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HomeMy WebLinkAboutSurvey 21444RECORD OF SURVEY PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY REDMOND EASTSIDE ARTERIAL PROJECT LOCATED IN SECTION 10, SECTION 15, SECTION 22, THE SOUTHEAST 1/4 OF SECTION 16, AND THE NORTHEAST 1/4 OF SECTION 21, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND DESCHUTES COUNTY OREGON BASIS OF BEARING BEARINGS FOR THIS SURVEY WERE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13 TRANSFORMATION. THE BEARING BETWEEN PARAMETRIX CONTROL POINT NUMBER 5 AND 20 IS S0524'10'W (AS SHOWN ON THIS SHEET). (N00'22751'W 2640.06')(R7) (N00'14'18'W 2638361(R7) 1236 (N0717'W 2638.021(R1) (S00'22757'E 2638.65')(R1 Z 0 800 1 INCH = 800 FT. W N co (N00'1925W 265235�( 00'''R5) (S25'15'E 265238')(1119) v. (N00'19'W 2653.201(R1) (N00'07'08'E 265233')(R4) i 2 11 S00'22481E 2640.10'* 11l SW14'18'E 2638.88'* 1 11 14 SW221560E 2638.59' 1372) 14 S00'25221 2652.35' 1 '--'23 3 1C CALCULATED E 1/4 PER R7 SEE NARRATIVE; N:46807266 E:3335259.27 N Q � Q N W a v � LO o z Od IT 1, irm N N (N00'14'07'W 2639.66')(117) (S00'14'14'E 2639.68)(R16) I NO'14'08V 2639.77' 1 I ONE � ■NI i • loop ONE NINE :. ltl -1I 4A9 W MIOco _'-o tN dIt7�N i �3g4e� NW12'47'W 2638.53')(R7) . NW 1250'W 2638.52'- 10 10 -- 15La - Of ^ tN O O . �� 1w to Of LU M SV �a o s% O _ M LO N _ U U Lo Z" co N c,0 o Nv N a�� �-1 La'a, atA o 'n tl7 v z N ujGo r-i lb CO I O W N to � o � Z CALCULATED CENTER `" �, z Q Q SECTION 15 PER R 19; Z4 Ox co `" N:462785.20 ,� r0 SHEET 3 N F-IZ2634.71 ul T] v (S00'08'29'E 2636.55)(R13)(R14) n 2639.64 R19 S (2644.521(R19) (NW14'31'W 2636.581(R7) (N00'10'48' 2636.53')(R17) N (2639.34)(R1) (2638.28' (R4) (2639.691M) �(2644.62')(R1) (2646.00')(R4) (2644.47')(R5) 1222 I N00' 1427'W 2636.67' I v 15 2639.72* 2644.41 * 1257 NE 9TH STREET 1267 0 SE 9TH STREET 15�` N I (MdCAFFERY ROIAD CJ s-24s) ^ S00'17'S2'E 5284.113 co Of ^� - ^^ SHEET 4 SHEET 5 �� ,�; (N00'11'W)(R1). (NtX)'14'18"E)(R4) o, M M ^ N (N0712 02'W)(R5) (N00' 17 55'W W W Mo 0 LO o f�SiS OF BEING -Cps � 5284.16')(R19) En to l N S05`2410 fl,st NNO '1N 1013 � W Q ;' 00 N 2.43 Lo LO t j O O0 0 W Q two o Y �' ' 'r' M LU i + ° z SW12'57-E 1321.20' R31 Ki to i� ;0 0 ( )( ) U ¢ cj ® N00' 15 37-E 1321.20 R4 R30 c' ao N O as o, cfl 1370 ( )( )( ) J N z v o N LU S00'16400E 1321.28' o ^ N� tl) LVW w�-af .Qo �M� = LL co .� Ln�y v -ISHEET8 co 00 �- V N^NtY ZJ ® ® O 0000 NM Q� W V �MMto� W o� Opj to co N� �co v cooOtOopQ 12 T SEE MT& V NM NNN� Z co w - TtIS SF#Ef M M 00N vi vcON� `-� N W Lu _ = W W CO v W O -0 OO CO M SEE DETAI_ 'A' 1:110 � ii 3 • 00 a :n O d! t/; N I co N M m ^ M rn v+ to 3 ap co TFISMaT �a,� "'�' a00 ,� ��0� z �_ �2282 J cn Z cGo n t° )°, (1319.39')(R31) (N00'06 08'W 2638.91')(R7) ' S�� (N00'16'56-W 1319.40')(R4) (N00'16'56'W 1319.40')(R4)(R30). 1233 N00'06'12V 2639.05* 10 15 ��,- 15 1319.43'* 1319.43'* 1 FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRI 11ON 1200 460143.00 3335307.42 FOUND 3-1/4' AL CAP IN CONCRETE PER OCRR 1032 1202 470701.28 3332599.06 FOUND 3' BRASS CAP IN MON BOX PER OCRR 1876 1203 470689.24 3329956.12 FOUND 3' BRASS CAP IN MON BOX PER OCRR 1765 1204 470712.70 3335241.76 FOUND 1' PIPE W/ NAIL IN CENTER IN MON BOX PER OCRR 1272 1222 468061.54 3332609.91 FOUND 5/8' IR IN MON BOX 'K&E EXC INC LS 259C PER R24 1233 468050.74 3329965.97 FOUND 1' IP IN ASPHALT PER CS1019 1234 465411.06 3329794.90 FOUND 3' BRASS CAP IN MON BOX PER R25 'WC-1' 1235 465410.00 3329502.66 FOUND 3' BRASS CAP IN MON BOX PER R25 'INC-2' 1236 465433.80 3335270.24 FOUND 3-1/4' BRASS CAP IN MON BOX PER OCRR 1268 1250 457485.92 3330003.90 FOUND 3-1/4' BRASS CAP IN MON BOX PER OCRR 1209 1257 4-60140.83 3332648.45 FOUND 2-1/2' AL CAP BENT TO WEST SHOT AT POE PER R48 1258 460139.32 3329988.24 FOUND 2-1/2' BRASS CAP PER OCRR 1274 1260 460145.03 3327347.16 FOUND 3-1/4' BRASS CAP IN CONCRETE BLOCK PER OCRR 1875 1267 465424.88 3332621.00 FOUND 3/4' IP W/ METAL IN CENTER IN MON BOX. MON BOX FILLED WITH CONCRETE DESTROYED LID AND CONCRETE. PER R15 1278 462778.16 3329976.54 FOUND 3/4' IP W/ LEGIBLE YPC PER PP NO. 2005-85 1289 458812.66 3329996.04 FOUND 3' BRASS CAP IN MON BOX PER OCRR 1210 1319 461461.20 3331312.01 FOUND 5/8' IR PER R4 1370 462782.46 3331305.61 FOUND 5/8' IR W/O CAP PER R4 1372 462795.28 3335287.85 FOUND 3' BRASS CAP UP 1.00' PER R48 -- 16 N00'0735V 2633.50 1278 1 i 1234 (N00'06'W 2636.70')(R1) 3, 1235 ' ® (NOD'24'34-E 2633.64')(R4)(R30) I ® (N00'04 00'W 2633.38 )(R31) LEGEND Q SET PARAMETRIX CONTROL AS NOTED IN 'CONTROL TABLE' 0 FOUND MONUMENT AS NOTED R 'FOUND MONUMENTS TABLE% HELD UNLESS OTHERWISE NOTED ❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE NOTED (Rj) ffm INST. NO. PP NO. ROW R P YPc RPC DCSO DCAO'R W FOUND SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE'; HELD FOUND QUARTER SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE'; HELD CALCULATED SECTION CORNER AS NOTED; HELD CALCULATED QUARTER CORNER AS NOTED; HELD RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE MONUMENT NUMBER. SEE TABLE CONTROL NUMBER. SEE TABLE INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS RIGHT-OF-WAY IRON ROD IRON PIPE YELLOW PLASTIC CAP RED PLASTIC CAP 122 U lu--uJ, ^ lY v 00 t16 00 LO ILO f�o co N zN Q O �J N �oMi ono La En _^ co co Qi c6 z to CO CO N N o � o MLO 0000 Z PARAMETRIX CONTROL TABLE POINT NO. NORTHING EASTING DESCRIPTION 5 468034.38 3332101.11 SET MAG NAIL W/ 1-1/4' WASHER 'PARAMETRIX' 20 457946.96 3331147.06 SET 5/8' IR W/ RPC 'PARAMETRIX CONTROL' S00'14'17*E 5321.93'* CALCULATED PER DESCHUTES COUNTY COGRID N:454821.12 E3335329.54 23 26 1267 SW 17'521E 2639.72* 10 - 1320.14'* (1320.321(R10) /15 13_� r 660.07'* 660.07� (SW06'E 1318.671(R2) r� (S00'14'01'W 1319.311(R10) CN 1/16 DETAIL '0' l N.-464105.32 N SCALE; 1' = 600' E:3332627.85 N N O ro� N� N to N to �W W Z 0 Wt0 co NI n � to LO co 00 W 1/16 ° Z NW 1/16 zGo z tocn v N:465418.29 N:464099.91 I E3331295.86 E:3331300.73 (N00'04'W 1318.77n(R2) (658.99')(R30) 1318.39'* 658.73 * 658.73'* N00'12'43 1317.45'* 7 1370 (N00'19'26'E 1317.98')(R30)/ S00' 12'430E 2635.84'* 22 w Q^ O" 0, N � N t00- O O� C4 S,N 4Z-Yn O er, La Q�``CC CC N -co(n �n N 00 _ SHEET 11 (n� co o ffla3� M 69j (SW16'47'E 2653.341(R38) d 00 o (N00'13'06"W 2653.34)(R34) tt� N �7 (S00' 12'37'E 2653.301(R33) 3 p (N00'13'06'W 2653.29')(R28)(R29) o (NW11.35-W 2653.0')(R27) 00 SW20'17'E 2653.45' 22 / (1326.641(R29) (1326.641(R29) / 1326.68' (1326.5' R27 1289 1326.77' (1326.5')(R27)_ soa'15'15'� 2638.86' 1 '� SHEET 10 I 1`2. (N00'05V 2636.04')(R1) 00 cc (N16 56'W 2638.80)(R4)(R30) OO' �CON La LO LAKE ROAD= N � �' I N N � I ss�l >�(ncn 2-`0 LO REGISTERED Z N P SS AL " M D SURV OR - N to `N Z � ao O N W M ` O to 1 OO N N ��RREGON cLO i JULY 111 2023 COREY PACHECO Z 101863 EXPIRES:12-31-2024 ® 21 SHEET INDEX MEET 1) CONTROL. SECTIONAL MONUMENTS, LEGEND. SHEET 2-11) HEMLOCK, NE 9TH STREET, ANTLER AVENUE, SE 9TH STREET, EVERGREEN AVENUE, LAKE ROAD, OR 126, A.H. RHOADE ROAD VETERANS WAY, AIRPORT WAY, SE 1ST STREET, LEGEND, CONTROL AND MONUMENT TABLES. SHEET 12) SURVEY NARRATIVE AND REFERENCES. SHEET 13) SURVEY NARRATIVE CONTINUED CALCULATED PER DESCHUTES COUNTY COGRID N q, N:454834.15 R�p0 E333000247 j �\ ' � - 1/ i NW10'22'E 265S)(R27) (N00'O8'56'E *651.75')(R28) 22 122 J S00'0151'W 2651.78 )1 21 27 ?_- 28 ,I DETAIL SCALE 1' = 200' io 0 Z (175.831(R25) 10 1235 29224' (29225')(R25) 1234 175.83'* 9 N89'4733'E 468.07'* - 1 S8T42'53'W* (N8T47'OO'E 468.08')(R25) LO CALCULATED SECTION CORNER o N: 465411.69 0 E3329970.72 Z a >v RECORD OF SURVEY PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY REDMOND EASTSIDE ARTERIAL PROJECT LOCATED IN SECTION 10, SECTION 15, SECTION 22, THE SOUTHEAST 1/4 OF SECTION 16, AND THE NORTHEAST 1/4 OF SECTION 21, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON PARAMETRIX CONTROL TABLE POINT NO. NORTHING EASTING DESCRIPTION 3 468090.52 3332543.82 SET MAG NAIL W/ 1-1/4' WASHER 'PARAMETIW 4 468086.08 3332683.09 SET MAG NAIL W/ 1-1/4' WASHER 'PARAMETW 5 468034.38 3332101.11 SET MAG NAIL W/ 1-1/4' WASHER - PARAMETRIX-7 467172.74 3332676.86 SET NAG NAIL W/ 1-1 /4' WASHER 'PARAMETRIX' STATUTORI' lYA/TRW/Y A2V 2024-12577 - 0.20' EAST OF ROW NOT HELD 329.89' (329.89')(R22) Z 0 80 1 INCH = 80 FT. (SW 13' 140E 634.78)(R22) S00'141087E 634.78' ' 1206 1202 WD 2004-72070 �i 3 10 :g - NE 9TH STREETl S00'14'08'E 2639.77' 1205 (S00'14'07'E 2639.66')(R7) 229.45' (229.31')(R16) 1207 0.11' WEST OF ROW -� NOT HELD LOT 12 SOO' 14'08'E 607.74' (SW I4.14-E 607.71)(R16) 30.00' I i , Tx 1232 O 0 0 M N iv N �NJ O NE 11 TH ST. = Q NE 11 TH ST. o \ u STATU aW KAFR4W DEED 2021 .34750 304.89' (304.89')(R22) (MDT • Z co i� Q K N N a:of v i t0 MvN �_vN �^ MN ^ tV ,�� N N = N C Cr ^v =� >Z W MW00U) N �� 00 00 00 co �t�J N10 v <ii M t0 Wv CV N DETAIL 'C' SCALE: 1' S0011'37'E EAST LINE McCAFFERY ROAD SW14'270E N:467730.14 1 E3332643.20 O W O usrERLINE McCAFFERY ROAD [C I a =1 C)� o Z tr O > c Swi 1'37'E N89'48'23'E 1.901!;6il ca O W -a S0O'14'27'E 'C - - Cl - 60 NS CENTERUNE wSECTION 10 pwNE 9TH STREETci 04-� (McMTERY ROAD CJ 9-246) O ZSWI 1'37'E N00'11'37wW co 11.90' SOff 14'27'E DEscHurEs COUMY VUOR Fsi En oiloc /zo-z-_57 a* _-Collin _. (12.01')(R17) dWi Zoo 0 0090 �00 M�d cyJ V � i � v�©� ° a LOT 1 �;AoA o� ��a� 30.00 UNDE WATED ROW 30.00 ROW DED Lu SE NARRAIK(SOO'06'W 26451(RK) o co �, 1210 PER R8 S00'11'' 37'E 2636.68CL NE 9TH STREET 9 z Of of o \ � C2.1 ALCUUTED POINT o 1 cl- > (S00'14'31'W 428.34')(R8) PER R6; SEE DETAL 'C' EAST LINE McCAFFERY ROAD o o E1209 WD2004-57861 c� WD 2004-59824 C) SEE �� THIS SHOT 1224 378.29' (378.40)(R16) LOT 1.3 FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRIPTION 1202 470701.28 3332599.06 FOUND 3' BRASS CAP IN MON BOX PER OCRR 1876 1205 468721.13 3332567.24 FOUND 5/8' IR W/ YPC 'HWA' PER R16 1206 468721.54 3332647.38 FOUND 3/4' IP W/ YPC 'POVEY' PER CS16773 1207 468491.68 3332568.03 FOUND 5/8' IR W/ YPC 'HWA' PER R16 1208 468391.55 3332648.62 FOUND 5/8' IR W/ YPC 'LS 2527' PER R22 1209 468181.04 3332634.88 FOUND MAG W/ WASHER ON TOP OF CURB 'K&E EXC INC LS 2596' PER R2 1210 468041.40 3332670.92 FOUND MAG W/ WASHER ON TOP OF CURB 1(&E EXC INC LS2596' PER R24 1211 468031.39 3332570.04 FOUND 1' BRASS PLUG IN CONCRETE 'K&E EXC LS25960PER R24 1212 468086.30 3332569.81 FOUND YPC IN CONCRETE ILLEGIBLE PER R16 1213 468030.39 3332349.90 FOUND 5/8' IR W/ YPC 'K&E EXC INC LS2596' PER R24 1214 468083.98 3331977.85 FOUND 2' AL CAP IN CONCRETE ILLEGIBLE PER R16 1215 468026.89 3331475.02 FOUND 5/8' IR W/ YPC 'K&E EXC INC LS 2596' PER R24 1216 468094.27 3333242.11 FOUND 5/8' IR W/ YPC 'LS2527' PER R22 1217 467731.91 3332583.20 FOUND 5/8' IR W/ YPC-ARMSTRONG LS10260PER R6 1218 467731.70 3332571.19 FOUND 5/8' IR W/ YPC 'DEA INC' PER R13 1219 467176.09 3332643.55 FOUND 5/8' IR W/ YPC IN CONCRETE ILLEGIBLE PER R9 1220 467115.94 3332643.88 FOUND 5/8' IR W/ YPC IN CONCRETE ILIFGILBE PER R9 1222 468061.54 3332609.91 FOUND 5/8' IR IN MON BOX 1(&E EXC INC LS 2596' PER R24 1223 468091.18 3332547.62 FOUND 5/8' IR W/ YPC 'HWA'PER R16 1224 468113.39 3332569.74 FOUND 5/8' IR W/ YPC 'HMA' DOWN 1.00' PER R16 1225 468090.24 3332299.78 FOUND 5/8' IR W/ YPC 'HWA' PER R16 1231 468067.07 3333934.54 FOUND ILLEGIBLE YPC FLUSH IN AC PER R7 1232 468037.13 3333934.81 FOUND 5/8' IR W/ YPC V&H PACIFY' PER R8 1233 468050.74 3329965.97 FOUND 1' IP IN ASPHALT PER CS1019 1262 468020.75 3332137.26 FOUND 3/4' IRON PIPE LEANING NW SHOT AT BASE UNKNOWN ORIG. 428.33141-7 THIS SHEET SEE NARRATIVE M o' S00'14'27'E 855.58' (S00'14'31'E 855.53')(R8+R9) > _ NE 9TH STREET (McCAFFERY ROAD CJ 9-246) 915.57' (915.51 j(R9) 1222 0 VOL. 141 PG. 88 � S00'14'27'E 2636.67' CENTER N/S SECTION 10 (1222 TO 1267) > I NWI1'37'W 1211 S45'00'49V 31.28' 1223 0.12' SOUTH OF ROW NOT HELD l N M � 5.00' ROW DEDICATION v PER R16 W o I Of n(j ^ N O O eM- �� � ° (� 9 ,,�f� O O a '1 I 00 O �� ° j (/rJ� �� pool �Qa � O `� co O ONO nt N Z ul � 000 s- N N Lo W O W 00 N to O of O_ = co Ln °° �---- 30.00' "I d N O W a,00 z Iw 1 61 I1213 Z 1 [O� \ N v 30.00'--- ul ^� co z �_ O NvM N S0014'277E 299.59' 1218 (S00'08'29'E 299.57)(R13)(R14) BEARS S4TO9'51'W 0.14' W o fell NOT HELD � U� s STATUTORY lft WIY DEfD 0 2015--20576 LOT 10 (So0'14'31'E 427.19')(R9) 427.25' Q - o 0 0 M 555.97' '-�N89'45'337E 11.90' SW11'37'E 585.970 WEST LINE OF McCAFFERY ROAD (N8T49'05'E 12.011(R17) (SOo'07'58'E 586.01�(R17) SEE NARRATIVE STATUTORY NARR4W DEED 2022--36982 LEGEND STATUTOR' IL'4RR WY DEED O SET PARAMETRIX CONTROL AS NOTED IN 'CONTROL TABLE' 2019 22852 FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS TABLE', HELD UNLESS OTHERWISE NOTED BEARS N6746370E 2.5S 11 NOT HELD CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE NOTED FOUND SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE'; HELD I VNW06-45V 1262 M Z � N00'14'02'W 10.�' PARCEL 2 ~ma FOUND QUARTER SECTION CORNER AS DESCRIBED IN r_z'FOUND MONUMENTS TABLE ; HELD N �' 10.00'(R23) LOT 8 ;� Q I �' © ^ CALCULATED SECTION CORNER AS NOTED; HELD vv Y h V r7 ^ F- ,N ( 0 La--� 10.W (R23) o � CALCULATED QUARTER CORNER AS NOTED; HELD N - LLI 1 W w q (Rh RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE W o W W La® MONUMENT NUMBER. SEE TABLE N 1 co I aJ 0 Z Q% O N oa O ® CONTROL NUMBER. SEE TABLE NE 7TH STREET Lo Co d- cv z" z MST. NO INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL 1214 o� � ( Z � z v n� O RECORDS o �S ( PP NO. PARTITION PLAT NUMBER PER DESCHUTES PARI;fZ 1 COUNTY OFFICIAL RECORDS Q ROW RIGHT-OF-WAY W `` DED DEDICATION ` IRON ROD [Df LOT 7 L I B p IRON PIPE Z (, ` 1215 YPC YELLOW PLASTIC CAP RPC RED PLASTIC CAP SWI4'02'E / DCSO DESCHUTES COUNTY SURVEYORS OFFICE ..� 10.00' (R23) DCOR DESCHUTES COUNTY OFFICIAL RECORDS 10CJ COMMISSIONERS JOURNAL PER DCOR � CALCULATED MEASUREMENT `"1233 o REGISTERED PROFESSIONAL OREGON JULY 11, 2023 COREY PACH CO 101863 EXPIRES: 12-31-2024 I Q of Lu W C� Z1 12i9 VOL. 140 PG. 548 ' N) N� 60.00' 30.00' (SOO'14'32'E 25.001(R22) ST,4WOA'Y IYAfR W DEID S00' 15'30'E 1210 2021 .34750 '11 N8T45'37'E 19.99' \ M LOT 1 (S89'45'28'W 19.99'}(R22) ^ 01Lo N o +'1 5.00'(R22)--- Of N -- `� N .� ON S00'14'08'E s 0 d. WD 2004-57861 v6 L 141 po 441 25.00 c0 cc:", S00' 11'37'E SOO'14'08'E - 1209 CALCULATED CENTERLINE; 3 , PER R6; EXAGGERATED TO (S00'13'14'E) M = S00'14 270E SHOW DISTANCE; (25.001(R22) I n � NE 9TH N:468061.54 STREET S11 E3332612.08 ° ° �o is11 12Z081- _2.17'* ` " (McCAFFERY ROAD CJ 9-246) o 12208�(R24) - _ _ � 1222 - S00'11'37'E o - - Go SW14'08'E �s�s S00'14'27'E NE 9TH STREET 0 KV 2004-59824 �o // I `���ci• �'99 `VC.4 / �•9 �J _ (S0�14'14'E 27.121(R16) �Q' 47 � �`9���J S00'14 390E 27.09 / N W S00'14'08'E 1224 1212 O W i Lo LOT 13 ` rk J Z o S4500 49'W 31.28 W W I z (S44 45'56'W 31.28')(R16) , . _ W Z 1223 p Lu DETAIL 'B' I � � U s s 30.00' 30.00' SCALE 1 = 40 I, 9' CSZ1aaa- RECORD OF SURVEY PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY REDMOND EASTSIDE ARTERIAL PROJECT LOCATED IN SECTION 10, SECTION 15, SECTION 22, THE SOUTHEAST 1/4 OF SECTION 16, AND THE NORTHEAST 1/4 OF SECTION 21, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON 1226 I I0 o . 1227 CV N N M qq- N rn Ckf C*1 0 ' N 0 0 M 30.00' 130.00' 1 I rn M �I uj co00 (f) W ao Q �Ico � O o co Z N I� IZ LEGEND 0 SET PARAMETRIX CONTROL AS NOTED IN 'CONTROL TABLE' FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS TABLE', HELD UNLESS OTHERWISE NOTED ❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE NOTED FOUND SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE'; HELD pona FOUND QUARTER SECTION CORNER AS DESCRIBED IN LOT 14 'FOUND MONUMENTS TABLE% HELD CALCULATED SECTION CORNER AS NOTED; HELD L� CALCULATED QUARTER CORNER AS NOTED; HELD (R j) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE ® MONUMENT NUMBER. SEE TABLE ® CONTROL NUMBER. SEE TABLE WSG NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL. RECORDS PP NO PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS ROW RIGHT-OF-WAY DED DEDICATION R IRON ROD p IRON PIPE LOT 15 YPC YELLOW PLASTIC CAP RPC RED PLASTIC CAP DCSO DESCHUTES COUNTY SURVEYORS OFFICE DCOR DESCHUTES COUNTY OFFICIAL RECORDS CJ COMMISSIONERS JOURNAL PER DCOR CALCULATED MEASUREMENT M co N ^O D� v P°f 60.00' ROW DED PER R12 LOT 16 1220 (S00'14'317E 372.84)(R9) NOO'14'27'W 372.81' BEARS SO1'12'19'VY 0.15' HELD FOR EAST ROW N8T47'07'E 28.58' (N8T33'51'W 28.581(R17) CALCIAATO CS 1/16 SECTION 10 SEE DETAIL 'D' TICS SHEEP I REGISTERED PROFESSIONAL - OREGON JULY 11, 2023 COREY PACHEC 107863 EXPIRES:12-31-2024 FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRIPTION 1219 467176.09 3332643.55 FOUND 5/8' IR W/ YPC IN CONCRETE ILLEGIBLE PER R9 1220 467115.94 3332643.88 FOUND 5/8' IR W/ YPC IN CONCRETE ILLEGIBLE PER R9 1221 467177.23 3332948.65 FOUND 5/8' IR W/ YPC 'W&H PACIFIC' PER R9 1226 467178.57 3333303.02 FOUND 5/8' IR W/ YPC 'W&H PACIFIC' PER R9 1227 467178.33 3333243.02 FOUND 5/8' IR W/ YPC 'W&H PACIFIC PER R9 1228 466743.06 3332586.53 FOUND 3/4' IP W/ ILLEGIBLE YPC BENT WEST TIED POE PER R17 1229 466743.29 3332645.45 FOUND 5/8' IR W/ YPC 'W&H PACIFIC PER R9 1230 466443.46 3332656.63 FOUND 3/4' IP W/ YPC 'POVE ASSOC.' PER R15 1241 465454.99 3332660.98 FOUND 5/8' IR PER R12 1242 465394.83 3332591.34 FOUND 5/8' IR W/ YPC PUNCHED THROUGH. BENT SE TIED AT POE PER R18 1243 465394.99 3332651.24 FOUND 5/8' IR W/ YPC 'ES 2527' PER CS14751 1264 465454.63 3332591.49 FOUND NAIL W/ FEATHER UNKNOWN ORIGIN 1267 465424.88 3332621.00 FOUND 3/4' IP W/ METAL IN CENTER IN MON BOX. MON BOX FILLED WITH CONCRETE DESTROYED LID AND CONCRETE. PER 15 1450 466743.15 3332655.61 FOUND 5/8' IR W/ YPC 'W&H PACIFC PER 15 40840 465340 97 3332659 08 FOUND 28' JUNIPER W/ VISIBLE SCRIBING, NAIL IN WEST SIDE OF TREE, TIED AT CENTER PER R26 41007 465373.66 3332531.58 FOUND 21' JUNIPER W/ OBVIOUS FACE NE AND NAIL AT BREAST HOW. TIED AT CENTER PER R26 BEARS S89'13'02'E 0.16' LOT 4 NOT HELD 299.70' (300.001(R15) 1230 W 1721.11' NE 9TH STREET S00'14'277E 2636.67' CENTER N/S SECTION 10 (1222 TO 1267) 10.00' 1450 LOT 16 (10.00')(R12) N 1229 0 S00'14'27'E o � ^ (n ^ co p CAD W �O W N Of C O r N o^o o r") o o 0 .�i OO p / Z o ` SW14'27'Ecn 4 I w W tr13�N� o > � a0 dam' CV M N:466742.92 o `� o co E.3332615.19 Z SOO*i 1'37"E lh • LOT 4 S00'14'27'E EAST LINE McCAROA FFERY D CL NE 9TH STREET o 6 NE 9TH STREET (McCAFFERY ROAD CJ 9-246) La cn S 11'37'E c Z DETAIL 'D' Q SCALE 1' = 40' > Soo' 11'37'E STATUTORY WR4N7Y A9V 1228 Z?,MWN AND WE &D T5'T. ND. 2024-.�T848 hw.. W. 2Ga9 .3221 ull Lo d CV ► 0 O N Go� �� PQ�oo9 00 Q, UI °° Q cn Q�� I w o LOT 1 Q® w PANI;EL 1 ZCk::La Q Cl N ` Q v 0 O) 0 �W \ �W Q 0- `ro o 0 6 SW14'270E 1241 � � I 40840 71 \ 1243 �! NE 9TH SREET y ,o' W (McCAFFERY ROAD CJ 9-246) sus 0 h 9 0 W CL NE 9TH STREET •�J�ss ��� / sl- �ti 9 ' lRti6l SW1 > 37'E J 10 15 � 6 1267 \ sty o PG_ 548 1264 \ 1242 6 r- < Z moo, �o 1p- �J J BV"# AND S430.00' � 30.00' LE DEED W. N0. 260-.3221 W DETAIL 'E' r13 & -,;3- IY W ,U SCALE: 1' = 40' J o a uj co o Z W V Z Z QQI o doh D� O La w LOT 3 S00'11'37'E 2636.68' CL NE 9TH STREET (CALC POINT TO 1267) t072 cn SOO'14'270E 1288.14' (SOO.14'310E 1288.301(R12) (SOO'10'557E 1288.271(R15) 1 1 988.45' (988.261(R15) 1 402.81' (402.77')(R17) - 1228 f o z STATUTORY YARIlNTY DEED o v 2024" Mrw �N I-Ckf a> DESC.AHUTM COUaWY SORMay0n. ly. C_� o /b �)": s- FiLED.uLoZ&26- 1288.33' (SOO'05'39'E 1288.27')(R6) SO0' 11'VE 1691.15' B44'"N AND S4T OL D UIST. N0. 2009--.32221 PARAMETRIX CONTROL TABLE POINT NO. NORTHING EASTING DESCRIPTION 6 467122.49 3333022.50 SET MAG NAIL W/ 1-1 /4' WASHER 'PARAMETRIX' 7 467172.74 3332676.86 SET MAG NAIL W/ 1-1/4' WASHER 'PARAMETRIX' 8 465450.35 3332702.38 SET MAG NAIL W/ 1-1/4' WASHER 'PARAMEfRIX' LOT 1 SW14'27'E 1288.31' (SOO'14'311E 1228.30')(R11)(R12) 6�304U!p 2 1318.29' (1318.251(R6) (1318.29')(R7)(R11)(R12) (1318.26')(R17)VA - VOL. 140 PG_ 548 A C WEST LINE McCAFFERY ROAD I --*' BEARS S7T42'457E 0.61'; NOT HELD, DESTROYED DURING SEARCH SO(T17'52'E 11 SOO'17'527E SE 9TH STREET sW17'52*E II SW17'52'E A.0 N i1 N !0 r- co N O co � N N N imo �¢ °a° W W O co Z v zoo J � Q 124 - N J N U W 123s 11 14 0 15 I 1237 60.00' N ^ ^ rn LO ^ 00 L' ' ^ oO M N `- v O cn Co O cfl N 4 � Q cc ZO° cn 50 IZ� LO N co :4- co (n C� N N I � N ^ ^ W rn �• o CO �^ M�I�d ", of N N LL V d d O O v M d '0 N � �y N v z� f N 00 N N N � O N 0: co v M Z 0 4 dam- d� OOO 0 co 0 0 cn ~ Q i 9=rF=Mr) 0 SET PARAMETRIX CONTROL AS NOTED IN 'CONTROL TABLE' ■ FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS TABLE% HELD UNLESS OTHERWISE NOTED ❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE NOTED FOUND SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE'; HELD FOUND QUARTER SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE ; HELD CALCULATED SECTION CORNER AS NOTED; HELD p0= CALCULATED QUARTER CORNER AS NOTED; HELD (R RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE MONUMENT NUMBER. SEE TABLE ® CONTROL NUMBER. SEE TABLE FIST. NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL_ RECORDS PP NO PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS ROW RIGHT-OF-WAY IR IRON ROD P IRON PIPE YPC YELLOW PLASTIC CAP RPC RED PLASTIC CAP DCSO DESCHUTES COUNTY SURVEYORS OFFICE DOOR DESCHUTES COUNTY OFFICIAL RECORDS CJ COMMISSIONERS JOURNAL PER DOOR CALCULATED MEASUREMENT 0 W O O� - W O cl- 0 PARCQ 1 FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRIPTION 1236 465433.80 3335270.24 FOUND 3-1/4' BRASS CAP IN MON BOX PER OCRR 1268 1237 465400.32 3334222.92 FOUND 5/8' IR W/ YPC 'HWA' PER R19 1238 465429.32 3333945.63 FOUND 1' IP PER CS01051 1239 465399.24 3333945.81 FOUND 5/8' IR LEANING SE, TIED AT POE PER R19 1240 465459.31 3333945.52 FOUND 3/4' IP W/ YPC 'POVEY ASSOC.' PER CS01051 1241 465454.99 3332660.98 FOUND 5/8' IR PER RI 1242 465394.83 3332591.34 FOUND 5/8' IR W/ YPC PUNCHED THROUGH. BENT SE TIED AT POE PER R18 1243 465394.99 3332651.24 FOUND 5/8' IR W/ YPC IS 2527' PER CS14751 1264 465454.63 3332591.49 FOUND NAIL W/ FEATHER UNKNOWN ORIGIN 1265 465393.76 3332391.29 FOUND 5/8' IR W/ YPC 'HWA' PER R18 1266 465393.26 3332331.83 FOUND 5/8' IR W/O CAP PER R2 1267 465424.88 3332621.00 FOUND 3/4' IP W/ METAL IN CENTER IN MON BOX. MON BOX FILLED WITH CONCRETE. DESTROYED LID AND CONCRETE. PER R15 1268 464267.51 3332587.00 FOUND 5/8' IR W/ YPC 'HA McCOY ENGR' PER R21 1269 464348.61 3332586.85 FOUND 5/8' IR W/ YPC 'HA McCOY' PER R21 1270 464510.86 3332595.78 FOUND 5/8* IR BENT OVER PER R2 1271 464673.28 3332594.90 FOUND 5/8' IR W/O CAP PER R2 1273 465192.89 3332592-28 FOUND 5/8' IR W/ YPC 'HWA' PER R18 1274 465077.76 3332586.64 FOUND 5/8' IR W/ RPC 'HA McCOY REF MON' UNKNOWN ORIGIN 1311 464105.20 3332598.25 FOUND 5/8' IR DOWN 1.20' PER R2 1312 464094.91 3332668.00 FOUND 5/8' IR PER R19 RECORD OF SURVEY PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY REDMOND EASTSIDE ARTERIAL PROJECT LOCATED IN SECTION 10, SECTION 15, SECTION 22, THE SOUTHEAST 1/4 OF SECTION 16, AND THE NORTHEAST 1/4 OF SECTION 21, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON SOO'17'527E 2724.74' (NW PARCEL 1 TO 1303) (SO(r17'57'E 2725.471(R19) 1300.12' (1300.00')(R19) 1241 v 1243 40$40 '-SW17'52'E 2769." CL SE 9TH STREET 1267 TO HWY 126 (so(r16'37'E* 2771.06'*)(R2o) - o �- c i BEARS N6741'38'E 0.21; o NOT HELD N00'17'52'W 2639.72' CENTER NS SECTION 15 (1267 TO 1257) (SOO'14'01'E 2639.63')(R10) (So0'17'57'E 2639.641(R19) � - - - - - - - - 1267 o EAST 0. 15' FROM ROW; 1317 1319.59' (1318.67')(R2) (1319.31')(R10) i1242 M 1273 1316 NOT HELD - 100•� (R2) i 318 1271 1264 201.85' (201.68')(R2) (201.90')(R18) 159.94' (160.00')(R2) - 100.00' (R2) 100.00' (R2) - (R2) - 162.11' (162.24')(R2) ' (160.11)(R18) 1274 (99.941(R18) 0 1 �. � 60.00 LOT 30.00' 30.00' � I ■ ti LOT .3 SN17252'E 1289.56' I i (if a (SW O6'E 1289.521(R2) 6k1� LOT 2 60.00 4100 UNKNOWN ORIGIN; P�Q $ �„ ' NOT HELD rn ■ cn FOUND MONUMENTS TABLE POINT NO. NORTHING EAS71NG DESCRIPTION 1316 465032.96 3332593.14 FOUND 5/8' IR PER R2 1317 464932.93 3332593.70 FOUND 5/8' IR PER R2 1318 464732.97 3332594.65 FOUND 5/8' IR PER R2 40632 464267.31 3332597.91 FOUND 5/8- IR W/ 0 CAP MANGLED ON GROUND PER R2 40840 465340 97 3332659 08 FOUND 28' JUNIPER W/ VISIBLE SCRIBING, NAIL IN WEST SIDE OF TREE, TIED AT CENTER PER R26 41007 465373.66 3332531.58 FOUND 21' JUNIPER W/ OBVIOUS FACE NE AND NAIL AT BREAST HEIGHT, TIED AT CENTER PER R26 PARAMETRIX CONTROL TABLE POINT NO. NORTHING EASTING DESCRIPTION 8 465450.35 3M2702.38 SET MAG NAIL W/ 1-1/4' WASHER 'PARAMETRIX' 9 465396.72 3332330.44 SET MAG NAIL W/ 1-1/4' WASHER 'PARAMETRIX' 11 464095.59 3332567.68 SET MAG NAIL W/ 1-1/4' WASHER 'PARAMETRIX' 12 464054.11 3332368.08 SET MAG NAIL W/ 1-1le WASHER 'PARAMETRIX' /AIST.. A/0_ 2002-84110 162.20' (162.24)(R2) I EAST 0.26' FROM ROW, NOT HELD LOT LOT 3 STATUTORY fYARR4MY DLED o SlATUTOTPi' w� DEID A 57 N0. 2021-40097 N STATUTORY IfARRAiI�IY DEED S�P �. I ,�5 N0. 2009 6412 � a N � /rvST. No. 202.�.3456 VAC Of ORD. 6 co ^ ' ao ° a�(ri VAC ORD. �� j WST. NO. 2007-62317 9 ° g d N ° o INST. N0. 2007-62317 I o - ell LOT 4 on �0 0• I W M vku o ^ to M w M ,� N c� (t(► PARCLZ / ,t�'{A��" /� 1� LOT 13 LOT 12 _J N O Z � N O O O 010 J/A/t//V/1! Ri`YI/VYI// !/LL!! •" ( � ul) O M O Z7 �� `� 1 co U Lu o �n oo p U[ST. NO. 2021-OW97 �� � �- � i `�� Lo J N CA e �p��SAP `'1• i �p• LOT 14 Nrn M w �o c�nOf _ co v �-� �y llio 0 w of L ^ N �V r` � in N co F- 1266 v Q '�' S �L ca I � SOUTH 0.18' FROM ROW, NOT HELD 10+ 15 SW17'52'E S8T44'33'W 10.00' (S8T56'00'W 10.00')(RD) (SWO6'007E 100.00')(RD) SW 17'527E 100.00' S00'17'52'E 100.00' (SW06'00'E 100.00')(RD) S00'17'S2'E SE 9TH STREET DETAIL 'r S00' 17'52'E N89'44'337E 10.00' (N8T56'00'W 10.00')(RD) - - - - S00' 17'52'E Z SE 9TH STREET DETAIL o SCAM 1' 0 (SW06'00'E 81.12')(R2)(R21) 4063 SWIT520E 81.10' ! S00'17'52'E ag I�KS`T. ND. 2021-1.3295 SW17'52'E S8T42'07'W 10.00' -41 (S8T56'00-W 10.00')(R21) 1269 S00' 17'52'E 81.10' 1268 N89'42'07'E 10.00' 0 (soo�o6 Oo'E)(s1.12�(R21} (Ns9'Ss'oo'E 10.00')(R21) o (81.121(RE) 0 1269 SE 9TH STREET o 0 (81.121(R2)(R21) 81.10' i.. 4063 162.37' (162.241(R2) 81.10' 1268 (SO()•O6'00'E) EAST 0.34' FROM ROW; 4 HELD FOR NORTH LINE OF 0 W � o `� N S2 19 � EVERGREEN f�4lrr*W AND S4LT DEED & 1 o = Z ' o �cn W VOL 148 P99 292 "� � o w w ooN LOT LOT �) Oo=a--cl2 �ti �oaQ N H PARCEL 2 ,,---S75'26'34'E 41.38' CALCULATED CN 1/16 SECTION 15 0 30.00' 30.00' w o `� "' o� W W Wc�c;o >' W 0 oY zt uj LOT 11 LOT 9 LOT 8 4 IW Lu 0 SE 8TH STREET (KIMBERLY STREET) I SEE SHEET 5 0 80 1 INCH = 80 FT. 12 -10 -Zo1�1 REGISTERED PROFESSIONAL OREGON JULY 11, 2023 COREYPACHECO 101863 EXPIRES: 12-31-2024 �2144: RECORD OF SURVEY PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY REDMOND EASTSIDE ARTERIAL PROJECT I I SEE SHEET 4 LOCATED IN SECTION 10, SECTION 15, SECTION 22, THE SOUTHEAST 1/4 VA§p, ffp0090 OF SECTION 16, AND THE NORTHEAST 1/4 OF SECTION 21, TOWNSHIP 15 A99, 1 pp `'Q, s8g56'w R2 S8g49'16*r 1069.86') R1o) gAgps' m©9§99 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, NOT HELD Row; 9699.�/P ( )(N8T46'oo*E 1069.81' ( NOT HELD ARCQ 1 � I CITY OF REDMOND, DESCHUTES COUNTY, OREGON 1320 PAR�z 2 P ,� � 351.52 (351.311(R10) - 204.93 (205.19)(R1 O) 513.36 (513.66)(R2) (513.361(Ri 0) (S8T4916'W 513.361(RB) _ 1311 i Q Z� ,��15 1314 1321 o �0 �o BEGIN STA 26+60.90 0 556.43 (556.561(R10) 513.44 o REGISTERED N:463976.71 6 - - - - -' - - - - - i PROFESSIONAL E:3331200.60 ,�y�9 0 �>2 SE EVERGREEN AVENUE o.14' SOUTH OF Row;491s'w 1R1o9'$s' ��13991 © o l I' o 1315 ( )( ) NOT HELD ( V� 556.40' (S8T49'16'W 556.62')(R1o)(RA) 1313_ _ 513.52' (S89'49'16'W 513.30')(RB) OREGON DULY 11, 2023 COREY PA HECO 101863 EXPIRES: 12-31-2024 N8T46'48'E PC 27+60.90 1310 N:463977.09 E3331300.60 L=86. ' C5 L=jo677' CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING Cl 112.18' 90.00' 71'24'50' 105.06' S54'09'21'W (R10)(RA) (112.08') (90.00') (71'21'05' (104.98') (S54'08'44-W) C2 150.96' 120.00' 72'04'38' 141.20' S53'48'41'W (R10) (150.96') (120.00') (7704'38' (141.201 (S53'46'57'W) (R49) (148.53) (120.00') (71-55-021 - - C3 187.75' 150.00' 71'421510 175.73' S5S59'02'W (R10)(RA) (187.56') (150.00') (71-38.291 (175.581 (S54'00'02'W) C4 86.16' 372.67' 13'14'46' 85.97' S83'3548'E (R10) (86.29) (372.671 (13'16'001 (86.10') (S8330'22'E) C5 106.77' 342.67' 1751'08' 106.34' S81'17'38'E (R10) (106.95') (342.67') (1753'001 (106.521 (S81'11'52'E) C6 183.10' 342.67' 30'36'57' 180.93, (S57'03'35'E) (RIO) (182.27) (342.67') (30'28351 (180.13') (S5701'04'E) C7 289.87' 342.67' 48'28'05' 281.31' S6559'091E (R46) (289.87') (342.67') (48'28'051 - - (R49) (289.87') (342.67') (48'28'05' - - C8 264.50' 312.67' 48'28'05' 256.68' S65 59'09'E (R1 o)(R31) (263.90') (312.67') (4521'35' (256.141 (S65'57'34'E) (R30) (263.191 (311.811 (4521'431 - (S6530'27'E) (R45) (264.03') (312.67') (48'22'55' (256.25') (S66'02'28'E) C9 169.03' 372.67' 2559'12' 167.58' S54'44'43'E (Ri0) (168.19') (372.67) (25-51-291 (166.77') (S5442'31'E) C10 151.88' 2596.23' S21'06' 151.86' S1T30'48'W (R30)(R31) (151.72') (2596.23) (3'20'531 (151.69') (Sl 02'27-W) (R44) (151.751 (2702.131 (3'13.041 (151.741 (S17044'W) C11 150.12' 2566.23' T21'06" 150.10' S1T30'48'W C12 148.37' 2536.23' T21'060 148.35' S1T30'48'W C13 297.99' 887.00' 19'14'S5' 296.59' S3712'067E C14 320.03' 950.00' 19'18'05' 318.52' N3710'31'w (RG) (320.03') (950.00') - (318.521 (N3709'15'W) C15 60.07' 372.67" T14'07' 60.00' S7721'22'E (R10) (60.07') (372.67') (T14.071 (60.00') (S72'15'19'E) LINE TABLE LINE NO. LENGTH BEARING L1 27.80' S1T46'22'W (R10) (27.651 (S1T4438V) (R49) (30.261 (N 1 T39'26'E) L2 154.25' N8T46'48'E (R45) (154.25') (N8T46'50-E) (R46) (154.251 (N8T48'117E) (R49) (154.251 (N8T48'117E) L3 154.25' S41'45'07'E (R45) (154.251 (S41-45'19'E) (R46) (154.25") (S41'43'45'E) (R49) (154.251 (S41'43'45-E) 0.22' EAST OF PC HELD FOR SOUTH ROW i PI29+15.15 SEE DIETAIL ,H, v C T»S SFET C7 91�7 PC 30+50.77 Gg N:463862.61 C E:3331557.56 HELD 29.94' OS TO CL; PER R46 48.71' 1306 (S41:19 39'E 49.17')(R30) (S4157 55'E 49.11')(R45) 13C HELD FOR NW ROW OF LAKE ROAD, 6�- SEE NARRATIVE P� 000� .�00.00v �1 CO N ate/ ftNg 4 0 Q6 N r.; "' 40 l!? L0 h :� U Z 05 �W- U scn U � 1382 co (S8T40'27'E) (137.57')(R30) o N8T49 28'E 137.52'* - (O PARCEL 1 � o cv A 0.54 EAST OF ROW; CALCULATED C-S-NW �Q - � NOT HELD 1 /64 SECTION 15 I 1381 Q ado I , O 9� ^ c ' io& M I sow, PARCEL 2 � ( A o �I LEGEND DWI HELD 29.94' OS TO CL; PER R46 I 0 80 1 INCH = 80 FT_ PARAM ETRIX CONTROL TABLE POINT NO. NORTHING EASTING DESCRIPTION 11 464095.59 3332567.68 SET MAG NAIL W/ 1-1/4' WASHER-PARAMETRIX' 12 464054.11 3332368.08 SET tdAG NAIL W/ 1-1/4' WASHER 'PARAMETRIX' 31+17.14 N:463813.10 E3331601.75 TERMINOUS OF 'RECONSTRUCTED OCHCO HWY' PER RG; STA. 524+93.62 OR126: 31+42.99 R 2.69' N:463792.02 E:3331616.95 �O 0, s� sos\�y0 B4P&VIV AND S&C D® W_ 148 Pa.. 292 S8T46'00'W 1069.927 (S89'49'16'W 1 FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRIPTION STATION OFFSET 1305 463806.56 3331567.71 FOUND 5/8' IR NO CAP PER R30 30+99.35 2935 1306 463843.05 3331534.88 FOUND 3/4' IP W/ YPC 'POVEY ASSOC! PER R10 30+50.22 29.94 1307 463883.01 3331579.48 FOUND 3/4' IP W/ YPC 'POVEY ASSOC! PER R10 30+50.20 -29.94 1308 463979.90 3331443.29 FOUND 3/4' IP W/ YPC 'POVEY ASSOC." PER R10 28+95.32 -30.61 1309 464007.29 3331300.54 FOUND 3/4' IP W/ YPC "POVEY ASSOC." PER R10 27+60.96 -30.20 1310 463947.14 3331300.62 FOUND 5/8' IR W/ YPC "TYE ENGINEERING' PER R45 27+60.81 29.96 1311 464105.20 3332598.25 FOUND 5/8' IR DOWN 1.20' PER R2, HELD FOR NORTH LINE OF SE EVERGREEN AVENUE - - 1312 464094.91 3332668.00 FOUND 5/8' IR PER R19 - - 1313 464042.97 3332084.65 FOUND 3/4' IP W/ YPC 'POVEY ASSOC- PER R10 - - 1314 464100.51 3331555.84 FOUND 5/8' IR PER R2 - - 1315 464040.79 3331528.47 FOUND 3/4' IP W/ YPC ILLEGIBLE. BENT NORTH TIED AT POE RPER 10 - - 1320 464100.84 3331528.08 FOUND 5/8' IR DOWN 0.50 PER R2 - - 1321 464102.35 3331879.56 FOUND 3/4' IP BENT SOUTH. TIED AT BEND PER R10 - - 1380 463044.86 3331307.28 FOUND 5/8' IR W/0 CAP PER R30 - - 1381 463266.52 3331380.33 1 FOUND 5/8' IR W/O CAP LEANING M. TIED POE PER R44 - - 1382 463497.68 3331460.05 FOUND 1/2' IP W/ YPC 'POVEY ASSOC' PER R31 - - B4RGNN AND S4T A 9 V �s y0 ZL 148 PC 292 � � J J N4910'270E 35.29' 521+83.00 `s RT: 63.00 RECONSTRUCTED OCHOCO HWY N41'49133'W 23.89' S8T49 281N SOUTH LINE OF THE NORTH HALF OF THE SE1/4NW1/4 SECTION 15 ��s`� C' ' ��`- �9 o -k o>, -- �'� Z \ B4faVN AND SALE DEED �� O 7�s J� Va 98 Pi; 1158 `c99 N � F I 40.00' I ° i I o i I h i of Z I I yi 30.00' ROAD EASEMENT TO THE CITY OF REDMOW, PER VOL 158 PG. 265 30.00' AND VOL 201 PG. 567; NOT DEDICATED TO I PAINg 2 THE PUBLIC AS ROW i SEE NARRATIVE I C og d� I i I � X I- I ci 0 I co i l I I I i , 10.00 ROW DED cq N I PER R19 I i I o I � cV M Z n O ( N V to C" N �� M s N I !n N M � C" r o I I-- 70.00 I I I i (cag:-�.d to Luco F- (n O ( C7 o 7-1 t5 of W U W W( 0:: i CV- I Qo� � .-M " z-,I='eq �n Z co o � i o •1 \� •�� 514.23 � � 112.92 ' DESCHUTES %owUMSURVUOR SBT49'28'W 627.15' J' � -0/ /0� I;V02S Y, RLM XY of)0TKW,� 3. B LEGEND �J� SEE SHEET 6 0 SET PARAMETRIX CONTROL AS NOTED IN 'CONTROL TAKE' N I r' bo I c FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS TABLE', HELD (n N h UNLESS OTHERWISE NOTED v I v h 4i � ❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE NOTED S1550'17'W 9.76' I v N .� (RI) RECORD INFORMATION PER SURVEY OR DOCUMENT R9EREDCE �(S16'22'01'W 9.84)(R30) (S1553'27'W 9.84')(R31) I c i G MONUMENT NUMBER. SEE TABLE SEE DET� Y ; ® CONTROL NUMBER. SEE TABLE SHEET 8 i NSG NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS 8 i PP NO. PARTITION PLAT NUMBER PER DESCHUTES COUNTY �FICIAL RECORDS ROW RIGHT-OF-WAY DED DEDICATION R IRON ROD P IRON PIPE YPC YELLOW PLASTIC CAP RPC RED PLASTIC CAP DCSO DESCHUTES COUNTY SURVEYORS OFFICE DCOR DESCHUTES COUNTY OFFICIAL RECORDS CJ COMMISSIONERS JOURNAL PER DCOR CALCULATED MEASUREMENT C2 to N CS 2 1 a44- LEGEND �o 0 SET PARAMETRIX CONTROL AS NOTED IN 'CONTROL TABLE' FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS TABLE', HELD UNLESS OTHERWISE NOTED0 80 ❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE NOTED 4*�so \ 1 INCH = 80 FT. z FOUND SECTION CORNER AS DESCRIBED IN 'FOUND y°a� ->, o o a o MONUMENTS TABLE ; HELD ems? \ �,��o s?♦ ,0a pp a0 y" FOUND QUARTER SECTION CORNER AS DESCRIBED IN fo0 0 9 �?° 'FOUND MONUMENTS TABLE'; HELD 081 °,�o sO°69��� CALCULATED SECTION CORNER AS NOTED; HELD 605+76.00 (RG)C�s�. �t10 OhXh �9>�- 9� C� CALCULATED QUARTER CORNER AS NOTED; HELD to / cFyi `1°9 �F Ps1RCEC 2 (RI) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE �O' / ySFt� S9 t� l �sy �k�p�p soh •, _ \ sF t1? `�°9 F� ® MONUMENT NUMBER. SEE TABLE �' ��• ti �1 No N �' 6J 6j ® CONTROL NUMBER. SEE TABLE • �p&o QV�p1� ��� w-A 299 - S %Qyu,,Jty�� is°a j. MT. NO INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL '�o�.��'��'v �Q�� �S�srS- ,F2 RECORDS .`O c� Jp �O� 7�g J ?s PP N0. PARTITION PLAT NUMBER PER DESCHUTES QO PC�,, COUNTY OFFICIAL RECORDS ROW RIGHT-OF-WAY IR IRON ROD , 64.06(RG) p IRON PIPE `. 602+7 4.30 YPC YELLOW PLASTIC CAP RPC RED PLASTIC CAP o a DCSO DESCHUTES COUNTY SURVEYORS OFFICE ' DOOR DESCHUTES COUNTY OFFICIAL RECORDS T \ 1 CJ COMMISSIONERS JOURNAL PER DCOR MArvVIN AND S4LE D® Ti 6S StffFT o o N 0 64.00 (RG) o # CALCULATED MEASUREMENT ;& 99 PC. 1159 � J v 61.00 (RG) `� 1 S41'45'07'E 1263.20' 74.60' 1300 113.46' ' (S41'54'37'E)(RC) (S41-53'30'E)(R20) (S41'43'45'E 1619.00')(R46) (S41'43'45'E)(R49) S41-45'07" 133.38S41'45'077E 188.06' S41'45'07'E 1621.45' OR 126 (OCHOCO HWY NO. 41) NZ,` 623.61' 1 203.61' S4145 070E 827.23 POB RECONSTRUCTED 9TH STREET 600+66.58 51+234.24 RECONSTRUCTED OCHOCO Co (S 531 \ C/li' Of RED,110N0 600+00.00 RECONSTRUCTED 9TH rl ' �� j3 1�1 BEARS �551'41'W 2651.43' FROM N 1/4 SEC 15 I 255�(Rc) - ( N:462787 322E-3332350(.22 ' - h - ��• - 29 128.53 L=647 `� "W 127.42 N49 29 �X C16 L=239.11' Sg5454,E 128.53l(RG) 6 65 L1C5'�' ($4g54'14" E 127.42')(RG) + C4 to to �h pal 6W OF &WOND 7'7n CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C16 239.11' 500.00' 2724'00' 236.84' S36'13'291E (RG) (239.11 1 (500.00') - (236.841 (S36' 12'23'E) C17 64.65' 120.00' 30'51'58' 63.87' S34'29'30'E (RG) (64.65) (120.00) - (63.87) (S34 28'08'E) C18 64.65' 120.00' 30'52'120 63.87' S34 29'23'E (RG) (64.65') (120.00') - (63.87') (S34'28'08'E) C19 213.04' 500.00" 24 2445' 211 AS S3743'060E (RG) (213.041 (500.001 - (211.431 (S3741'51'E) C20 263.97' 1000.00' 1507'28' 263.20' S33'0429'E (RG) (263.97') (1000.00') - (263.21) (S33'03'121) C21 306.38' 970.00' 1905'50' 305.11' S3742'127E C22 315.85' 1000.00' 18'05'50' 314.54' S3742'127E (R19)(RC) (318.82) (1000.001 (18'16'01' (317.47') (S32'46'37'E) (R20) (318.82') (1000.00') (18-16'011 (317.47') (S3745'30'E) (R46) (320.66') (1015.00') (18'06'031 - - (R49) (315.92) (1000.00') (18'06'031 - - C23 316.13' 1040.00' 172458' 314.87' S3722'027E (1119) (316.92) (1040.001 (172T35' (315.691 (S32'22'24'E) C24 238.87' 339.00' 4T22'22' 233.96' S19'53'19'S C25 281.86' 400.00' 40'22'22' 276.06' S19'53'19'W (RG) (282.14') (400.00') - (276.331 (S19'53'22-W) C26 26.37' 464.00' S 15'24' 26.37' (S38'26'49'W) C27 66.58' 120.00' 31'47'18' 65.73' S55'58'09'W (RG) (66.58') (120.00') - (65.731 (S55'59'25'W) LINE TABLE LINE NO. LENGTH BEARING L4 31.00' S8T42'08'IW L5 19.85' SO'17'52'E L6 37.44' S31'06109'W L7 45.11' N8T52'567E L8 30.00' N8T52'56'E L9 84.80' S0'17'527E L10 45.32' SO'17'52'E L11 (1120) (R46) (R49) 159.25' (160.77j (161.68) (159.29') S41'45'07'E (S41'53'307E) (S41'43'45'E) (S41'43'45'E) L12 (R20) (R46) (R49) 159.25' (i 60.77') (161.68') (159.291 S23'39' 170E (S2337'29'E) (S23'37'42'E) (S23'37'42'E) 1372 ,hh �o .e`er _1% �hh •h� CALCULATED C1/4 SEC. 15 PER R19 / SEE DUAL 'X THIS SHEET N:462785.20 E3332634.71 RECORD OF SURVEY PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY REDMOND EASTSIDE ARTERIAL PROJECT LOCATED IN SECTION 10, SECTION 15, SECTION 22, THE SOUTHEAST 1/4 OF SECTION 16, AND THE NORTHEAST 1/4 OF SECTION 21, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON zmsk /VO. �p '`� 2023-375 0�" W W 2.74.08 �, (RG DETAIL 'I' o 61. NOT -TO -SCALE n 601+70.00(RG) S41"45'07'E S41'45'07'E S56'27'53`W 4.19' 70-�00 (RG) 601+ OR 126 (OCHOC HWY) - 71.�' (RG)G 80.00' RTaR/,__-_--601+3600(R) 601+10_00 \ ��\ PI 48+31.47 1303 N:462534.14 ho E:3332743.34 ' -__ C23 Ll 1 L=159.25' 1322 1323 C22 L-315.8 5 5 \V . DETAIL �� o (52.3•, NOT--TO-SCALE UNDED/G47ID R!?N' C21 L=3• p638v' -lid (S2 �,\ s2�39 SEE k4RRATN£ PT 49+88.08 _ o �� (5233� 29 E 6'\ £ �9� 82. (R19� N:462388.27 `� ~' £ ``6 39�(�R �(2 332807.23 RECOSTRUC 23;�3836�;13,742g0 �I (Ri8fi4gI29C19 L=213.04' 39�82' ?Q�\ \ 39 0 N (S252S:'0 43'1Y 1 y�'q y 0 82. , + g 28 24.g8- h 124989(R0, C20 L_2' 63.97' N40'38'12'W 440.18' Cl (S40'36'577E 440.18')(RG) ON 14- D C CO s0a s,8 �' C1fr arRolwoNv 01/0& 02S-_ BySwo Fl 1301 PC 46+72.22 BEARS S41'45'077E 286' FROM INTERSECTION OF NS C1/4 LINE N:462652.95 Jt� E3332637.29 PARAMETRIX CONTROL TABLE POINT NO. NORTHING EASTING DESCRIPTION STATION OFFSET 67 462759.25 3332604.03 SET 5/8' IR W/ RPC 'PARAMETRIX CONTROL' 45+70.77 -45.97 FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRIPTION STATION OFFSET 1251 462046.66 3333000.53 FOUND 5/8' IR W/ YPC 'HWA' PER R19 53+78.54 -40.00 1252 462031.96 3333007.11 FOUND 5/8' IR W/ YPC 'HWA' PER R19 53+95.42 -39.97 1300 462774.92 3332561.02 FOUND MAG NAIL W/ 1-1/4' WASHER 'OBEC CONTROL' PER R20 NOT 45+30.44 -2C32 1301 462785.35 3332674.90 FOUND 5/8' IR NO CAP PER R19 45+98.50 -116.22 1302 462785.32 3332664.85 FOUND 5/8' IR W/ YPC ILLEGIBLE PER CS14751 45+91.83 -108.71 1303 462669.52 3332675.42 FOUND 5/8' IR W/ YPC STAMPED 'HWA' PER R19; HELD O/S PER R20 46+84.76 -39.59 1304 462402.99 3332844.45 FOUND 5/8' IR W/ YPC 'HWA' PER R19 49+89.53 -40.00 1322 462637.00 3332615.78 FOUND 5/8' IR DOWN 0.80 PER R4 46+69.80 26.67 1323 4-62614.16 3332635.73 FOUND 5/8' IR DOWN 0.75 PER R4 47+00.90 26.60 1370 462782.46 3331305.61 FOUND 5/8' IR W/0 CAP PER R4 - - 1372 462795.28 3335287.85 FOUND 3' BRASS CAP UP 1.00' PER R48 - - 1257 460140.83 3332648.45 FOUND 2-1/2' AL CAP BENT TO WEST SHOT AT POE PER R48 - - S�FJtp�J �6sr °J?Jt ,pF }tom JOB NO. 297-6237-007 JOB NAME: REDMOND EAP DRAWN: CAP 0 CHECKED: CAP/DM co z SCALE: 1 = 80' DATE: DECEMBER 10, 2024 PARCEL .3 ' ,` 1251 \ 1252 ' I2-10 �zy REGISTERED PROFESSIONAL OREGON DULY 11, 2023 COREY PACHEC 101863 EXPIRES: 12-31-2024 = ��, � �ltml I Ij ;[q] Ul 1 T Ut- KLUMUNU Parametrlmk 150 NVV Pacific Park Lane, Suite 110 - Bend, OR 97701 Ph: 541.508.7710 CS 2 �aaa- 0 qt 80 1 INCH = 80 FT. 1 L=15.76' PC 53+78.90 N:462030.28 E3332964.04 PAi rZZ .3 � �' C32 t _ 13 \ G3o _4?9 44' 1 �?�9� ��4520' �40-j8, �, •66� C29 t` 36 52'�r 18' \ ems% �� - - /NST. NO.200�22409 18i(RG) POB 'RECONSTRUCTED OCHOCO HWr 500+00 ON 'RECONSTRUCTED OCHOCO HWY' ALIGNMENT BEARS SOT31'26'E 3638.20' FROM 1267 (SOT30' 1 I -E* 3638.20'*)(RG) 56+30.50 L 0.01' N: 461818.01 E3333097.38 CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C28 483.67' 880.00' 31'29'29' 477.61' S3T24'017E C29 467.18' 850.00' 31'29'29' 461.32' S3T24'017E (R19)(RC) (467.351 (850.00') (31'30'09' (461.48') (S3T23'41'E) (R20) (467.35) (850.00') (31'30'091 (461.48') (S3T22'34'E) (R46) (467.241 (850.001 (31'29'431 - - (R49) - (850.00) (31'29'431 - - C30 445.20' 810.00' 31'29'29' 439.62' S3T24'01'E C31 15.76' 810.00' 1'06'54' 15.76' S2412'44'E (R19) (16.11) (810.001 (1'08'23') (16.11) (S2412'48'E) C32 429.44' 810.00' 30'22'35' 424.42' S3T57'28'E (R19) (429.24') (810.00') (30'21'46'� (424.24� (S39'57'52'E) L14 L=239.66' C28=483.67' PI 56+18.56 NA61810.77 1253 E:3333060.19 PT STA BACK 58+46.08 STA AHEAD 58+46.07 N:461673.81 E:3333256.86 LINE TABLE LUTE NO. LENGTH BEARING L13 239.66' S23'39'17'E (1120) (239.751 (S23'37'297-) (R46) (239.69) (S23'37'420E) (R49) (239.691 (S23`37'42'E) L14 239.66' S5908'460E (R20) (239.75) (S55'07'380E) (R46) (239.69') (S55'07'250E) (R49) 1 (239.69') (S55-07'25'E) pp�000 I2-ID� REGISTERED PROFESSIONAL .AND SURVEYOR OREGON DULY 11, 2023 COREY ACHECO 101863 EXPIRES: 12-31-2024 S55'08'46'E 1389.89' (S55'08'45'E 1390.12')(1119) (S5S08'45'E 2445.70')(R19) (S5SO7'25'E 2454.83)(R46) (S5S 07'25'E)(R49) S550846'E 2445.49' OR 126 (OCHOCO HWY NO.41) 0Y ar IPEDA00 S55.08'467E 2445.49' Z� RECORD OF SURVEY PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY REDMOND EASTSIDE ARTERIAL PROJECT LOCATED IN SECTION 10, SECTION 15, SECTION 22, THE SOUTHEAST 1/4 OF SECTION 16, AND THE NORTHEAST 1/4 OF SECTION 21, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON 0 0 0 0 0 0 0 0 _o LEGEND LEGEND x 'CONTROL DEWHUMP COUM- SURMOR Q SET PARAMETRIX CONTROL AS NOTED IN TABLE' (RI) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE 0 FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS ® MONUMENT NUMBER. SEE TABLE of �� �Zs ��: � �i �� ALM TABLE , HELD UNLESS OTHERWISE NOTED ® CONTROL NUMBER. SEE TABLE ❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE INST. NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL NOTED RECORDS FOUND SECTION CORNER AS DESCRIBED IN 'FOUND PP NO. PARTITION PLAT NUMBER PER DESCHUTES ��( O�� RECORDS > 1372 3r >cS MONUMENTS TABLE'; HELD � RO1N RIGHT-OF-WAY y� FOUND QUARTER SECTION CORNER AS DESCRIBED IN R IRON ROD 'FOUND MONUMENTS TABLE ; HELD p IRON PIPE CALCULATED SECTION CORNER AS NOTED; HELD CALCULATED QUARTER CORNER AS NOTED; HELD COMMISSIONERS JOURNAL PER DCOR YPC YELLOW PLASTIC CAP RPC RED PLASTIC CAP DCSO DESCHUTES COUNTY SURVEYORS OFFICE DCOR DESCHUTES COUNTY OFFICIAL RECORDS * CALCULATED MEASUREMENT (N34'51'15'E 10.00')(R19) 0 N34'51'14" E 10.00' 1255 N (S5S08'45'E 1390.12)(R19) S5S08'46'E 1389.89' POT STA BACK 72+35.96 STA AHEAD 71 +87.86 N:460879.51 E:3334397.41 1256 0 o 0 0 0 0 M FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRIPTION STATION OFFSET 1200 460143.00 3335307.42 FOUND 3-1/4' AL CAP IN CONCRETE PER OCRR 1032 - - 1201 460119.68 3335283.70 FOUND 2-1/2' BRASS CAP ON 2' PIPE UP 2' PER OCRR 1032 - - 1251 462046.66 3333000.53 FOUND 5/8' IR W/ YPC 'HWA' PER R19 53+78.54 40.00 1252 462031.96 3333007.11 FOUND 5/8' IR W/ YPC 'HWA' PER R19 53+95.42 39.97 1253 461653.29 3333195.48 FOUND MAG W/ 1-1/4' WASHER -08EC CONTROL' PER R20 NOT HELD 58+09.69 52.74 1254 461706.77 3333279.52 FOUND 5/8' IR W/ YPC 'HWA' PER R19 58+45.83 40.00 1255 460920.53 3334425.99 FOUND 5/8' IR W/ ILLEUBLE YPC PER R19 72+35.97 50.00 1256 460912.20 3334420.27 FOUND 5/8' BENT SNOT AT POE PER R19 NOT HELD 72+36.04 39.89 1257 460140.83 3332648.45 FOUND 2-1/2' AL CAP BENT TO WEST SHOT AT POE PER R48 - - 1275 460307.83 3335306.17 FOUND 5/8' IR W/ YPC 'HWA' PER R19 83+09.68 50.00 1276 460317.27 3335292.23 FOUND 5/8' IR W/ ILLEGIBLE YPC PER R19 82+91.58 50.00 1277 460283.60 3335306.39 FOUND 5/8' IR W/ YPC "HA MCCOY UNKNOWN ORIGIN NOT HELD 83+23.80 29.77 1372 462795.28 3335287.85 FOUND 3' BRASS CAP UP 1.00' PER R48 - - 0 a "A O s� PARCEL .3 ma's `r�a.-�� �s C35 L=16.88' (S5S 08'45'E 1055.58')(R19) 1275 s� o�ssi S5608'46'E 1055.60' 1276 - , /NST. N0. 2008-22409 _ 23.92'�� (S5508'45'E 2445.70')(R19) (S55'07'25'E 2454.83')(R46) (SW07'25'E)(R49) o S55'08 46'E 2445.49 0 J J - - - - - c - OR 126 (OCHOCO HWY NO. 41) C34 L=51.15' 'os S5908'46'E 2445.49' C33 PC 82+43.46 ` L=71.31' >�> J 1 END STA N:460276.24 82+94.61 E3335263.66 NA60248.54 ClIY G!� RLDMOND > E:3335306.64 1200 - 1201 °o��° 6hp1p BEARS S54'29'53V ,�`L6_.5p�,p�'� 33.27 FROM 1200 -\N CJ .g1 (N6g19'w 2112'}�RM)* - 1 ` 9 (S44W 33.09` OCRR 1032) ' N653,25 2112 is �- ��9 p161 H. RO B v 4-352� 0XA1TE SEE 0 80 1257 1 1 INCH = 80 FT. CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C33 71.31' 742.20' 5*30'19' 71.29' S5753'557E C34 (R19)(RC) (R46) 51.15' (51.13') - 712.20' (725.00') (712.201 04'06'54' (04'02'27' - 51.14' (51.12') - S57121137E (S5709'58'E) - C35 (R19) 16.88' (16.851 662.20' (675.001 1 1 `27-38 (1-25.481 16.88' (16.85) S5952-35-E (S55'51'39'E) FF0j N0. 297-6237-007 PREPARED FOR: NAME: REDMOND EAP CITY OF REDMOND DRAWN: CAP CHECKED: CAP/DM z SCALE: 1' = 80' Li DATE: DECEMBER 10, 2024 Cn ■ Parametri 150 NW Pacific Park Lane, Suite 110 • Bend, OR 97701 Ph: 541.508.7710 7n] 0 CS 2 �aa4- � i r i i i i i i i r i � i i i ■ P�Z SEE SHEET 5 boo 0 �4 1( v� (S00'09'08'E 253.06')(R31) (SW 19'26"W 253.06')(R30) N00'1243'W 253.06' I INCH = 2UU FT. N8T48'52'E 1329.07' (SS8T38'577E 1329.091(R) (S8T38'57'E 1329.091(R30) / 'r �, cv o lPl�G�Oo � Ql,�' O PARCEL 2 �; J S15'50'17'W 9.76' �38p � V (S16'22'01'W 9.84)(R30) i v I (S15'53'27'W 9.84)(R31) lij O „ M M rn M � I to O z v o co / M N M M O 0 z 0 of sM - co to co �n N � � N 0 0 z i O co M to N 3 in 0 6 z 0 0 rn o io rn M o 0 z M Of ai M i I DETAIL V SCALE: 1' = w � ' ^ C w Of to v- o V v Ckf Q�i (.0 N CO co co M O O t st M M N d N N N O N t0 O O O O m O p z C36 L=61.46' ` /4063 (48.94')(R42) ��(48.92')(I?31) 48.92' I � ^ N � O (48.941(R42) (48.92')(R31) CLl1' �48.92' N 1 �<V � N � v N P-) � ci LOT 8 CW 1//11�6�pSEC. 15 SE DEh L V 0r OF &VkVAD N8T52'56'E 1329.11' (S89'52V 1329.091(R4) 2-1O-Z_ 1 REGISTERED PROFESSIONAL 0.13' EAST OF C NS 1/4 LINE --�- 396.00'* (3961)(RM) JULY 11, 2023 __'35"W 423.991* �\ COREY PACHECO (S8G11'W)(RM) Ns�, 101863 298 M �tis�?6 '\1 EXPIRES:12-31-2024 �dg `�96 SEE SHEET 6 FOR DETAILS N L, tj 7 43?5*W (jam M p.�N t2 'r p W W Z f� d ^N �ECOUNTY p v N yo in 1370 °�, 1296 W ti ti N 0 o� o� co �_ O co �� rn � { LOT 6 N LOT 5 ^ d N to nj N , N LOT 4 \ LOT .3 pp N Of Pr PARCEL 1 �1'`' •1, ,51 o) CALCULATED S 1 /16 ���� PT PARCEL 2 40� C)locr- `' I SEC. 15 AND 16 \ ��� ho°h°'S 5 �� �y'�,.�� „y�1\ v CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C36 (R31 XR42) 61.46' - 530.00' 530.00' 6'38'38' - 61.42' - Sl T09'36'W - (829.60)(R30)(R31) (829.59)(R47) \`�� `� �,th I 829.61" �S / - SW 1/16 SEC. 15 " (245.65")(R47) 583.95' (583.94')(R47) 245.67' 1293 1294 500.01' 1319 (500.00')(R30)(R31) S8T53'38V 1329.62' (S8T57'08'W 1329.60')(R31) (S8T34'18'E 1329.601(R30) (S8T34'18'E 1329.60')(R4) (S8T57'08-W)(R47) FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRIPTION 1251 462046.66 3333000.53 FOUND 5/8' IR W/ YPC '!-TWA' PER R19 1252 462031.96 3333007.11 FOUND 5/8' IR W/ YPC 'HWA' PER R19 1253 461653.29 3333195.48 FOUND MAC W/ 1-1/4' WASHER 'OBEC CONTROL' PER R20 1254 461706.77 3333279.52 FOUND 5/8' IR W/ YPC 'HWA' PER R19 1257 460140.83 3332648.45 FOUND 2-1/2' AL CAP BENT TO WEST SHOT AT POE PER R48 1258 460139.32 3329988.24 FOUND 2-1/2' BRASS CAP PER OCRR 1274 1278 462778.16 3329976.54 FOUND 3/4' IP W/ ILLEGIBLE YPC PER PP NO. 2005-85 1293 461459.82 3330566.34 FOUND 1/2' IP W/ YPC 'POVEY ASSOC! PER R47 1294 461460.27 3330812.00 FOUND 5/8' IR W/0 CAP PER R4 1295 461658.34 3331030.66 FOUND 1/2' IP W/ YPC 'POVEY ASSOC- PER R42 1296 461813.62 3331202-00 FOUND 1/2' IP W/ YPC 'POVEY ASSOC- PER R42 1297 462163.40 3331308.52 FOUND 1/2' IP W/ YPC 'POVEY ASSOC- PER R42 1298 462309.38 3331307.80 FOUND 1/2' IP W/ YPC 'POVEY ASSOC' PER R42 SEE SHEET 5 FOR CURVE DATA NOT LISTED IN THIS TABLE LINE TABLE LINE NO. LENGTH BEARING L15 114.04' N15'50'177E Ll 6 144.63" N15'50'170E il FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRIPTION 1299 462469.56 3331307.07 FOUND 1/2' P W/ YPC 'POVEY ASSOC- PER R42 1300 462774.92 3332561.02 FOUND MAG NAIL W/ 1-1/4' WASHER 'OBEC CONTROL' PER R20 1301 462785.35 3332674.90 FOUND 5/8' IR NO CAP PER R19 1302 462785.32 3332664.85 FOUND 5/8' IR W/ YPC ILLEGIBLE PER CS14751 1303 462669.52 3332675.42 FOUND 5/8' IR W/ YPC STAMPED 'HWA' PER R19 1304 462402.99 3332844.45 FOUND 5/8' IR W/ YPC 'HWA' PER R19 1319 461461.20 3331312.01 FOUND 5/8' IR PER R4 1322 462637.00 3332615.78 FOUND 5/8' IR DOWN 0.80 PER R4 1323 462614.16 3332635.73 FOUND 5/8' IR DOWN 0.75 PER R4 1370 462782.46 3331305.61 FOUND 5/8' IR W/O CAP PER R4 1380 463044.86 3331307.28 FOUND 5/8' IR W/O CAP PER R30 40636 461910.38 3331309.46 FOUND NAIL AND FEATHER UNKNOWN ORIGIN, NOT HELD 40637 462827.36 3331305.59 FOUND 1/2' IP W/ YPC 'POVEY ASSOC' DESTROYED LAYING ON GROUND RE4R2 1322 RECORD OF SURVEY PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY REDMOND EASTSIDE ARTERIAL PROJECT LOCATED IN SECTION 10, SECTION 15, SECTION 22, THE SOUTHEAST 1/4 OF SECTION 16, AND THE NORTHEAST 1/4 OF SECTION 21, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON LEGEND 1303 0 SET PARAMEIRIX CONTROL AS NOTED IN 'CONTROL TABLE' 0 FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS TABLE% HELD UNLESS OTHERWISE NOTED PARWg 2 ❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE NOTED FOUND SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE'; HELD 1304 Wood FOUND QUARTER SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE'; HELD CALCULATED SECTION CORNER AS NOTED; HELD CALCULATED QUARTER CORNER AS NOTED; HELD Gip aO (R#) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE �0 0 0 0 ® MONUMENT NUMBER. SEE TABLE ® CONTROL NUMBER. SEE TABLE 1251 WST. NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS 1252 PP NO. PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFKt & RECORDS RC-Yj, ROW RIGHT-OF-WAY �y� (C� PARCtZ J R IRON ROD P IRON PIPE S6¢ 2s F� YPc YELLOW PLASTIC CAP ` ik 91 �•9� RPC RED PLASTIC CAP Lo �K4 � 1254 DCSO DESCHUTES COUNTY SURVEYORS OFFICE DCOR DESCHUTES COUNTY OFFICIAL RECORDS N 1253 CJ COMMISSIONERS JOURNAL PER DCOR * CALCULATED MEASUREMENT C> O N58'o3'25V 132.001* (N56'49'W 132')(RM) 6'Lo �O Lo C �C ap O Z O Of co N 2 0 co �L �o O � O \ o O 1.78' WEST OF C NS 1/4 LINE \ (N8T57'W 2659.14')(R1) (S8T29'39'E 2660.231(R4) 16 1 1258 (S8T58'12-W 2660.41')(R19) (S89'58'08'E 2660.35)(R42) 15 S89'58 04'W 2660.20 21122 SEE SHEET 10 1257 22 N65� �9 jy 11 i PARAMETRIX CONTROL TABLE POINT NO. NORTHING EASTING DESCRIPTION 1 461370.26 3332180.40 SET 5/8' IR W/ RPC 'PARAMEfRIX CONTROL' 2 461134.77 3332641.50 SET 5/8' IR W/ RPC 'PARAMETRIX CONTROL' 67 462759.25 3332604.03 SET 5/8' IR W/ RPC 'PARAMETRIX CONTROL' CS 2 �aaq- BEGIN STATION 0+00 N:460514.23 E3327875.30 tO 119'33'36' 11g325'(RN) / 21 1260 16 2f- 59 �fo, R20)30S9F abs s 1 90 J`.13,¢ N� (N8T56'08'E* 2327.25'*)(RO) (N8T40'40'W 2642.251(R27) (N89'45'23-W 2641.01')(R28) S8T52'35'E 2641.09' (1260 TO 1258) 1319.66" (1320.75")(R27) FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRIPTION STATION OFFSET 1259 460141.63 3328898.79 FOUND 3/4' IP PER CS01109 11 +02.39 -33.08 1260 460145.03 3327347.16 FOUND 3-1/4' BRASS CAP IN CONCRETE BLOCK PER OCRR 1875 - - 00 ` o � 00 � PC 6+44.40- N:460236.98 E:3328457.00 SEE DETA 1' MIS SHM N 0 80 1 INCH = 80 FT. RECORD OF SURVEY PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY REDMOND EASTSIDE ARTERIAL PROJECT LOCATED IN SECTION 10, SECTION 15, SECTION 22, THE SOUTHEAST 1/4 OF SECTION 16, AND THE NORTHEAST 1/4 OF SECTION 21, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON C39 C�gB 50, r A J m Z) CL 1259 �231.69' (231.96)(R43) -� 118 1=257.30' PI 9+01.70 N:460126.27 PT 11 +53.57 E3328689.27 N:460103.33 E3328945.54 PARM 2 DESCHUTE� COUNTY SURVEYOR Flip o ze&/�01 ccdhos B4iPWN AND S4T &0 h16T. NO 2012-JM90 (413.42)(R43) \ 413.46' (1259 TO 1261) S84'52'S9� 262.10' ' PARCEZ 1 (S84'51'38"E 26224')tR20} (S84'58'E 2621' RO �. _ W52'591 262.1 p' )( ) (2s21')(w�) ' _ S84'52959-E 262.10' 108.97' �Nl CAD s8r31 26015' (260.15)(R36) *E 369.12" (S8r2s'35�XR36) PIP wu Oo PC 14+15.67 N:460079.95 ' E3329206.59 POTEMUILLY PAfM 1 UNDEDICATED ROW ' SEE NARRATNE LINE TABLE _ LINE NO. LENGTH BEARING l.7 7 257.30' S64'30'59'E � (R20) (257.301 (S64 29'38"E) N LEGEND RO 25.4 ss4 3s' '9 DETAIL 'L' ( ) t 7 � { � NS' � j \ C40 l , C39 _ J SCALE 1' = 50' 0 SET PARAMETRIX CONTROL AS NOTED IN CONTROL TABLE L18 257.30' S84'52'59'E q Y (R 424.63• L'4g850' m FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS (R20) (257.301 (S84 51'38'E) \ (� 3`4��OM0 C4�2 (, TABLE', HELD UNLESS OTHERWISE NOTED (RN) (257.4) - C44 1 q / 2j932' ❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE RO 257.4 S84'581 (, j8z0,' RpQR , � �--50s NOTED t ) t ) t ) TRO; .17 s �� E PER R4.3 avp 2��16 23.95 FOUND +MONUMENTS SECTIOTABLE�CORNER AS DESCRIBED IN 'FOUND 54.88' �� ' 155.61' �a 1259 CURVE TABLE `. � 5241' -73.87 04a/ FOUND QUARTER SECTION CORNER AS DESCRIBED IN _ C43 'FOUND MONUMENTS TABLE'; HELD CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C.38 L-51 !'229 84' 9.83• CALCULATED SECTION CORNER AS NOTED; HELD C37 509.17' 1432.39' 20" 22'00' 506.49' S74 41'59'E [-213.03' C47 L=23.93' (R20) (509.17') (1432.391 (20-22-001 - - N UNE PARCEL 2 - CALCULATED QUARTER CORNER AS NOTED; HELD (RN) (509.21 1432.39 * - - _ PP NO. i 994-50 (S82'2 3 -E 212� (R36)(R38 (RO) (509.21 1432.39'* (20'221 - - �� C46 C- 73; - --- 31'S31 2i257' ) (Rj) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE ® MONUMENT NUMBER. SEE TABLE 5i9.83' 1462.39' 2(T22'00' S17.10' S74'41'590E / POTEIMALLY ® CONTROL NUMBER SEE TABLE C39 498.50' 1402.39' 20'22'00' 495.88' S74'41'59'E UNDEDICATED ROW SEE NARRATIVE 10. NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL C40 424.63' 1402-39' 1T20'55' • 423.01' S73'11'267E RECORDS ►'Z'� D �Zp2� PP NO. PARTMON PLAT NUMBER PER DESCHUTES C41 73.87' 140239' 3'01'05' 73.86' S83'2226'E REGISTERED JOB NO. 297-6237-007 PREPARED FOR: COUNTY OFFICIAL RECORDS C42 279.32' 143239' 11'10'22' 278.88' S70'06'100E PROFESSIONAL RDW RIGHT-OF-WAY C43 229.84' 1432.39' T11'38' 229.60' S80�17'10'E LAND SURVEYOR JOB NAME: REDMOND EAP CITY OF REDMOND R IRON ROD p IRON PIPE C44 181.0T 1462.39' 705'39' 180.95' S69OS487E DRAWN: CAP YPC YELLOW PLASTIC CAP C45 213.03' 1462.39' 8'20'48' 212.85' S75'47'01'E RPC RED PLASTIC CAP , . , , EGON o CHECKED: CAP/DM Parametrmik DCSO DESCHUTES COUNTY SURVEYORS OFFICE C46 125.73 1462.39 4 55 34 125.69 S82'2512'E JULY 11, 2023 a' CORNY PACHECO o 150 NW Pacific Park Lane, Suite 110 •Bend, OR 97701 DCOR DESCHUTES COUNTY OFFICIAL RECORDS C47 23.93; 1175.92' 1'09�5T 23.93� S81.56�55'E 10PAC SCALE: 1 = 80 Ph: 541.508.7710 CJ COMMISSIONERS JOURNAL PER DOOR (R36) (23.93) (1175.921 (109 571 (23.93) (S8153 37'E s ) w CALCULATED MEASUREMENT EXPIRES:12-31-2024 = DATE: DECEMBER 10. 2024 CS 2 144-4 - - 30.00' 30.00' 1p o o �� N 00 ' N ic) N o tile 0��1ti� M O �O �^ V I rr) o o� ; O d :- co ^O RECORD OF SURVEY LEGEND PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY Q SET PARAMETRIX CONTROL AS NOTED IN 'CONTROL TABLE' REDMOND EASTSIDE ARTERIAL PROJECT 0 FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS LOCATED IN SECTION 10, SECTION 15, SECTION 22, THE SOUTHEAST 1/4 TABLE', HELD UNLESS OTHERWISE NOTED o N � N OF SECTION 16, AND THE NORTHEAST 1/4 %J SECTION 21, TOWNSHIP 15 ��� POINT As NOTED, HELD UNLESS OTHERWISE o ( S8T52'35'E 2641.09' (1260 TO 1258) NOTED ' (413.421(R43) v UNDEDICATED ROW (N8T54'13'W 2639.99')(CALC RO) `� SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, FOUND SECTION CORNER As DESCRIBED IN 'FOUND 413.46" (1259 TO 1261) 1261 � 0o4SEE NARRATIVE 541.00' (541.03')(R32) (541.00')(R37) 15 1258 CITY OF REDMOND, DESCHUTES COUNTY, O REGO N MONUMENTS TABLE'; HELD PARGEL 1 J I N cl SEE DETA1. 'Y' THIS SHEEP (75.00')(R4)(R32)(R37)� ��SEE SHEET 8 75.00 �� TDFOUND MONUMENTS BLE7;CORNER AS DESCRIBED W PI 16+79.23 d��ROi i \ IN, ' o C48 L= N:460059.65 360a , �Oi r ^ CALCULATED SECTION CORNER AS NOTED; HELD L19 L=227.56' 458 92 E:3329433.25 .�51'30''N,N �6ors - i o o ' RESOLVED I �` - �56?5-�5 6�1•W� PARLQ 1 �O4A o MOf ` P'�l'GEZ 1 �O� �oQ CALCULATED QUARTER CORNER AS NOTED; HELD lS 6-r�j �, Qo o o o ROW I C50 �-454 � 1 L20 t 36'15'30' Q W A N QQ 0 ' C49 '� S� - i (3515.5')(RN) t� N N (Rf) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE 260.15' L-449.4Y i W W i r C51 PT 18+69.83 0 ® MONUMENT NUMBER. SEE TABLE ' 1377=101.38, AR�ES `� , N:460003.83 0 go co ® CONTROL NUMBER. SEE TABLE POTENTIALLYMEDICAROW30.00'I �.� _ _ _` PLAT LINE 3 49' E:3329653.85 n CDP N N 22+16.11 ` 6 ' C52 v N:459918.88 (S O'INSTRUMENT ' SE THE L=96 93. PLATTED LINE C-1-- `` ` 1 QOQ� S7� E-3329989.55 S � s�p�, NISf. N0. RECORDS NUMBER PER DESCHUTES COUNTY OFFICIAL 00 M ^ 57�33,37 C26 50334. (� �� \ �E' 2��j��R PP NO PARTITION PLAT NUMBER PER DESCHUTES 1 N o (S7�29,55;E 17217, 283 _ s26'26 503 3 L""'r9 Y H� COUNTY OFFICIAL RECORDS PAR�^£L 1 � _ o N o � 17220�(Rl) `� 578,�, � ` 3j�(R29) (S7� 05 $EE �' �\ r� _ S7S4 , � � ROW RIGHT-OF-WAY 37� ?4'E 759 IR IRON ROD 0 o Q ^ v o 336.08' (576, ` 503.3�)(A'20) (S75 46'38 1 �7.60' P IRON PIPE N N O N I �j Z P[� [vlOo Z9 55'E� o ` , �� _�097 • , 8 - %(R2o S�5 47 �► YPC YELLOW PLASTIC CAP o N N o 9°° �(R�� (57�3 1324 1?82 (S75's e E 1 � o �� Y N o'. o (P(P (lvlOo 124 436.08) ; ; 3` 10916)( �60 , RPC RED PLASTIC CAP QQ ,; o z ''' `" a'�, a PARCEL 1 ° ° ° a DETA� (R20� - 1281 S7547'S9 (10976)(RN o0 5911' DCSO DESCHUTES COUNTY SURVEYORS OFFICE "' N : -' all SEE � T 109j 60' } ,� DCOR DESCHUTES COUNTY OFFICIAL RECORDS N HIS SHELT �'-' PAh'LEL 2 60.00' UNDEDICATED ROW b 75`33' CJ COMMISSIONERS JOURNAL PER DOOR Go N N NARRATIVE V * CALCULATED MEASUREMENT co Of 74355' a o ^ NS N 1261 I N �. � 30+00 15+51.21 (RED C=329r N:459726.40 N:460064.67 ,4 j Mp/V� CS o E3329341.26 C11Y REDA10N0 ; 3) q/ 3 ` C55 L=133.24' rcn Cog -458. kINOW 92N8TI5'29W 60.00' C57 L=135.55' N Nrn 111 (N8T12'19"W 60.00')(RJ) o N � �'- C56 DETAIL 'M' 0.22 EAST OF ROW NOT HELD • ,_ L=325.69' SCALE 1' = 70' C ui 59 1=137.86' _ _ _ 1377 C L-449.41 (REpM ETE1�,gN ; 1280 = 1 L-101.38' c� M S82'3153'E 47.46' - `� C60 RppRT (CJ 3-413� �� M O L25 L=20.17' L=31155� Rpgp) h co N. Lo I C61 L=12.97' 6 93 N � ' /NS N� ` v ^ I `o 2Q 2 W 36.02 U / ZD o R. o (35.98')(R40) N/ Ps1RCEL 1 % 0, {o" I 597.30(597.301106) (S89'51 47"E 597 31 I(R40) _ N LOT 9 PARAMETRIX CONTROL TABLE POINT NO. NORTHING EASTING DESCRIPTION 13 460218.98 3329363.48 SET MAG NAIL W/ 1-1/4' WASHER 'PARAMETW 17 457465.79 3329978.61 SET MAG NAIL W/ 1-1/4' WASHER 'PARAMETRIX' v S89'55'490E 633.32' ' ' N8T5147W 633.32)(R36) ^ ( LOT 2 f 1279 LOT 10 c INS cC 2' FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRIPTION STATION OFFSET 1250 457485.92 3330003.90 FOUND 3-1/4' BRASS CAP IN MON BOX PER OCRR 1209 - - 1258 460139.32 3329988.24 FOUND 2-1/2' BRASS CAP PER OCRR 1274 21+60.77 213.39 1261 460140.73 3329312.21 FOUND 3/4' IRON PIPE W/ YPC 'POVEY do ASSOC' PER R43 15+13.02 71.65 1279 459540.25 3329961.76 FOUND 5/8' IR W/ YPC 'LS 2527' PER R39 - - 1280 459673.65 3329961.23 FOUND 5/8' IR BENT 0.50' WEST. 11ED AT POE PER R41 - - 1281 459865.95 3329959.96 FOUND 5/8' IR W/ YPC 'L.S 2527' PER R41 22+00.41 58.57 1282 459881.37 3329959.63 FOUND 5/8' IR W/ YPC 'LS 2527' BENT SW. POE UNDER SIDEWALK. TIED HIGHEST POINT OF YPC PER R40 21+96.31 43.70 1283 459949.25 3329632.90 FOUND SCRIBE IN POWER TRANSFORMER UNKNOWN ORIGIN; HELD 18+62.76 58.04 1287 459144.32 3330023.99 FOUND 5/8' IR W/ YPC 'LS2527' DOWN 1.00' PER PP No. 1992-2 - - 1289 458812.66 3329996.04 FOUND Y BRASS CAP IN MON BOX PER OCRR 1210 - - 1292 459403.08 3330522.60 FOUND 1 /2' IP W/ YPC 'POVEY' PER R38 - - 1324 459873.74 3329957.30 FOUND 5/8' IR W/ OPC 'OBEC CONTROL' PER R20 21 +95.92 51.68 1373 458874.20 3330025.60 FOUND 5/8' IR W/ YPC 'PLS 2034' PER R29 - - 1376 459541.02 3329328.51 FOUND 1/2' IP W/ YPC 'POVEY ASSOC PER R36 - - 1377 460025.17 3329311.07 FOUND 1 /2- IP W/ YPC 'POVEY ASSOC- LAYING HORIZONTALLY. DESTROYED PER R36 15+26.30 43.14 1378 459263.76 3330846.44 FOUND 1/2- IP W/ YPC 'POVEY ASSOC.- PER R38 - - 1379 460441.05 3329316.16 FOUND 5/8-IR W/ YPC 'PLS 2034' PER PP NO. 1990-56 - - 1451 459243.80 3330523.46 FOUND 5/8-IR W/ ILLEGIBLE YPC, UNDER CURB FOR PARKING LOT - - LINE TABLE LINE NO. LENGTH BEARING L19 227.56' S84'5259'E (R20) 227.56' S84'51'380E (RN) 227.60' - (RO) 227.60' (S84 58'E) L20 227.56' S75'47'59'E (1120) 227.56' (S75 46'38'E) (RN) 227.60' - (RO) 227.60' (S7553'E) L21 41.97' SO'44'31 V L22 50.00' SO'44'31'W L23 100.11' S0'20'177E (R35) (100.00) (SO'13'06'E) L24 270.12' SO'20'177E (R35) (270.00') (SO'13'06'E) L25 20.17' S0'44'31'W L26 5.15' NO" 20'17'W a� ^ W m ^ O o N M Nco N M O ^ „ O M W W I �^ � Ln N o o co r- �i co W O o co N 0 0 cn CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C48 458.92' 2894.79' T05'00' 458.44' S8O'20'29'E C49 449.41' 2834.79' T05'00' 448.94' S80'20'291E C50 (1120) (RN) (RO) 454.17' (454.171 (454.2') (454.21 2864.79' (2864.79') 2864.79'* 2864.79'* 9'05'00' (TO5'001 - (T05'001 453.69' - - - S8T20'297E - - - 051 (1120) (R29) (R36) (R40) 101.38' (101.36') - (101.38') (101.36') 1097.25' (1097.251 (1097.25) (1097.251 (1097.25') 5'17'38' - - (517'381 (517'33' 101.35' (101.32') - (101.34') (101.321 S79" 12'26'E (S7TO9'357E) - (S79'09'08'E) (S79'08'06'E) C52 (RI) 96.93' (96.95) 1077.25' (1077.251 5'09'20' (509'231 96.90' (96.91) S7TW17'E (S79'04'36'E) C53 32.91' 2894.79' O'39'05' 32.91' S75 2826'E C54 32.23' 2834.79' O'39'05' 32.23' S752826'E C55 133.24' 2894.79' 738'14! 133.23' N83'3352'W C56 325.69' 2894.79' 626'46' 325.51' N7TO1'22'W C57 135.55' 2864.79' 742'39' 135.53' N83'31'39'W C58 318.62' 2864.79' 6'22'21' 318.46' N78'59'09'W C59 137.86' 2834.79' 747'11 137.84' N83'29'23'W C60 311.55' 2834.79' 6'17'49' 311.40' N78 56'53'W C61 (RJ) 12.97' (13.00') 1097.25' (1097.25) O'40'38' (0'40'43' 12.97' (13.00') S8711'347E (S8707'50'E) C62 32.57' 2864.79' (T39'05'T 32.57' S7528267E ol 30.00' 130.00' PARCEL 3 L � 0 0 0 ►`) O W pj n W N O C:) , LOT .3 w 60.00' o N cn j T 0 IIIIIIIM N 1/16 SEC. 21 AND 22 1289 R,op�,TR � � `� ` C_325j, E:333o749.44 pq0 �� C6 IN. I.-, 'S" 2 N:459686.84 J IN, E3330790.10 ' C,3Z?3, ` A N / t- 0 / O ``' Q ;^ N ' N 60 ' PARCEL 1 �Oo %; K / �O �N / QQ ^vo o o' r MY Of hW",O S6 �42�E 0o 3S Of ^, ft& J "' o ems/ £ n W co^ Q 35? C >D / W M s t0 O �� o 0 "� PAII.3 �\ 1378 0 PER R38 21 22 N89'55'40'W 499.94' (S89'48'45'E 500.00')(R35) `J 1451 1250 BEARS S66'42'501E 0.29' NOT HELD [PCP [`l`IOa PARCfL 2 : Z- I C) tz REGISTERED PROFESSIONAL LAND SURVEYOR - OREGON JULY 11, 2023 COREY PACHECO 101863 EXPIRES: 12-31-2024 BEARS S5128 57'W 32.32 FROM 1250 CS 2 1aaa- z 0 80 1 INCH = 80 FT_ 1994.50 •ry 1 S�................. T wAY , AIRSIN L 239 ,� �Q6'�p6134i�RNi 1290 239 if 0 5115'•�E��, �S153� , ' 0 �535 56 0.2S EASTERLY OF ROW; / `�495i�R3$i 153�•0°►�`��� NOT HELD A06l��R3Bl 5�538 `5�534 ' 1378 _- 1 S75 47-59 E S 754759 , i�q /VE7'5, ' E PP H@. f ° ° a _lq@ PARCEL 1 j % 12s1 i RECORD OF SURVEY PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY REDMOND EASTSIDE ARTERIAL PROJECT LOCATED IN SECTION 10, SECTION 15, SECTION 22, THE SOUTHEAST 1/4 OF SECTION 16, AND THE NORTHEAST 1/4 OF SECTION 21, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, PT CITY OF REDMOND, DESCHUTES COUNTY, OREGON N:458367.60 PC E:3331118.48 ,1384 , 1385 N:458659.00 1383 333.26 (333.21 l(R33) 431.00 (430.881(R33)(R34) E:3331077.78 C653 L_31L21 SOO'15'45'E 764.26" (SOO'08'43'E 764.09')(R33) (SW08'43'E)(R34) o N:457603.35 0 ® E3331121.98 o c� SW15'45'E 764.26' C65 L=295.1�---N73'34'00' 25'E 30.81' (S13'38')(R20) (SOO'08'45'E)(R33) (SW08'43'E)(RH) o S55-29- 38-E 35.24 �/ 0 b o 1247 PP NO. 1994-50 C fi�.0'� SOO'15'45'E 764.26' (S0(Y12'24'E)(R38) PARAMETRIX CONTROL TABLE POINT NO. NORTHING EASTING DESCRIPTION 19 458358.89 3331088.93 SET 5/8' IR W/ RPC 'PARAMETRIX CONTROL' 20 457946.96 3331147.06 SET 5/8' IR W/ RPC 'PARAMETRIX CONTROL' LEGEND O SET PARAMETRIX CONTROL AS NOTED IN 'CONTROL TABLE' PC 29+67.43 FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS N:459734.57 TABLE', HELD UNLESS OTHERWISE NOTED E3330717.92 0 80 ❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE 1 INCH = 80 FT. NOTED FOUND SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE'; HELD N14 51'O6'E 60.00' PI 33+42.46 Do" FOUND QUARTER SECTION CORNER AS DESCRIBED IN (SjS. (S7553, 46E N:459642.47 'FOUND MONUMENTS TABLE'; HEiD i 3g 3j5 375 5)�R0 5�5. ' ��iR20 4�5 E3331081.90 CALCULATED SECTION CORNER AS NOTED; HELD • 1200°' . 375 (3755)ft) 46 E �_ N�42149 ` C::;= CALCULATED QUARTER CORNER AS NOTED; HELD (Rj) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE 6p 00' C66 (SB°� (s S� ® MONUMENT NUMBER. SEE TABLE 6� s`� 8c£ ` 0-S� J �ss� ® CONTROL NUMBER. SEE TABLE FO�DJ Q S ass W t- a � PIP GIOo \ io N (i :Z ON.. � SEE THIS SHEET ' Iar'r DESCIMMCOtlN'fY $UFtVEY�R FlLE�20�� st C Q I � ► r15 PT 37+14.10 N:459459.67 EM31409.86 END STA 40+00 rsk N:459320.21 aS�FJ�R E:331660.08 ss 5" S9 o, S�F FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRIPTION 1247 457623.31 3331092.94 FOUND 5/8' IR W/ OPC 'OBEC CONTROL' PER R20; NOT HELD 1290 458873.79 3330955.60 FOUND 5/8' IR W/O CAP PER R29; NOT HELD 1291 458642.79 3331020.08 FOUND 5/8' IR W/ I -LEGIBLE YPC PER R28 1378 459263.76 3330846.44 FOUND 1/2' IP W/ YPC 'POVEY ASSOC.' PER R38 NOT HELD 1383 458367.90 3331178.45 FOUND 5/8' IR W/ YPC, CAP PUNCHED THROUGH PER R28 1384 458034.62 3331180.06 FOUND 5/8' IR W/ YPC, CAP PUNCHED THROUGH PER R33 1385 457603.62 3331181.91 FOUND 5/8' IR W/ YPC 'LS1067' PER R33 LEGEND INST. NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS PP NO. PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS ROW RIGHT-OF-WAY R IRON ROD P IRON PIPE YPC YELLOW PLASTIC CAP RPC RED PLASTIC CAP DCSO DESCHUTES COUNTY SURVEYORS OFFICE DCOR DESCHUTES COUNTY OFFICIAL RECORDS CJ COMMISSIONERS JOURNAL PER DOOR CALCULATED MEASUREMENT CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C63 311.21' 1160.00' 1522'17' 310.28' SOT57'O3'E C64 279.01' 1040.00' 15*22'17' 278.17' S0757'037E (R38) (279.06') (1040.00') (15'22'26' (278.22') (SO753'371) C65 295.11' 1100.00' 15'22-17- 294.23' SOT57'O3'E (R20) (295.12) (1100.00') (15-22'181 (294.231 (SO7'54'47'E) (1128) (295.111 (1100.00) (15'22'181 (294.22') - (RH) (295.111 (1100.00.) - (294.23) (SO749'52'E) C66 746.67' 2864.79' 14 56'00' 744.56' S68' 1959'E (R20) (746.661 (2864.79) (14 56'00' - - (RN) (746.7) 2864.79'* - - - (RO) (746.71 2864.79'* (14 56') - - /z-io-Zoe{ REGISTERED � PROFESSIONAL LAND SURVEYOR OREGON JULY 11, 2023 COREY PACHECO 101863 EXPIRES: 12-31-2024 C D (in N CS21aa4 SURVEY REFERENCES 1) RECORD INFORMATION PER CS11100, BY UNKNOWN, UNKNOWN DATE, DCSO 2) RECORD INFORMATION PER 'CASPER MOBILE ACRES', BY E. BACHAND. RECORDED JUNE 14, 1966, PLAT CABINET A, PAGE 127, DCOR, CS06183 DCSO 3) RECORD INFORMATION PER CS01046, BY DONALD S. KNOWLES. DATED JULY 30, 1966, DCSO 4) RECORD INFORMATION PER CS01053, BY GARY HUM. FILED DECEMBER 26, 1985, DCSO 5) RECORD INFORMATION PER CS06692, BY LYNN J. BRUNO, FILED DECEMBER 23, 1991, DCSO 6) RECORD INFORMATION PER CS11696, BY DAVID B. ARMSTRONG, FILED DECEMBER 10, 1993, DCSO 7) RECORD INFORMATION PER CS12028, BY THOMAS E. BLUST, FILED DECEMBER 7, 1994, DCSO 8) RECORD INFORMATION PER 73 T INDUSTRIAL PARK-, BY BRIAN W. REEVES, RECORDED OCTOBER 15, 1996, PLAT CABINET D. PAGE 274, DCOR, CS12732 DCSO 9) RECORD INFORMATION PER 73-T INDUSTRIAL PARK, PHASE TWO-, BY KENNETH A FISHER, RECORDED FEBRUARY 24, 1998, PLAT CABINET D, PAGE 582, DOOR, CS13210 DCSO 10) RECORD INFORMATION PER PP NO. 2001-11, BY ROBERT R. POVEY, RECORDED MARCH 7, 2001, INST. NO. 2001-010459, DCOR, CS14395 DCSO 11) RECORD INFORMATION PER CS14621, BY PARNELI J. PERKINS, FILED SEPTEMBER 18, 2001, DCSO 12) RECORD INFORMATION PER PP NO. 2002-32, BY PARNELI J. PERKINS, RECORDED MARCH 15, 2002, INST. NO. 2002-14468, DCOR, CS14889 DCSO 13) RECORD INFORMATION PER PP NO. 2002-58, BY JERRY C. POWELL, RECORDED JULY 19, 2002, INST. NO. 2002-39029, DOOR, CS15034 DCSO 14) RECORD INFORMATION PER PP NO. 2004-01, BY JERRY C. POWEL, RECORDED JANUARY 6, 2004, INST. NO. 2004-00454, DCOR, CS15706 DCSO 15) RECORD INFORMATION PER 'VISTA LA MONTE' BY WILLIAM G. BAHRKE, RECORDED DECEMBER 21, 2004, PLAT CABINET G, PAGE 551, DCOR, CS16209 DCSO 16) RECORD INFORMATION PER -PIONEER BUSINESS PARK, PHASE 1 % BY PETER A MANLY, RECORDED JULY 20, 2006, PLAT CABINET H, PAGE 14, DCOR, CS16967 DCSO 17) RECORD INFORMATION PER CS17159, BY ROBERT R. POVEY, FILED DECEMBER 26, 2006, DCSO 18) RECORD INFORMATION PER CS17658, BY PETER A. MANLEY, FILED FEBRUARY 26, 2008, DCSO 19) RECORD INFORMATION PER PP NO. 2009-21, BY DAVID R. WILLIAMS, RECORDED JUNE 3, 2009, INST. NO. 2009-23329, DCOR, CS17995 DCSO 20) RECORD INFORMATION PER CS19219, BY ANDREW JOSEPH SILBERNAGEL, FILED OCTOBER 19, 2016, DCSO 21) RECORD INFORMATION PER CS20614, BY JASON L SIMES, FILED SEPTEMBER 28, 2021, DCSO 22) RECORD INFORMATION PER CS20672, BY JERRY D. STICHLER, FILED NOVEMBER 30, 2021, DCSO 23) RECORD INFORMATION PER PP NO. 2022-20, BY ERIK J. HUFFMAN, RECORDED JUNE 21, 2022, INST. NO. 2022-24630, DCOR, CS20842 DCSO 24) RECORD INFORMATION PER CS20991, BY JAMES E. SWENSON, FILED DECEMBER 12, 2022, DCSO 25) RECORD INFORMATION PER OCRR 1874, BY KENNETH L GRANTHAM, DATED JUNE 13, 2012, DCSO 26) RECORD INFORMATION PER DCRD 126, BY UNKNOWN, NOT DATED, DCSO 27) RECORD INFORMATION PER CS01281, BY AUBREY E. PERRY, UNKNOWN DATE, DCSO 28) RECORD INFORMATION PER CS01324, BY GARY W. HICKMAN, FILED SEPTEMBER 7, 1979, DCSO 29) RECORD INFORMATION PER CS01338, BY GARY W. HICKMAN, FILED APRIL 20, 1981, DCSO 30) RECORD INFORMATION PER CS01055, BY GARY W. HICKMAN, FILED NOVEMBER 20, 1987, DCSO 31) RECORD INFORMATION PP NO. 1993-24, BY ROBERT R. POVEY, RECORDED APRIL 15, 1993, INST. NO. 1993-11465, DCOR, CS11424 DCSO 32) RECORD INFORMATION PER CS01101, BY D. TUTTLE, FILED APRIL 4, 1988, DCSO 33) RECORD INFORMATION PER PP NO. 1991-81, BY SHERMAN E. ANDERSON, RECORDED DECEMBER 16, 1991, INST. NO. 1991-037093, DOOR, CS06691 DCSO DOCUMENT REFERENCES A) RECORD INFORMATION PER DEED OF DEDICATION, TO THE CITY OF REDMOND, RECORDED MAY 16, 2000, INST. NO. 2000-19042 DCOR B) RECORD INFORMATION PER DEED OF DEDICATION, TO THE CITY OF REDMOND, RECORDED MARCH 9, 2005, INST. NO. 2005-13991 DCOR C) RECORD INFORMATION PER QUITCLAIM DEED, TO THE STATE OF OREGON, RECORDED MAY 23, 2008, INST. NO. 2008-22410 DCOR D) RECORD INFORMATION PER DEED OF DEDICATION, TO THE CITY OF REDMOND, RECORDED MAY 21, 2021, INST. NO. 2021-31493 DCOR E) RECORD INFORMATIN PER DEED OF DEDICATION, TO THE CITY OF REDMOND, RECORDED MARCH 2, 2021, INST. NO. 2021-13296 DCOR F) RECORD INFORMATION PER DEED OF DEDICATION, TO THE CITY OF REDMOND, RECORDED NOVEMBER 16, 2021, INST. NO. 2021-64078 DOOR G) RECORD INFORMATION PER DEED OF DEDICATION, TO THE CITY OF REDMOND, RECORDED JANUARY 6, 2023, INST. NO. 2023-00375 DCOR H) RECORD INFORMATION PER DEED OF ' DEDICATION, TO THE CITY OF REDMOND, RECORDED NOVEMBER 18, 1982, VOL 364, PAGE 680, DCOR 1) RECORD INFORMATION PER DEED OF DEDICATION, TO THE CITY OF REDMOND, RECORDED MARCH 15, 2022, INST. NO. 2022-10777 DCOR J) RECORD INFORMATION PER DEED OF DEDICATION, TO THE CITY OF REDMOND, RECORDED JUNE 14, 2022, INST. NO. 2022-23772 DCOR K) RECORD INFORMATION PER RDO3725, DATED MARCH 9, 1962, DCSO L) RECORD INFORMATION PER RD00951, DATED 1910, DCSO M) RECORD INFORMATION PER RDO0992, UNKNOWN DATE, DCSO N) RECORD INFORMATION PER FIELD BOOK 60, PAGES 17-23, JUNE 10-11, 1938, DCSO 0) RECORD INFORMATION PER RDO02183, DATED 1940, DCSO 34) RECORD INFORMATION PER CS08032, BY WILLIAM G. BAHRKE, FILED JANUARY 29, 1992, DCSO 35) RECORD INFORMATION PER PP NO. 1993-22, BY JERRY D. STICHLER, RECORDED APRIL 6, 1993, INST. NO. 1993-010612, DCOR, CS11422 DCSO 36) RECORD INFORMATION PER CS11744, BY ROBERT R. POVEY, FILED FEBRUARY 2, 1994, DCSO 37) RECORD INFORMATION PER CS11870, BY JEFFREY A KERN, FILED JUNE 17, 1994, DCSO 38) RECORD INFORMATION PER PP NO. 1994-50, BY WILLIAM G. BAHRKE, RECORDED DECEMBER 28, 1994, INST. NO. 19944M169, DCOR, CS12046 DCSO 39) RECORD INFORMATION PER 'AIRPORT INDUSTRIAL PARK - WEST', BY JERRY D. STICHLER, RECORDED FEBRUARY 17, 1995, PLAT CABINET D, PAGE 105, DOOR, CS12102 DCSO 40) RECORD INFORMATION PER PP NO. 1995-29, BY JERKY D. STICHLER, RECORDED AUGUST 8, 1995, INST. NO. 1995-028576, DCOR, CS12287 DCSO 41) RECORD INFORMATION PER PP NO. 1996-34, BY JERRY D. STICHLER, RECORDED JULY 23, 1996, INST. NO. 1996-026891. DOOR, CS12649 DCSO 42) RECORD INFORMATION PER -Ii MMERSTONE INDUSTRIAL PARK', BY WILLIAM G. BAHRKE, RECORDED DECEMBER 23, 2008, PLAT CABINET H, PAGE 866, DCOR, CS17892 DCSO 43) RECORD INFORMATION PER CS18430, BY WILLIAM G. BAHRKE, FILED SEPTEMBER 25, 2012, DCSO 44) RECORD INFORMATION PER PP NO. 2006-14, BY WILLIAM H. PERRY, RECORDED APRIL 12, 2006, INST. NO. 2006-25108, DOOR, CS16850, DCSO 45) RECORD INFORMATION PER CS21301, BY DIRK P. DURYEE, FILED MAY 2, 2024, DCSO 46) RECORD INFORMATION PER ODOT ROW ROLL MAP RW9755M, DATED MARCH 2O23 47) RECORD INFORMATION PER CS15511, BY ROBERT R. POVEY, FILED AUGUST 28, 2003, DCSO 48) RECORD INFORMATION PER US BL.M DEPENDENT SURVEY FIELD NOTES, OR-RO562, PAGE 481-487, DATED 1949 49) RECORD INFORMATION PER CS21417, ROBERT A CHURCHILL, FILED NOVEMBER 5, 2024, DCSO REGISTERED SIONAL pAk D RVEYOR OREGON JULY 11, 2023 COREY PACHECO 101863 EXPIRES: 12-31-2024 Ff 0// i,lylecoll RECORD OF SURVEY PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY REDMOND EASTSIDE ARTERIAL PROJECT LOCATED IN SECTION 10, SECTION 15, SECTION 22, THE SOUTHEAST 1/4 OF SECTION 16, AND THE NORTHEAST 1 /4 OF SECTION 21, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON SURVEY NARRATIVE THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH THE CENTERLINE, RIGHT-OF-WAY BOUNDARIES, AND TO LOCATE AL EXISTING MONUMENTS AND ESTABLISH HORIZONTAL CONTROL (PER ORS 209.155) ALONG THE RIGHTS -OF -WAY OF NE HEMLOCK AVENUE, NE 9TH STREET, SE 9TH STREET, ANTLER AVENUE, SE EVERGREEN AVENUE, OR 126 (OCHOCO HIGHWAY), S 1ST STREET, VETERANS WAY (REDMOND AIRPORT ROAD), AND AIRPORT WAY FOR FUTURE IMPROVEMENTS AND REALIGNMENT FOR THE CITY OF REDMONDS EAST SIDE ARTERIAL PROJECT. LOCATED IN SECTIONS 10, 15, 16, 21. AND 22 ALL IN TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY OREGON. BEARINGS FOR THIS SURVEY WERE BASED ON THE CENTRAL.. OREGON COORDINATE SYSTEM (COCS), DOM FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13 TRANSFORMATION. THE BEARING BETWEEN CONTROL POINT 5 AND 20 (SHEET 1) IS SOUTH 05 24'10V. THE EAST ONE -QUARTER OF SECTION 10 WAS SEARCHED FOR PER THIS SURVEY BUT NOTHING WAS EVER FOUND, NO REFERENCES OF RECORD WERE EVER SEARCHED FOR. SAID ONE -QUARTER WAS CALCULATED BY HOLDING THE COORDINATES FOUND ON CS12028 (R7). THIS POSITION FIT WITHIN REASONABLE TOLERANCES TO THE NORTHEAST AND SOUTHEAST SECTION CORNERS, AND THE CE ONE -SIXTEENTH CORNER (1231) OF SECTION 10. TICS POSITION WAS HELD FOR C NTERL E PURPOSES OF NE MAGIC AVENUE ONLY. THE SOUTHWEST CORNER OF SECTION 10 (NORTHWEST CORNER OF SECTION 15). WAS CALCULATED BY HOLDING THE FOUND MONUMENTS (1234 AND 1235) FROM OCRR 1874 (R25) AND THE RECORD DISTANCE FROM THESE MONUMENTS. THIS POSITION FIT WITHIN REASONABLE TOLERANCES OF RECORD DIMENSIONS TO THE WEST ONE -QUARTER CORNERS OF SECTION 10 AND 15 (1233 AND 1278) AND THE PUBLISHED COGRID COORDINATES PROVIDED FROM DESCHUTES COUNTY AND WAS HELD AS A RESULT. THE CENTER ONE -QUARTER OF SECTION 15 WAS CALCULATED BY HOLDING THE EAST ONE -QUARTER (1372) AND THE MONUMENTS SET IN CS14751 AND PP NO. 2009-21 (1301 AND 1302) AND PROJECTING WESTERLY THE RECORD DISTANCE OF 30.00 FEET TO THE CENTER NORTH -SOUTH ONE -QUARTER LINE OF SECTION 15. THIS POSITION FIT WITHIN REASONABLE TOLERANCES TO THE RECORD DIMENSIONS AND MONUMENTS AND WAS HELD AS A RESULT. THE SOUTH ONE -SIXTEENTH CORNER OF SECTIONS 16 AND 15 WAS CALCULATED BY HOLDING THE SOUTHWEST ONE -SIXTEENTH CORNER (1319), THE MONUMENTS FOUND ON THE SOUTH LINE OF THE NORTHWEST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SECTION 15 (1294 AND 1293), AND PROJECTING A LINE WESTERLY TO INTERSECT WITH THE SECTION LINE COMMON TO SAID SECTIONS 15 AND 16. THIS POSITION FIT WITHIN REASONABLE TOLERANCES TO THE RECORD DIMENSIONS AND WAS HELD AS A RESULT. THE WEST ONE -SIXTEENTH OF SECTION 15 AND 10 WAS ESTABLISHED BY HOLDING THE MID POINT BETWEEN THE FOUND NORTH ONE -QUARTER CORNER OF SECTION 15 (SOUTH ONE -QUARTER OF SECTION 10) AND THE CALCULATED NORTHWEST SECTION CORNER OF SECTION 15 (SOUTHWEST SECTION CORNER OF SECTION 10), AS SHOWN ON SHEET 1. SAID POSITION FIT WITHIN REASONABLE TOLERANCES TO RECORD DIMENSIONS AND WAS HELD AS A RESULT. THE CENTER -NORTH AND NORTHWEST ONE -SIXTEENTH CORNER OF SECTION 15 WERE ESTABLISHED BY HOLDING THE FOUND HELD MONUMENTS ALONG THE SOUTH LINE OF "CASPER MOBILE ACRES- (R2) AND PARTITION PLAT 2001-11 (R10) AND PROJECTING EAST AND WEST TO INTERSECT THE CENTER NORTH -SOUTH ONE QUARTER LINE AND THE WEST LINE OF THE EAST HALF OF THE NORTHWEST ONE -QUARTER OF SAID SECTION 15. THESE POSITIONS FIT WITHIN REASONABLE TOLERANCES TO RECORD DIMENSIONS AND WERE HELD AS A RESULT. THE SOUTHEAST ONE -QUARTER OF THE OF THE NORTHWEST ONE -QUARTER (SEI/4NW1/4) OF SECTION 15 WAS DIVIDED IN HALF FOR NECESSARY RIGHT-OF-WAY DEED DOCUMENTS (INSTRUMENT NO. 2023-375 RG). THE MID POINTS WERE HELD ON THE EAST AND WEST LINES OF SAID SOUTHEAST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER TO ESTABLISHED ONE-SIXTYFORTH CORNERS ALONG THESE LINES. LITTLE RECORD DIMENSIONS WERE FOUND FOR THESE LINES, BUT THOSE THAT HAD RECORD DIMENSIONS FIT WELL WITH THESE POSITIONS. AS A RESULT, THESE POSITIONS WERE HELD TO CALCULATE THOSE RIGHT-OF-WAY DEDICATIONS FOUND IN INSTRUMENT NUMBER 2023-375 (RG). THE SOUTHWEST AND SOUTHEAST CORNERS OF SECTION 22 WERE NOT SEARCHED FOR DURING THIS SURVEY. THE CALCULATED POSITIONS SHOWN HEREIN ARE THE PUBLISHED COGRID COORDINATES PROVIDED BY DESCHUTES COUNTY. THESE POSITIONS WERE NOT HELD FOR ANY RESOLUTION AND ARE SHOWN FOR GRAPHICAL PURPOSES ONLY. ALL OTHER MONUMENTS ALONG SECTION LINES AND ONE -QUARTER LINES (SHEET 1) WERE FOUND AND HELD DURING THIS SURVEY. NE HEMLOCK AVENUE (McCAFFERY ROAD CJ 9-240 NE HEMLOCK AVENUE, FROM 9TH STREET TO THE WEST, WAS ORIGINALLY ESTABLISHED AS McCAFFERY ROAD IN COUNTY COMMISSIONERS JOURNAL. 9, PAGE 246 ON OCTOBER 7, 1964. THE RECORD DESCRIPTION, FOUND IN SAID COMMISSIONERS JOURNAL, FOR THIS PORTION OF ROAD WAS TO BE 25 FEET EACH SIDE OF CENTER AND THE CENTERLINE WAS TO BEGIN AT A POINT WEST 84.18 FEET FROM THE WEST ONE -QUARTER CORNER OF SECTION 10 AND PROCEED EAST IN A CARDINAL DIRECTION FOR 2789.75 FEET. THERE IS NO CALL TO OR ALONG THE CENTER EAST -WEST ONE -QUARTER OF SECTION 10 THROUGHOUT THIS DESCRIPTION, NOR IS THE CENTER ONE -QUARTER CORNER CALLED TO BE THE TERMINUS OR AN ANGLE POINT IN THIS ROAD DESCRIPTION. ALL AVAILABLE RECORD SURVEYS AND THE ROAD TRACING (FOUND IN RD03725 (RK)) APPEAR TO HOLD THIS (ENTER EAST -WEST ONE -QUARTER LINE OF SECTION 10 AS THE CENTERLINE OF THIS PORTION OF ROAD. BASED ON ALL AVAILABLE EVIDENCE THE RESOLVED CENTERLINE SHOWN HEREIN FOR THIS SECTION OF ROAD HOLDS THE WEST ONE -QUARTER (1233) AND THE CENTER ONE -QUARTER OF SECTION 10 (1222) AS THE CENTER LINE FOR THIS PORTION OF ROAD. VARIOUS PORTIONS OF THIS ROAD HAVE BEEN FURTHER DEDICATED TO MAKE OTHER 30 FOOT HALF WIDTHS OR 40 FOOT HALF WIDTHS, AS SHOWN HERON. THIS RESOLUTION AGREES WITH THE FOUND HELD MONUMENTS ALONG THE NORTH AND SOUTH RIGHTS -OF -WAY AND THEIR RECORD OFFSETS TO THE CENTERLINE. IS O SURVEY NARRATIVE NE 9TH STREET (NORTH OF HEMLOCK AVENUE THE RESOLVED CENTERLINE OF NE NINTH STREET LYING NORTH OF HEMLOCK AVENUE WAS ESTABLISHED BY HOLDING THE NORTH ONE -QUARTER (1202) AND THE CENTER ONE -QUARTER (1222) OF SECTION 10 AND OFFSETTING THE RECORD 40 FEET EACH SIDE AS INDICATED IN RIGHT-OF-WAY DEDICATIONS AND RECORD SURVEYS. THIS RESOLUTION AGREES WITH THE FOUND HELD MONUMENTS ALONG THE EAST AND WEST RIGHT-OF-WAY LINES AND THE RECORD DESCRIPTIONS FOUND IN THOSE DEDICATION DEEDS IN INSTRUMENT NUMBERS 2004-72070, 2004-57861, AND 2004-59824. NE HEMLOCK AVENUE (EAST OF NE 9TH STREET) NE HEMLOCK AVENUE LYING EAST OF NE 9TH STREET WAS ESTABLISHED BY HOLDING THE CALCULATED EAST ONE -QUARTER AND THE (ENTER ONE -QUARTER (1222) OF SECTION 10. THIS RESOLUTION AGREES WITH THE FOUND HELD MONUMENTS ALONG THE SOUTH AND NORTH RIGHT-OF-WAY LINES AND THE RESOLUTIONS FOUND IN 73-T INDUSTRIAL PARK' (R8) AND CS20672 (1122). THERE IS A PORTION OF NE HEMLOCK AVENUE RIGHT-OF-WAY THAT APPEARS TO HAVE NEVER BEEN DEDICATED, BEING A PORTION OF THE SOUTHWEST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF THE NORTHEAST ONE -QUARTER (SW1/4SW1/4NE1/4) OF SAID SECTION 10. CS20672 (1122) INITIALLY CALLED THIS OUT, AND THROUGH OUR EXTENSIVE RESEARCH FOR THIS PORTION OF LAND NO RECORDS OF ANY RIGHT-OF-WAY DEDICATION NOR ANY EASEMENT FOR ROAD USE WAS FOUND, THOUGH ROAD IMPROVEMENTS ARE WELL WITHIN THIS UNDEDICATED STRIP. THE CENTERLINE SHOWN HEREIN IS THAT OF THE EXPECTATION THAT FUTURE DEDICATIONS WILL OCCUR. NE 9TH STREET (McCAFFERY ROAD CJ 9-246 NE 9TH AVENUE WAS ORIGINALLY ESTABLISHED AS McCAFFERY ROAD IN COUNTY COMMISSIONERS JOURNAL 9, PAGE 246 ON OCTOBER 7, 1964. THE RECORD DESCRIPTION, FOUND IN SAID COMMISSIONERS JOURNAL, FOR THIS PORTION OF ROAD WAS TO BE 30 FEET EACH SIDE OF CENTER AND THE CENTERLINE WAS TO BEGIN AT A POINT WEST 2645.57 FEET AND SOUTH 25 FEET OF THE WEST ONE -QUARTER OF SECTION 10, AND APPEARS THIS CENTERLINE WAS INTENDED TO BEGIN ON THE SOUTH RIGHT-OF-WAY LINE OF THE 25 FOOT WIDE HALF RIGHT-OF-WAY DESCRIBED ABOVE FOR THE PORTION IN NE HEMLOCK AVENUE FROM THIS POINT OF BEGINNING THE CENTERLINE THEN PROCEED SOUTH W06' WEST 2615.0 FEET TO THE SOUTH ONE -QUARTER CORNER OF SECTION 10. THERE IS NO CALL TO OR ALONG THE CENTER NORTH -SOUTH ONE -QUARTER OF SECTION 10 THROUGHOUT THIS DESCRIPTION, BUT THE SOUTH ONE -QUARTER IS CLEARLY STATED AS THE TERMINUS OF THIS ROADS CENTERLINE. MULTIPLE RECORDS ALONG THIS PORTION OF ROAD HOLD THE NORTH -SOUTH ONE -QUARTER LINE AS THE CENTERLINE FOR THIS ROAD, THOUGH THERE ARE SOME DISCREPANCIES BETWEEN THIS KIND OF RESOLUTION AND THE RECORDS FOUND IN SAID COMMISSIONERS JOURNAL PER THIS SURVEY, THE CENTER ONE -QUARTER FALLS NORTH 8T45'58' EAST 2643.96 FEET FROM THE WEST ONE -QUARTER OF SECTION 10 WHILE THE BEGINNING OF THIS CENTERLINE IS TO BE EAST 2645.57 FEET FROM THE WEST ONE -QUARTER CORNER CAUSING A DISCREPANCY OF ABOUT 1.6 FEET. ADDITIONALLY, WITHIN THE FIELD BOOK RD03725 (RK) THERE IS SHOWN ANGLE DIMENSIONS BETWEEN THE SOUTH LINE OF SECTION 10 AND THIS CENTERLINE OF ROAD ALONG WITH AN ANGULAR DIMENSION BETWEEN THE CENTER EAST -WEST ONE -QUARTER OF SECTION 10 AND THIS CENTERLINE. CS11696 (R6) WAS THE FIRST TO INDICATE THIS DISCREPANCY. IN THIS SURVEY, ARMSTRONG FINDS A MONUMENT ALONG THE EAST RIGHT-OF-WAY LINE ORIGINALLY SET IN CS01049 (CSO1049 NOT USED PER THIS SURVEY) AND THIS MONUMENT WAS DESTROYED PRIOR TO R6 BEING FILED (A CALCULATED POSITION IS SHOWN ON SHEET 2). THANKS TO DESCHUTES COUNTY AND THEIR RECORDS, I WAS ABLE TO SEE CORRESPONDENCES BETWEEN THE THEN COUNTY SURVEYOR MIKE BARRY AND ARMSTRONG. WITHIN THESE CORRESPONDENCES IT WAS DISCUSSED THAT THIS MONUMENT WAS LIKELY SET BY DESCHUTES COUNTY IN THE 1960'S AND THAT THERE WAS NO RECORD OF SURVEY FILED ALONG WITH THIS MONUMENT. ARMSTRONG HOLDS THIS MONUMENT FOR THE RIGHT-OF-WAY RESOLUTION FOR CS11696 (116). THE RESOLUTION SHOWN HEREIN HOLDS THE SOUTH ONE -QUARTER OF SECTION 10 (1267) AND THE FOUND MONUMENTS ALONG THE WEST RIGHT-OF-WAY LINE (1228 AND 1217). THIS RESOLUTION AGREES WITH THE FOUND MONUMENTS FROM CS11696 (R6) AND CS17159 (R17) AND AGREES WITHIN REASONABLE TOLERANCES TO THE RECORD ANGULAR DIMENSIONS OF THE CENTERLINE SHOWN IN FIELD BOOK RD03725 (RK). AS MENTIONED, THERE ARE MANY PLATTED RIGHT-OF-WAY LINES HOLDING THE NORTH -SOUTH (ENTER ONE -QUARTER LINE AS THE CENTERLINE THIS RESOLUTION OF THE RIGHT-OF-WAY, SHOWN HEREIN, IS CONSIDERED VARIABLE WIDTH FOR THE MAJORITY OF THIS ROAD, EXCEPT THAT PORTION LYING EAST OF THE EAST LINE OF PARTITION PLAT NUMBER 2002-58 (R13) AS THIS LINE IS PARALLEL WITH 73-T INDUSTRIAL PARK'. THE INTENT OF FUTURE WORK RELATED TO THIS PROJECT IS TO REMEDY THESE DISCREPANCIES BY FIXING ANY FUTURE DEDICATIONS TO THE CENTER NORTH -SOUTH ONE -QUARTER LINE OF SECTION 10. TO CREATE HARMONY WITH PREVIOUS RESOLUTIONS AND FUTURE NE GREENWOOD AVENUE NE GREENWOOD AVENUE WAS ESTABLISHED IN 73-T INDUSTRIAL PARK PHASE 2' AND WAS TO BE 60 FOOT -WIDE RIGHT-OF-WAY (30 FEET EACH SIDE OF CENTER). THE RIGHT-OF-WAY SHOWN HEREIN WAS RESOLVED BY HOLDING THE FOUND MONUMENTS ALONG THE NORTH RIGHT-OF-WAY (1219, 1221, 1227, AND 1226). ALL MONUMENTS WERE HELD AS ORIGINAL PLATTED MONUMENTS AND AGREE WITH THE RECORD DIMENSIONS FOUND IN 03-T INDUSTRIAL PARK PHASE 20 . ANTLER AVENUE Q.T. REDMOND ROAD CJ 4-375� ANTLER AVENUE WAS ORIGINALLY ESTABLISHED AS J.T. REDMOND ROAD (SOME RECORDS SHOW F.T. REDMOND ROAD) IN COMMISSIONERS JOURNAL 4-375 ON MAY 5, 1910, AND WAS TO BE A 60 FOOT -WIDE RIGHT-OF-WAY (BEING 30 FEET FROM CENTER). IN THE ORIGINAL DESCRIPTION AND ROAD TRACING (FOUND IN THE SURVEYORS REPORT RD000951 (RL)), THE CENTERLINE IS DESCRIBED AS BEING COINCIDENT WITH THE SOUTH LINE OF SECTION 10 (NORTH LINE OF SECTION 15). THE CENTERLINE RESOLUTION SHOWN HEREIN HOLDS THE SOUTHWEST CORNER (CALCULATED), THE SOUTH ONE -QUARTER (1267), AND THE SOUTHEAST CORNER (1236) OF SECTION 10. THIS RESOLUTION AGREES WITH THE RECORD DESCRIPTION AND ROAD TRACING (RL) AND THE 30 FOOT OFFSET TO THE HELD MONUMENTS FOUND ALONG THE NORTH AND SOUTH RIGHT-OF-WAY LINES. SE 9TH STREET (SOUTH OF ANTLER AVENUE SE 9TH STREET WAS ESTABLISHED THROUGH 'CASPER MOBILE ACRES' (R2) AND DEDICATION DEED INSTRUMENT NUMBER 2002-64110. BOTH OF THESE RECORDS ESTABLISH A 30 FOOT HALF WIDTH RIGHT-OF-WAY WITH THE CENTERLINE BEING COINCIDENT WITH THE CENTER NORTH -SOUTH ONE -QUARTER LINE OF SECTION 15. THERE WAS A 10 FOOT ADDITIONAL RIGHT-OF-WAY DEDICATION ALONG THE THEN EAST RIGHT-OF-WAY LINE PER PARTITION PLAT NUMBER 2009-21 (R19). THE RESOLUTION SHOWN HEREIN HOLDS THE NORTH ONE -QUARTER CORNER OF SECTION 15 (1267) AND THE SOUTH ONE -QUARTER OF SECTION 15 (1257) AS THE CENTERLINE FOR THIS RIGHT-OF-WAY. THIS RESOLUTION AGREES WITH THE FOUND HELD MONUMENTS ALONG THE EAST AND WEST RIGHT-OF-WAY LINES AND THEIR RECORD OFFSETS TO THE CENTERLINE THERE IS A PORTION OF RIGHT-OF-WAY FOR THIS PORTION OF ROAD THAT IS CONSIDERED AN UNDEDICATED RIGHT-OF-WAY. THROUGH OUR EXTENSIVE RESEARCH IT IS FOUND THAT THE EAST 30 FEET, OF THE SOUTHEAST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER (SET/4NW1/4) OF SECTION 15 HAS NEVER BEEN DEDICATED. THERE IS A FOUND 30 FOOT -WIDE ROAD EASEMENT TO THE CITY OF REDMOND THAT ENCOMPASSES THE SAID EAST 30 FEET, BUT HAS NOT EVER BEEN A FULLY DEDICATED RIGHT-OF-WAY. ADDITIONALLY, ANY OF THE SAID SOUTHEAST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER (SET/4NW1/4) AND THE NORTHEAST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER (NET/4SW1/4) OF SAID SECTION 15, LYING SOUTHEASTERLY OF SOUTHEASTERLY LINE OF THAT DEDICATION FOUND IN INST. NO. 2023-00375 (RG) AND LYING NORTHERLY OF THE NORTHERLY LINE OF OR126 RIGHT-OF-WAY HAS NEVER BEEN DEDICATED TO THE PUBLIC AS RIGHT-OF-WAY. ���a�i�:Ze�:la�;I:�'i�►t11� SE EVERGREEN AVENUE WAS ORIGINALLY ESTABLISHED IN THOSE DEDICATIONS FOUND IN INSTRUMENT NUMBERS 2005-13991 (RB) AND 2000-19042 (RA), AS A 60 FOOT -WIDE RIGHT-OF-WAY (BEING 30 FEET FROM CENTER WHEN MEASURED AT RIGHT ANGLES). THE RESOLUTION SHOWN HEREIN HOLDS THE RECORD ROAD AND CURVE DATA FOUND IN SAID DEDICATION DEEDS AND THE MONUMENTS FOUND ALONG THE NORTH AND SOUTH RIGHT-OF-WAY LINES. THIS RESOLUTION AGREES WITHIN REASONABLE TOLERANCES OF THE RECORD ROAD DATA AND THE MONUMENTS FOUND IN PARTITION PLAT NUMBER 2001-11 (R10). THE CURVE FOUND ALONG SE EVERGREEN CONNECTING TO OR 126 HOLDS THE MONUMENT (1308) FOR THE CURVE WITH THE RECORD RADIUS FOR THIS PORTION OF ROAD. Uitm f 19,1 A.H. ROHDE ROAD WAS ESTABLISHED IN JANUARY, 1910, AS A 60 FOOT -WIDE RIGHT-OF-WAY, BEING 30 FEET FROM CENTER. THE RECORD DESCRIPTION AND ROAD TRACING (FOUND IN THE SURVEYORS REPORT RD00992 (RM)) WAS USED FOR THE THE ROAD SHOWN HEREIN. AN EXTENSIVE SEARCH WAS ATTEMPTED TO FIND MOST OF THESE PI MONUMENTS SET, BUT NO MONUMENTS WERE FOUND THROUGHOUT THE COURSE OF THIS SURVEY. BASED ON THE NOTES FOUND IN RD00992, ALL SHOULD HAVE BEEN STONES WITH SPECIFIC MARKINGS. IT IS LIKELY THROUGHOUT THE COURSE OF OLD GOLF COURSE MAINTENANCE AND VARIOUS ROADS FEEDING TO THE AIRPORT THAT THESE MAY HAVE BEEN DESTROYED. FIELD WORK PER THIS SURVEY ATTEMPTED TO FIND ANY VERIFICATION OF ANY EXISTING ROAD BED, FENCE, OR OTHER FORMS OF OCCUPATION INDICATING A ROAD WAS USED WITHIN THIS AREA HOWEVER NO SUCH EVIDENCE WAS FOUND. THE DIES SHOWN HEREIN FOR A.H. ROHI E ARE TO BE CONSIDM APPROXIMATE AND ARE BASED ON HOLDING THE RECORD DIMENSIONS, THE FOUND SE CORNER OF SECTION 15 (1200) AND ROTATING TO THE CALL OF NORTH 18.08 GUNS FROM THE WEST ONE -QUARTER OF SAID SECTION. INSTRUMENT NUMBER 2023-375 THERE IS NEWLY DEDICATED RIGHT-OF-WAY ALONG AND CONNECTING INTO OR126 FOUND IN INSTRUMENT NUMBER 2023-375 (RG). FOUR (4) PARCELS WERE DESCRIBED FOR THESE DEDICATIONS BEING ASSOCIATED TO CENTERLINES DESCRIBED WITHIN THIS INSTRUMENT AS 'RECONSTRUCTED OCHOCO HIGHWAY' AND 'RECONSTRUCTED NINTH STREET'. BOTH OF THESE CENTERLINES BASIS OF BEARINGS ARE PER CS19219 (R20). THESE CENTERLINES WERE ESTABLISHED HEREIN BY HOLDING THE FOUND NORTH ONE -QUARTER CORNER OF SECTION 15, THE RECORD CENTERLINE DATA OF BOTH 'RECONSTRUCTED 9TH' STREET' AND 'RECONSTRUCTED OCHOCO HIGHWAY', THE BEARING BETWEEN THE NORTH AND SOUTH ONE -QUARTER CORNERS OF SECTION 15 PER CS19219 (R20), AND ROTATING THIS DATA ONTO THE CENTER NORTH -SOUTH ONE -QUARTER LINE OF SECTION 15 PER THIS SURVEY PARCEL 1: THERE IS A CONFLICT WITH THE RECORD DESCRIPTION AND EXHIBIT MAP FOUND IN INSTRUMENT NUMBER 2023-375 (RG) OF THE LOCATION OF PARCEL 1. PARCEL 1 IS DESCRIBED AS BEING 'A PORTION OF BARGAIN AND SALE DEED TO OPPORTUNITY FOUNDATION OF CENTRAL OREGON.... VOLUME 85 PAGE 13302' WHICH IS A PORTION OF THE SOUTH HALF OF THE SOUTHEAST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER (S1/2 SE1/4 NW1/4). BASED ON THE RECORDS EXHIBIT MAP AND AREA CALL FOR THIS PARCEL, IT APPEARS THIS PARCEL WAS TO INCLUDE A PORTION OF BARGAIN AND SALE DEED VOLUME 148, PAGE 292, AND THE OVERALL DESCRIPTION TO BE 63.00 FEET RIGHT OF THE CENTERLINE OF 'RECONSTRUCTED OCHOCO HIGHWAY' BOUNDED BY THE SOUTH LINE OF SAID BARGAIN AND SALE DEED VOLUME 85, PAGE 13302 UP TO STATION 521 +83.00. PARCEL 1 WAS ESTABLISHED HEREIN BY HOLDING THE RECORD OFFSET OF 63.00 FEET LEFT FROM STATION 521 +83.00 TO THE SOUTH LINE OF BARGAIN AND SALE DEED VOLUME 85, PAGE 13302 OF THE RESOLVED 'RECONSTRUCTED OCHOCO HIGHWAY" CENTERLINE. PARCEL 2: PARCEL 2 WAS ESTABLISHED BY BOUNDING TO THE SOUTH LINE OF BARGAIN AND SALE DEED VOLUME, 85, PAGE 13302, THE WEST RIGHT-OF-WAY LINE OF THE RESOLVED OR 126, AND THE RESOLVED CEN1MNE OF 'RECONSTRUCTED OCHOCO HIGHWAY'. PARCEL 3: THERE IS A CONFLICT WITH THE RECORD DESCRIPTION AND EXHIBIT MAP FOUND IN INSTRUMENT NUMBER 2023-375 (RG) OF THE LOCATION OF PARCEL 3. PARCEL 3 IS DESCRIBED AS BEING 'A PORTION OF BARGAIN AND SALE DEED TO OPPORTUNITY FOUNDATION OF CENTRAL OREGON.... VOLUME 85 PAGE 13302' WHICH IS A PORTION OF THE SOUTH HALF OF THE SOUTHEAST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER (S1/2 SE1/4 NW1/4), HOWEVER BASED ON THE EXHIBIT MAP THIS SHOULD ONLY BE A PORTION OF THE BARGAIN AND SALE DEED VOLUME 148, PAGE 292. PARCEL 3 WAS ESTABLISHED HEREIN BY HOLDING STATIONS 601+36.00 (71.00 FEET LEFT) AND 601+70.00 (61.00 LEFT) BOUNDED TO THE SOUTHWEST BY THE RESOLVED RIGHT-OF-WAY LINE OF OR126. PARCEL 4: THERE IS A CONFLICT WITH THE RECORD DESCRIPTION AND EXHIBIT MAP FOUND IN INSTRUMENT NUMBER 2023-375 (RG) OF THE LOCATION OF PARCEL 4. PARCEL 4 IS DESCRIBED AS BEING 'A PORTION OF BARGAIN AND SALE DEED TO OPPORTUNITY FOUNDATION OF CENTRAL OREGON.... VOLUME 85 PAGE 13302' WHICH IS A PORTION OF THE SOUTH HALF OF THE SOUTHEAST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER (S1/2 SE1/4 NW1/4), HOWEVER BASED ON THE EXHIBIT MAP THIS SHOULD ONLY BE A PORTION OF THE BARGAIN AND SALE DEED VOLUME 148, PAGE 292. ADDITIONALLY, THIS DESCRIPTION STATES LYING NORTHWEST OF THE NORTHWESTERLY SIDE OF THE CENTERLINE 'RECONSTRUCTED 9TH STREET', HOWEVER THE EXHIBIT MAP SHOWS THIS PARCEL BEING ON THE SOUTHEASTERLY SIDE OF SAID CENTERLINE. PARCEL 4 WAS ESTABLISHED HEREIN BY HOLDING STATIONS 601+10.00 (80.00 FEET RIGHT), 601+46.00 (70.00 FEET RIGHT), AND 601+84.00 (64.00 RIGHT) BOUNDED TO THE SOUTHWEST BY THE RESOLVED RIGHT-OF-WAY LINE OF OR126. RECORD OF SURVEY PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY REDMOND EASTSIDE ARTERIAL PROJECT LOCATED IN SECTION 10, SECTION 15, SECTION 22, THE SOUTHEAST 1/4 OF SECTION 16, AND THE NORTHEAST 1/4 OF SECTION 21, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON SW LAKE ROAD AND INSTRUMENT NUMBER 2022-23772 (SHEET 101 SW LAKE ROAD WAS ORIGINALLY ESTABLISHED AS SW THIRD STREET PER 'THE REDMOND TOWNSITE CO.'S SECOND ADDITION TO REDMOND" (RECORD NOT USED FOR THIS SURVEY) AND WAS A 60 FOOT -WIDE RIGHT-OF-WAY, BEING 30 FEET FROM CENTER, WITHIN SECTION 16. A FURTHER DEDICATION WAS RECORDED IN INSTRUMENT NUMBER 2022-23772 (RJ) WHICH FALLS TO THE SOUTH OF RESOLVED VETERANS WAY N SECTION 21. INSTRUMENT NUMBER 2022-23772 (RJ) APPEARS TO BE A PORTION OF WHAT WAS INITIALLY INTENDED TO BE DEDICATED WITHIN CS11744 (R36) AS A PARTITION PLAT THAT ENDED UP BEING CHANGED TO A PROPERTY LINE ADJUSTMENT. AS SUCH ANY PORTION OF THE SOUTHERLY EXTENSION OF SW LAKE ROAD WAS NEVER DEDICATED UNTIL SAID INSTRUMENT NUMBER 2022-23772 WAS RECORDED. THE RESOLUTION SHOWN HERE IN HOLDS THE FOUND MONUMENTS ALONG THE WEST RIGHT-OF-WAY LINE OF SW LAKE ROAD (1379 AND 1261) FOR SW LAKE ROAD LYING IN SECTION 16, AND THE RECORD 60.00 FOOT WIDTH. THIS RECORD AGREES WITH FOUND HELD MONUMENTS AND RECORD DIMENSIONS. FOR INSTRUMENT NUMBER 2022-23772 (RJ), THIS RESOLUTIONS HOLDS THE RECORD DISTANCE OF 36.02 FEET FROM 1376 (BETWEEN MONUMENTS 1376 AND 1279), THE RECORD 271.19 FEET SOUTH FROM THE NORTHWEST CORNER OF PARCEL 1 PP NO. 1995-29 (R40) ALONG THE WEST LINE OF PARCEL 1, AND THE RECORD ROAD DATA OF 60 FOOT -WIDE RIGHT-OF-WAY ALONG THE SECTION LINE BETWEEN SECTIONS 16 AND 21. THIS RESOLUTION AGREES WITH THE RECORD DIMENSIONS, FOUND HELD MONUMENTS AS STATED, AND THE MEASURED ROAD IMPROVEMENTS FOR BOTH PORTIONS OF ROAD. THERE APPEARS TO BE A PORTION OF RIGHT-OF-WAY THAT HAS NEVER BEEN DEDICATED FROM THE NORTH RIGHT-OF-WAY LINE OF THE RESOLVED VETERANS WAY AND THE SOUTH LINE OF SW LAKE ROAD. THROUGH EXTENSIVE RESEARCH, NO DEDICATION OR ROAD EASEMENT WAS EVER FOUND, THOUGH ROAD IMPROVEMENTS SHOW THAT THIS IS CURRENTLY BEING USED AS RIGHT-OF-WAY. THIS SURVEY CONSIDERS THIS TO BE UNDEDICATED. FUTURE WORK UPON THIS PROJECT INTENDS TO REMEDY THESE UNDEDICATED STRIPS WITH FURTHER DEDICATIONS. S 1ST STREET S 1ST STREET FIRST SHOWS UP ON CS01338 (R29) AS AN UNNAMED 60 FOOT WIDE ROAD WHERE LEASE BOUNDARIES WERE MONUMENTED PARCELS 3 AND 4 ABOVE ARE BOTH BOUNDED TO THE EAST BY A 30.00 FOOT OFFSET OF THE CENTER NORTH -SOUTH ONE -QUARTER LINE OF AROUND THE EXISTENCE OF THIS ROAD. THIS ROAD FURTHER COMES UP ON PP NO. 1992-25 (REFERENCE NOT USED PER THIS SURVEY), SECTION 15. IT APPEARS THE INTENT OF BOTH OF THESE PARCELS WAS TO ADJOIN THIS 30.00 FOOT OFFSET AS CS19219 (1120) DID NOT FIND PP NO. 1993-22 (R35), CS11744 (R36), 'AIRPORT INDUSTRIAL PARK WEST (R39), PP NO. 1995-29 (R40), AND PP NO. 1996-34 (R41) THIS UNDEDICATED RIGHT-OF-WAY (CS19219 AND INSTRUMENT NUMBER 2023-375 PREPARED BY SAME SURVEYOR). IT IS LIKELY THE INTENT FOR NAMED AS SOUTH FIRST STREET AND THE CENTERLINE DEFINED AS THE LINE BETWEEN THE SOUTHWEST CORNER OF SECTION 15 (1258) AND FUTURE WORKS WITHIN THIS PROJECT TO REMEDY THIS ISSUE AS ROAD IMPROVEMENTS ARE CURRENTLY OCCUPYING THIS 30.00 FOOT STRIP OF THE NORTH ONE -SIXTEENTH OF SECTIONS 22 AND 21 (1289). THROUGH EXTENSIVE RESEARCH, NO ROAD DEDICATION OR EASEMENT WAS LAND. EVER FOUND FOR THIS PORTION OF ROAD. OR 126 (OCHOCO HIGHWAY OR 126 HAD NEVER BEEN FULLY SURVEYED IN THIS STRETCH FROM SEPTEMBER, 1921, IN ODOT RIGHT-OF-WAY ROLL MAP 38-20-14 (NOT USED FOR THIS SURVEY) THROUGH NOVEMBER 2024. VARIOUS SURVEYS THROUGHOUT THE COURSE OF TIME SINCE THE ROLL MAP HAD SURVEYED PORTIONS OF OR 126 IN CHUNKS AT A TIME MANY OF THESE RECORD SURVEYS HELD THE MEASURED CENTERLINE OF THE AS TRAVELED ROAD. PARTITION PLAT NUMBER 2009-21 (R19) WAS INSTRUCTED BY ODOT TO TIE THE CENTERLINE FOR THEIR RESOLUTION. CS19219 (R20) APPEARS TO HOLD THE MONUMENTS FOUND WITHIN SAID PARTITION PLAT. CS1055 (R30), CS1058 (R31), AND PARTITION PLAT 2001-11 (R10) ALL APPEAR TO HOLD MONUMENTS OF RECORD AND THE RECORD ROAD DATA FOUND IN SAID ROLL MAP. MOST OF THESE RECORDS NEVER END UP CONNECTING INTO EACH OTHER. ODOT, RECENTLY PER THIS SURVEY, PUBLISHED A NEW RIGHT-OF-WAY ROLL MAP IN 2023 'RW9755M' (R46) AND A RECORD OF SURVEY CS21417 (R49). IN THIS ROLL MAP AND RECORD OF SURVEY, ODOT APPEARS TO MARRY THESE RECORDS TOGETHER AND HAVE THEIR RESOLUTION FOLLOW THE ENTIRE LENGTH OF ROAD SHOWN PER THIS SURVEY. THE CENTERUNE RESOLUTION SHOWN HEREIN HODS THE RECORD OFFSETS FOR MONUMENTS 1276, 1255, 1254, 1251, 1304, 1303, 1306, AND -1307 FOUND IN SAID ROLL MAP RW9755M (R46) AND SURVEY (R49). TANGENTS WERE CALCULATED FROM THESE MONUMENTS AND RECORD RADIUS WAS HELD FOR CALCULATING THE CURVES. THIS RESOLUTION AGREES WITHIN REASONABLE TOLERANCES TO THE RECORD STATIONS AND OFFSETS FOUND HELD MONUMENTS AND RECORD DISTANCES SHOWN ON RW9755M (R46) AND CS21417 (R49). THERE WAS A DISCREPANCY WITH THE RECORD RADIUS NEAR THE INTERSECTION OF SE 9TH STREET (SHEET 6) WHERE RW9755M AND CS21417 DO NOT MATCH. THE RESOLUTION HEREIN HOLDS THE RECORD RADIUS OF 1000.00 FEET PER CS21417 (R49) AS THIS MATCHES PREVIOUS RECORDS FOR THIS CURVE. SE LAKE ROAD (SHEET 5 AND 8) FIRST SHOWS UP ON CS1055 (R30) AS AN EXISTING UNNAMED ROAD AND BOUNDARY LINES WERE ADJUSTED AROUND THE EXISTENCE OF THIS ROAD BEING 30 FEET FROM CENTER. PARTITION PLAT NUMBER 1991-34 (R31) IS THE FIRST TO DEDICATE LAKE ROAD, THOUGH THIS PORTION OF ROAD LAYS IN THE NORTHWEST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER (NW1/4SW1/4) OF SECTION 15. THROUGH OUR EXTENSIVE RESEARCH NO DEDICATIONS OR ROAD EASEMENT WAS FOUND FOR THIS PORTION OF ROAD LYING N THE SOUTHEAST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER (SET/4NW1/4) OF SECTION 15, THOUGH ROAD IMPROVEMENTS SHOW THIS AS AN ACTIVE ROAD. THE RESOLVED C04TERUNE SHOWN HERON HOLD THE MONUMENTS 1305, AND 1380 FOR THE NORTH RIGHT-OF-WAY LINE, THE RECORD DISTANCE FROM THE CW 1/16 CORNER (1370), AND THE RECORD RADIUS FOR THE SOUTH RIGHT-OF-WAY LINE FOUND IN SAID PARTITION PLAT. THIS RESOLUTIONS AGREES WITH THE FOUND HELD MONUMENTS AND RECORD DATA FOR THE NORTH RIGHT-OF-WAY. MONUMENT NUMBER 1381 WAS BADLY BENT TO THE EAST, A TIE WAS MADE AT THE POINT OF ENTRY BUT FELL WELL OUTSIDE OF TOLERANCES TO THE RESOLVED RIGHT-OF-WAY LINE. VETERANS WAY (REDMOND AIRPORT ROAD CJ 3-413 VETERANS WAY WAS ORIGINALLY ESTABLISHED AS REDMOND AIRPORT ROAD IN COMMISSIONERS JOURNAL 3-413, ON AUGUST 11, 1938, AND WAS TO BE A 60 FOOT -WIDE RIGHT-OF-WAY, BEING 30 FEET FROM CENTER. AFTER THE ESTABLISHMENT, COMMISSIONERS JOURNAL 3-525 VACATES A PORTION OF THIS ROAD FROM ENGINEERS STATION 30+00 TO 83+00 ON MAY 1, 1940. THE CENTERLINE AND RIGHT-OF-WAY RESOLUTION SHOWN HEREIN HOLDS THE RECORD ROAD DATA FOUND IN FIELD BOOK 60 (RN) AND ROAD TRACING RD002183 (RO), AND ROTATING THE RECORD ROAD DATA ONTO THE SOUTH LINE OF SECTION 16 BY HOLDING THE THE SOUTHWEST SECTION CORNER OF SECTION 15 (1258) AND THE BEARING BETWEEN THE SOUTH ONE -QUARTER OF SECTION 16 (1260). AND THE VACATED RIGHT-OF-WAY FROM 30+00 TO 40+00 (SHEET 11). THIS RESOLUTION AGREES WITHIN REASONABLE TOLERANCES TO THE SOUTH ONE -QUARTER CORNER OF SECTION 16 (1260). THE RECORD STATIONS FOUND IN RD002183 (RO) AND FIELD BOOK 60 (RN), AND GENERALLY FOLLOW THE STREET ROAD IMPROVEMENTS. THERE APPEARS TO BE POTENTIALLY UNDEDICATED RIGHT-OF-WAY BETWEEN THE SOUTH LINE OF THE RESOLVED RIGHT-OF-WAY OF VETERANS WAY AND THE NORTH LINES OF PARTITION PLAT NUMBER 1994-50, 1995-29, 1996-34, AND INSTRUMENT NUMBER 2022-23772. THESE RECORDS NOTED HEREIN APPEAR TO BE HOLDING THE CENTERLINE OF THE AS TRAVELED ROAD (OFTEN TIMES REFEREED TO AS SISTERS AVENUE). FROM THE STATIONS 0+00 TO 11+53.57, THE RESOLVED CENTERLINE FOLLOWS WITHIN REASONABLE TOLERANCES TO THE AS TRAVELED CENTERLINE OF THE EXISTING PAVEMENT. AT STATION 11+53.57 TO 18+69.83 THE AS TRAVELED CENTERLINE VEERS OFF TOWARDS THE SOUTH WHERE IT THEN TANGENTS OUT BEYOND THE RESOLVED PT STATION AT 18+69.83 AND PARALLELS THE RESOLVED CENTERLINE TO 30+00. CS19219 (R20) ALSO FINDS THESE UNDEDICATED STRIPS. THE SURVEY SHOWN HEREIN CONSIDERS MOST OF THIS TO BE UNDEDICATED, AS ALL OF THESE RIGHT-OF-WAY DEDICATIONS WERE WITHIN OR TIED TO PARCELS OF PARTITION PLATS AND NEVER FULLY CONNECT WITH THE SOUTH RIGHT-OF-WAY LINE SHOWN HEREIN. IT IS THE INTENT THAT FUTURE WORK UPON THIS PROJECT WILL REMEDY THESE ISSUES BY FURTHER DEDICATIONS. CS19219 (1120) DOES INDICATE THAT THERE IS RIGHT-OF-WAY DEDICATED BEING BOUNDED BY THE WESTERLY 60.00 FEET PROJECTIONS OF THE SOUTH LINE AND NORTH LINE OF PP NO. 1993-22 (R35). THIS PARTITION PLAT ALONG WITH PP NO. 1992-25 DO INDICATE WITHIN THE DECLARATIONS THAT 'THE CITY DOES HEREBY DEDICATE TO THE PUBLIC FOREVER ANY RIGHT-OF-WAY SHOWN HEREON THAT HAS NOT BE PREVIOUSLY DEDICATED', HOWEVER BOTH OF THESE PARTITION PLATS BOUNDARIES ARE BOUNDED TO THE WEST BY THE WOULD-BE RIGHT-OF-WAY LINE OF S 1ST STREET. THESE PARTITION PLATS DECLARATIONS ARE SOMEWHAT AMBIGUOUS AS THEIR BOUNDARIES DON'T FALL WITHIN S 1ST STREET BUT DO DEPICT THIS RIGHT-OF-WAY. ADDITIONALLY, ALL MENTIONED REFERENCES ABOVE SHOW S 1ST STREET ADJOINING TO THE SOUTH RIGHT-OF-WAY LINE OF VETERANS WAY (OFTEN CALLED SISTERS AVENUE). AS MENTIONED IN THE 'VETERANS WAY' PORTION OF THIS NARRATIVE, IT APPEARS MOST OF THESE REFERENCES WERE HOLDING THE AS TRAVELED CENTERLINE OF THIS ROAD, RATHER THAN THE RECORD DATA AND MONUMENT CALLS AS FOUND HEREIN. S 1ST STREETS CENTERLINE WAS RESOLVED HEREIN BY HOLDING THE NORTHWEST CORNER OF SECTION 22 (1258) AND THE NORTH 1/16 CORNER OF SECTION 21 AND 22 (1289) AND AGREES WITHIN REASONABLE TOLERANCES OF THE FOUND MONUMENTS AND THEIR INTENDED 30.00 FOOT OFFSET FOR MONUMENT NUMBERS 1282, 1281, AND 1279. THE RIGHT-OF-WAY IS CONSIDERED UNDEDICATED FROM THE NORTH LINE OF SAID PARTITION PLAT AND THE SOUTH RIGHT-OF-WAY LINE OF VETERANS WAY. IT IS LIKELY THE INTENT THAT FUTURE WORK UPON THIS PROJECT WILL REMEDY THESE ISSUES WITH FURTHER DEDICATIONS. AIRPORT WAY (VOLUME 364 PAGE 680 AIRPORT WAY WAS ORIGINALLY DEDICATED IN DEED OF DEDICATION TO THE CITY OF REDMOND UNDER VOLUME 364, PAGE 680, 1982, AND WAS TO BE 120 FOOT -WIDE, BEING 60 FEET FROM CENTER. HICKMAN HAD SET A LOT OF RIGHT-OF-WAY MONUMENTS THROUGHOUT THE COURSE OF HIS WORK IN CS1324 (R28) AND CS1338 (1129). THE RESOLUTION SHOWN HERE IN HOLDS THE FOUND MONUMENTS ALONG THE RIGHT-OF-WAY LINES (1291, 1383, 1384, AND 1385), THE RECORD CENTERLINE DATA, AND THE DISTANCES FROM THE NORTHWEST CORNER OF SECTION 22 (1258). THIS RESOLUTION AGREES WITH THE FOUND HELD MONUMENTS, THE RECORD CALL TO THE NORTHWEST CORNER OF SECTION 22, THE RECORD ROAD DATA, AND AGREES WITHIN REASONABLE TOLERANCES TO THE WEST ONE -QUARTER CORNER OF SAID SECTION 22 (1250). M 0 0 z w w cn 12- -1 D20�l REGISTERED PROFESSIONAL "UM couNnnrsuRvErOR Fl Q o6vZ I/. CO III n3 OREGON �'+ - - JULY 11, 2023 COREY PACHECO . 101863 - EXPIRES:12-31-2024 JOB NO. 297-6237-007 PREPARED FOR: CITY OF REDMOND JOB NAME: REDMOND EAP DRAWN: CAP rjarametr"lk 150 NW Pacific Park Lane, Suite 110 • Bend, OR 97701 Ph: 541.508.7710 CHECKED: CAP/DM SCALE: N A DATE: DECEMBER 10, 2024 i