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Home My WebLink AboutSurvey 213890 20 40 80 120 160 240 SCALE: 1" = 80' RECORD OF SURVEY LOCATED IN THE EAST HALF (E 112) OF SECTION 22, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OREGON AUGUST 2024 NARRATIVE DBc � �-� MAIN CANAL NORTH UN FD. 5/8" REBAR W/YPC o Sss443 FD. 1/2" REBAR WITH MARKED 'W&H PACIFIC,DBC 4"F 29 YPC COLLAR, HELD HELD POSITION PER (0) 0 6 LOT 3 LOT 4 8 � 0 58a m27225 o E 5gg.47 ( 2 ' �r 4) N6S 42,/32 IV N- 9•15' 36 _ N �6S 44 S� 30 99 . 664q ;3 `34 "W 3 07 9 ,(8�� 6.24' (m,r4) N6S 44 ��3 yy 3>3 �� 99 ( r9) � 3A \ FD. 5/8" REBAR W/YPC 3 4�,' r8) O MARKED "OMAN PLS 702" 6S 44 �) 6S • N6S 2, 73 44 3� ,tk kk '14.4 80 41 � 96' "(9 0' h STO�eB11i' I I 0 / Ay NS F L WE WERE RETAINED BY TRINITY LUTHERAN CHURCH TO MONUMENT THE BOUNDARIES OF THE SUBJECT PROPERTY AS DESCRIBED IN WARRANTY DEED BK 161, PG 647, AND BARGAIN AND SALE DEED BK 354, PG 1674, EXCEPTING THEREFROM RIGHT OF WAY DESCRIBED IN DEDICATION DEEDS (d1), (d2) AND (d3). 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) AND A TRIMBLE CALIBRATION USING PUBLISHED COORDINATES FOR CENTRAL OREGON COORDINATE SYSTEM CONTROL POINTS. A CONTROL, RECOVERY AND RETRACEMENT MAP FOR THE EMPIRE CORRIDOR IMPROVEMENTS PROJECT WAS FILED BY THIS OFFICE MAY 3, 2018 AS CS19640 (0) WHICH RETRACED THE RIGHT OF WAYS OF EMPIRE AVE AND BUTLER MARKET ROAD FRONTING THE SUBJECT PROPERTY. SOME MONUMENTS PER THAT SURVEY HAVE BEEN DESTROYED BY SUBSEQUENT ROAD CONSTRUCTION AND TIES TO THOSE MONUMENTS PER CS19640 WERE USED WHERE APPLICABLE. THE RIGHT OF WAY OF EMPIRE AVE WAS ESTABLISHED PER DEDICATION DEED 2019-32183 (d2) AND DEDICATION DEED 2020-15362 (d3). MONUMENTS WERE FOUND AND HELD PER LOT LINE ADJUSTMENT BY RAY OMAN IN CS11722 (r4) AND PER PARTITION PLAT NO. 2007-74 (CS17575) TO ESTABLISH THE WESTERLY R/W LINE. THIS ALIGNMENT FITS THE MONUMENT FOUND PER CANAL COMMONS (r8) ON THE EASTERLY R/W LINE. WHERE MONUMENTS WERE NOT FOUND RECORD DATA WAS USED TO MAINTAIN THE RECORD GEOMETRY PER (d2) AND (d3). THE RIGHT OF WAY OF BUTLER MARKET ROAD RETRACED PER THIS SURVEY WAS ESTABLISHED BY HOLDING THE MONUMENTS FOUND ALONG THE CENTERLINE PER THE RIGHT OF WAY MAP BY TOM BLUST OF DESCHUTES COUNTY PUBLIC WORKS, CS11963 (6). THE CENTERLINE WAS OFFSET ITS FULL MEASURE OF 40 FEET TO ESTABLISH THE ORIGINAL LOT 2 NORTHERLY R/W LINE AND ADDITIONAL R/W WAS ESTABLISHED PER DEDICATION DEED 201740560 (d1). CANAL COMMONS THE NORTHERLY LINE OF THE SUBJECT PROPERTY, COINCIDENT WITH THE SOUTHERLY LINE OF THE NORTH UNIT CANAL, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENT BY OMAN PER (r4) AT THE NORTHWEST CORNER OF THE SUBJECT PROPERTY AND THE FOUND 1/2" IRON ROD TO THE NORTHEAST PER WARRANTY DEED BK 161 PG 647. A NEW MONUMENT WAS SET AT THE INTERSECTION WITH THE WESTERLY R/W LINE OF EMPIRE AVE. THE WESTERLY LINE OF THE SUBJECT PROPERTY WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT THE NORTH AND SOUTH ENDS, WITH A NEW MONUMENT BEING SET AT ITS INTERSECTION WITH THE NORTH R/W LINE PER DEDICATION DEED 2017-40560 (0). FD. 5/8" REBAR W/YPC MARKED "WOOD 88682" a .�� LOT 1 pp CANAL COMMONS 00 \ 0 o C2 0 0 cM N O O O O N N FD. 5/8" REBAR, N NO CAP, HELD EXISTING FENCE FALLS - 14VOWESTERLY 0.5'-1.5' OF o o PROPERTY LINE (VARIES) QR$ '0 vF w 6,Q LOT 13 TL300 TL200 (WARRANTY DEED, BK. 161, PG. 647) (BARGAIN AND SALE DEED, BK. 354, PG. 1674) LOT 3 CANAL COMMONS O � � OHO LOT 12 02 �0� RECORD REFERENCES (rl) MINOR LAND PARTITION MP-81-83 BY JOHN EATON, SURVEY NO. CS02675. (r2) BOUNDARY SURVEY BY RAY OMAN, SURVEY NO. CS02685. (r3) PLAT OF "STONEBROOK, PHASE II" BY PHIL BALDNER, SURVEY NO. CS11349. (r4) PROPERTY LINE ADJUSTMENT BY RAY OMAN, SURVEY NO. CS11722. (r5) RIGHT OF WAY MAP OF BUTLER MARKET ROAD BY TOM BLUST, SURVEY NO. CS11963. (6) PLAT OF "STONEBROOK, PHASE III" BY PHIL BALDNER, SURVEY NO. CS12201. (r7) CONTROL, RECOVERY AND RETRACEMENT MAP BY PATRICK COLE, SURVEY NO. CS19640. (r8) PLAT OF "CANAL COMMONS" BY MICHAEL WOOD, SURVEY NO. CS20005. (r9) BOUNDARY SURVEY BY DIRK DURYEE, DESCHUTES COUNTY SURVEY NO. CS21124. (dl) DEDICATION DEED, INST. NO. 2017-40560, DESCHUTES COUNTY OFFICIAL RECORDS. (d2) DEDICATION DEED, INST. NO. 2019-32183, DESCHUTES COUNTY OFFICIAL RECORDS. (0) DEDICATION DEED, INST. NO. 2020-15362, DESCHUTES COUNTY OFFICIAL RECORDS. LEGEND PROPERTY BOUNDARY — CENTERLINE — — SECTION LINE TAX LOT LINE (INFORMATIONAL ONLY) FOUND MONUMENT (AS NOTED) DBC FOUND MONUMENT (AS NOTED) DESTROYED BY CONSTRUCTION ® SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA" o COMPUTED POINT- NOTHING FOUND OR SET (m) MEASURED BEARING/DISTANCE (r) or (d) RECORD BEARING/DISTANCE PER REFERENCES YPC YELLOW PLASTIC CAP REGISTERED PROFESSIONAL LAND SURVEY01 OREGON JULY 10, 2007 PATRICK GAGE COLE 79157 . EXPIRES: 12/31/25 oft l0sljoll its �c-0 ! 13Y.04 14 )00 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 2 IS: \Land Projects\240607-Trinity Lutheran ALTA\dwg\240607-ROS.dwg Sep 15, 2024 - 1: 05pm CS 2 1189- RECORD OF SURVEY 0 20 40 80 120 160 240 LOCATED IN THE EAST HALF (E 1/2) OF SECTION 22, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., SCALE: 1" = so' CITY OF BEND, DESCHUTES COUNTY, OREGON AUGUST 2024 NORTH rv. Rio nwr+r, new FOR PROPERTY LINE FD. 2 1/2" ALUMINUM CAP, UNREADABLE, HELD LEGEND • DBC PROPERTY BOUNDARY CENTERLINE SECTION LINE TAX LOT LINE (INFORMATIONAL ONLY) FOUND MONUMENT (AS NOTED) FOUND MONUMENT (AS NOTED) DESTROYED BY CONSTRUCTION SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA" COMPUTED POINT- NOTHING FOUND OR SET MEASURED BEARING/DISTANCE RECORD BEARING/DISTANCE PER REFERENCES YELLOW PLASTIC CAP S76'35'22"W 50.00'(m) % FD. 2 1/2" ALUMINUM CAP MARKED "LS 2140", DBC, HELD POSITION PER (0) C� w 1 'Ps 1fn 1 � / 1 Q 5 1 fro . p0 DESCHUTIP kl()tjM- SMVEYOR � I w BY. W D meow" 4UM r-- ILE, CV 07 A�/Z+ TION REGISTERED PROFESSIONAL/ LAND SURVEYOR CURVE TABLE CURVE DISTANCE RADIUS DELTA CHORD Cl 480.23' 859.90' 31'59'53" S49'44'38"E 474.01' C2 197.16' 859.90' 13*08'14" N59'10'27"W 196.73' C2(r4) 196.67' 859.90' 13*06'15" N59'05'37"W 196.24' C3 283.06' 859.90' 18'51'39" N43'10'31 "W 281.79' C4 61.13' 350.00' 10*00'23" S34'03'14"W 61.05' C5 205.81' 412.00' 28'37'16" S43'21'41"W 203.67' C5(d1) 205.81' 412.00' 28'37'16" S43'18'54"W 203.67' C6 475.17' 1095.92' 24'50'33" S70'05'36"W 471.46' C6(d1) 475.17' 1095.92' 24'50'32" S70'07'01 "W 471.46' C7 164.95' 959.90' 9'50'45" N60'49'12"W 164.75' C7(r8) 164.87' 959.90' 9'50027" N60'46'59"W 164.67' C7(r9) 164.87' 959.90' 9'50'28" N60'48'51 "W 164.67' C8 877.63' 1145.92' 43'52'53" N68'3734"E 856.34' C8(r7) 877.63' 1145.92' 43'52'53" N68'37'34"E 856.34' C8(r5) 877.51' 1145.92' 43'52'30" N68'37'13"E 856.22' C9 832.42' 909.90' 52'25'00" S39'32'04"E 803.69' C9(r7) 832.42' 909.90' 52'25'00" S39'32'04"E 803.69' C9(d2) 832.42' 909.90' 52'25'00" S39'32'02"E 803.69' OREGON J U LY 10, 2007 PATRICK GAGE COLE 79157 EXPIRES: 12/31/25 4 NAO k CIVIL ENGINEERING I SURVEYING I PLANNING 62930 O.B. RILEY ROAD, STE. 100. BEND. OR 97703 PH: (541)389-9351 1 FAX: (541)388-5416 WEB: WWW.HWA-INC.ORG SHEET 2 OF 2 t IS: \Land Projects\240607-Trinity Lutheran ALTA\dwg\240607-ROS.dwg Sep 15, 2024 - 1: 05pm CS 2 1189-