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HomeMy WebLinkAboutSurvey 203645/8"REBAR WITH YPC 'DEA" <CS13247> 50.00' 50.00' 50.00' OFFSET FROM A 2' 400' CENTERLINE SPIRAL CURVE L=65.19'(R1,M)l CH=NO1'46'01 "W 65.20' (� N01'41'24"W 65.19'(R1) RECORD OF SURVEY PORTION OF LOT 1, LOT 2, LOT 3, ADJUSTED LOT 4, ADJUSTED LOT 5, WESTSIDE VILLAGE LOCATED IN THE NORTHEAST QUARTER OF SECTION 6, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OREGON NOVEMBER 12, 2020 5/8"REBAR 5/8"REBAR WITH YPC TL181206A000801 WITH YPC EA" STATUTORY WARRANTY DEED ,DEA" <CfV (2018-17868) <CS12395> 98.76'(R4) 99.07' 60.00'(R4,H) NC, 3 ^ - - - - - - - - - - - x = N89'48;06�E 159.07; LO.� o � N89'48 06 E 158.76 (R4)Of = o O LO i• z r, rn N89'54'13"E 157.85'(R1) 0i N89'48'06"E 157.96' 141.27' 140.92' (R1) I LOT 3 cc uj S89'58 45 W 135.35 (R1) S89'55'29"W 135.64' 0 }.. 90 , OOoJ & Z W .. = U � o: 00 n V to 3 M U � LOT 2 0 z _i16.68'(R4,H) I i I 1 1 a r I 1 1 I � � I N N I LO Lo I 1 I I i 1 i 00 M 00 N I I I I /1 r a� I I I I I 1 rno i M 1 M rr I 1 I 1 1 I I I TL181206A000908 5/8"REBAR STATUTORY SPECIAL WARRANTY DEED (2017-20529) WITH YPC 'HWA" S89'20'01 "E 421.30'(R4,H) <R1> N M c� rn _) 0 z Q J a z 0 Q o_ r J W U Q ADJUSTED LOT 4 BARGAIN AND SALE DEED 0) � M INSTRUMENT NO.2018-36269 00 ui W W W 0 1n N N r'M 000 000 (nV)V) N89'53'39"E 388.45'(R4,H) coo \�1 S89'58'45"W 119.49(R1) co S89'55'29"W 119.69'to 1 .. ADJUSTED LOT 5 50.09 50 00 PT. LOT 1 o BARGAIN AND SALE DEED .•.r - INSTRUMENT NO.2018-36269 i 0_ of N89'57'56"W " N00'00 00 E 00 - 7 11.29'(R2) 9.20'(R2) *4 c' I I N89'5828"W N00'00'32"W 00 00 I 11.29' 9.20' I t �= I'l -------------------- 250.04'(R4,H)----------------- 71.93'(R2,H) 39.47' / 242.04' 8.00' t 5/8"REBAR WARRANTYDEED o WITH YPC INSTRUMENT NO.2002-60965(R2) c 'HWA" v <R 1> ' o 0 0 S89'58'17"W 361.44' N89'58'27"W 361.28'(R1) b 0 co SIMPSON AVENUE S:\Land Projects\171101-210 SW Century\dwg\ALTA 2020\171101-ROS2.dwg Nov 12, 2020 - 12:25pm 0 0 0 CORNER FALLS ON WATER METER BOX REFERENCEDAS SHOWN C3 C1 w .im SURVEYOR'S NARRATIVE WE WERE RETAINED BY THE OWNER, FORUM WESTSIDE, LLC TO COMPLETE AN ALTA/NSPS TITLE SURVEY WHICH INCLUDED MONUMENTING PROPERTY CORNERS. THE BOUNDARIES OF THE SUBJECT PARCELS WERE RETRACED AND ESTABLISHED BY HOLDING RECOVERED MONUMENTATION AND RECORD GEOMETRY PER THE BELOW RECORD REFERENCES. THE CENTERLINE OF CENTURY DRIVE WAS ESTABLISHED BY HOLDING THE POSITION PER THE "CONTROL, RECOVERY AND RETRACEMENT MAP" (R3), COMPLETED BY THIS OFFICE. THIS CENTERLINE WAS THEN OFFSET 50.00 FEET EASTERLY TO ESTABLISH THE EAST RIGHT OF WAY LINE OF CENTURY DRIVE, WHICH IS THE WEST LINE OF LOTS 1-3. THE SOUTHWEST PORTION OF LOT 1 WAS ESTABLISHED BY HOLDING RECORD COURSES AND A CURVE PER WARRANTY DEED (R2). THE CORNER MONUMENTS REPORTED HEREON WHICH WERE MONUMENTED PER THE RECORD OF SURVEY FILED AS CS19750 (R4) COMPLETED BY THIS OFFICE WERE FOUND TO BE DESTROYED BY CONSTRUCTION. THESE CORNER WERE RE-MONUMENTED AT THE POSITION REPORTED ON CS19750 (R4). THE CORNER MONUMENTS REPORTED TO BE FOUND PER CS19750 (R4) WERE RE -TIED THIS SURVEY AND AGREE WITH THOSE REPORTED ON CS19750 WITH THE EXCEPTION OF THE MONUMENT AT THE SOUTHEAST CORNER OF ADJUSTED LOT 4. THIS MONUMENT WAS FOUND TO BEAR BEARS N14*11'18"E 0.46' FROM THE POSITION REPORTED ON CS19750 (R4). I BELIEVE THIS IS DUE TO THE TOP 6" OF THIS MONUMENT BEING BENT TO THE SOUTHWEST AND THE POSITION REPORTED ON CS19750 IS MOST LIKELY THE TOP. 1 HAVE USED THE POINT OF ENTRY INTO THE GROUND OF THIS MONUMENT FOR THE POSITION OF THE SOUTHEAST CORNER OF ADJUSTED LOT 4. BY HOLDING THIS POSITION THE DISTANCE OF THE EAST LINE AGREES WITH THE PLAT OF WESTSIDE VILLAGE WITHIN A 0.02'. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM AS DETERMINED BY GPS OBSERVATIONS USING THE OREGON REAL-TIME GNSS NETWORK (ORGN). RECORD REFERENCES (R1) WESTSIDE VILLAGE: BY DAVID R. WILLIAMS; RECORDED MAY 5, 1997 IN CABINET D AT PAGE 375; FILED MAY 8, 1997 AS CS12924. (R2) WARRANTY DEED: RECORDED NOVEMBER 1, 2002 AS INSTRUMENT NO.2002-60965. (R3) CONTROL, RECOVERY AND RETRACEMENT MAP: BY JOHN A. McCOY; FILED AUGUST 8, 2017 AS CS19425. (R4) RECORD OF SURVEY: BY PATRICK G. COLE; FILED SEPTEMBER 25, 2018 AS CS19750. LEGEND PROJECT BOUNDARY PARCEL INTERIOR LINES 0 10 25 50 75 100 150 RIGHT OF WAY CENTERLINE won ADJACENT PROPERTY LINE SCALE: 1" = 50' ------ SURVEY TIE/INFORMATIONAL LINE • RECOVERED MONUMENT AS NOTED ® SET 5/8" REBAR WITH YELLOW PLASTIC CAP "HWA" QQ SET 5/8" REBAR WITH YELLOW PLASTIC CAP "HWA" IN POSITION PER CS19750 (R4), SEE NARRATIVE SET 5/8" REBAR WITH RED PLASTIC CAP "HWA REF MON" O COMPUTED POSITION, NOTHING FOUND OR SET (R) RECORD BEARINGMISTANCE PER REFERENCES (H) HELD RECORD BEARING/DISTANCE PER REFERENCES (P) PROPORTIONED DISTANCE THIS SURVEY C# CURVE NUMBER (SEE TABLE) < > ORIGIN OF RECOVERED MONUMENT YPC YELLOW PLASTIC CAP "MARKED" 5/8"REBAR <R1> :on CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD Cl 172.88' 302.00' 32'47'56" 88.88' S73'34'19"W 170.53' Cl (R4) 172.88' 302.00' 32'47'56" 88.88' S73'37'19"W 170.53' C2 29.15' 302.00' 5'31'51" 14.59' S59'56'16"W 29.14' C2(R4) 29.16' 302.00' 5'31'55" 14.59' S59'56'18"W 29.15' C3 143.73' 302.00' 27016'05" 73.25' S76'20'14"W 142.37' C3(R4) 143.72' 302.00' 27'16'01" 73.25' S76'20'16"W 142.37' C4 99.80' 67.00' 85'19'39" 61.76' N48009'21 "W 90.82' C4(R2) 99.80' 67.00' 85'20'29" 61.76' N48'08'41 "W 90.82' C5 329.09' 5679.58' 3019'12" 164.59' NO3'44'15"W 329.05' C6 14.91' 5679.58' 0'09'02" 7.46' N05'19'20"W 14.91' C7 227.1 V 5679.58' 2017'30" 113.60' N04006'04"W 227.16' C7(R1) 227.07' 5679.58' 2*17'26" 113.55' N04'01'28"W 227.05' C8 87.00' 5679.58' 0'52'40" 43.50' NO2'30'59"W 87.00' C8(R1) 87.15' 5679.58' O'52'45" 43.58' NO2'26'22"W 87.15' I %- kl-Z0 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON SEPTEMBER 17, 2018 BENJAMIN J. HRON 92723 EXPIRES: 6/30/2021 4 NAO k CIVIL ENGINEERING I SURVEYING I PLANNING 62930 O.B. RILEY ROAD. STE. 100, BEND, OR 97703 PH: (541)389-9351 I FAX: (541)388-5416 WEB: WWW.HWA-INC.ORG SHEET 1 OF 1 N CD On DECCHUTES COUNTY SURVEYOR � 2 0 3 6 h FILEDFILED !l l3A02.0 BY: _.�1M'►