDS❑N DATED AUGUST 1960 (R3) CS11581 SURVEY BY JERRY D. STICHLER FILED AUGUST 18, 1993 (R4) ❑D❑T 8B-28-24 (R5) BLM CORNER CARD BY FAVERNIA DATED SEPTEMBER 14, 1988 rm Name and Address Ward Surveying, LLC (541)480-1 106 clintsward@gmail.com 60626 Bozeman Trail Bend, Or. 97702 Project Name and Address Section 3, T19S, R 14E Deschutes County Oregon F Sheet 9S—R14E /2022 200' cm ©i N LOCATED IN THE S 112) SEC, 03) T,19 S,, R14 E.) W.M., IN DESCHUTES COUNTY) ❑REG❑N RECORD [IF SURVEY For; CHARLES "RED" GILLILAND & JACK SCHMID ►� 'IDESCHWESCOUMSURVEYOR FILED.WL -(Q• Z3 BY-6 CoQwjr�, 200 Set 2-1 /2" Brass Cap on a 24" pipe. Stamped "T19S, R14E, 1/4 S3/S10 LS88575, 2022" Accessories - Found 30" juniper w/ BLM bearing tag labeled S87`E, 48' measured from tag. 22" juniper S05°W, 189.5' Set Mag Nail & washer "LS88575" in face at base 18" juniper N74°W, 107.5' Set Mag Nail & washer "LS88575" in face at base 18" juniper N05°W 89.3' Set Mag Nail & washer "LS88575" in face at base Set February 15,2022 501 659.12' 0 co 110 3 W a �,D a In mot- �r ° 0 503 0 CDZ 0 653,49' o _�,D M ^ CU r v o 00 Ln �0 502 648.12' LEGEND Found monuments as noted Set 5/8" X 30" IR w/ YPC "WARD LS 88575" unless otherwise noted Set 5/8" X 30" IR w/ YPC "WARD LS 88575" @ Rock Rings Found by Hudson Calculated position, nothing found or set P&P Post & Paddle IR Iron Rod YPC Yellow Plastic Cap 1318,23' S89° 41' 38"E (R2) 1299,89' N89° 11' 10"W n 139%10.29 659.11' co 208 206 lq- 4209 SURVEYORS NARRATIVE: An extensive search was performed to locate all section and quarter section corners within section 3, All found monuments were held as noted, The West 1/4 corner felt in the highway and nothing was recovered, I therefore calculated its position by single proportion between points 1012 & 1009. The SW, NW, & NE section corners were all in good condition and were held, I f ound a stone that I believe was set f or the SE section corner, Hudson noted in his survey that he f ound a post and replaced with a stone, , I f ound the stone to be over 100' out f rom Hudson's survey, There was also a 12" juniper with BLM bearing tag nailed to which also didn't match my measurement by 21,0'. A search was done f or another stone but this was the only one in the area, For the South 1/4 corner I f ound a 30' juniper with a BLM bearing tag nailed to it that said "S87°E, 48'y and nothing else, There were no stones or any other signs of the corner, Hudson mentioned setting a rock 40' from an 18" Juniper in his survey but didn't give a bearing. I considered resetting by single proportion but that just moved it f arther f rom the 30" juniper that I believe was the 18' tree that Hudson was referring to in his survey. 0 With no other evidence I decided to hold the bearing and distance on the bearing tag, Using a rag tape measuring 48' f rom the placard and hand compass with the delineation set at 16° I established the position for the S1/4 corner, For points 1017 & 1004 I held the stone monuments that were described in CSO4393 and set an iron rod in the centers, Point 202 was established at the midpoint between points 1004 & 1017, Point 206 was established at the midpoint between the S 1/4 (point 200) and the C 1/4 (calc'ed position), Point 220 was established at the mid point between points 200 & 206, Point 211 was established at the midpoint between points 200 & 1004, W W CD a `D WLO co c>)�� o to to 1 z I'0 o ° -� o `0 0 `D °-a �O 1pO Z zLnTax Lot c� 300 m Deed 2006-19294 SCHMID (� •� cu N E 1 /4, S E 1 /4, SW 1 /4 221 220 ah 659,40' 210 653.85` 333.98' 0 0 504 1296.24' N89° 14' 46'W (R2) 1299,40' N89° 15'W 6.7 0 In 648.12' 1/4 COR S3 S10 200 1297,70' (R2) 1335,60' 205 W a �cu LOLn o � 0 Z 1013 Held Rock monument of stone circle per CSO4393. S89° 18' 16"E Set 5/8" X 30" IR w/ YPC S89° 04' 15"E WARD LS88575 _ V- 0 01 ri 222 204 278,70' `0 0 nJ 224 1500 Deed 2021-60485 GILLILAND SW1 /4, SW1 /4, SE1 /4 co 0i 00 U? aJ �,D NIP223 o �O 0 cu 211 Tax Lot 100 0o Deed 2004-00129 n SCHMID NE1 /4, SW1 /4, SE1 /4 202 659,22' Tax Lot 1600 Deed 2017-26589 00 SCHMID all SE1 /4, SW1 /4, SE1 /4 U-) 1338.97" S89° 36' 26'E (R2) 1335.04' S89° 01'E w a 0 3 a r\ to ° 0 o o Z ° 0 o Z o 01 a N M Q� 004 669.48' Held Rock monument of stone circle per CSO4393. Set 5/8" X 30" IR w/ YPC "WARD LS88575" Point 205 was established at the midpoint between points 1017 & 206. Point 204 was established by determining the intersection of the lines between points 205to 211 and 221 to 202, NW corner of NE1/4, SE1/4, SW1/4 was established at midpoint between 501 & 206 and fell in the highway, Forpoints 208 & 209 I set corners on each side of the highway at the intersection of the right-of-way and the section subdivision lines, Point 210 was established at the intersection of lines 209 to 504 and 220 to 503, Points 221, 222, 223, & 224 were set at the intersection of the section subdivision lines and the highway right -of -way, I held f ound the Right -of -Way monuments in determining the Highway Right -of -Way, Monuments were set January 24, 2022 unless otherwise noted, 0' 200' 400' 600' Scale 1 " = 200' EGISTERED P OFESSIONA ND SURVEY R OREGON DECEMBER 03, 2014 CLINTON S. WARD 88575 RENEWS: 06-30-2024 Firm Name and Address Ward Surveying, LLC (541)480-1 106 clintsward@gmail.com 60626 Bozeman Trail Bend, Or. 97702 Project Name and Address Section 3, T19S, R14E Deschutes County Oregon [Date roject Sheet S3_T19S_R14E 2/20/2022cale 02 1 " = 200' NQ M I