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HomeMy WebLinkAboutSurvey 21510CONTROL, RECOVERY AND RETRACEMENT SURVEY FOR PORTIONS OF CANAL BLVD AND BADGER AVE LOCATED IN THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 30, TOWNSHIP 15 SOUTH, RANGE 13 EAST, W.M., CITY OF REDMOND, DESCHUTES COUNTY, OREGON MARCH 2025 NARRATIVE THE PURPOSE OF THIS SURVEY IS TO PERFORM A CONTROL, RECOVERY AND RIGHT OF WAY RETRACEMENT PURSUANT TO ORS 209.155 FOR THE CITY OF REDMOND'S FUTURE ROUNDABOUT IMPROVEMENT PROJECT AT THE INTERSECTION OF CANAL BLVD AND BADGER AVE. 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. NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THE MONUMENTS SHOWN HEREON RELATIVE TO RECORD PROPERTY LINES OTHER THAN THE LOCATION AT WHICH THEY WERE FOUND PER THIS SURVEY. RIGHT OF WAY WIDTHS SHOWN WERE DETERMINED FROM SURVEYS, PLATS AND DEDICATION DEEDS OF RECORD. CANAL BLVD WAS ESTABLISHED AS FOLLOWS: CANAL BLVD WAS ORIGINALLY ESTABLISHED AS "THE DALLES-CALIFORNIA HIGHWAY" BY ORDER OF ESTABLISHMENT IN COMMISSIONER'S JOURNAL 1, PAGES 242-249, DATED MARCH 26, 1920, AS A 60 FOOT RIGHT OF WAY. OREGON STATE HIGHWAY DEPARTMENT DRAWING NO.2B-18-4 DATED JUNE 1, 1919, REFERRED TO THIS ROAD AS "THE DALLES-CALIFORNIA HIGHWAY". THE DRAWING WAS LATER REVISED TO CHANGE THE TITLE TO "COUNTY ROAD" AND ADDED THE STATEMENT "THIS ROUTE ABANDONED AS STATE HIGHWAY JULY 29, 1937". NO CENTERLINE OR RIGHT OF WAY MONUMENTS FROM THE 1919 SURVEY WERE FOUND NOR HAVE THERE BEEN ANY REPORTED AS FOUND OR SET ON ANY OTHER SURVEYS OF RECORD FOR THIS SECTION OF CANAL BLVD. MONUMENTS FOUND PER SURVEYS OF RECORD WERE HELD TO CREATE A BEST FIT FOR THE CENTERLINE OF CANAL BLVD. AND RIGHT OF WAY LINES WERE OFFSET FROM THIS ALIGNMENT PER DEDICATIONS OF RECORD. BADGER AVE WAS ESTABLISHED AS FOLLOWS: THE CENTERLINE ALIGNMENT FOR BADGER AVE WEST OF CANAL BLVD WAS CREATED BY HOLDING FOUND MONUMENTS ALONG THE R/W LINES PER CS20557 (r8). THIS SECTION OF RIGHT OF WAY WAS ESTABLISHED PER DEED OF DEDICATION 2018-5084 AS A 60 FOOT WIDE R/W AND MONUMENTED PER CS20557. THE CENTERLINE WAS NOT MONUMENTED PER SAID SURVEY AND NO CENTERLINE WAS SHOWN PER SAID DEED. THE R/W LINES WERE HELD AND OFFSET 30 FEET TO CREATE THE CENTERLINE ALIGNMENT. FOR THE PORTION OF BADGER AVE EAST OF CANAL BLVD, MONUMENTS WERE FOUND AND HELD PER CS20230 (r7) AND CS21283 (r9) FOR THE RIGHT OF WAY LINES. THIS SECTION OF BADGER AVE WAS ESTABLISHED BY DEDICATION DEEDS 2019-35822, 2019-35828 AND 2019-35844. THE CENTERLINE FOR THIS PART OF BADGER AVE HAS NOT BEEN MONUMENTED SO THE R/W LINES WERE HELD AND OFFSET 30 FEET TO CREATE THE CENTERLINE ALIGNMENT. RECORD REFERENCES (rl) MINOR PARTITION NO. MP-89-09 BY ROBERT POVEY, SURVEY NO. CS01393. (r2) MINOR PARTITION NO. MP-83-9 BY ROBERT POVEY, SURVEY NO. CS01394. (r3) PARTITION PLAT NO. 1999-28 BY JERRY STICHLER, SURVEY NO. CS13687. (r4) RECORD OF SURVEY BY DAVID WILLIAMS, SURVEY NO. CS17100. (6) RECORD OF SURVEY BY HAYES McCOY, SURVEY NO. CS19063. (r6) 'TRIPLE RIDGE, PHASE 1" BY HAYES McCOY, SURVEY NO. CS19291. (r7) PROPERTY LINE ADJUSTMENT BY ERIK HUFFMAN, SURVEY NO. CS20230. (r8) RECORD OF SURVEY BY JASON SIMES, SURVEY NO. CS20557. (r9) "WESTMOUNT CONDOMINIUM" BY JOHN HAGLUND, SURVEY NO. CS21283. (00) PARTITION PLAT NO.2024-17 BY JASON SIMES, SURVEY NO. CS21342. (dl) DECLARATION OF DEDICATION, VOL. 135, PG. 1926, INST. NO. 1986-21958, O.R. (d2) DECLARATION OF DEDICATION, VOL. 189, PG. 1310, INST. NO. 1989-19215, O.R. (0) DEED OF DEDICATION, INST. NO.2018-5084, O.R. (d4) DEED OF DEDICATION, INST. NO.2019-35822, O.R. (d5) DEED OF DEDICATION, INST. NO.2019-35828, O.R. (d6) DEED OF DEDICATION, INST. NO.2019-35844, O.R. (0) DEED OF DEDICATION, INST. NO.2023-4472, O.R. SHEET INDEX SHEET 1: NARRATIVE, FOUND MONUMENT TABLES, CONTROL POINT TABLE, SURVEY REFERENCES SHEET 2: SURVEY MAP, LEGEND, CURVE TABLES FOUND MONUMENTS - CANAL BLVD POINT NORTHING EASTING STATION OFFSET DESCRIPTION 200 451,267.2140' 3,318,567.4560' 15+11.71 70.451 1/2" IR, NO CAP, BENT, TIED AT POE 214 451,108.4870' 3,318,438.7690' 13+23.48 49.961 5/8" IR W/YPC "H.A. McCOY ENGR" 217 451,344.0070' 3,318,747.0670' 16+91.29 45.091 5/8" IR, NO CAP, BENT, TIED AT POE 218 451,508.7120' 3,319,132.0160' 21+10.00 44.911 5/8" IR W/YPC "LS2527" 219 451,256.6130' 3,318,784.5490' 16+91.17 50.00'R 5/8" IR W/OPC "BECON" 222 450,851.4830' 3,318,242.3230' 10+00.00 50.181 5/8" IR W/YPC "H.A. MCCOY 65686LS" 226 451,392.5520' 3,319,101.8930' 20+36.57 50.00'R 5/8" IR W/OPC "BECON" 230 451,048.3020' 3,318,518.7680' 13+24.18 50.15'R 5/8" IR W/OPC "HHPR INC" 231 451,000.1230' 3,318,481.9370' 12+63.54 50.10'R 1-1/8" COPPER DISK "HHPR INC" 232 451,100.2760' 3,318,562.5950' 13+97.23 50.10'R 1-1/8" COPPER DISK "HHPR INC" 300 450,851.3578' 3,318,254.9124' 10+07.54 40.101 5/8" IR W/YPC "H.A. McCOY 65686LS", DBC 301 450,850.7555' 3,318,355.2191' 10+67.92 40.00'R 1/2" IP, NO CAP, DBC 302 450,850.9322' 3,318,367.6688' 10+75.61 49.79'R 5/8" IR WNPC "H.A. McCOY 65686LS", DBC 303 451,054.4063' 3,318,510.6589' 13+24.11 40.00'R 3/4" IP W/YPC "POVEY & ASSOC.", DBC 304 451,265.8118' 3,318,780.6620' 16+91.26 40.01'R 5/8" IR W/YPC "HWA", DBC 305 451,339.3217' 3,318,749.0614' 16+91.28 40.001 3/4" IP W/YPC "POVEY & ASSOC.", DBC 306 451,401.8016' 3,319,098.0302' 20+36.66 39.98'R 5/8" IR W/YPC "HWA", DBC FOUND MONUMENTS - BADGER AVE WEST POINT NORTHING EASTING STATION OFFSET DESCRIPTION 201 451,487.5090' 3,318,136.1490' 6+25.89 30.04'R 5/8" IR W/YPC "H.A. McCOY ENGR" 203 451,485.0390' 3,318,142.4120' 6+19.16 29.98'R 5/8" IR W/YPC "H.A. McCOY ENGR" 205 451,429.1050' 3,318,120.8130' 6+19.25 1 29.981 5/8" IR W/YPC "H.A. MCCOY ENGR" 207 451,404.2410' 3,318,185.4480' 5+49.99 29.99'L 5/8" IR W/YPC "H.A. McCOY ENGR" 208 451,460.2420' 3,318,207.0640' 5+49.91 30.03'R 5/8" IR W/YPC "H.A. McCOY ENGR" 211 451,350.5800' 3,318,382.3360' 3+52.81 30.03'R 5/8" IR W/YPC "H.A. McCOY ENGR" 212 451,313.7680' 3,318,333.4540' 3+64.67 30.00'L 5/8" IR W/YPC "H.A. McCOY ENGR" 213 451,219.4510' 3,318,438.7870' 2+23.28 30.001 5/8" IR W/YPC "H.A. McCOY ENGR" 215 451,299.9470' 3,318,438.8270' 2+76.95 29.99'R 5/8" IR W/YPC "H.A. McCOY ENGR" FOUND MONUMENTS - BADGER AVE EAST POINT NORTHING EASTING STATION OFFSET DESCRIPTION 220 451,045.2090' 3,318,699.9210' 6+86.06 30.051 518" IR W/OPC "BECON" 221 451,003.3260' 3,318,656.9070' 6+86.09 29.99'R 5/8" IR W/OPC "BECON" 227 450,976.8520' 3,318,682.6430' 7+23.01 30.00'R 5/8" IR W/OPC "HHPR INC" 228 450,999.4120' 3,318,660.7450' 6+91.57 29.97'R 5/8" IR W/OPC "HHPR INC" 232 451,100.2760' 3,318,562.5950' 5+50.84 30.00'R 1-1/8" COPPER DISK "HHPR INC" CONTROL POINT TABLE POINT NORTHING EASTING DESCRIPTION 1 451487.6130 3318120.5230 SET 1-1/8" COPPER DISK "HWA CONTROL" 2 451321.8800 3318745.7850 SET 1-1/8" COPPER DISK "HWA CONTROL" 3 450889.0870 3318298.4670 FOUND 1-1/8" COPPER DISK "HHPR CONTROL" 4 451185.4670 3318481.0194 1 SET MAG NAIL AND WASHER "HWA CONTROL" rmu"ESICHd1TES COiTlf SU�31iEYO�i 0`/ 2025 BY's REGISTERED PROFESSIONAL LAND SURVF-YbR OREGON J U LY 10, 2007 PATRICK GAGE COLE 79157 EXPIRES: 12/31/25 N IS: \Land Pro jects\230912-Badger Ave RAB\dwg\230912-ROS.dwg Mar 28, 2025 - 7: 56am (:S 2 15 1 0 SHEET 1 OF 2 0 10 25 50 75 100 150 SCALE: 1" = 50' CONTROL, RECOVERY AND RETRACEMENT FOR PORTIONS OF CANAL BLVD AND BADGER AVE LOCATED IN THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 30, TOWNSHIP 15 SOUTH, RANGE 13 EAST, W.M., N68.58'14"W 6.73' CITY OF REDMOND, DESCHUTES COUNTY, OREGON 218 N68'57'37"W 6.65'(r10) 00 1g01 203 S89'58'18"E 30.00' MARCH 2O25 S89'5757"E 30.00'(rl,d2) i N68• \ N68 ftw N68•S S 8 , 6 814 w 6 s,22, 9 208 29 / '(rl p PARCEL 1 6100 ©FO/Cq PAR 7777ON PLA T 205 ON Zola, °j8�01508 2024-17 N68 S s8•S8i4hty4 h� 6g 9 37 207 S,�pp c 0o II PARCEL 2 0)Ti 29 moo• �00 p op °o c2 N o o (4 N NORTH � ,,o• � w y � 0 I co - Q CID �� "r"00 � z Z cq o O N 211 00 LF titi�8. �s o (n o �' 2Sr3 V , A6 G (�0J o PARCEL 3 12 �y�S PAR 77ON PLA T 2024-17 lb1 0 \ � 215 QG. x00 S89'57'57"E 98.55'(rl,d2) \ti5rc9• �' 2Sr4 S89'58'18"E 98.65' 200 CURVE TABLE CURVE DISTANCE RADIUS DELTA CHORD Cl 367.23' 716.20' 29'22'40" S51'5638"W 363.22' C1(rl,r2,dl) 367.19' 716.20' 29'22'30" S52'06'13"W 363.18' C2 185.27' 510.00' 20'48'50" N58'3349"W 184.25' C3 105.48' 716.20' 8*26'18" S41'28'26"W 105.38' C4 2.77' 716.20' 0*13'17" S45'48'14"W 2.77' C5 258.98' 716.20' 20'43'06" S56'16'25"W 257.57' C6 155.33' 200.00' 44'29'55" N21'57'23"W 151.45' C7 68.10' 666.20' 5'51'25" S40'10'33"W 68.07' C7(r7) 68.04' 666.20' 5'51'06" S40'13'08"W 68.01' C7(r9) 67.98' 666.20' 5'50'49" S40'09'49"W 67.95' C8 213.55' 666.20' 18'21'59" S57'26'59"W 212.64' C8(r7,d6) 213.44' 666.20' 18'21'24" S57'29'06"W 212.53' C9 112.34' 756.20' 8'30'43" S56'33'55"W 112.24' C9(rl) 112.34' 756.20' 8'30'43" S56'43'05"W 112.24' C10 174.37" 480.00' 20'48'50" N58'33'49"W 173.41' C10(r8,d3) 174.37' 480.00' 20'48'50" N58'33'12"W 173.41' C11 196.17' 540.00' 20'48'50" N58'3349"W 195.09' Cl l (r8,d3) 196.17' 540.00' 20'48'50" N58'33'12"W 195.09' C12 74.57' 761.20' 5'36'46" S63'50'13"W 74.54' C12(r3) 74.45' 761.20' 5*36'13" S63'56'33"W 74.42' S38'54'07'E 30.46'�/ S39'40'53"E 30.88'(rl,d2) I Ba�J 213 ?x 00 00 A 4 orn r Q � r ww O M 00 Oo 00 zz 214 ( O /I o / I / 1125Q `a A' 31 61 ti/tea 61 /GP N89'25'49"W 12.59' / N89'41'08"W 12.59'(r6) / / / 50.16' r2,d1) / 50.18'(r5) )( 50.19' r5) / 222 300 50.22' _ _ _ _5_0._0_9'_ N89'39'21 "W 100.31' -' 302 N89'41'08"W 100.37'(r5). / N89'39'21 "W 12.52' �h N89'45'33"W 12.55'�r9) x° O�N89'47'50"W 12.55'd7) C4 i/ ZXp4 / �� 1 0.0000 9 ,oro6 5� 2Ar1' � 0000 000 0000 i ER i / cP��� P 30t� / °�O 66 '� / 226 000 ro �' $•� 2°fig,. 217 305 � '� / ID, � d6l i� 2 N00'04'56"W 5.72' N00'04'03"E 5.72'(r3) .00 � i N66 i i 304 � LEGEND i 219 �,5,!3 G, , / / RIGHT-OF-WAY LINE �i le� , _ CENTERLINE / TAX LOT LINE PER DESCHUTES �GP o Ng`Z / o� COUNTY G.I.S. DEPARTMENT DATA DEDICATION LINE / G� GPI° /� 5�--------------- SURVEYTE QUO\ /a ti°�� O FOUND MONUMENT AS NOTED IN TABLE CONTROL POINT AS NOTED IN TABLE o COMPUTED POINT- NOTHING FOUND OR SET / STA 14+32.36 "CANAL BLVD" STA 1+00 "BADGER WEST' STA 14+29.59 "CANAL BLVD" STA 5+00 "BADGER EAST" 6" . / 232 10 ?� �> �00 sR�• 6" x0 °�, / G� OF6ic,`3p4 / 9� s °ti? 30 S lrsr. p A s��u•?. �9 220 �3x >,, F ,, �9, XOO >> 221 J 228 WESWOUNT CONDOMINIUM 301 TRIPLE RIDGE, PHASE 1 xv S44'12'20"E 36.97' S44'09'47"E 36.89'(d5) I 1000� a I DEDICATION 2019-35828 'oZ nrn c k ono 0 cS�a I = I � I n I rn I BADGER AVE (m) (r) or (d) YPC OPC DBC O.R. MEASURED BEARING/DISTANCE RECORD BEARING/DISTANCE PER REFERENCES YELLOW PLASTIC CAP ORANGE PLASTIC CAP DESTROYED BY CONSTRUCTION DESCHUTES COUNTY OFFICIAL RECORDS 20 Zs C:o j S LEAD REGISTERED PROFESSIONAL LAND SURVEYI05( OREGON J U LY 10, 2007 PATRICK GAGE COLE 79157 EXPIRES: 12/31 /25 CIVIL ENGINEERING I SURVEYING I PLANNING N _wb 0 SHEET 2 OF 2 S:\Land Pro jects\230912-Badger Ave RAB\dwg\230912-ROS.dwg Mar 28, 2025 - 7: 53am CS 2 1510