Loading...
HomeMy WebLinkAboutSurvey 21000PORTION OF SECTIONS 9, 89 179 16, 21 & 20 TOWNSHIP 17 SOUTH RANGE 12 EAST, W.M. CITY OF BEND, DESCHUTES COUNTY, OREGON LEGEND HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE SECTION LINE QUARTER SECTION LINE CENTER OF SECTION r- - - - - - - - - - - - - � I I , I , I , I , I , I , I I '---------- ' SHEET INDEX — — — — — — BASIS OF BEARING 8 - IL W J 1 20 M x0), `�3 1� q.5�•g 11 . • Z23 �a3.2 N 2�6 I ------------,_1-------------I--------------�- 81 9 / / / / / / 1 / / / / i-------------,_, / I 1 COOL EY ROAD 9 , 2007 N: 226140.60 E:252013.83 �I 4 /i N N O NCO tiro ti• / 1 ,I -------------,-, / I I 17 ' 16 26 ; 25 __ 4Q , 27 -----� 24 23 ; — 5 �,/---- I N r� , ------------- , , \--------- 0)/ / \ \\ 0O/ CO CO 17 \ RO q pq 1 7 / 1 1' %07 28 - 16 12/ I Abbreviations: FD FOUND N: NORTHING ` E: EASTING STA: STATION `� j Q OS: {-): OFFSET OFFSET LEFT ,' •, IR. IRON ROD IP. IRON PIPE W / WITH YPC YELLOW PLASTIC CAP �/ OPC A.C. ORANGE PLASTIC CAP ALUMINUM CAP � /' 14 ! (R) RECORD DATA 9 / 1' WC WITNESS CORNER 201 / r {� CS COUNTY SURVEY SEC. SECTION L.C. LONG CHORD 16 2 - 21 11 i /15 10 t ! 21 ' 22 &55 RE q N: 216759.98 E: 2 4 8 9 3 7I 13 "PARKWAY" 146+98,74 P.O.T *(: - ------ N.216405.380 21 E. 249044.520 DESCHUTES C U UAL FILEDI �/Z Z,126 V, B yo 5 OREGON DEPARTMENT OF TRANSPORTATION HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP THE DALLES CALIFORNIA and McKENZIE-BEND HIGHWAYS INCLUDING COOLEY RD., ROBAL RD., EMPIRE AVE. and Survey Narrative: N ELS AN DERSON RD. These maps are filed to comply with ORS 209.155 (1) (b). The monuments shown have been recovered in preparation for the Bend North Corridor project. This project consists of re -aligning US 97, intersection improvements at US 97 and Cooley Rd., US 20 and Cooley and US 20 at Robal Rd. Government section lines, quarter section, sixteenth lines and are side lot lines are protracted unless shown otherwise. All right of way widths shown have been re-established by the monuments described within. The narratives for the individual center lines are located on these sheets: US 97 and BNSF Railway -Sheet 3 Cooley East -Sheet 5 Nels Anderson and Chavre Way -Sheet 6 Robal East -Sheet 7 Parkway -Sheet 9 Robal West -Sheet 17 Empire Ave -Sheet 22 Cooley West-2 3 US 20-Sheet-26 Basis of bearing is OCRS Bend -Redmond -Prineville zone 2011 (epoch 2010) measured between points 3255 and 2007. Monuments were located with Leica RTK using double tie methods. All other monuments were tied using Leica MS60 I" total station from the network control shown. PRIMARY REFERENCES: Cooley Rd.: Nels Anderson Rd.: US 97 and Parkway: (R1) CS 17449 (RB) ODOT 10B-17-12 (RA) ODOT 98-29-13 CS 02270 (112) CS 17294 (RC) ODOT 9B-29-14 CS 02298 (113) CS 11613 (RD) ODOT 413-4-1 CS 02307 (114) CS 19551 (RE) ODOT 1 A-22-17 CS 02308 (R5) CS 16402 ODOT 711-4-1 S CS 12108 (116) CS 05233 CS 05236 CS 12670 (117) CS 18525 CS 05052 CS 14925 (118) CS 05241 CS 12851 CS 16224 (119) CS 13403 CS 13493 CS 16845 (R10) CS 14042 CS 14588 CS 17449 (R1 1) CS 02473 CS 16402 CS 17491 (R12) CS 1305 5 CS 16539 CS 13561 (1113) CS 05234 PP 1990-39, CS 02467 CS 16343 (RI 4) CS 17S 16 (RI 5) CS 18703 US 20: Empire Ave.: (R16) CS 19479 (RG) ODOT 1 A-22-15 CS 19596 (R17) CS 02653 (RF) ODOT 7B-4-13 (RI 9) CS 02598 (1118) CS 08647 ODOT 1 A-22-17 CS 09721 CS 08646 CS 17339 CS 14124 CS 02471 CS 11848 CS 08614 CS 02473 CS 122SO CS 08613 CS 13335 CS O4989 CS 12353 Robal Rd.: CS 16135 CS 08643 (1120) CS 14588 CS 08598 CS 11738 CS 17339 CS 05237 CS 13070 CS 12500 CS 17703 CS 18484 CS15496 REGISTERED PROFESSIONAL N LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL NOT TO SCALE 77636 RENEWS:12-31-2023 OREGON DEPARTMENT OF TRANSPORTATION HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP US 97 and US 20 BEND NORTH CORRIDOR PROJECT - ,0T_PAk2, THE DALLES CALIFORNIA HWY. AND McKENZIE-BEND HWY. z DESCHUTES COUNTY y0 1< 1 ODOT REGION 4 TECH CENTER 63055 N. HWY. 97 BLDG. M BEND, OR 97001 KEY NO. 21229 AUGUST, 2022 NO SCALE SHEET 1 OF 28 NE 1 /4 AND SE 1 /4 SECTION 9 T17S Ill 2E WM � a PARCEL 1 cc + ' U � � O PARCEL 2 � � 0 co GS o �. \ Lc) +O 2021 2021 o FD. 5/8" IR. W/YPC "SCES" On \NN: 225892.94 : 251704.05 TA: 639+41.81 S: 90.38 v S 24020'02" W fC7d0r%f?'r% 111W )PA 2020 HELD FOR STATIONING FD. 5/8" IR. W/AC PP "636+00 10OFT RT" N: 226208.37 E: 251836.10 STA: 636+00.00 OS: 100.03 i 2062 2019 \ FD. 5/8" IR. FD. 5/8" IR. W/AC PP "PT635+88.55 99.52RT" N: 226212.49 N: 226218.61 E: 251849.36 E: 251841.27 \ o STA: 635+90.78 STA: 635+88.54 oU OS: 89.65 OS: 99.54 \ - 20200 2019 `\ 02062 6 0 US9 T o THE DA L L ES - CALIFORNIA HIGHWAY O --------------------- RAILROAD ENCROACHMENT 2006 2008 FILER. R. -135 (1933) 4B-4-I 2006 2008 FD. 5/8" IR. W/AC "HWY DIV 639+00 RW" FD. 5/8" IR. YPC "WH PACIFIC" N: 225856.77 N: 225914.94 E: 251885.65 E: 251912.23 STA: 638+99.95 STA: 638+35.99 OS: -90.00 OS: -90.24 PARCEL 2 o � � l r � V� 1 \� v61 zscw"C-s COUNTY SURVEY FILED12 z z12,o22 eye +nNto cv N N toj:;� W 61 FD 5/8" I.R. W/RPC "ODOT CONTROL" N9 226278.65 E: 251931.85 STA: 634+96.99 OS: 42.27 0 0 ---�_ o cn - ~ - - - - S 28028'50, W (S 29000-'06„ W)RA lD O m � O 1 2007 �- l 0o 42 46 C.L o - __-_-_- __ 2009 ------- - - o . i R = 8037.96' 9 / o ! TA = 4008'48" o / PARCEL 1 TS = 290.99'2009 / 2007 (0040'001'C.L.)RA �/ FD. 5/81R. W/AC "OSHD 629+65.43 RW 75.71" FD. 5/8" IR. W/AC PP "633+88.56 RW OSHD" (TA = 4009'15")RA - N: 226699.44 N: 226140.60 (Ts = 311.70')RA / E: 252275.49 E: 252013.83 / /� STA: 629+65.52 / STA: 635+88.51 / OS: -89.83 / e/ / o� 0 / o0 � O a i OS: -74.14 1 / O t PARCEL 1 O �; r� SON I co CNN q � o 1 I � 0 0 FOUND MONUMENT AS NOTED SET NETWORK CONTROL 50 25 0 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 RENEWS: 12-31-2023 011 ;EL 2 y ooa I- �kQ I--,- PARCEL 2 PARCEL 3 2032 FD. 5/8" IR. W/YPC "WH PACIFIC" N: 224853.80 E: 251234.43 STA: 650+82.14 OS: 90.10 2032 SE 1 /4 SECTION 9 T17S R12E WM PARCEL C ME 62 FD 5/8" I.R. W/RPC "ODOT CONTROL" N; 225173.26 E: 251421.90 STA: 647+13.82 OS: 50.91 s• ya a a UNTY X '� ' 12 Z 2,6 ZZ ey(tilvaLoffiri-5-_ ! -1 I ! 0 PARCEL A ! t � I 0 t � t I ! 2022 ! FD. 5/8" IR. W/AC PP "641+00 RW 80 RT" ! N: 225744.58 E: 251648.29 1 STA: 640+99.97 a ! OS: 80.05 0 oLn � 62 S 24020'02" W I I I I I I I (S24050'51 "W)RA I I I I US97a THE DAL L ES - CAL IFORNIA HIGHWAY LO 2005 � 00 co N MCK0 T - ------ --_� N -------------------------------------RAILRQ�� o RAILROAD ENCROACHMENTo -----------------------------------------------------------------------------------------------------------------------------. W � W W = 2031 _ W W Ln W W °00`00- C.L . SEE 2C-24-13 LEGEND _ ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE - - RAILROAD RIGHT -OF WAY ------------- EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE QUARTER SECTION LINE - SIXTEENTH LOT LINE 0 FOUND MONUMENT AS NOTED At SET NETWORK CONTROL „BNSF„ R = 2864.79, To = 28026100" Ln Ts = 825.93` o (2000'00„ C.L .)RD 00 (Tp = 28026'001')RD (TS = 826.00')RD 2005 HELD FD. 5/8" IR. AC PP "SHRP POT 649+00 42FT LT" CS 05052 N: 224965.49 E: 251429.91 STA: 648+99.83 OS: -42.00 Narrative: The "US 97" tangent shown between stations 635+88.53 and 706+55.48 was resolved by holding for offset 2005 and 2002 per CS 05052. This checks well with 2003, an original pin found and called out on ODOT map 4B-04-01. Stationing is held at point 2020. "BNSF" encroachment and the track tangent to the south, held points 2004 and 2003 for stationing and offset per ODOT 2C-24-13. RAILROAD ENCROACHMENT FILE R.R. - 73S (1933) 49-4- 7 0 2045 - - aoo 00, o o S ; 2o0 so�ro� 0 00., 2031 FD. 5/8" IR. W/ 1 1/2"AC "'ESCO20 1990" N: 225377.06 _ E: 251702.46 STA: 644+12.52 OS:-120.74 2 2045 47' 2 n� FD. 3 11411 BRSS CAP "C30 1921 ELEV 3438. 349" N: 225363.49 E: 251718.52 p STA: 644+18.27 OS:-140.98 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 2 C0� RENEWS: 12-31-2023 3215 FD. RR. SPIKE CS02309 N: 223886.24 1 E: 250813.40 STA: 661+37.23 ' OS: 75.03 1, 3215 S 24020'02" W SE 1 /4 AND SW 1 /4 SECTION 9 T17S R12E WM / Clausen held 3303 and 2041 for 30' offset 3303 FD.5/8-' IR. W/ YPC ILLEGIBLE CS16343 / N: 224347.82 / E: 250794.00 STA: 2+82.93 OS: -30.00 63 2041 SET 1 1/8" COPPER PLUG "ODOT CONTROL" FD. 5/8" IR. N; 224079.27 N: 224262.05 E: 250935.74 E: 250984.30 STA: 659+10.94 STA: 657+24.39 OS: 43.10 OS: 74.16 T3 - 13303 0 v v N 2041 0 30' 0 2+82.78 P.C. N. 224375.104 E. 250806.474 sz rb---------------------- 3275 DESCHUTES COUNTY SURVEYOrit FILEDz ZZ Za 22 y,.* Go 1l1n_5 3276 FD. 5/8" IR. ILLEGIBLE CS11460 N: 224400.70 I E: 250823.31 \ ' STA: 2+77.95 \ I ms OS: 30.26 o © `= LLfl 3275 ' FD. 5/8" IR. ILLEGIBLE CS11460 N: 224399.16 I E: 250826.52 \ STA: 2+74.39 I Z OS: 30.17 \ i 2033 a \ ' Q FD. 5/8" IR. W/YPC "KEI�N LS 1081" � .0 N: 224451.53 \ + E: 251070.02 �Ln STA: 655+16.42 30' `O 2033 OS: 74.14 - - in I I (S24050'51 "W)RA I I I/ N. 224258.906 1 1 I 1 a, US97a THE DAL L ES - CALIFORNIA HIGHWAY - E.251064.276 \ fV _ p 2002 _ - En b \ un L Im 2004 L61 to W - _ ____ RAILROAD ENCROACHMENT_________________-2003 \ -- - - ----------------- --------- ----------------------- N - 2027 - 2002 HELD ! ----------------------------------------------------------- _�-- - - FD. 5/8" IR WITH ALUMINUM CAP \ 2027 "OREGON STATE HWY DIV" o 0 FD. 5/8" IR. W/YPC "BAXTER SURVEYING" WITH POST AND PADDLE "660+00" o `_d' \ N% 223790.74 CS 05052 + E: 250934.96 N: 223963.24-� STA: 661+74.16 E• 250976 66 200.OQ \ OS: -75.08 STA: 659+99.81 S = 2°0���� G•� Cli S S o OS: -42.00 S 13°47`55 FE RAILWAY ORTNERN SANTA 5 1 NGT16 N 0 ono --� _i i i LEGEND _ ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE - - RAILROAD RIGHT -OF WAY ------------- EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LI N E RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE QUARTER SECTION LINE - SIXTEENTH LOT LINE O FOUND MONUMENT AS NOTED e SET NETWORK CONTROL p4o 2028 FD. 1 /2"' SQUARE ROD W/AC "ODOT CNTRL" N: 224330.32 E: 251197.80 2004 STA: 655+74.21 OS: -92.24 FD. 3/4" IP. 2003 HELD CS 05052 FD. 3/4" 1P. N: 224313.65 E: 251171.35 STA: 656+00.30 OS: -75.00 RAILROAD ENCROACHMENT FILER.R. -735 (7933) 48-4-7 N: 224323.82 E: 251148.77 STA: 656+00.34 OS: -50.24 50 25 0 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 RENEWS: 12-31-2023 411 OREGON DEPARTMENT OF TRANSPORTATION HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP US 97 and US 20 BEND NORTH CORRIDOR PROJECT �`P"R' oTHE DALLES CALIFORNIA HWY. � � ov �� AND MCKENZIE-BEND HWY. z DESCHUTES COUNTY �91rsf'OKT .�~O ODOT REGION 4 TECH CENTER 63055 N. HWY. 97 BLDG. M BEND, OR 97001 KEY NO. 21229 AUGUST, 2022 SCALE: 1 " = 5 0' SHEET 4 OF 28 21GUU- 00 N O w W kA LEGEND _ ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE - - RAILROAD RIGHT -OF WAY ------------- EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE QUARTER SECTION LINE - SIXTEENTH LOT LINE O FOUND MONUMENT AS NOTED A SET NETWORK CONTROL SE 1 /4 AND SW 1 /4 SECTION 9 NE 1 /4 AND NW 1 /4 SECTION 16 Tl 7S R12E WM SEE SHEET 23 OF 28 3222 � 2005-10502 FD. 5/8" IR. W/ YPC 'LS 980" o CS08637 0 cp CS 16S39 N: 223201.55 CPO E: 250503.83 STA: 668+88.66 OS: 74.97 Nv� 64 o Z FD 5/8" I.R. POST/PADDLE POT 670+00 42' RT -7 N: 223086.66 3222 E: 250488.04 STA: 669+99.84 OS: 42.01 �(1 •64 p Z S 24020'02" W oa US97o THE LnLn I (524050'51"W)RC I DAL L ES - CAL IFORNIA HIGHWAY 2030 3025 to rn rn FD. 5/8" IR. w/ YPC "TYE ENGINEERING" CS17449 A o N: 222902.57 E: 250571.70 o ': •ra 24' ' 5 "W 16Z 05' 3025 IR IN (0 a 10 v kO 3024 (S24.78'33 "W 766.98)R I 2040 N24020 39'T 723.10' �o rQ (N24'78'33'E723.41)R1 2029 ` 3024 FD. 5/8" 1R.CS17449o�'o N: 222750.37 w E: 250502.85 STA: 673+00.16 3030 OS:-110.05 2029 FD. 5/8" IR. W/YPC "TYE ENGINEERING" N: 222733.93 E: 250539.25 STA: 673+00.14 _----- OS:-149.99 z Z 4 2030 v +vv FD. 5/8"' IR. W/YPC "TYE ENGINEERING" N: 222775.32 �: o oE: 250448.22 0 _„ STA. 672 99.93 ti OS: -49.99 ^� w• o ^, 2040 w v_ FD. 5/8" IR. W/YPC "TYE ENGINEERING" v N: 222621.77 w E: 250488.52 STA: 674+23.23 OS:-149.98 3032 .COUNTY ILIED1z Zz ZzBy: �111� sWill. 3213 3214 FD. 5/8" IR. w/YPC ILLEGIBLE CS16343 FD. 5/8"' IR. w/YPC ILLEGIBLE CS16343 N: 223317.87 N: 223318.38 E: 250548.63 E: 250556.45 STA: 0+77.56 STA: 667+60.52 OS: 28.07 OS: 75.16 3213 3214 - - ti Z � �, �k �gXp Bg �p 9 0' pp k0 •�. d .�.a 00. En r Lp S ppp ,, • V d 0 �ppp,, ��d 3 L Ln n 200 Ln Ln 3027 t 302 t 3026 - ''l t 4b 2023 co , 0 , 0 0 t � o t P \ \ \ _rIM 3027 @ \\ f FD. 5/8" IR. w/ YPC "TYE ENGINEERING" CS17449 N: 223231.03 �a E: 250654.20 STA: 667+99.83 t `� OS: -49.90 ` 2024 \\,o ) 3026 3029 ) FD. 5/8" IR. w/ YPC "TYE ENGINEEF ING" CS17449 FD. 5/8" IR. CS08639 `�010 N: 223220.66 N: 223251.05CP d, E: 250676.88 E: 250956.38 Do STA: 667+99.94 I STA: 3+29.60 �.n OS: -74.83 t OS: 40.57 `� \�� Cz CD3028 HELD COOLEY EAST 2025 o FD. 5/8" IR. w/ YPC "'TYE ENGINEERING" CS17449 FD. 3 1/4" AL. DISK 1/4 COR S9/S16`� � IN: 223251.50 't PER 0. C. R. R. 1196 �\ E: 250690.92 N: 223251.50 STA: 667+66.06 E: 250996.91 ` OS: -74.92 ` STA: 3+70.12 STA: 0+64.13 V `t V . OS: 40.00 0 . 4 .1 3030 FD. 5/8" IR. w/ YPC "TYE ENGINEERING" CS17449 V N: 222870.14 t O 3029 E: 250643.12 � O 3031 _ 2025 � . 48 FD. 5/8" IR. w/ YPC "TYE ENGINEERING" CS17449 o J' NL,8o01z� N: 222807.03 E: 250847.43 STA• 8058+67 81 ko co 2023 FD. 5/8" IR. W/YPC 'BAXTER LS 1041" N: 223331.44 E: 250727.10 STA: 666+78.31 - OS: -74.94 2026 Ln FD. 1 1/2" AL. DISK IN CONC "ODOT CONTROL" 00 N: 223329.68 U_ E: 250689.49 O STA: 666+95.40 OS: -41.40 �o w N 2024 g FD. 5/8" IR. W/YPC ILLEGIBLE S��.• N: 223331.58 .` i� - G• g W w E: 250821.98 STA: 1+95.23 5 ` OS: -40.03 •3 �y'� FD. 5/8" IR. CS086-39 OS: 50.34 N: 222549.16 3031 E: 250784.00 o STA: 8061+33.36 300 OS: 50.44 - - ' �- 3007 HELD o FD. 5/8" IR.CS07658 N: 223251.68 3032 't E: 2 51111. 41 300 3009 STA: 4+84.62 " FD. 1/2.OS: 40.00 300 " IRCSO7658 t� - t N: 223251.87 E: 251131.55 t STA: 5+04.77 't 50 25 FEET 50 OS: 3 9.8 2 o REGISTERED � �o t o �p PROFE551flNAL � LAND SURVEYOR S��'• -� 0§4 3ooa ,• FD. 2 DISK CS07658 N: 223251.77 N 1 1 Narrative: E: 251060.01 &Rd "Cooley East" held points 3028 and STA: 4+33.22 OREGON 2 - the midpoint between points OS: 39.89 MAY 10, 201 1 3010 and 3007. This resolution checks ROBERT A. CHURCHILL well with other monuments set in 77636 CS 07658. RENEWS: 12-31-2023 62• g� Z�Z� pg ppoi S 13 RAILWAY d� NORTHERN SANTA B F <<� URLINGTON 0 0 67 SET 5/8" I.R. W/RPC "ODOT CONTROL" N: 223327.66 E: 251085.22 67 STA: 4+58.47 OS: -35.99 3010 HELD FD. 5/8" IR.CSO7658 3010 N: 223331.69 E: 251130.88 STA: 5+04.13 N1OS: -40.00 SEE SHEET 27 OF 28 OREGON DEPARTMENT OF TRANSPORTATION HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP US 97 and US 20 BEND NORTH CORRIDOR PROJECT o of P°R'���, THE DALLES CAUFORNIA HWY. AND McKENZIE-BEND HWY. 4 r DESCHUTES COUNTY ��JITSPOKT a�i0 ODOT REGION 4 TECH CENTER AUGUST, 2022 63055 N. HWY. 97 BLDG. M SCALE: 1" = 50' BEND, OR 97001 KEY NO. 21229 SHEET 5 OF 28 00 N U_ O N W W W W tA 65 SET 1 1/8" COPPER PLUG "ODOT CONTROL" _a \ N: 221654.65 \ E: 249944.70 •'� STA: 685+28.52 \ OS: -52.98 0 kr ............ 'o C� 0+00.00 P.I. "CHAVRE" Z o 684+78.16 P.I. "U.S. 97" ko , N.221722.372 Ln E. 249917.177 Ln �r •� w Ca rn 65 � -�\3064 'd LL+ �r o co w r, N � s' - o��` CC- 4 cf- 3044 NW 1 /4 SECTION 16 T125 RI 2E WM 3224 0 3226 5084 O o 3225 O� WOO S 24°20'02" W LJUTM COUNTY SURVEYOR tz ZZ 2o2Z By: Go M;1_5 O 3223 \ 1S24050'51 "WiRC j I N US-9 7: THE DA L L ES - CA L I FQRIV I A HIGHWAY 29°06'23"C.,. R= 196.85' y \ ti LT, co cn T = ° 2 45 00 0 , ` \ o + p o �+ Ts = 4.73' N �" >v d 'n o N Ln \ (R = 196.85)RB + 4Ul� ^' N�flo \ (TA = 2°36' 11 " 1RB (Ts = 4.47'IRB N 26°58'S3" E 127°30'15"EIRB \ fVEL S ANDERSOiV ROAD N 24°13`53" E tN24°54'04"E)RB CJO �•� % `Z1 o .. + cyl o .� \ 00/+00 N M ti 3° 11 A6.06 52!005 +' + O 1. �o ?I5 10 co toy toy v F� ,� • O _ - A606 2 )R \ 3033 xio �ti�0 00 I 'p �' . ,� 2 °0`3'08 1 FD. 5/8" IR. BENT CS08643 h `° N _ 1 �' e tR 50 0)R '� N: 221868.72 ~' 3042 �1 l�'c'X�'p D - �3�.2 I;zr,� O �.� t E: 250616.92 Ln cM Z 4� "�r'�•9S l�� \ STA: 8068+3400.01 jlx 3043 �� �oo�, F'c'�,6 r 110 \ 1 OS: 50.40 FD84 5" B.C. "5005 ODOT CONTROL" ��(0% asp ,>j9' 0, - -yam, LJo 1 N: 222301. 70 �A �g 0' ��S •j1 'S,�`y- \ l 3034 E: 250134.68 x .� �,� •S9p W FD.5/8 IR.W/ YPC BK RK PLS LS2257 CS11613 + 3064 3044 \ 1 N: 221888.85 1 STA: .5 60.67 FD. 5/8" IR. w/YPC FD. " „ OS. 40.54 3045 �5/8 IR W/YPC 'HWA CS17294 \ � E 250537.59 �0, ,;� "HWA" CS17294 N: 221646.40 i LEGEND f+N2) 6)R ,,)R� N: 221632.31 E: 250047.31 \, t A6.0 , 11 E: 249958.62 STA:684+93.76 _ ACCESS CONTROL AND tR 253°295,}R 3040 STA: 685+43.14 OS: -149.88 j RIGHT-OF-WAY LINE �D = , ,�23• OS: -74.87 '1 STREET RIGHT-OF-WAY �� S w Narrative: 3041 \ _ _ _ - PROPERTY LINE FD. 5/8 IR. W/YPC 'HWA CS17294 r- _ Chavre Way and the Nets Andeon - - _ - RAILROAD RIGHT -OF WAY O q N: 221670.44 �-�- centerlines are per ODOT 1 OB-17-12. E: 250149.44 \------------- EXISTING EASEMENT 00 The monuments 3040, 3045 per 1 ^� •°�•� CS 17294 and 3118 per CS05241were OS. STA:-23303 ..76 HIGHWAY/STREET � held and the alignments built to record. �� L p0 03 1 0 � � � _ _ _ _ _ -- - RECOVERED CENTER LINE �, o 3039 ' \ _ - - - " _ RAILROAD RECOVERED - - - - �- ,� N24 24 36 E 94.71 1 (N24'IS'S7'E94.74jR2 3037 FD. 5/8 IR. W/YPC 'HWA CS17294 w 3039 N: 221566.63 CENTER LINE 1, \ W ,fl E: 250319.18----------- SUBDIVISION LOT LINE W NNN 3043 3037 � 3035 SECTION LINE W o sON FD. 1-1/2 BRASS DISK \ - QUARTER SECTION LINE o -a "ODOT CONTROL #5006" FD. 5/8 IR. W/YPC `HWA„ CS17294 N: 221652.88 - - SIXTEENTH LOT LINE v' N: 2 216 51. 91 sN.cJN •t`'��s, N E: 250181.23 c„ E: 250358.32 �\ \ FOUND MONUMENT orn = STA: 11+59.46 vell% � 3034 . O AS NOTED w� OS: -27.81 3038 z w \ tr N' - ►.hELD FOR LINE ONLY tl,\ FD. 5/8" IR. CS17294 to w A SET NETWORK CONTROL t~; tv N. 221604 35 N' ti *' �� // 3045 HELD FOR N2 �-' o E: 250551.70 � rn o0 ^' w \ FD. 5/8" IR. w/YPC "HWA" CS17294 `-V STA: 8071+06.32 Q4 _ N: 221601.90 `� O0.68 ^' E: 250206.62 `" 035 FD.5/8" IR.W/ YPC "BK RK PLS LS2257" o - 3036 3036 FD. 5/8" IR. W/ YPC "DEJARNETT LS2208" CS11738 N: 222340.83 E: 250360.78 STA: 677+31.85 OS:-149.36 01 _00 _ _ N W ® __-- O `^ w _ r W - �" r W 3223 3225 _ _ - - V1 FD. 5/8" IR. CS08637-- FD. 5/8" IR. W/ YPC ILLEGIBLE CS13070 N: 222524.67 N: 222376.54 E: 250224.97 E: 250158.05 STA: 676+20.31 STA: 677+82.85 OS: 50.14 OS: 50.08 STA: 11+03.42 MCS11613 \ OS: -30.00 N: 221916.22 3033 \ 0 50 25 0 50 3040 HELD FOR "N2" b E: 250510.61 FEET FD. 5/8" IR. w/YPC "HWA" CS17294 ---�` - - \ _._._ - - -�� REGISTERED N: 221629.15 PROFESSIONAL E• 250260.12 3038 _ _ _----" STA: 11+01.39 1 jo47'cj5 W RAILWAY LAND SURVEYOR S FE RAIL 01 OS: 30.00 SANTA o - _ NORTRERN \ BURL I NGTON -� - - - 10 OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 C) \ RENEWS: 12-31-2023 3224 FD. 5/8" IR. W/ YPC "HWA" CS18484 N: 222376.62 E: 250147.07 STA: 677+87.30 OS: 60.12 3226 FD. 5/8" IR. W/ YPC "HWA" CS18484 - N: 222385.54 E: 250151.10 STA: 677+77.51 - OS: 60.12 (s` &� 2 1 0 C 0 % I a w W V) W SEE SHEET 28 OF 28 50� cp 0 I- 03 m ,OS 00 0 0 m - - - � 50' rn ko Narrative: "Robal East" held 3057 and 3056 for tangent 1 and 3054 and 3053 for tangent 2. The central curve held the record radius �i per CS 19551 and ODOT 1011-17-12. / 66 / FD MAG NAIL IN EXPAN5'1ON JOINT N: 220805.93 E: 249564.51 STA: 694+58.50 OS: -56.29 3104 3104 FD. 1" AXLE CS02472 N: 220609.02 E: 249668.62 3054 HELD FOR "ROBAL EAST" FD. 5/8" IR.w/YPC "HWA" CS19551 N: 220818.72 E: 249874.31 STA: 3+48.93 0 Ln �o a rn 30' rn m OS: -40.00 .0k86�Z'3 L 9.ORLOZZ •N 7V808" „1SV 9 Q + L057 0 if NW 1 /4 SECTION 16 T17S R12E WM DE CHUTES COUWY SURVEYOR (Z Z?� zO2Z Ely� , - 3229 FD. 5/8" IR. BENT CS12500 I N: 221416.19 250 E: 249712.71 SET 1 1/8" COPPER PLUG "ODOT CONTROL" STA: 688+41.39 I 1 N: 221108.07 OS: 60.14 � E: 249276.77 3268 3230 o\ Q 250 FD.5/8" IR. W/ YPC "W&H PACIFIC" CS12500 l \ N: 221435.34 ' E: 249694.22 3268 STA: 688+31.55 FD. 5/8" IR. w/ "W&H PACIFIC"' CS12500 OS: 84.87 N° 221108 82 ' E: 249277.04 00 0 00 0 rn m 50, - - 0 18S'l S56�Z '3 I I Z'l 06000 'N ,Z 6 Sn„ '1'd 8S'05+f 69 „1S3M 17VGO&,, '1'd Zf'16+00 LEGEND _ ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE - - RAILROAD RIGHT -OF WAY ------------- EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE QUARTER SECTION LINE SIXTEENTH LOT LINE O FOUND MONUMENT AS NOTED SET NETWORK CONTROL I f9-o596PZ .3 US9 7o THE f'k9116000 N i „L6 Sn„ 'I'd I L'L9+f'69 / ,,ISd3 7VG08,, 'I'd 00'00+0 3058 CP�O 0� I ------------------------------------------- 0� > >, 3227 FD. 2" A.C. "W&H PACIFIC"' CS12500 \ N: 221455.25 / l E: 249730 46 1 STA: 687+98.49 / OS: 60.06 , I j 1 3228 / i FD. 5/8" IR. CS13485 / N: 221500.70 j 2 E: 249751.27 STA: 687+48.50 j QQ� I 1 OS: 59.83 2 , ' \ Q I / � , 3230 j '\ 3229 3227 3228 / 24020'02" W (S24050'51 "W)RC I I DAL L ES - GAL I FORNI A HIGHWAY 3057 / 3059 - - - - - - - / 40' / Lo 306� 3060 "HWA" / o FD. 5/8" IR.W/YPC CS19551 I c\ /- I N. 221096.36 E: 249716.32 OS: -74.94 STA: 691+31.32 / 3057 HELD "ROBAL EAST" FD. 5/8" IR.W/YPC "HWA" CS19551 3058 "HWA" N: 220919.50 �j�; FD. NAIL & WASHER CS19551 E: 249630.77 N: 221035.71 ' STA- 693+27 72 I - - -ta E: 249683.37 0 r . ° �� �� OS. -69.86 US 97 o STA: 692+00.16 w STA: 0+70.00 ^i j"' �. OS: -69. 90 o c�,, c,,; OS: -40.00 HELD `ROBAL EAST" v��v,, 3056 HELD rn , 3059 0'�, FD. 5/8" IR.w/YPC "HWA" CS19551 %" �c Z �� FD. 5/8 IR.W/YPC 'HWA CS19551 �1 �ra N: 220844.90 Fl� N: 221033.65 kI ST 249795.67 E: 249687.92 j A: 2 50.85 STA: 692+00.16 OS: -40.00 OS: -74.90 S 6 I N24°21'05T 196.57 -_-_ 3062, ________N24°19'50"E20 53 - -_- -- ►----------- - - - - -- - - - - - 3056 (N24'19'03 "E �96. 49)R4 4 (N24'18'19T 20Z 50)R4 3062 ©� in co �j� FD. 5/8" IR. w/YPC "HWA" CS19551 3055 a U ©. o �, oc o ,�'°,��° N: 221023.93 '0'd 16'98+z `'' N o NIV" K' o � a'• �n�-, E: 249876.69 .Q � 3055 G oo ran �O 1 FD. NAIL & WASHER "HWA" CS195 j•6�.r` `� d " b m ltD N: 220830.09 3054 M. 4 � E: 249828.51 + ~ �I STA: 2+86.88 �/ < ' D A� OS: -40.04 Q SEE SHEET 12 OF 28 3065 w9m 3065 FD. 5/8" [R. w/YPC "HWA" CS17294 N: 221398.07 E: 249852.75 STA: 688+00.19 OS: -74.93 17 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 RENEWS: 12-31-2023 1 3066 FD. 5/8"' IR, w/YPC "HWA" CS19551 N: 221468.35 E: 249884.48 STA: 687+23.08 OS: -74.87 00 O to w W LA W LA I 00 N u_ O 0 W UJ LA W W to . .......... SW i /4 SECTION 16 T17S RI 2E WM DESCHUTES COUNW SURVI&M-1 tSy.. Co V1,1_5 SEE SHEET 19 OF 28 I' - _ o � \ 0 00 • - `�. 3265 HELD FOR CURVE 00 ciY�o• o FD. 5/8"' IR. W/ YPC "ODOT RW" CS14588 � L cV L-- - - - - �© ��",s, N: 219190.28 O z N 00 O N CNN o E: 248731.29 �' 3265 \ + �! All chainage shown on this sheet per N , STA: 118+91.80: 1 CZz o� "Parkway US 97" center line. O N OS: 90.00 o N Ln 00 _ •' - i (S240191W)RD - W W "BUSINESS B" , , _ _ //� -o - 600.00 SPIRAL ►0 � � W ! „PARKWAY � W i' L ' ' I \ o 3077 3243 3243 a 3077 FD. 5/8" IR. W/ YPC "ODOT RW" C51458 `X ___ ___------------------_..-- __ FD. 5/8" IR. W/ YPC "ODOT RW" CS14588 N: 218909.72 / - \N: 219503.59 E: 248723.40 j teCS Loop eC one ° ,,Q.L. E: 248979.31 STA: 121+54.17 / ,� •- SAS u;1t cen 1 59 56 A,, STA:- 6 24.91 OS: 79.99 o -y as LESS OS: 56.81-.` + IN gU5 7�Ln 69 69 R 4" 3078 SET 1 1/8" COPPER PLUG "ODOT CONTROL" .�-'�- = 19°24 2 FD. 5/8" IR. W/ YPC "ODOT RW" CS14588 N: 218843.29 / �--'�' Tp = 490.11 N: 219374.16 E: 248755.16 --�'� Q TS „0.L •jRC E: 249297.14 '•� STA: 122+19.29 Y" 2°QQ OQ "')RC STA: 115+24.88 '•� OS: 53.12 �'' pRo ,�• ( 19°25 00 OS:-399.98 / - P 48'00 .66' + (T � = 494.12 )RC ' 3079 R 14 ' FD. 5/8 IR• W/ YPC ODOT W CS 588 T5 N: 219115.76 ,C•L,1REO,,IRE 3083 E: 249333.06 --�• 3083 2 l4 4 �,023 ,�RE FD. 5/8" IR• W/ YPC "ODOT RW" CS14588 STA: 118+39.89 / v ; p 3084 -�� 02 N: 218949.57 OS:-514.95 ' ' Q a (T� : 155 ! E: 248917.07 S � STA: 121+20.04 OS:-114.88 3080 FD. 5/8" IR. w/YPC "HWA" CS16402 Z 3085 °� - N: 219075.50 � 3084 E: 249289.37 m 96•• <c ��� �� FD. 5/8" IR. W/ YPC "ODOT RW" CS14588 STA: 119+19.74 N: 218918.53 OS:-479.31 ! E: 248913.43 6": STA: 121+54.17 1, 3081 OS.: _ 110.24 FD. 5/8" IR. w/YPC "HWA" CS16402 �, N: 219014.22 i 3085 E: 249222.68 / FD. 5/8"' IR. W/ YPC "ODOT RW" CS14588 �'� STA: 120+28.66 o N: 218819.50 CDs OS:-419.31 E: 248901.90 �, �r STA: 122+59.96 Narrative: OS: -90.02 3082 i / This section of "Parkway" held the record o ��.\ FD. 5/8" IR. W/ YPC "ODOT RW" CS14588 degree of curve per ODOT 1A-22-17 and �.\ N: 218953.87 ` i 3078 / CS 14588. Record delta was adjusted to fit the E: 249157.16 �', monuments held for curve control 30959 `" �•.� STA: 121+19.98 o LEGEND ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE - - RAILROAD RIGHT -OF WAY ------------- EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE QUARTER SECTION LINE - SIXTEENTH LOT LINE O FOUND MONUMENT AS NOTED ® SET NETWORK CONTROL 3253. The short tanget at station 127+54.73 OS:-355.00 was established by holding 3253 for offset and 3082 � , �'` n r -r ted distance distances lit of 3252 and 3096. - / apo a / p '� r- The record degree of curve was held and the tangent ' delta adjusted to fit the P.T. monument 3249. The final tangent held 3255 for offset. -- ---- - I 3094 FD.1 /2" IP. CS05234 N: 218569.28 E: 249074.29 3094 N�64,o8,F�. 6480 p„ 2683 E�j6Sa�R6 LOT 8 3088 B1OCK 2 / O ® D 6' 3081 07) 00 93 R5 \ 3080100 234' S.30) �6 I ° , 23'N� EMI 2388 80� 3 0 7 9/ 29 3 4 1 3088 �0 .64 0 ` FD. 1/2" IR. CS05233 N: 218750.94 E: 249210.12 t�O 1."02 O �IyO AV26o � 1106 809��-7s 72 ap 1Jt6 l \ t LoT K Z BLOC LOT 9 Z BUCK SEE SHEET 14 OF 2E 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR 00l OREGON MAY 10,2011 ROBERT A. CHURCHILL 77636 RENEWS:12-31-2023 OREGON DEPARTMENT OF TRANSPORTATION HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP US 97 and US 20 BEND NORTH CORRIDOR PROJECT �op�RT� THE DALLES CALIFORNIA HWY. AND McKENZIE-BEND HWY. DESCHUTES COUNTY ��1SyoKT ODOT REGION 4 TECH CENTER 63055 N. HWY. 97 BLDG. M BEND, OR 97001 KEY NO. 21229 AUGUST, 2022 SCALE: 1 " = 5 0' SHEET 9 OF 28 0 Do N w O W w vi W to SEE SHEET 21 OF 28 3238 FD. 5/8" IR. W/ YPC "ODOT RW" CS14588 N: 217517.13 E: 249023.69 ep STA: 135+85.03 ��pI OS: 70.13 SW 1 /4 SECTION 16 AND NW 1 /4 SECTION 21 T17S Ill 2E WM 3241 FD. 5/8" IR. BENT CS05234 N: 217784.60 4e'O E: 248791.54 �, r0 o pC / 3241 ' 3 3plpo„CR 2 /� R ' 1637, p I T 2' 4 Ts _ 19°56'55„ / QQ 1 I 3239 538.82, - s 0- -, � s FD. 5/8" IR. W/ YPC "ODOT RW" CS14588 tZ' ci N: 217551.26 E: 249028.03 "? � STA: 135+50.01 0 �' OS: 65.17 3240 cco FD. 5/8 IR. W/ YPC �3, o "ODOT RW" CS14588�rA CCQ"'C.R,)R,6 o N: 217599.43 ITS 19°5,3.58„ ARE, U, + E. 249020.86 j 5.38.pg-�R�. 323 ,Q- STA: 135+00.05 co OS: 70.58 U-) 0 3239 0 �0---, - o 5-00 \� -,o 00, 247 0 3246 CD 3247 tu S o FD. 5/8" IR. W/ YPC s 1,- �s j ODOT RW CS14588 Q'r, co % O 1 N: 217695.83 E: 249024.10 STA: 134+00.58 .�• o OS: 60.14 O�'s. s� 4 3 2 6 I FD. 5/8" IR. W/ YPC co "ODOT RW" CS14588 O N: 217761.87 E: 249019.60 3242 FD. 5/8" IR. W/ YPC "ODOT RW" CS14588 N: 218079.67 E: 248953.54 STA: 129+99.95 OS: 50.13 SEE SHEET 20 OF 28 3252 HELD FOR CURVE FD. 5/8" IR. W/ YPC "ODOT RW" CS14588 4 Q N: 218228.75 Y E: 248869.72 "? STA: 128+31.95 OS: 87.43 + STA: 133+32.04 3251 OS: 56.44 /, �` p),� LnFD. 5T 8R IR. W/ YPC 3245 0�� NOD0S126 72CS14588 FD. 5/8" IR. W/ YPC I rn m "ODOT RW" CS14588 + E: 248903.27 N: 217827.07 °', STA: 129+39.95 `+� E: 249015.16 rn OS: 85.07 rn STA: 132+64.95 3251�}--- - - - ---�` _ 0 S: 5 0.14 + / o--`--�`_ N 3245 - - --_ _- o Ln � \ 1 h • ------------------------- 71 3155 tn A.• 500.00' SPIRAL 3242 "PARKWAY" o Ln 3153 „ N► o � � � +� 3152 71 FD. 5/8 IR. W/ YPC '4 h o a, •., � � ,,� FD. 5/8 IR. W/ YPC FD. 5/8" IR. w/YPC SET 1 1/8 COPPER PLUG ODOT RW CS14588 . � P' � "ODOT RW" CS14588 „pEA INC." CS12603 3134 "ODOT CONTROL" -- - N: 217684.02 rn N: 217782.61 N: 217790.58 FD. 5/8" IR. W/ YPC N: 217562.59 E: 249178.59 3154 ,� Q N E: 249161.56 E: 249160.06 "ODOT RW" CS14588 0 E: 249161.51 STA: 134+26.78 _ Q STA: 133+32.03 0 STA: 135+42.29 OS: -92.53 555� �---~ �u' STA: 133+24.34 N: 218071.98 .- �` - OS: -87.03 OS: -86.72 E: 249112.02 OS: -68.57 3154 00 v 3153 3152 ---____ STA: 130+50.07 3156 FD. 5/8" IR. BENT o ----�_ _ OS:-100.30 �ODOT RW'R�CS14588C- NS1217881.14 v+ �-y2t�` � �, , � N: 217742. 51 �~ E: 249173. 71 --� _ �Q yQ``f' n \ 'f� i ,` 3134 E: 249228.68 STA: 134+00.74 STA: 133+77.31 OS: -90.24 3156 �J+0 Ln OS:-148.33 'L + LEGEND _ ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE - - RAILROAD RIGHT -OF WAY ------------- EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE - QUARTER SECTION LINE - SIXTEENTH LOT LINE O FOUND MONUMENT AS NOTED e SET NETWORK CONTROL SEE SHEET 15 OF 28 *U14 u V L i l2 .zZ . Zd2Z : 52 _ _ - 3253 3253 HELD FOR CURVE FD. 5/8" IR. W/ YPC "ODOT RW" CS14588 N: 218302.74 E: 248845.45 STA: 127+54.10 OS: 88.90 S 17004148.8511 E (S 16032'4311E)RE `244 rn 3244 °' FD. 5/8" IR. W/ YPC "ODOT RW" CS14588 Ln N: 218499.33 70 E: 248780.71 STA: 125+49.93 OS: 95.08 in rn 3087 3096 70 FD. 5/8" IR. W/ YPC FD. 5/8" IR. W/ YPC ,.� Q SET 1 1/8" COPPER PLUG "ODOT RW" CS14588 o "ODOT RW" CS14588 "ODOT CONTROL" Q N: 218397.56 N: 218549.70 E: 248963.93 N: 218282.89 Lo � E: 248853.64 STA: 125+50.04 m E: 249046.41 + ct �. <c STA: 126+66.16 OS: -94.93 STA: 128+32.10 OS: 53.39 OS: -97.36 3096 - - 3086 - - - --` - - - .0-- - 7 ¢09 5 - 3087 lep �'� :'S. 0�,�- �.\ �� �, O). �O�-. 6 o N - 0 3095 FD. 5/8" IR. W/ YPC "ODOT 3086 FD. 5/8" IR. CS16402 + 49 - RW" CS14588 N: 218558.01 N: 218357.18 E: 248961.97 0 ' j E: 249023.35 STA: 125+41.26 Ln ' STA: 127+54.31 OS: -95.24 + OS: -97.14 v -----------------------3094 �`O� 3094 FD.1 /2" IP. CS05234 ,F- - 1 N. 2 8569.28 E: 249074.29 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR � Z�eo OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 00 U- O cn w w w �2�oco- RENEWS:12-31-2023 LEGEND NW 1 /4 SECTION 21 T175 Ill 2E WM _ ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE - - RAILROAD RIGHT -OF WAY ------------- EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE QUARTER SECTION LINE - SIXTEENTH LOT LINE O FOUND MONUMENT AS NOTED A SET NETWORK CONTROL r r r f r r r ! r r r r r r r ! -- r r r ! ! r r ! r r ! r r ! r r r r r r r r r r r r ! r r r r SEE SHEET 22 OF 28 +gm co. ,Ob Lo MI6 of I ZL Lo V- It 0 0 rn 3255 in N 3255 HELD FOR OFFSET FD. 5/8" IR. W/ 1-112" A.C. "ODOT LS1958-1995" CS12851 N: 216759.88 E: 248937.13 STA: 143+50.06 OS: 125.00 NETS gNPERSON Rp S 2°5206.141 w (S3"21 ' 15 "W)RE DAL L ES - CAL IFGRNIA 72 SET 5/8" I.R. W/RPC "ODOT CONTROL" N: 216703.95 E: 249007.73 STA: 144+02.39 OS: 51.68 US9 T a THE 0 _ m - 3254 3254 � m FD. 5/8" IR. W/ 1-112" A.C. "ODOT LS1994" CS12851 N: 217137.79 E: 248986.17 STA: 139+70.17 OS: 94.93 HIGHWA Y SEE SHEET 21 OF 28 3256 lor'I FD. 5/8" IR. BENT CSO5234 BLACK, N: 217282.02 E: 248928.19 3256 00 Ln M /-- 3249 3248 YND �PFCO�O (_0-59�4� + �¢+ FD. 5/8" 1R. W/ 1-112" A.C. '"' 248 "ODOT LS1958-1995" CS1285F_ N: 217193.78 3250 �n E: 248968.84 \ -- STA: 139+15.12 �r OS. 115.04 3249 HELD FOR CURVE N AND OFFSET 3250 FD. 5/8" IR. W/ YPC FD. 5/8" IR. W/ YPC "ODOT RW" CS14588 "ODOT RW" BENT CS1458 N: 217208.21 N: 217432.87 E: 248969.62 E: 248981.01 STA: 139+00.67 STA: 136+72.08 OS: 114.98 OS: 112.45 9f R. FD. 5/8" IR.w/ 1-1/2" A.C. "ODOT R/W 1996" CS12851 N: 217349.80 E: 249326.12 STA: 137+44.92 OS:-234.79 �r Nr 3157 FD. 5/8" IR.w/ 1-112" A.C. "ODOT R/W 1996" CS12851 N: 217407.63 E: 249327.78 STA: 136+89.97 OS:-234.76 3167 ter' Lo rn o0 N FD.5/8" IR.w/YPC 3162 a. "BAXTER SURVEYING " CS14415 FD. 5/8" IR.w/ 1-112"' A.C. O ~ CO c� N: 216828 86 3164 `T rn ODOT R/W 1996 CS12851 " 0 N L ( Co E: 249256.58 FD. 5/8" IR.w/ 1-112" A.C. Q0 1-6 N: 217433.86 '- Lq to rn ZI I STA: 142+65.18 "ODOT R/W 1996" CS12851 °' E: 249284.12 uj w cr q OS:-190.60 o N: 217195.19 STA: 136+65.98 __-- `n E: 249244.11 3163 OS:-_1900..60__ _ f--- - W STA: 13 8 + 9 9.9 3 316 4 �-- ------J� - - cn 00 0 o w ° OS: -15 9. 81 _ - - - - -- v - --" _ v � • � o� � 3167 _ _ _ _ - 3158 o r� N O rn °' + Cr) FD. 5/8" IR.w/ 1-112" A.C. rn `� o 00 ti rn cy)ll;t/, 11,14 - / "ODOT R/W 1996" CS12851 m + n -- 3158 3162 +co 00 N: 217330.37 + N _ rn E- 249285 95 rn `+° STA: 137+65.04 �, rn £I 3166) / "T OS:-195.36 + ++ 00 o o O ti t9 M _- 316 3 0 "� _� 1 + 3165 FD. 5/8" IR.w/ 1-112" 3161 A.C. ,` 3157 Q0 rn "ODOT R/W 1996" BENT CS12851 rn rn ! 7 17 N: 231.08 r I � ! E: 249234.04 ' 3165 STA: 137+80.00 , r FD. 5/8" IR.w/ 1-1/2" A.C. OS:-144.03 _ "ODOT R/W 1996" CS12851 , f I N: 216638.88 _ E: 249336.36 ! bt ! I STA: 144+50.93 ' r ( OS:-279.78 0 DES COUNTY OR 3166 ZOyCaFD. 5/8" IR.w/ 1-112" A.C. !Z ; i Lus "ODOT R/W 199613ENT CS12851 I I ING N: 216643.23 O BURNS 1,3° 1 SZ I•��S6�Z •� E: 249313.03 c � tp 0 TpN NpRj yr7,5s „,[Sb• 6IZy'gIZ.N STA° 144+47 75 d �� QQ�SI r ! t r r r r r r r r r r r r r ! I . e OS:-256.27 N / qj � �N c000 0 O C\/ cV IN „Div Sq47- q F� R� 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 RENEWS:12-31-2023 SEE SHEET 15 OF 28 OREGON DEPARTMENT OF TRANSPORTATION HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP US 97 and US 20 BEND NORTH CORRIDOR PROJECT °1,PAJ? '� THE DALLES CALIFORNIA HWY. AND MCKENZIE-BEND HWY. DESCHUTES COUNTY PUxT ODOT REGION 4 TECH CENTER 63055 N. HWY. 97 BLDG. M BEND, OR 97001 KEY NO. 21229 AUGUST, 2022 SCALE: 1 " = 50' SHEET 11 OF 28 21Go NW 1 /4 SECTION 16 T17S R12E WM 00 N 0 rn w w v) w W tA CA ono �► c m z + 0 No0 n O °n t�z.N'� � z Z N 3118 3104 FD. 1" AXLE CS02472 N: 220609.02 E: 249(0-68.62 3118 FD. 2-1/2" BRASS CAP HELD "BID 3 1976 LS 540" CS05241 N: 220608.89 E: 249954.18 STA: 0+33.98 OS: -30.00 o N o �? 3071 SEE SHEET 7 OF 28 ni?rV �?N + NMI- o �� G ko0y ca Co rn ? tv ID 3052 3p' Ap 305 3051 "N 2" E„N„ S- --`151''E )RB (N LOTS BLOCK 3 Q O I;b o O � 3071 FD. 1/2" IR. BENT OUT OF POSITION -, NOT HELD N: 220610.57 vi v.n E: 250015.84 °"- w STA: 0+38.90 OS: 31.40 � w 3070 FD.5/8" IR. BENT CS02471 a °o N: 220608.21 E: 250307.67 STA: 8081+31.91 OS: 50.09 North line of BID III held 3104 and record distance along quarter section line to East and West line of Nels Anderson 3070 O w P m + ,., +mZ++ w • � o cr o� = y kp = o "N2" a' z �? 22018'26"C.R. o R = 256.85' IJO To = 200 58, 18„ Ts = 47.54' "N-, _ lR = 196.85IRB 2900623"C.R. (TO = 21 °22'39")RB R = 196.85' (Ts = 37.16 )RB TA = 20°58' 15" Ts = 36.43' tR = 196.851RB (TA = 21024' 13")RB !Ts = 37.20'JRB 3053 HELD FOR 'ROBAL EAST" FD. 5/8" IR. w/YPC "HWA" CS19551 N: 220813.30 E: 249966.14 STA: 4+40.96 OS: -40.00 S 1304755" W BURLINGTON NORTHERN SANTA FE RAILWAY / 3061 _S8 / 3046 - 3063 FD. 5/8" IR. W/YPC 3048 _O "HWA" CS17294 FD. 5/8" IR. w/YPC N: 221407.67 'HWA CS17294 1 4 /3 E: 250214.83 N: 221263.88 / 1 � STA: 8+73.76 E: 250149.88 ' OS: -30.07 STA: 7+15.97 / 1 3061 OS: -29.98 / 050 FD. NAIL & WASHER "HWA" CS19551 ' /3049 0 / © N: 221213.03 `,�, E: 249962.20 O / 3063 / FD. 5/8" IR.w/YPC "HWA" CS19551 �o / N: 221395.79 ' E: 250044.84 3048 / N 24 N 24020,10, " 3047 f ��L s N24 52'D4"EJRB 6 CD ° j° E>RB w sOIV 3052 FD. 5/8" IR.w/YPC "HWA" CS19551 N: 220814.15 E: 249966.53 STA: 2+39.22 OS: -30.02 3051 FD. 5/8" IR.w/YPC "HWA" CS19551 N: 220821.53 E: 249966.91 STA: 2+45.84 OS: -30.22 3050 FD. 5/8"' IR.w/YPC "HWA" CS19551 N: 220903.32 E: 249986.76 STA: 3+21.40 OS: -30.25 3049 FD. Nail & Washer "HWA" CS19551 N: 220962.16 E: 250013.32 STA: 3+84.78 OS: -30.08 AD --�, 0 o,32 00 16 8 3047 FD. Nail & Washer "HWA" CS19551 N: 221334.02 E: 250181.47 STA: 7+92.89 O OS: -30.11 O 3068 FD. 5/8" IR. w/YPC "HWA" CS17294 g N: 221239.11 E: 250204.47 �° o STA: 7+15.89 OS: 29.96 3067 A � FD. 5/8" IR, w/YPC "HWA" CS17294 - N: 221382.96 E: 250269.47 STA: 8+73.73 OS: 29.90 L" 0 Ln 0 3069 3069 FD. 5/8" IR. CS08643, CS02471 N: 221134.15 E: 250436.49 STA: 8075+90.42 OS: 50.43 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR .01 OREGON � MAY 10, 2011 ROBERT 76 6URCHILL RENEWS: 12-31-2023 OUS COUNT V SURVEYO" ALED ,z zz zoz2 BY: �°!lins "aN2Ij ° 17 O7 6' 23 246.0 „ R 53079'18 T - ' 123 g9 TS "Ni' �. 3017,07 6.06. R11 1133 5504.10. Cb 46. .-)R B ,� tR 3029'S1T2 524.02R6 (T p T .. ► ( s 3046 tD [ION 00 N U_ 0 W W v) w w v) LEGEND ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE - - RAILROAD RIGHT -OF WAY ------------- EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE QUARTER SECTION LINE - SIXTEENTH LOT LINE O FOUND MONUMENT AS NOTED SET NETWORK CONTROL SW 1 /4 SECTION 16 T17S Rl 2E WM 00 N O W W W W LEGEND _ ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE - - RAILROAD RIGHT -OF WAY ------------- EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE QUARTER SECTION LINE - SIXTEENTH LOT LINE o FOUND MONUMENT AS NOTED e SET NETWORK CONTROL 3097 LOT 75 BLOCK 2 "E 21 g'g6 i 2 �nLj;,�33,,1 2" 21 g•03)R E (N 3097 FD. 5/8" IR. CS13055 N: 219518.86 E: 249663.46 LOT 16 BLOCK 2 z -a _1�,_� -k - ti =' 'w IS COUNTY WAVEW14 "E 115.20 .11 45 2 3092 001 4,x ER3098 So. 13) o� N�ai 1 14 (. o v 3092 O� o Curve data through this section is protracted per record CS 05241 L11 SEE SHEET 8 OF 28 3106 FD. 5/8" IR. w/YPC "HWA" CS16402 N: 220128.08 E: 249666.32 3093 FD. 1/2" IR. CS05241 N: 219932.90 E: 249665.26 J FD. 5/8" IR. CS02473 N: 219817.70 E: 249664.86 t 19�•' ' 5 . 01g'3gW ig5.26)R Ic 15117'V�/ (S 093 3098 ` FD. 5/8" IR. w/YPC "TES 1789" CS13335 LOT 18 N: 219737.58 E: 249664.49 9LOCK2 3112 FD. 7/16" Threaded Shaft NO RECORD CALLED OUT CS16402 N: 219803.02 E: 249905.44 c� 3106 3105 3103 FD. 1/2" IR. CS05241 N: 220413.95 E: 249667.63 3105 FD. 5/8" IR.W/YPC "TERRESCOPE INC." CS14042 N: 220392.19 E: 249666.96 LOT 1 BLOCK 4 3111 ,09 �- FD. 1 /2 IR. BENT CS05241 N: 219723.08 3109 w E: 249900.69 FD. 5/8"' IR. CS05241 N: 220098.21 3109 N E L S E: 249923.55 --�- 62)RS O R 1 1 3112 (N3°22'40"E 440. , O.Og (g0. D) ° ,2g«E 440.83 3111 8 N3 29 t -Y 3110 v,1oo 3110 FD. 5/8" IR. CS13403 ao w N: 219719.72 v E: 249960.55 `" °1- 0 ml"^ 3113 M , Ntt�,j FD. 5/81' IR. CS13403 ^�� N: 219711.98 v E: 250087.68 STA: 8090+54.74 ko Wit, OS: 49.96 tot 3113 ' 7 52. 48 (152. 48)R9 CURVE LENGTH RADIUS DEL TA CHORD C7 54.26 420.00 605510" N80028277 54.27 CI (RS) 54.25 420.00 7°24'01 " N8071 281E 54.21 - - - C2 68.68 420.00 9°21 '4" N88050'43 "E 68.63 O C2(RS) 68.30 420.00 9079'04" S88°4771 'W 68.23 O C3/C8 37.47 20.00 90,00,00" 00 C3/C8(R8) 31. 42 20.00 90000,00" 3114 �O 6 pNDER50N 3104 103` �29„E 195. 04 N0° I 7r29 E 2195.47)RS O NO a,1114 E 216.79)Ri (NO °11 .14 (NOI , t , i. LOT2 1 BLOCK 4 1 1 Z 3118 ool,a, FD. 2-1/2"' BRASS CAP 'BID 3 1976 LS 540"' CS05241 NIN N. 220608.89 o`t t E: 249954.18 14'v STA: 0+33.98 "'1:P' OS: -31.56 '1, Q 3104 �1 FD. 1" AXLE CS02472 �j N: 220609.02 E: 249668.62 t3108 t, FD. 1/2"' IR. CS05241 t N: 220397.37 1 E: 249941.32 1 4"E 21 I . go t N3°Z8 240„E 211.g51R8 3108 (N3 2 3107 1 ,1 311 t 3107 ' IR. CS12353 FD. 5/8' 1 N: 220418.86 E: 250002.46 1 Narrative: t '1 East and West lines of Nels Anderson 1 ' right of way held distance calls from t t 11 / 16th corner along North line of BID III �O ' and 60' offset from 3110. t � � o i 1 00 �Iv I �tM b %%% LOT 3 BLOCK 3rA 3114 of o O N� col°O cei' FD. 1 /2" IR. CS13403 N: 219860.08 3115 a1 E: 250123.98 -XI FD. 1/2"' IR. CS05241 IR. CS05241�1, STA: 8089+02.26 N• 219978.46 N: 220205.58 1 OS: 50.04 t E: 250153.31 E: 250208.99 ' 1 STA: 8087+80.30 STA: 8085+46.45 ' 127.95 (722. 04)R9 31151 OS: 49.78 233.85 (233.80)R8 0 S : 49.88 1, 3116 51304755'W (57304326 U9R8 S 13047'55" W BURL I NGTON NORTHERN SA NT A FE RAILWAY 0 Ln 0 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 tw LOTS LOT 4 j►mv BLOCK 3 ln BLOCK 3j w oot 3117 t, FD. 5/8" IR. w/YPC "HWA" CS12353t' N: 220403.06 1, E: 250257.36 l STA: 8083+43.13 1 OS: 50.01 ' 1 203.32 (203.31)R8 3117 00 N U_ O N H W !/1 W W RENEWS:12-31-2023 LEGEND SW 1 /4 SECTION 16 T175 R12E WM 3132 FD' 1/8„ IR. CS05234 No 218296, 65 E: 249175.18 3132 eje LOT 8 -� 'q/�/� BLOCK Z LOT 4 0 BLOCK 2 .6J 3138 FD. 5/8" IR. w/YPC WC 2' 3133 "BAXTER SURVEYING" CS17516 N: 218517.91 E: 249446.01 3133 _ ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE - - RAILROAD RIGHT -OF WAY ------------- EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE QUARTER SECTION LINE - SIXTEENTH LOT LINE O FOUND MONUMENT AS NOTED 0o FD. 5/8" IR.w/YPC 3138 "BAXTER SURVEYING" CS17516 � O N: 218488.75 � E: 249393.41 pA! ,,R1� Ln n W 1a°58 2�1 ui W LOT I BLOCK2 y 3139 137 FD. 5/8" IR. w/OPC "FRESHWATER SURVEYING LS2253" CS18703 N: 218297.72 Z Z E: 249678.49 °o v� 3140 FD. 5/8" IR. w/OPC "FRESHWATER SURVEYING LS2253" CS18703 cS� �► N: 218313.89 3136 .r E: 249620.05 FD. 5/8" IR. CS05234 a, m. N: 218498.78 E: 249727.67 3146 V � 3140w w FD. 1/2" IR. BENT CS05234 g N: 218329.69 -- ti ti -E: 249686.27 ti r 3135 FD. 5/8" IR. CS05234 313 N: 218523.29 .a E: 249709.02 n � S13'45'28W 174.08 3136 0 3139 3146 (S13'40'03'W 173. 69)R 13 S7.3=40'47'W 32.90 (S73'40'03"W 32.96)R75 m 0 0 SET NETWORK CONTROL SEE SHEET 9 OF 28 Z � °D 1� LOT 10 LOT 9 olW BLOCK 2 ,o BLOCK 2 �1 312 90.034)R? FD. 5/8" IR. NO RECORD �1 01'46 1 y 89• N: 218779.56 w' NN01051'12 E: 249476.68 3130 v , 3080 I I A 47("al .1 3128 , C% i' LOT 11 BLOCK 2 3127 tt � 0 3126 3124 �'� ,B�"F 3090 3125 D(s`�,?o,�, FD. 5/8" IR. w/YPC "HWA" CS16402 P .16 1 3129 �N ?��'� N: 219118.66 w P� "E 2�3 0)R7 F D. 5/8" IR. CS05234�� 9s�8 249661.52 1�' \ 11 3 3 I D rN �-s J,Q E . 40 o ,' 5 S010,40 1�p2"E 26 1` N: 218868.99 ''�j3p­ttpF�, - (5015 - E: 249473.92 `�F�,I�.�s 3089 1 3128 ! FD. 1/2" IR. CS05234 3120 1 N: 218935.02 ® _ �3090 n3123 FD. 5/8" IR. W/YPC "FAST PLS1938" CS05235 E: 249458.92 © /1 "' N: 218798.00 / �.1 3122 E: 249800.84 1� FD. 5/8"' IR. w/YPC p 3123 ILLEGIBLE CS05240 FD. 5/8 IR.w/ YPC TYE ENGINEERING CS18525 '�1w �_ N: 218959.61 ------------------- N: 218608.27 ti E: 249494.65 ..� Z E : 249542.19 CURVE RADIUS LENGTH DEL TA v --� (ti C7 20. 00 27. 52 78'25'59" v ll 3122 - `'' 3126 C7 (R7) 20. 00 27. 36 78023 29" � N FD. 5/8" IR.w/ YPC "TYE ENGINEERING" CS18525 .%106 10 � FD. 5/8" IR.w/ YPC C2 20.00 29.98 86`04'14" w - N: 218588.96 v TYE ENGINEERING CS18525E: �til CZ(R7) 20.00 30.02 8600034" 249561.42C3 � N: 218949.65 50.00 26.53 30'20'14" 3121 1 E: 249532.96 C3(R7) 50.00 26.43 30017'73" y o FD. 5/8" IR.w/YPC ILLEGIBLE CS05235 CS 18525 3124 C4 C4(R7) 50.00 50.00 63.97 63.31 7302742" 73°32'S2" N: 218582.54 FD. 5/$" IR. CS05235 CS 50.00 41.20 47'12'59" v E: 249731.67 j N: 218871.40 CS(R7) 50.00 4a72 46°3944" LOT 12 f E: 249533.80 C6 50.00 44.44 50"55'36" BLOCK 2 1 3125 C6(R7) 50.00 45.29 51 '53'36" 1 FD. 5/8" IR.w/ YPC C7 50.00 73.52 8474'53" 6 0, "TYE ENGINEERING" CS18525 C7(R7) 50.00 74.06 84057'59" 3121 ' N: 218892.65 CS 170.00 60.90 2003370" 1 E: 249549.07 C8(R74) 170.00 67.06 20'3448" 51304335V206.08 3120 C9 770.00 68.46 23104'29" (S73'40'03'W203.33) R13 C9(R74) 770.00 67.56 2204674" (S13044 `56'W 206.08)R7 c/o 2a 00 35.27 701 00529" N ELS AN DERSON RD C70(R73) 20.00 35.44 707"37'10" LOT 13 BLOCK 2 S 13047'55" W BURLINGTON NORTHERN SANTA FE RAILWAY Ul 0 ILD 0 50 25 0 50 FEET FPR EGISTERED OFESSIONAL D SURVEYOR OREGON MAY 10,2011 ROBERT A. CHURCHILL 77636 N0 E °50`l l lp - 20 ap VOL LOT 14 BLOCK 2 3080 FD. 5/8" IR. w/YPC "HWA" CS16402 N: 219075.50 099 E: 249289.37 STA: 119+19.74 OS:-479.31 1 1 1 1 1 3091 FD. 5/8" IR.W/YPC "KARL TLS" CS13055 N: 219319.04 E: 249664.45 3099 FD. 5/8" IR. w/YPC "TES 1789"' CS13335 N: 219087.75 E: 249394.72 i 3089 FD. 5/8" IR.w/ YPC "TYE ENGINEERING" CS18525 N: 219115.91 E: 249638.07 3091 1 1 1 1 1 1 1 1 dp� 3097 FD. 5/8" IR. CS13055 N: 219518.86 E: 249663.46 N 3097 155 19: � N0= 1, 1, ^I, � Iz � ,04 N 1`fl LOT 15 m1 = BLOCK � Iw oO't N� 1 3119 1 FD. 1/2" IR. CS05241 O i N: 219318.46 00 1 E: 249848.25 31191, N �D NETS Curve data through this section is protracted per record CS 05241 00 N U_ O M U4 W W V1 Ct) 2 1 0 RENEWS: 12-31-2023 00 N U- 0 uj LA 2 w w v) LEGEND - ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE - - RAILROAD RIGHT -OF WAY ------------- EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE QUARTER SECTION LINE - SIXTEENTH LOT LINE O FOUND MONUMENT AS NOTED A SET NETWORK CONTROL 1 1 1 1 1 1 1 1 1 1 3160 1 FD. 1 /2" IR. CS02653 j N: 217440.67 E: 249528.69 1 STA: 8113+93.83 1 OS: 51.09 -a--- 3160 SW 1 /4 SECTION 16 NW 1 /4 SECTION 21 T17S R12E WM DESCHUTES COUNT SURVEYOR FlLEp ,� zZ ZoZZ BY: CDLIls 3132 3132 FD. 5/8" IR. CS05234 eIQ N: 218296.65 �-'3131 LOTS E: 249175.18 4+40, BL OCK 2 3131 GO O FD. 1/2" IR. w/YPC "SCE&S" CS02450 N: 218306.45 x E: 249186.62 Q 3141 �. 1 Q FD. 5/8" IR. w/OPC "FRESHWATER SURVEYING LS2253" 1 CS18703 i tJ� � k N: 218316.62 LOT 4 (1 - ® E: 249479.74 BLOCK 3156 -.A slow j 3137 FD. 5/8" IR. W/ YPC 0000 Q 0 "ODOT RW" CS14588 2 FD. 5/8" IR.Af/YPC 'BAXTER SURVEYING" CS17516 N: 217742.51 N: 218329.49 "'� 1 E: 2 E: 249228.68 49496.41 � � 1 STA: 133+77.31 , OS:-148.33 1 3142 1/i FD. 5A" IR.w/YPC 'BAXTER SURVEYING" CS19479 LOT 6 �, 3149 i N: 218299.19 �- BLOCK 1 FD. 5/8" IR. w/YPC i� E: 249457.70 `'� ' "DEA INC." CS12603 i•� SEE SHEET 10 OF 28 �N: 217980.s7 �,�" 3147 •� �, E: 249354.15 FD. 1/2"' IR. CS05234 3156 'VF N: 218099.86 `•� E: 249511.62 '�• •�-s.�o��' o� 3143 3149 1 ,�- FD. 5/8 IR.w/YPC •� 'BAXTER SURVEYING" CS19479 •\ �i. st9�a,6' �lyJ R� / •� �� �, i N: 21814 2. 61 9-�6�J.p� ,,�V LOT 3 E: 249586.61 3142 ->6•p s 3150 •�� �'^► BLOCK2- FD. 1/2 3150 IR.w/YPC ILLEGIBLE CS08647 /p 3144 �-� 3141- N: 217904.51 /fit FD. 5/8 IR. CS05234 �- E: 249367.77 ti` N: 218250.22 gp� 3151 E: 249666.94-� °J, w 3137 3151 FD. 5/8" IR. CS05234 `9Fs 92 so $0'$oyl� rr% N: 217942.61 -Opp -oo got (�14�-��► E: 249400.02 CURVE RADIUS LENGTH DEL TA CI 170.00 138.05 46038 42 " . 314 7 CI (R 16) 170.00 138.03 4631 14 3140 C2 430.00 748.67 79'48'34" aoo LOT 2 C2(R13) 430.00 747.86 79'42'8" moo �, oo ��, BLOCK 2 C3 370.00 727.22 19042'OS" �l `r.�__ i cfl�, ao o " �_,,�z _,, .�, 314 5 ry C3(R13 370.00 727.23 19 47 08 ��,, r' FD. 5/8" IR. CS05234 �+- C4 230.00 188.00 46050'02,1 s, �'� ��N: 218235.97 0 C4(R 13) 230.00 186.75 46 31 14 �'�t 3143 E: 249725.52 -'� STA: 8105+74.54 3148 �� OS: 49.62 uuj j FD. 5/8" IR. CS05234 N: 218090.25 n tonE: 249615.13 S13040'19"W St.78 � w 3159 3148 ` (S13`40'03"W81.89) IS LA FD. 5/8" IR. CS02653 N: 217966.10 �� C� �'���,p, 3144 3146 E: 249656.49 SW STA: 8108+53.08 ALLEY CANAL OS: 52.29 N73.4074 T 540.75 (N13-39'50"E54a84)R17 3159 --'` 3145 cn i o S 13047'55" W BURL I NGTON NORTHERN SANT A FE RAILWAY Ln o O �-, 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10,2011 ROBERT A. CHURCHILL 77636 RENEWS: 12-31-2023 I NE 1 /4 SECTION 17 T17S Rl 2E WM co N 0 0- W W - V) W W to LEGEND _ ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE - - RAILROAD RIGHT -OF WAY ------------- EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE QUARTER SECTION LINE - SIXTEENTH LOT LINE 0 FOUND MONUMENT AS NOTED SET NETWORK CONTROL S 24059143" E (S2402910811E)RG S 2405914311 E •ood 01.01�+o 0 zt; �, A). O O 00 O �6%xOs, Narrative: �6'x Robai Road per the monuments set in CS 14588 to Hunnell Rd. East of Hunnell, per CS 17339 and CS12500 �1 0 0 ti0 CS SEE SHEET 28 OF 28 0+01.95 P.I. "ROBAL " 34+50.43 P.I. "US 2 -. N. 221234.309 z E.247537.282 o CT) � o ~' N cn O a N nl IV N N O e N O N 810 j �_ O tp - - 149 O +� +1 r` ci N o m • + 901 FD. 112" IR. N: 221416.87 E: 247393.88 STA: 232+20.82 OS: 52.81 ;-I US20o BEND- MCKENZI E HIGHWAY S 24059'5 7" E (S250041E)RF ON N 150 149 FD. 5/8"' IR. W/ YPC "ODOT RW" FD. 5/8" IR. W/ YPC "ODOT RW" N: 221345.20 N: 221330.77 E: 247779.06 E: 247630.08 STA: 2+49.99 STA: 233+98.68 OS: -55.01 OS:-124.87 151 FD. 5/8" IR. W/ YPC "ODOT RW" 810 N: 221315.12 FD. PK Noil in Concrete E: 247881.13 N: 221303.70 STA: 3+50.04 E: 247604.33 OS: -40.02 STA: 234+12.33 OS: -90.09 152 FD. 5/8" IR. W/ YPC "ODOT RW" N: 221359.30 E• 247830 33 50 25 0 50 STA: 2+92.53 OS: -75.03 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10,2011 ROBERT A. CHURCHILL 77636 RENEWS:12-31-2023 9 811 FD. 1/2" IR. N: 221747.99 E: 247361.59 STA: 229+07.08 OS: -57.85 flo � o �o H w W LA w L.LL.I 2000 A / 1 f 4ll;� 2000 FD. 1/2 [R. N: 221921.02 E: 247283.10 STA: 227+17.09 f OS: -59.84 I SE 1 /4 SECTION 17 AND NE 1 /4 SECTION 17 T17S R12E WM 81 SET 1 1/8" COPPER PLUG "ODOT CONTROL" N: 219887.49 E: 248073.37 STA: 248+97.63 OS: 83.31 US20. BEND- McKENZI E HIGHWAY S 24059157" E S 24059143" E (S25004'E)RF (S24029108"E)RG Ln N' � N N 82 SET 1 1 /8" COPPER PL "ODOT CONTROL" N: 220551.01 E: 247732.69 STA: 241+52.30 OS. 111.67 a 82 W Q_ 0 z W 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 RENEWS: 12-31-2023 LEGEND ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE - - RAILROAD RIGHT -OF QUAY EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE - - - - - - - SUBDIVISION LOT LINE SECTION LINE - - QUARTER SECTION LINE — SIXTEENTH LOT LINE o FOUND MONUMENT AS NOTED SET NETWORK CONTROL mSCHum Coun SuRvewye" FILED 00 N u- O N 2 1 0 c C. SE 1 /4 SECTION 17 SW 1 /4 SECTION 16 Tl 7S Ill 2E WM 3273 FD. 1/2" IR. NO RECOR N: 219289.55 E: 248337.64 STA: 255+61.05 OS: 81.70 3272 FD. 3/4" IP. N: 219289- 62 E: 248347.07 STA: 255+64.10 OS: 72.73 3271 FD. 3/4" IP. / N: 219288.82 E: 248350.95 STA: 255+66.17 / OS: 69.30 / JAMISON -- ST_ c* N W 0 O N W W W W Ln 00 r LEGEND 0 ACCESS CONTROL AND r" RIGHT—OF—WAY LINE W loll.01 w STREET RIGHT—OF—WAY L PROPERTY LINE W — — RAILROAD RIGHT —OF WAY LA ------------- EXISTING EASEMENT / HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE — QUARTER SECTION LINE — — SIXTEENTH LOT LINE FOUND MONUMENT O AS NOTED SET NETWORK CONTROL 3274 FD. 5/8" IR. w/ YPC "ODOT TRAY" N: 219405.83 E: 248344.06 STA: 254+50.82 OS: 35.71 SCHLMES COUNTY SURVEYOR { FILED Iz zzZaBy* cdIli 00 tV I.L. 0 00 W W L/1 uj ui to 2 D' SHEET 19 OF 28 BEND, OR 97001 KEY NO. 21229 I NE 1 /4 SECTION 20 NW 1 /4 SECTION 21 T17S R12E WM I CO J SURVEY �w a[fit)SFiLEDi2Z2zo?� �sY: TA MP -85-9 �--� PARCEL 2 MP -85-9 PARCEL 1 cool - MP -87-23 _ _ _ - . . ............ . . ...... PARCEL 2 JAMISON ST. 00 N s 1 --------------------- we" N -'w W W N W so z PARCEL B +;N ppN © w / • X O Y� 5� �O 3257 FD. 3/4" IP. DISTURBED CS08615, CS0637 N: 217196.29 E: 248456.61 ------------- tX15IINti tANtMtN HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE QUARTER SECTION LINE — SIXTEENTH LOT LINE O FOUND MONUMENT AS NOTED 10001111� -Z' .. ffinmr.�m 53 FD 2" DISK WITH CENTER PUNCH NO OTHER MARKINGS. IN MON BOX OCRR 1054 N. 217967.68 E. 248341.68 STA. 725+58.55 OS. LEFT 19.92 04 ,, 104.20" C. R, BUS�N�ss o0 (A 1555.05 O 14°41 �02.&6" N 200•37 40°0"°°""� R �RF �— W ``' LA (201.31)f, F W W tA SEE SHEET 10 OF 28 C- 0 SET NETWORK CONTROL RENEWS:12-31-2023 Narrative: ' "Empire West" held 1064 for offset per CS 15496. "Empire East" center line was resolved by holding point 1004 and 1006 for 40' offset per CS 17703. Then extended by , record to the East per 1 A-22-17. OREGON DO-T. VOLUME 318 PAGE 936 4�0 � Iwo � O �� MP -87-23 � PARCEL 2 P 93 OS+ L S� N. 2486�729.6J9.5 57 'v'8f' R97 ST'00 5sSjNSUAESs.I 06 E Bsj 68 , 2� -�88.8� ''E�IP cG' N• lee �'28 "'U•,S E 1'j'EST � 1064 MP - 80 -13 E. 24,8 97 49 MESS 2 PARCEL 42'�8r' , OS 1063 FD. 5/8 "IR. WITH YPC "SCEs" CS02589 N. 216674.97 E. 247945.95 STA. 'N97' 739+08.67 OFF. 49.99 MP-80-13 PARCEL 3 1°63 1064 FD. 5/81R. WITH YPC "WH PACIFIC" CS15496 N. 216770.35 E. 247969.82 STA. 'N97' 738+10.35 OFF. 50.00 MP -88-12 PARCEL 8 ' OS 1005 okz NE 1 /4 SECTION 20 NW 1 /4 SECTION 21 T175 R12E WM SEE SHEET 21 OF 28 0 S700 1004 0 14PI 1004 - HELD - kcA o FD. 5/8" IR. CS17703 HELD FOR 40' OS. EMPIRE o N. 216733.51 y E. 248094.27 STA. 'EMPIRE' 0+79.62 y OFF. RIGHT 40.00' TRACT 16 NORWOOD 1 j� 30' ACCESS EASEMENT VOL. 176, PG. 52 DEED RECORDS 1005 FD. 5/8" IR. WITH YPC "SCES" CS17703 c ; N. 216580.61 E. 248025.06 STA. 'N97' 739+80.99 OFF. LEFT 49.66 139 1 1/8" Copper Plug "ODOT 139" N. 216527.77 E. 248006.26 STA. 740+36.81 OFF. LEFT 44.26 TRACT 16 NORWOOD Z to m G 0 z r OP` tg_ 0 -60, Z DEDIC4 T ED R1OHT o OF -__ 827 W4Y 1003 FD. 5/8"I13. WITH YPC "SCES" CS17703 HELD FOR 40' OFFSET EMPIRE AVE. N. 216687.51 1006 i E. 248278.55 STA. 'EMPIRE EAST' 2+69.56 OS. 40.09' 1006 - HELD i FD. 5/8"IR. WITH YPC "SCES" CS16135 HELD FOR 40' OFFSET EMPIRE AVE. N. 216625.02 E. 248529.75 STA. 'EMPIRE EAST' 5+28.41 w OS. 40.00 ,v o O~ 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 rCOUNTY Su&vEychik /Z 2 Y" r"o LEGEND _ ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE - - RAILROAD RIGHT -OF WAY ------------- EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE QUARTER SECTION LINE - SIXTEENTH LOT LINE O FOUND MONUMENT AS NOTED SET NETWORK CONTROL Ch 0 , -'EtilPf q 4°'-C•z . EASTAe •4► R _ 60, ' TS : 627 4-- �O ti 93 + (50 4 ; 00- 0p'-C L .ARE ;y ' 26'4T'-�,QE ., Q CTIITS .S-3')RE' w 00 60, o -4 o _ -►� O + o co Aj 3232 Ln yak CD .� + rn 0 ^i 3232 FD. 5/8" IR. w/ YPC "HWA" CS14124 .v Z Ne 216581.82 v Ee 248758.51 O y STA: 7+57.04 OS: 40.07 O co _ + _00 1-0 cV �v 0 H w w w w OREGON DEPARTMENT OF TRANSPORTATION HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP US 97 and US 20 BEND NORTH CORRIDOR PROJECT °`PARTS THE DALLES CALIFORNIA HWY. AND MCKENZIE-BEND HWY. DESCHUTES COUNTY f'OKZ RENEWS: 12-31-2023 ODOT REGION 4 TECH CENTER AUGUST, 2022 63055 N. HWY. 97 BLDG. M SCALE: 1 " = 50' BEND, OR 97001 KEY NO. 21229 SHEET 22 OF 28 SW 1 /4 SECTION 9 NW 1 /4 SECTION 16 T175 R12E WM F : 1 °05'05.62 "C.R. C� cl- Q. 5281.23 00 1 °01 '25.00" cq 47.18 N �ti ti Cl M Ui N U1 F= N � N N N zW 1 °05'06.12"C.R. 5280.55 (3 0038159.0011 a- 29.94 INa co z CD 3O'- 30' m rn r 00 2 3203 00 0 S 87021'15" W 1;T5 8703310811 W 5083 , 3183 3184 5083 FD. 1 1/8"" COPPER PLUG "ODOT CONTROL" N: 223218.32 N o E: 249627.20 4 ao � ti QL a; Q6STA: 10+02.13 N 0 kD Ln� OS: -48.20 N oaNq- 0>NN LU N + N N + 0)ZW %-4 V-4zW 3183 FD. 5/8" IR. W/YPC "HWA" CS14925 N: 223209.57 E: 249450.33 STA: 11+78.66 OS: -A9.12 3184 FD. 5/8" IR. W/YPC "HWA" CS14925 N: 223211.80 E: 249510.36 STA: 11+19.14 OS: -49.32 LEGEND ACCESS CONTROL AND RIGHT-OF-WAY LINE < STREET RIGHT-OF-W� PROPERTY LINE -- RAILROAD RIG T�AY ----------- EXISTING E�T HIGHWAY RECOVE ENTER LINE RAIL ECOVERED C (NE ------ ISION LOT LINE SE ION LINE - QUARTER SECTION LINE --- SIXTEENTH LOT LINE o FOUND MONUMENT AS NOTED AL SET NETWORK CONTROL W is 0 Q: � t,nNcV ��Lo + °I -'3204 1 N N z tU 6 Ln S 88°35 `09" W S 88035'55" W 3219 I. o I- Q: <D 4`�a�oQ 1D05'07" c.L. Nca N �I O R = 5280.00' `6 ,6 N �I , N N „ TA = 1 °02'02 N N `� d a) Ts = 47.64" I I I 1 3203 HELD FOR HUNNELL ' FD. 5/8"' IR. W/YPC "HWA" CS15015 N: 223336.12 E: 249704.16 I STA: 0+67.33 ' OS. 30.00 ' 3204 1 FD. 5/8" IR. CS15015 N: 223320.72 ' E: 249720.13 STA: 9+04.91 I OS: 50.04 3205 FD. 5/8" IR. W/YPC "HWA" CS15015 N: 223323.13 1 E: 249798.82 ' STA: 8+26.92 OS: 49.94 3206 FD. 5/8" IR. W/YPC "HWA" CS15015 N: 223325.16 E: 249880.54 STA: 7+45.19 OS: 49.96 3219 FD. 5/8" IR. W/ YPC "HWA" CS18484 N: 223224.71 E: 249861.48 STA: 7+66.71 OS: -50.00 3207 S 88°46123" W COOL EY ROAD 8� six 6-9 Ln 3220 7 3221 I 3221 ' N FD. 5/8" IR. W/ YPC ILLEGIBLE CS18484 • d- I O N: 223231.93 , u? Ln, o E: 250161.38 1 Cl-�j O STA:4+66.55 - j N OS. 49 56 ' O N'dl11 LO N N' 3220 I + l d FD. 5/8"' IR. W/ YPC "HWA" CS18484 j N: 223227.56 j E: 249977.74 I STA: 6+50.26 OS: -50.00 �8 3207 FD. 5/8" IR. W/YPC "HWA" CS15015 8!•; �p� N: 223331.61 E: 250150.16 STA: 4+75.64 OS: 50.34 I !8.6 j 6Z I 3208 FD. 5/8" IR. W/YPC "HWA" CS13561 I N: 223311.31 I E: 250135.89 ' 1 STA: 4+90.35 ' I OS: 30.34 I I ' 3210 ' I FD. 5/8" IR. W/YPC ILLEGIBLE CS16343 ' N: 223312.85 j E: 250244.50 STA: 3+81.73 ' I OS: 29.57 ' 3209 FD. 5/8" IR. W/YPC ILLEGIBLE CS16343 j N: 223311.34 E: 250244.63 bl•!'! f� STA: 3+81.63 / �9 OS: 28.05 ------ ---------------I i i r 0 � 3211 FD. 5/8" IR. W/YPC ILLEGIBLE CS16343 N: 223316.34 .55 I � -SF•��� STA50+38.63 ' OS: 29.97 6! •�0* a19 � � 3212 FD. BRASS NAIL W/ WASHER TETSUKA ASSOC. CS16343 !b•e 9,big N: 223313.91 1 ' - -� E: 250388.62 I STA: 2+37.61 '66• OS: 27.54 l6! "Cooley West" was resolved by holding the pins set on the North RW per CS02270, CS02307 and CS12108. The tangent extending East from 6001 was set by calculating the bearing difference between our measured and record (CS12108) positions of 6000 and 2053. There are different curve values throughout the curve and the record radii were held between the pins. The tangent East of 6004 was held I - - - - tangent to the curve to the West at record j distance then offset 80' for the RW width. Center line West Cooley alignment is a best fit of the found monuments along Cooley Rd. Curve data was adjusted to fit the monuments and to resolve the non-tanget curves. 1 I SEE SHEET 6 OF 28 ?1n 3209 SECTION 9 SECTION 16 2005-10502 C516539 \�Q �O QV CJ 321 3211 1 - N 50 25 0 50 - rFEETOREGONDEPARTMENT OF TRANSPORTATION REGISTERED PROFESSIONAL HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP LAND SURVEYOR US 97 and US 20 BEND NORTH CORRIDOR PROJECT 00 N U- O Ln W Ln W W kn THE DALLES CALIFORNIA HWY. OREGON AND MtKENZIE-BEND HWY. MAY 10, 2011 ��9 °� DESCHUTES COUNTY ROBERT A. CHURCHILL 1SyoKz 77636 RENEWS: 12-31-2023 ODOT REGION 4 TECH CENTER AUGUST, 2022 63055 N. HWY. 97 BLDG. M SCALE: 1" = 50' BEND, OR 97001 KEY NO. 21229 SHEET 23 OF 28 SW 1 /4 SECTION 9 NW 1 /4 SECTION 16 T175 Ill 2E WM 0o w O Ln W W W W ILA 3218 3172 FD.5/8" IR. CS02307 FD. 5/8" IR.W/ BROKEN YPC N: 223291.21 N: 223241.71 E: 248755.40 E: 248784.62 STA: 18+70.43 STA: 18+42.91 OS: 48.41 OS: -2.05 ,,; N N � tp �f- _ _ `:rnp N Ln o NFD. 3168 3-1/4" BRASS CAP "DCSO LS1081" 3217 FD.5/8" IR. CS02307 ��a� � N 03 Wj C6 d- OCRR 1112 N: 223292.53 N N N �p N o p N: 223251.09 E: 248815.34 + N N �- te) �. E: 248352.11 STA: 18+10.48 •-. z W + �+., N N STA: 22+75.10 OS: 47.69 N N W OS: 20.67 Q r- Q N 3218 3217 t7l 3168 S 88° 19' 19S 88°43'26" W S 8800112611W 3169 3170 3169 - ALUM CAP FD. 2 O "JOHN THOMPSON & ASS." NO RECORD N: 223180.41 Q, E: 248352.25 o STA: 22+76.89 NOS: -49.99 LOnCO it N + N NZW I d LEGEND ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE -- RAILROAD RIGHT -OF WAY ------------ EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE - SUBDIVISION LOT LINE SECTION LINE - QUARTER SECTION LINE ----- SIXTEENTH LOT LINE o FOUND MONUMENT AS I�J� NOTED O� A SET NETWORK CONTRO S 88°03.22" W 3172 I I ' 76 --------I------- 3181 cv 3171 1 3180 3182 I LO I N FD 05/8" IR. W/YPC "HWA" CS14925 �-; N LO '�' ;'' ! Q) I 4r ct- N • N: 223183.25 E: 248479.92 4 p cq � 0 o ! Ln n Q t� � Ln o "" 1 03 54 C.L. 3171 N � ��� " � � �� i cnNb N o R 5380.21 FD. 5/8" IR. W/YPC "HWA" CS14925 + NN Q + cv N ,� � _ TD - 1 1013 �� � N: 223192.04 ao • "' z W �' .Q w W ~1 Ts = 54.95' E• 248734 63 • I I 76 STA: 18+94.58 I FD 1 1/8" COPPER PLUG "ODOT CONTROL" OS: -50.00 I I N: 223195.05 E: 248830.51 ! i STA: 17+98.62 OS: 50.25 S 89°09122" W I-, ~" N- Ln " •`rN 00 Ln Ln q- n N --" O N N �ZW d N Ln 3182 FD. 5/8" IR. W/YPC "HWA" CS1 N: 223198.44 E: 248955.10 STA: 16+73.03 OS: -50.00 3180 FD. 5/8" IR. CS14925 N: 223195.43 E: 248834.67 STA: 17+94.45 OS: -50.00 3181 FD. 5/8" IR. W/YPC "HWA" CS1 N: 223195.70 E: 248846.27 STA: 17+82.92 OS__50.02 ------------------ 50 25 0 50 FEET f REGISTERED PROFESSIONAL �------------------ LAND SURVEYOR I } } OREGON } MAY 10,2011 , } ROBERT A. CHURCHILL } 77636 , RENEWS: 12-31-2023 1 SECTION 9 SECTION 16 S 8805814311 W COOL EY ROAD m LEGEND SE 1 /4 SECTION 9 T17S R12E NE 1 /4 SECTION 16 T17S Rl 2E WM W N U- 0 Ln W w cn W tA _ ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE - - RAILROAD RIGHT -OF WA ------------- EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LINI RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE - QUARTER SECTION LINE - SIXTEENTH LOT LINE O FOUND MONUMENT AS NOTED SET NETWORK CONTROL SECTION 9 SECTION 16 / / COUNTY SURVEYOR 3006 3006 (A a I FD. 1/2" IR.CS07658 0L I N: 223659.80 - � I E: 251587.08 fv� 3005 FD. 5/8" IR. CS07658 1 N: 223586.16 3005 5 j E: 251594.73 <p , v- _ <t t I c� FL I NTL OCK COURT d r-riz� N � � o 1 I 60, I , y 60, n.s COOL EY N 89058'30" E 3012 FD. 1 /21' IR. CSO7658 N: 223251.23 E: 251297.84 STA: 6+71.06 OS: 40.53 3013 / �•� 3013 FD. 5/8" IR.BENT C507658 N: 223012.93 N E: 25i311.28 V OS: 51.08 3015 FD. 5/8"' IR.w/RPC "W&HP CONTROL" N: 223272.70 E: 251649.48 STA: 10+22.70 OS: 19.21 3002 FD. 5/8" IR. W/RPC "VERTICAL SURVEYING INC" CS17491 N: 223250.96 E: 251665 81 F �v 3003 FD. 5/8" IR. w/ RPC "VERTICAL SURVEYING INC. "CS17491 G� N: 223240.61 p v E: 251944.55 STA: 13+17.76 Q OS: 51.43 <4� STA: 10+39.02 50 25 0 50 OS: 40.96 FED. 3004 FD.5/8" IR.w/YPC "HWA" CS16224 N: 223250.53 E: 251944.58 STA: 13+17.79 OS: 41.51 3016 FD. 5/8" IR.CS16224 N: 223240.32 E: 252004.63 STA: 13+77.83 OS: 51.75 RENEWS: 12-31-2023 10 aa� >2�- SE 1 /4 SECTION 8 NE 1 /4 SECTION 17 Tl 7S R12E WM jr#jfZA SECTION 8 SECTION 17 678 FD. 112" IR. W/ PLASTIC CAP 'BCE TRA N: 223575.45 E: 246417.59 STA: 208+51.89 OS: 25.41 2003 FD. 5/8" IR. RPC "S&S SURVEYING"' N: 223415.82 E: 246443.03 STA: 210+07.31 OS. 69.81 N 8905911711 W COOL EY ROAD 2.1� r\\e, 20040 10, .:�L 0 rn 20050 DESCH AUNTY SURVEY014 All offsets and chainage shown !Z 2 BY: � for the the Bend -McKenzie Hwy. mom are per the "US 20" center line. 2•� , ��c,9 ZZ •N ,��C9 ZZ•N ZL9•�Cvv �3d oti2 oti2 019 1 CO �2 0 g�gti�ti,2 O*0 0• d 00 c� o o 'C L Dedication per 2018=48032-----------------------.6`XZ�Z 2002 � �t 2053 FD. 5/8" IR. 1 112" A.C. "ODOT 1995" N: 223301.17 E: 246712.43 STA: 212+25.07 OS:-125.90 6001 FD. 5/8" IR. CS12108 N: 223297.88 E: 247031.52 STA: 36+22.71 OS: 40.00 6000 FD. 5/8" IR. CS12108 N: 223301.01 E: 246971.67 STA: 36+89.48 OS: 49.63 2053 x1\11 6000 --- 'g--------- 1 O' Dedication 2018-36204 511 o rn 0 054 OZ����2 a COOL EY LOAD �Oj rn 2054 HELD CS 12250 O 2� FD. 5/8" IR. 1 112"' A.C. "ODOT 1995" N° 223232 86 1004 2002 2005 ` FD. 3-1/4" AL. DISK Per OCRR 2007 FD. 1/2" IR. FD. 5/8"' IR. N: 223251.64 N: 223220.70 N: 223228.56 E: 245710.82 ~6 E: 246530.12 E: 246523.15 CL ��. �t' Lr) STA: 212+20.96 OS: 73.34 STA: 212+10.89 OS: 76.34 ".4 ".4 d N � O cV + cv N . • N- Z W LEGEND _ ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE - - RAILROAD RIGHT -OF WAY ------------- EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE QUARTER SECTION LINE - SIXTEENTH LOT LINE 0 FOUND MONUMENT AS NOTED i SET NETWORK CONTROL Narrative: "US 20" tangent held 2054 and 2052 for 125' offset per CS 12250. All right of way widths shown for this section relate to "US 20". "1 A-22-15" center line shown per CS 11848. This Is a construction center line that was monumented in CS 11848 and is offset 15' northeasterly of the right of way centerline. �p 0 1005 p 1005 FD. 112" IR. PER CS02503 N: 223018.66 E: 246621.19 STA: 214+42.56 E: 246743.29 STA: 213+00.02 OS:-125.00 - 683 \ 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10,2011 ROBERT A. CHURCHILL 77636 � RENEWS: 12-31-2023 683 FD 112"' I.R. N: 222976.94 E: 246790.17 STA: 215+51.78 OS: -59.33 D NNrn OtV. 0 N .m S 0°01`01" W o 0 6.51 u�1 r- n u i% ,N 00 N O Ln N W W Ul W W V9 V 1 4 SEE SHEET 16 OF 28 NE 1 /4 SECTION 17 NW 1 /4 SECTION 16 T175 Rl 2E WM Qn ca N 0 n W w Ln w w t4 CA O 0 O 142 m 0 0 0 m 142 FD. 5/8" IR. W/ YPC "ODOT RW" N: 221304.43 E: 248062.02 STA: 5+30.15 OS: -59.91 141 HELD PER CS 14588 FD. 5/8" IR. W/ YPC "ODOT RW" N: 221277.99 E: 248128.37 STA: 6+00.00 OS: -45.00 143 FD. 1/2" IR. W YPC "BCE TRAV POINT" N: 221266.75 E: 248095.85 STA: 5+69.84 OS: -28.45 0143 O tr Ut � 00 cn d� 0 0 Ln 0 d 0 Ln m O 0 0 LEGEND _ ACCESS CONTROL AND RIGHT-OF-WAY LINE STREET RIGHT-OF-WAY PROPERTY LINE - - RAILROAD RIGHT -OF WAY ------------- EXISTING EASEMENT HIGHWAY/STREET RECOVERED CENTER LINE RAILROAD RECOVERED CENTER LINE ------------ SUBDIVISION LOT LINE SECTION LINE QUARTER SECTION LINE — SIXTEENTH LOT LINE 0 FOUND MONUMENT AS NOTED j SET NETWORK CONTROL 138 138 HELD PER CS 14588 FD. 5/8" IR. W/ YPC "ODOT RW" N: 221239.80 E: 248352.22 STA: 8+27.09 OS: -45.00 co N s cn L S 80019'0 7" E ROB14 L R014 D Ln 0 251 14000 w N co 140 FD. RR. SPIKE W/ PUNCH MARK N: 221143.27 E: 248352.18 STA: 8+43.28 0S: 50.17 ti N rn 0 to b W O Ln Ln lC)� z ni D Do W + rn o Lyl Ln 0LNL,A • r CHUTE COUNT'`SURVEYOR \\ \ FILED \i + LAJ ­j N .4 %O- c0 3267 i 50 25 0 50 FEET REGISTERED PROFESSIONAL N LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 RENEWS:12-31-2023 tit W 00 3267 FD. 5/8" IR. CS12500 N: 221169.83 E: 248877.31 STA: 13+70.26 OS: -50.00 S 81 °19'18" E ti Ln 0 Ln 0 00 N U- O N W w 2 v) w W vi