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HomeMy WebLinkAboutSurvey 20686US Tuma(o Cellular Butte S RECORD OF SURVEY I t QVRVEY PERF❑RMED FORi yne Perry C LOCATED; S'Ite SW 1/4, SE 1/4, SEC, 14, & SE 1/4, SE 1/4, SEC, 14, & NW 1/4, NE 1/4, SEC. 23, & NE 1/4, NE 1/4, SEC, 23, T,17S,, R11E,, W,M,, LEGEND IN DESCHUTES COUNTY, OREGON These standard symbols witl be f ound in the drawing. Symbol Description O FOUND MONUMENTS p CALCULATED POINTS not located this survey Property boundary ......------ Government Line Fence ------------------------------------------------------ Edge of Asphalt Easement 1. COVER SHEET 2. PROPERTY OVERVIEW 3. SITE OVERVIEW 4. LEGAL DESCRIPTIONS VICINITY MAP 3 97 213 1 e� it Pre - Ben e 7 AREA SUMMARY Area Sq Feet Acres Parent Parcel + — 22.5 Access & Utility Easement 1 22,025 0.506 -Utility & Waveguide Easement 1583 0.0363 Shelter Site 1200 0.0275 Tower Site 900 0.021 DESCHUTES COUNTva SUR11EYOP. F1 BY. NO SCALE ISTERED pf of ESSIONAL N SURVEYOR *OREGON DECEMBER 03, 2014 CLINTON S. WARD 88575 RENEWS: 06-30-2022 SURVEYORS CERTIFICATE; I, Clinton Stephen Ward, a Registered Professional 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 identify cell tower easements across the parent parcel deed record of property 2003-70563.. No monuments set during this survey. Monuments were held as noted. Coordinates are Oregon Coordinate Reference System (OCRS) Bend -Redmond -Prineville Zone. Elevations are RTK derived Orthometric heights utilizing Geoid 12A. Equipment used for this survey - Trimble S6 3' Total Station, Trimble R10 GNSS Reciever. BASIS OF BEARING Is the South line of Southeast One -Quarter (SE 1/4) of Section K. A being South 89'42'57' East (Oregon Coordinate Reference System (OCRS) Bend- Redmond- Prineville Zone as Shown Herein Basis of Bearings Determined By RTK (Real Time Kinematic) Observation From an IMAX-GNSS Solution From the Oregon Real Time GNSS (ORGN) Network No underground utilities were located for this survey. Easements were established using previous surveys and existing visible above ground equipment. REFERENCES: SURVEYS; CS 11274 By Hickman, Williams, & Associates filed 9/26/1992 CS 16888 By Baxter Land Surveying, Inc. filed 5/09/2006 (R1) CS 18763 By Baxter Land Surveying, Inc. filed 9/24/2014 CS 19201 By Baxter Land Surveying, Inc. filed 10/05/2016 CS 19557 By Baxter Land Surveying, Inc. filed 1/12/2018 92-30326 94-25991 2006-73079 2013-39549 2016-038842 WARD SURVEYING, LLC clintsward@gmail.com (541)480-1106 0 60626 Bozeman Trail Bend, Or. 97702 JOB ADDRESS. 63225 LOOKOUT DR, DATE Bend, Or, 97701 08/20/2021 SHEET: 1 of 4 SW 1/4 SE 1/4, NW 1/4, NE 1/4, W.M., IN SE SE NE NE DESCHUTES 1/4 1/4, 1/4, 1/4, SEC, SEC, SEC. SEC, COUNTY, 14 � 14, 23, 23, gc & & T,17S,, R11E,, SADDLEBACK OREGON Christopher & Tracy M. Schreiner Deed No. 2019-48239 Lot 4 Lot 5 Lot 6 Lot 7 Lots „ �� 1043 255.62' 753.87' 1003 N 89'24 27 W Cg ^ N 89'48'55" W 1014Z point of beginning for Access & Utilit Easement ]"• 3 OD N (® W o Deed No,2000-22122 N o ;rQ 226• Perry Family Oregon Property Trust oy�'1 ,, RS3S.�l, o co Deed No. 2003 70565 ye,� 270.34 �;i o ---Tower Non -Exclusive -Ii( Road Easement Per 20' Access & `��`� Point of Terminus r� 92-30326 Brodie Family/ Trust 'I Ixk' Arracc A I Itilirii ! 1 lJ�� � 1 FUND MONUMENT TABLE Point Northing Easting Elevation Description 1002 218061.980 230011,023 3707.73 FIR, found 3' brass cap in pipe 1003 218715,000 231090.458 3831.78 FIR, 1/2' no cap 1004 218715.164 231339.300 3800.04 FIR, 5/8, no co 1005 218534.053 231339.540 3816.25 FIR, 1/2 no cap, bent 1006 218137,334 231386,616 3822.56 FIR, ypc 'baxter surveying' 1007 218054,770 231570,109 3783.01 FIR, 5/8' no cap, 1008 217928.042 231602.405 3777.50 FIR, Irprop corner' 1009 217510.262 231491,446 3750.59 FIR, ypc 'baxter surveying' 1010 217240.451 230934.680 3720,24 FIR, ' ro corner' 1011 217009, 310 230530.952 3720.31 FIR INprop corner' , 1012 217023,719 230333,783 3723.65 FIR, ypc 'baxter surveying' 1013 217057.746 230543,491 3721.33 FIR, c 'baxter surveying' 1014 217094,913 230632,419 3720.12 FIR, c 'baxter surve in " 1015 217348,166 231039,723 3732.71 FIR, c 'baxter surveying' 1016 217432.491 231224.551 3746,69 FIR, c 'baxter surveying' 1017 217951,921 231553.807 3784.25 FIR, c 'baxter surve in ' 1018 218029,383 231531,340 3788.48 FIR, c baxter surve in1019 217926,328 231393.362 3821.77 FIR, c ybaxter surve in 1020 218023.955 230927.225 3862.78 FIR, c baxter surve in 1021 218058,414 230730,264 3846.07 FIR, c 'baxter 1s2041', 1022 218253.298 231367,292 3823.74 FIR, ypc 'baxter surveying' 1024 218055.346 231388.568 3825.84 FIR, c 'baxter surveying' 1025 218055.342 231341.859 3837.71 FIR, no cap 1027 217953.763 231372.570 3830.99 FIR, c 'baxter surve in ' 1043 218721,024 230117.911 3686.35 FIR, c 'PerryEn LS1295 1044 217951,350 231363,240 3832.41 FIR, c 'baxter surveying' Road Easement LINE BEARING DISTA LE1 S 14'10 42 E 130.3 LE2 S 24'39 59 W 54.42 LE3 N 67.46 42 E 244.4 LE4 IS 67.49 37 W 315.0 LE5 N 6528 33 E 203.1 LE6 N 62'15 04 E 198.5 LE7 N 56.33 5 E5 E 258.� LE8 S 55'13 32 W 281.9 LE9 S 80.47 01 W 212.4 LE11 N 44*4918 E 313.2 LE12 S 52'38 33 W 133.2 LE13 S 50*18 26 W 1217.8 Access & Utility Easement LINE BEARING DISTANCE LA1 N 45'11 55 W 74.92 LA2 S 76'55 50 W 26.32 LA3 S 48'05 03 W 52.98 LA4 S 02*1019 E 100.88 LA5 S 45'07 06 W 72.58 LA6 S 05'03 59 W 54.10 LA7 S 24'40 35 E 105.46 LA8 S 47*1319 E 155.33 LA9 S 30'31 46 E 113.80 Easementl Curve Table CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 140.00 335.71 260.86 S 80'46 33 W 137'23 05 C2 450.00 458.85 439.23 S 13'33 36 W 58'25 23 C3 406.75 144.23 143.48 S 14'30 29 W 20'19 02 C4 280.00 210.67 205.74 S 46'1317 W 43'06 35 C5 1016.09' 198.30' 197.99' S 62*14'09 W 11 *10'56" C6 1016.09 208.39 208.02 9S 64'44 53 W 11'45 02 C7 280.00 84.56 84.24 N 81'07 53 E 17*1813 C8 580.00 186.43 185.63 N 50'27 30 E 18'25 00 oESCwuTEs COUNTY SURVE Y-0 R Fl�pIZ-ISZ�21By. fHl;n SI TERED FISSIONAL SURVEYOR 40 ORECON 'W' DECEMBER 03, 2014 CLINTON S. WARD 88575 RENEWS: 06-30-2022 Line Table LINE BEARING DISTANCE L1 N 89'49 06 W 181.54 L2 S 01'21 50 E 82.01 L3 N 09'27 39 W 117.56 L4 S 18*2815 E 83.99 L5 N 29'17 33 W 50.25 L6 S 56*4617 W 79.36 L7 N 30*18'09" E 38.00' L8 N 71 *5413 W 107.07 L9 N 46'02 42 W 167.59 L10 S 42'59 28 W 111.92 L11 S 42'00 49 E 132.41 L12 S 76'33 22 E 67.37 L13 S 64*0516 E 38.95 L14 N 78*39'13 W 36.91 L15 N 83*4912 W 85.95 L16 N 66'45 29 E 81.67 L17 N 33'41 28 E 16.62 L18 N 90'00 00 E 1.00 L19 S 08'51 30 W 23.95 L20 N 61 '12 33 E 25.91 L21 N 75'29 48 E 9.64 L22 N 37'09 26 W 34.42 L23 IS 53'14 39 W 172.22 0 200 400 SCALE = 1" is 200' ACCESS & UTILITY EASEMENT 1 SHELTER SITE UTILITY & WAVEGUIDE EASEMENT (As Surveyed) I (As Surveyed) I (As Surveyed) A strip of land 20 feet wide across a parcel of land located in the South half of Section 14, Township 17 South, Range 11 East, and the North half of Section 23, Township 17 South, Range 11 East, Willamette Meridian, Deschutes County, Oregon, being 10 feet wide on each side of the following described centerline, more particularly described as follows: Commencing at the Northwesterly corner of the herein described shelter site: thence South 53 ° 25'46" West 15.00 Feet to the true point of beginning: thence North 45 ° 11' 55" West, a distance of 74.92 feet; thence South 76 ° 55' 50" West, a distance of 26.32 feet; thence South 48005'03" West, a distance of 52.98 feet; thence South 02 ° 10' 19" East, a distance of 100.88 feet; thence South 45 ° 07'06" West, a distance of 72.58 feet; thence South 05 ° 03' 59" West, a distance of 54.10 feet; thence South 24040'35" East, a distance of 105.46 feet; thence South 47013'19" East, a distance of 155.33 feet; thence South 30031'46" East, a distance of 113.80 feet to the beginning of a tangent curve to the left, having a chord bearing of North 80°46'33" East, a chord distance of 260.86 feet; thence continuing along said tangent curve to the left with a radius of 140.00 feet, through a central angle of 137023'22", an arc distance of 335.71 feet; thence North 12 ° 04' 52" East, a distance of 8.64 feet to the Point of Terminus; Lengthening and shortening the side lines of said strip so as to terminate on north line of property described in deed document #2003-70565. Containing 22,025 square feet or 0.506 acres, more or less. SUBJECT TO: Existing rights -of -way and easements of record and or appearing on said above described parcel. END OF DESCRIPTION Prepared by this office: Ward Surveying, LLC DFscwuYEs coin SURVEYOR That portion of tax lot 1200 lying in the Southwest Quarter of the Southeast Quarter and the Southeast Quarter of the Southeast Quarter of Section 14, Township 17, Range 11 East, W.M., Deschutes County, Oregon, described as follows: Commencing at the Southwesterly corner of the parcel depicted as tax lot 13600 on a survey for boundary line adjustment, recorded as certificate of survey number 16888; thence North 01 °21'50" West along said adjusted property line 82.01 Feet; thence North 09°27'39" West along said property line 117.56 Feet; thence North 18 ° 28' 15" West along said property line 83.99 Feet; thence North 54026'30" West on a random line 245.35 Feet to the true point of beginning: thence South 53 ° 2546" West, a distance of 30.00 feet; thence North 36 ° 34' 14" West, a distance of 40.00 feet; thence North 53 ° 25'46" East, a distance of 30.00 feet; thence South 36 ° 34' 14" East, a distance of 40.00 feet to the said true point of beginning. Containing 1200 square feet or 0.0275 acres, more or less. SUBJECT TO: Existing rights -of -way and easements of record and or appearing on said above described parcel. END OF DESCRIPTION Prepared by this office: Ward Surveying, LLC TOWER SITE (As Surveyed) That portion of tax lot 1200 lying in the Southwest Quarter of the Southeast Quarter and the Southeast Quarter of the Southeast Quarter of Section 14, Township 17, Range 11 East, W.M., Deschutes County, Oregon, described as follows: Commencing at the Southwesterly corner of the herein described shelter site: thence South 87045'31" West 27.85 Feet to the true point of beginning: thence South 18 ° 03'40" West, a distance of 30.00 feet; thence North 71 ° 56'20" West, a distance of 30.00 feet; thence North 18 ° 03'40" East, a distance of 30.00 feet; thence South 71 ° 56'20" East, a distance of 30.00 feet to the said true point of beginning. Containing 900 square feet or 0.021 acres, more or less. SUBJECT TO: Existing rights -of -way and easements of record and or appearing on said above described parcel. END OF DESCRIPTION Prepared by this 6ffice: Ward Surveying, LLC That portion of tax lot 1200 lying in the Southwest Quarter of the Southeast Quarter and the Southeast Quarter of the Southeast Quarter of Section 14, Township 17, Range 11 East, W.M., Deschutes County, Oregon, Also together with an easement for utilities and waveguide 10 Feet in width, extending from the Southwesterly boundary of the herein described shelter site site to an existing power vault known as number 23057 75, the centerline of said easement described as follows: Commencing at the Southwesterly corner of the herein described shelter site: thence North 36 ° 34' 14" West along the Southwesterly line of the described site 18.32 Feet to the true point of beginning: thence South 04038'55" West, a distance of 40.55 feet to a point hereinafter referred to as point "A"; thence South 04038'55" West, a distance of 24.55 feet; thence South 39049'27" West, a distance of 93.20 feet to the above said power vault and to the point of terminus of said easement. Also together with an easement 10 Feet in width beginning at the aforesaid point "A"; thence North 60 ° 28' 11 " West, a distance of 21.01 feet to the Easterly boundary of the above described tower and the point of terminus. Sidelines extend to shelter and tower. Containing 1583 square feet or 0.0363 acres, more or less. SUBJECT TO: Existing rights -of -way and easements of record and or appearing on said above described parcel. END OF DESCRIPTION Prepared by this office: Ward Surveying, LLC RE STEREO ZOFESSIONAL NO SURVEYOR W • OREGON DECEMBER 03, 2014 CLINTON S. WARD 88575 RENEWS: 06-30-2022 WARD SURVEYING, LLC clintsward@gmail.com (541)480-1106 60626 Bozeman Trail Bend, Or. 97702 JOB ADDRESS: 63225 LOOKOUT DR. Bend, Dr. 97701 DATE: 08/20/2021 SHEET: 4 of 4