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HomeMy WebLinkAboutSurvey 20899�\oG1 Curve Table Curve Radius Length Chord Bearing Delta Cl(M) 50.00 42.72 41.43 S24'35'53"E 48'57'08' C1(R1) 50.00 42.72 41.43 S24'28'30'E 48'5659' C2(M) 25.00 18.69 18.26 S62'09'09W 42'50'00" C2(R1) 25.00 18.69 18.25 S62'28'01'W 42'50w, C3(M) 50.00 73.04 66.71 S41'43'21'W 83*41'36" C3(Rt) 50.00 73.20 66.84 S41'56'31"W 8353'01" C4(M) 50.00 32.34 31.78 N30'32'42W 37'03'26" C5(M) 50.00 3930 38.30 N71'35'30'W 45'0709' C5(R1) 50.00 39.30 38.30 S71'28'04"E 45-02,09, C6(M) 1 50.00 10.38 10.36 N6'04'13W 11'53w, \ Held 5/8" Rebar with cap marked "OMAN" Per (R3) ' \ �96 6 LOT 8 'YL ti9� 2 'E LOT 9 LOT 7 PRIOR ADJUSTED LINE NO.00-24 /.) /1�L`ryl e��,�0 Held 5/8" Rebar with cap marked "OMAN" cj Per (R3) 16 I0 18-12-07BB/� TL 3500 LOT 10 0 0 / n / / / Before: 33,785 Square Feet t N o / f After: 30,829 Square Feet � S6/0tf (Vol. 2022, Pg.30793) 341'48"W 65.15'(M) / /'e-S63'31'20'1N 68.64'(R2) S63'41'48'V 8.63'(M) YI ADJUSTED LINE LOT 8 � ��� SS S50'47'52"E 29.91'(M) �52"E79 3Held 1/2" Rebar with No Cap I S80'S3'S2"E _ _ Per (RI) / 18- 3 oOBB S8034'30"E 210,83"(R1) _♦% LOT 11 Before: 19,429 Square Feet LINE TO BE c2 After: 22,385 Square Feet ADJUSTED / (Vol. 2022, Pg. 30794) N>3.5g1'17•E 270.68 (R4 0 N40'44'09"E 70.63'(M) ��r��\26j69"(R1) o 1 .� N41'03'01"E 70.30'(R1) 8`\M� N41'07'33"E 70.51'(R4) _Held 5/8" Rebar with Cap Per (R1Rl ) NV O `\ ' \ Held 5/8" with Car I LOT 12 Per (R1R1 ) � I " � I I i i I I I I I I I i i I I I I i i I / Held 1/2" Rebar I j with No Cap Per (R1) 1 I 1 �-- 60' ---�� I I1 Q 1 I O I ix 1 I / I w I w ^�1 U > 1 Q - ornI^_ 1- I co Z I N /o O IDo � Of I L I� I IMF F- I O Z W I gl� I V I 13 0 M I in IN I I 1� I � I 1 I I I I i i I Held 1/2" Rebar I � with No Cap ' Per (R1) I I I ' I i i I I i i i I i I PROPERTY LINE ADJUSTMENT PLPLAM20220091 AUGUST, 2022 LOTS 10, AND 11, BLOCK 4, WEST RIDGE, LOCATED IN THE NW 1/4 OF SECTION 7, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OREGON SURVEYOR'S CERTIFICATE: I, Robin Michael Tye, a Registered Professional Land Surveyor No. 65719 in the State of Oregon, do hereby certify that I or those under my direct supervision 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 Low. SURVEYOR'S NARRATIVE: The purpose of this survey was to adjust and monument the common line between Lots 10, and 11, Block 4, West Ridge, City of Bend, Deschutes County, Oregon, currently described in Document No. 2020-40379, and 2021-6175, Deschutes County Official Records. The Basis of Bearings is a line between the monuments found on the East line of said Lots 10 and 11. Control for this survey was based on referenced surveys hereon. All found monuments were held in their found position for this survey. I then adjusted the common property line between said Lots as requested by our client. Monuments found and set during the course of this survey are as shown on the subjoined survey map. LEGEND • = HELD 5/8" IROD ROD WITH CAP MARKED "SCE&S" PER (R2) O = SET 5/8" IRON ROD WITH CAP MARKED "SCE&S", UNLESS NOTED OTHERWISE (R1) = WEST RIDGE BY L. KENNEDY (CS 10536) (R2) = LOT LINE ADJUSTMENT BY R. KARL (CS 14022) (R3) =BOUNDARY SURVEY BY R. OMAN (CS10539) (R4) = LOT LINE ADJUSTMENT BY M. HOFFMAN (CS 16459) (M) = Measured DESCHUTES COUNTY SURVEYOR FM �$ i ti2z. By. Ca l l i ns SCALE.1 "=40' 6-Z3-ZOZZ REGISTERED PROFESSIONAL LAND SURVEYOR / OREG JUNE 13, 2008 ROBIN MICHAEL TYE 65719 RENEWS:06/30/2024 PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882 CS 20899 CLIENT: GILLET W.O. # 9750-04 PLATE ONE OF ONE