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Survey 21202
LEGEND BASIS OF BEARINGS Now �" 0 CONTROL BEARINGS, DISTANCES AND COORDINATES ARE GRID VALUES BASED ON THE CENTRAL OREGON COORDINATE ALL DISTANCES AND BEARINGS SHOWN HEREON ARE PROJECTED (GRID) VALUES BASED UPON THE PRECEDING �,. SYSTEM (COCS) (R2). THE BASIS OF BEARINGS FOR THIS SURVEY IS DEFINED AS FOLLOWS: PROJECT DEFINITION. THE BASIS OF BEARINGS IS GEODETIC NORTH. NOTE THAT THE GRID BEARINGS SHOWN moQma 114 SECTION CORNER HEREON (OR IMPLIED BY GRID COORDINATES) DO NOT EQUAL GEODETIC BEARINGS DUE TO MERIDIAN LINEAR UNIT: INTERNATIONAL FOOT (ift) ELLIPSOIDAL DATUM (AND REALIZATION): 1) CONVERGENCE. + SECTION CORNER PROJECTION: TRANSVERSE MERCATOR TRANSVERSE PROJECT CONTROL WAS ESTABLISHED WITH GNSS REAL TIME KINEMATIC RTK) OBSERVATIONS USING CORRECTORS ( 1 ......... ......... h ........ ....... ......... 1 ......... I ......... LATITUDE OF GRID ORIGIN: 43°00'00" N BROADCAST FROM THE ODOT OREGON REALTIME GNSS NETWORK (ORGN) AND THE DESCHUTES COUNTY 0 400 800 LONGITUDE OF CENTRAL MERIDIAN: 121 °17'00' W SURVEYOR'S OFFICE DESCHUTES 13 TRANSFORMATION FOR THE CENTRAL OREGON COORDINATE SYSTEM. SEE THE SCALE: 1 " = 400' SURVEYED LINE NORTHING AT GRID ORIGIN: 0.000 ift DESCHUTES COUNTY SURVEYOR'S WEBSITE FOR FURTHER INFORMATION ON THE DESCHUTES 13 TRANSFORMATION. FASTING AT CENTRAL MERIDIAN: 3,300,000.000 ift - - APPROXIMATE TAX LOT LINE OR R/W LINE SCALE FACTOR ON CENTRAL MERIDIAN: 1.00016 (EXACT) 104001 (DETAIL A) -BEGIN: 0+00.00 I ( I II SEC. 25 o� i I I �o Na0'55'42"W 2643.51' (1112) N00V4'54"E 2643.53' Op`L '\OT SEC 30 SEC. 24 O°It °ry RANGE 10 E ^' OVERDALE 1 101827 (DETAIL B) RANGE 11 E `-PI: 26+43.53 SEC. 19 ca '01, Ti T , 24 1 19 R m (C-DR 25 3a E2010 DER LS2390xF DETAIL B (101827) DETAIL A (104001) II I .2v! N00'51'38"W 2666.03' (R11)ory N00'08'42"E 2666.01' p1? ♦ . I N005230W 2664.94' (R3) �-- � NOO'08'23'I 2664.84' 101828 F �100000Izx F (DETAIL C) I PI: 53+09. 54 z D m s CMGti�R11E���'pF DETAIL C (101828) NARRATIVE II�� SEC. 24 SEC. 13 ,moo O 104004 (DETAIL D) �p 04 ° SEC. 19 SEC. 18 I T �o64-�R11E����'o DETAIL D (104004) PURPOSE: THE PURPOSE OF THIS SURVEY IS TO BRING MONUMENTS TO RECORD THAT WERE RESET AFTER THE PAVING OF CLOVERDALE ROAD IN 2009 BY THE DESCHUTES COUNTY ROAD DEPARTMENT. FOR REASONS UNKNOWN, NO SURVEY WAS EVER FILED WITH THE DESCHUTES COUNTY SURVEYOR'S OFFICE FOR MONUMENT TABLE - CONTROL - SECTION LINE ALIGNMENT THE RESET MONUMENTS. THE FIELD NOTES WERE SPARSE AND THERE WAS NO DRAFT SURVEY IN PROGRESS SO WE OPTED TO RETIE ALL OF THE TYPICAL MARKINGS OF FOUND "RESET" MONUMENTS: MONUMENTS TO CONFIRM THEIR POSITIONS. WE RECOVERED AND TIED A CONTROL NETWORK OF 60D SPIKES AND SEVERAL RESET MONUMENTS THAT WERE POINT# NORTHING EASTING STATION OFFSET MONUMENT DESCRIPTION REFERENCE SET CIRCA 2009. SEE DESCHUTES COUNTY ROAD DEPARTMENT (DCRD) FIELD BOOK 240, PAGES 21-33 FOR DOCUMENTATION OF THE 2009 WORK ALL WORK :.. .......... ..:. .... ........................... .... ...............:.................................................................. CONDUCTED FOR THIS SURVEY IS DOCUMENTED IN DCRD FILED BOOK 243, PAGES 75-80 AND DCRD FIELD BOOK 244, PAGES 30-33. . : . . 100000 458,575.99 3,250,333.20 62+49.26 25.51 R = FOUND 60D SPIKE DCRD BK. 240, PGS. 21-43 i YF2 G ..............:.......................:..........................:....................:.................:................................................................................................................................. THIS C FOR A CONVENIENT WAY TO REFERENCE THE RECOVERED MONUMENTS AND CONTROL AN ALIGNMENT WAS PLACED ALONG THE SECTION LINES NOTE :THIS ; 452,218.61 3,250,290.24 --- --- :FOUND 60D SPIKE, DOWN 0.2 FT. " � o Z ALIGNMENT DOES NOT REPRESENT THE RETRACED CENTERLINE OF CLOVERDALE ROAD. THIS SURVEY IS NOT MEANT TO BE A RETRACEMENT OF THE :........ ............... :.......................... .................... ................. :................................................................. :.................................................................. CENTERLINE OR THE RIGHT-OF-WAY OF CLOVERDALE ROAD, BUT IS MEANT TO DOCUMENT THE POSITION OF THE CORNERS RESET BY THE DESCHUTES z L 101001 453,512.21 3,250.261.21 11+85.35 35.36 L FOUND 60D SPIKE, DOWN 0.2 FT. " S�(S 239G�-�� COUNTY ROAD DEPARTMENT CIRCA 2009. ................ ..................... ........................ .................. .........I..... p O� 101010 ; 460,892.66 3,250,311.02 --- --- FOUND 60D SPIKE, DOWN 0.3 FT. 2" ALUMINUM TAX LOT LINES AND R/W LINES SHOWN ARE APPROXIMATE AND ARE SHOWN FOR REFERENCE ONLY. .. ............:..........................:............ .. .:. STANDARD 101011 459.808.36 3.250,288.73 ' 74+81.51 21.97 L ; FOUND 60D SPIKE, DOWN 1.0 FT. SURVEY CAP ON #•5 REBAR PUBLISHED COORDINATES: ....................................:..........................:....................:.................:.................................................................:.................................................................. THE COORDINATES IN THE MONUMENT TABLE ARE THE RESULTS OF A LEAST SQUARES ADJUSTED CONTROL NETWORK 102002 454,709.41 `: 3,250,315.10 :` 23+82.63 16.82 R FOUND 60D SPIKE, DOWN 0.3 FT. ...............:.......................:..........................:....................:.................:.................................................................:.................................................................. MEASURED AND RECORD DATA 102003 455,314.12 3,250,254.79 29+$7.20 44,74 L FOUND 60D SPIKE, DOWN 1.0 FT. THIS MAP SHOWS MEASURED VALUES BETWEEN FOUND MONUMENTS COMPARED TO THE RECORD DATA ................. :........ ............... :.......................... :.................... :................. :.................................................................:................................................................. . 102012 457,523.77 3,250,263.19 51+96.86 41.92 L FOUND 60D SPIKE, DOWN 0.2 FT. " DISCLAIMER: .. ..... .......:..........................:....................:.................:.................................................................:.................................................................. 102013 456,759.37 3,250,327.87 44+32.63 24.69 R :FOUND 60D SPIKE, DOWN 0.2 FT. " " NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF FOUND MONUMENTS RELATIVE TO ANY RECORD PROPERTY LINE OR SECTION LINE OTHER THAN THE LOCATION AT WHICH IT WAS FOUND AND TIED BY DESCHUTES COUNTY. MONUMENT TABLE - FOUND MONUMENTS - SECTION LINE ALIGNMENT POINT# NORTHING :....................... EASTING = STATION : OFFSET MONUMENT DESCRIPTION :.......................... :.................... :................ :........................................................................................................................................................................................................... REFERENCE :...... ................. 101827 454,970.34 :....................... 3.250,298.65 26+43.53 :.......................... :.................... :................ 0.00 R FOUND 3-1/4" BRASS DISC AS SHOWN IN DETAIL B ON THIS SHEET. :................................................................................ ........................ : OCRR 1836 :.............................. ................. 101828 457,636.34 3,250,305.40 53+09.54 :....................... :.......................... :.................... :................ ........................................................................................................................... 0.00 R FOUND 3-1le BRASS DISC AS SHOWN IN DETAIL C ON THIS SHEET. :..................................................................................................................... ...................................................................................... OCRR 1837 :.............................. ................. 104001 452.326.81 :....................... 3,250,294.88 0+00.00 :.......................... :.................... :................ 0.00 R FOUND 3-1 /4" ALUMINUM DISC AS SHOWN IN DETAIL A ON THIS SHEET. :......................................... OCRR 0054 :......................... .... . ................. 104004 460,301.17 3,250,311.90 79+74.38 .................................................................................................................................................................. 0.00 R FOUND 3-1/4" ALUMINUM DISC AS SHOWN IN DETAIL D ON THIS SHEET. OCRR 1838 :............................. . ................. :....................... 104009 455,006.72 ................. :....................... :..................... .....:.................... :................ 3,250,297.38 26+79.90 :.......................... :.................... :................ :......................................... .................................................................................................................................................................. 1.36 L :FOUND 2" ALUM CAP W/ TYPICAL MARKINGS :................................................................................ (PREVIOUSLY A 5/8" IR) ......................... .................................................................................................. CS11069 :............................. . 104011 458.588.67 ................. :....................... 3,250.307.64 62+61.87 :.......................... :.................... :................:........................................................................................................................................................................................................... 0.08 L FOUND 2" ALUM CAP W/ TYPICAL MARKINGS (PREVIOUSLY A 1/2" IP SET BY LS1652) CS00591 :............................. . 104012 452,854.39 ................. :....................... 3.250,295.39 5+27.57 :.......................... :.................... :................:.................................................................................................... 0.24 L FOUND 2" ALUM CAP W/ TYPICAL MARKINGS (PREVIOUSLY A RR SPIKE) ....................................................................................................... CS00626 :.............................. 104013 453.523.57 ................. :....................... 3.250,296.65 11+96.76 :...................... ....:.................... :................:....................................... 0.06 R ; FOUND 2" ALUM CAP W/ TYPICAL MARKINGS .................................................................................................................................................................... (PREVIOUSLY A 5/8- IR SET BY PE7340) CS00710 :............................. . 104014 453,648.50 ................. :....................... 3,250,296.67 13+21.69 :.......................... :.................... :................:........................................................................................................................................................................................................... 0.10 L FOUND 2" ALUM CAP W/ TYPICAL MARKINGS (PREVIOUSLY A 5/8" IR SET BY PE7340) CS00710 :............................. . 104015 454,950.18 3,250,298.60 26+23.38 ................. :....................... :.......................... :.................... :................:.............................................................................................................. 0.03 L FOUND 2" ALUM CAP NO MARKINGS (PREWOUSLY A 1/2" IP SET BY LS1652) ............................................................................................. CS11890 :.............................. 104017 456.674.40 ................. :....................... 3.250,302.98 43+47.59 :.......................... :.................... :................ 0.02 R FOUND 2" ALUM CAP W/ TYPICAL MARKINGS :................................................................................ (PREVIOUSLY A 1/2" IP SET 8Y L51652) ........... ................................................................................................................ CS11069 :......................... .... . 104018 458,026.01 .................:.......................:..........................:....................:................:...........................................................................................................................................................................................................:.....................I....... 3,250,306.39 56+99.21 0.04 R FOUND 2" ALUM CAP W/ TYPICAL MARKINGS (PREVIOUSLY A 1/2" IP SET BY LS1652) CSO0591. SURVEY REFERENCES F = FILED D = DATED R = RECORDED REF# DOCUMENT DATE DESCRIPTION SURVEYOR LS NUMBER (R1) CS00626 D 6/1973 NE 1/4 KAY W. ELMSTAD LS 377 (R2) CS00588 D 7/7/1981 (D) MP 81-W SUNRAY INV. J. WICK LS 1539 (R3) CS00713 F 3117/1987 SECTIONS 19 & 30 D. TUTTLE LS 872 (R4) CS00591 F 12/17/1987 MP 86-023 MORLEY/HURST R. POVEY LS 1652 (R5) CS11069 R 3/18/1988 MP 87-021 R. POVEY LS 1652 (R6) CS00560 F 1211411988 MP 88-034 MORLEY/WARNER G. DEJARNATT LS 2208 (R7) CS00716 F 12/14/1988 MJP 88-005 KEITH F. AST LS1938 (R8) CS00715 F 12/14/1988 MP 88-037 LIGHT F. AST LS1938 (R9) CS00561 F 7/1111989 S 112 TL 700,703 & 704 & SEC 24 TL 400 & 402 G. DEJARNATT LS 2208 REGISTERED (R10) CS11890 F 7/12/1994 LL 94-45 NE 1/4 R. POVEY LS 1652 PROFESSIONAL (Rll) CS17974 F 4/29/2009 P.P. NO.2009-018 (MP 08-025) M. SIMS LS 60068 LAND SURVEYOR (R12) CS18599 F 10/11/2013 LL 13-020 M. SIMS LS 60068 (R13) CS00710 - SECTIONAL FOR VETTERLEIN RANCHES J. WICK PE 7340 104020 458.994.13 3.250,308.17 66+67.34 0.54 L ; FOUND 2" ALUM CAP W/ TYPICAL MARKINGS (PREVIOUSLY A 5/8" IR SET BY LS1539) CS00588 0 R E G 0 N ................. :....................... :.......................... :.................... ....................................................................................................................................................................................................................... ............................. luESCHUTES COUNTY `� ' �R DECEMBER 28, 2009 105016 : 456,303.36 3,250,301.82 39+76.55 0.20 L FOUND 2" ALUM CAP W/ TYPICAL MARKINGS (PREVIOUSLY A 5/8' IR SET BY PE7340) CS00713 KEVIN R. sAMUEL RUDGI1/17/0, Ins 77040PLS RENEWS: 6-30-2024 SHEET DESCHUTES COUNTY SURVEYOR'S OFFICE RECORD OF SURVEY 1 61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 MONUMENTS IN CLOVERDALE ROAD OF PROJECT : ST5899 DATE:10 17 2023 IDRAWN BY: KRS, MTM CHECKED BY: JDP LOCATED IN THE NE 1/4 SEC. 25, E 112 SEC. 24, SE 1/4 SEC. 13, T15S, R10E, AND IN THE NW 114 OF SEC. 30, W 1/2 SEC. 19, SW 114 SEC.18, T15S, Ill 1E, W.M. 2 FILE NAME: J:\CAD\Projects\Surveying\15111920 Cloverdale RS dw CLOVERDALE RS.dwg I DESCHUTES COUNTY OREGON 0 1 NORTH �mmmm�mmmmmmmm�mmmm�....mm mmmm�mmmm i 100 200 !! LEGEND 0 CONTROL FOUND MONUMENT 111100"/ 1/4 SECTION CORNER SECTION CORNER SURVEYED LINE — APPROXIMATE TAX LOT LINE OR R/W LINE TL 1510250000200 Cr 0 0 7L 1510250000202 TL 151025000020J BEGIN: 0+00.00 SEE OCRR 0054 TL 151025000010J SOO.03'20"W 527.57' S00'41'30"W 527.57' (R1) — 104001 TO 104012 TL 1511300000303 -104013 TO 101827 NOO'55'42"W 1446.70' (R8) N00'04'45"E 1446.77' �EScnurEs COUNTY SURVEYOR FILED I III 7Za 3 B1(; Co I I i ns l SEC. 25 T15S, R 10E-, WM TL 1510250000200 00� 104001 TO 104013 - �- NOO'55'42"W 1196.80' (R7)&(R8) CLOVERDALE ROAD NOo'57'23"W 125' (R13) cr NOO'05'05"E 1196.76' o NOO'00'29"E 124.93' a+ o J 104012 N00'06'28"E 669.19' Cl104013 104014 0 - F SEC. 30 T15S, R 11 E, WM I I TL 1511 J00000099 I �/��Il��7lllllll�ll�I NOO'05'06"E 1301.69' 0 104014 TO 104015 STA 16+65.3, 9' L N 453,992 TL 1511J00000099 E 3,250,288 SEARCH WAS CONDUCTED FOR PI AT STA 20+00 OF THE TUMALO RESERVOIR MAKRET ROAD NO. 11 B. PLAINWEW TO CLOVERDALE SECTION BY RB GOULD. THE PI WAS NOT FOUND, BUT 774E NW & SW BEARING TREE RPS AS DETAILED ON COULD'S FIELD BOOK 32, PAGE 32 (SEE RD02350) WERE FOUND IN PLACE WITH VISIBLE SCRIBING AND FINISH NAILS IN 774E BLAZES. TL 1510250000100 SEC. 25 TL 1510250000105 104015 CA N T oNOO'09'15"E 20.16'--/ 20.16' (OCRR 1836) NOO'43'11 "E 20.00' (R10) 1 TL 1511 J00000201 SEC J O 36.42' (OCRR 1836) o�69 N00'36'20"E 36.35' (R5) TL 1510240000505 N01'59'59"W 36.40' F 104009 SEC. 24 I- 01827 — 26+43.53 SEE OCRR 1836 SEC. 19 TL 1511000004001 .SEC. 24 7L 1510240000505 TL 1510240000501 TL 151024000050J SEC 24 101827 TO 101828 — 104009 TO 105016 N00'51'38*W 2666.03' (Rll) I NOO'36'20"E 1296.73' (R5) N00'08 42 E 2666.01 NOO'36'20"E 370.94' (R5) ^,> N00'11'46"E 1296.65' cr CL©VERDALE ROAD CDN00'10'45"E 371.04' ocv o4z NOO'08'10"E 1333.02' oo 105016 $ o NOO'52'00"W 1333.06' (R11) - 101827 TO 105016 T 104-0171 7- TL 151119C000100 SEC 19 TL 1511000004001 l TL 151119CO00200 \ SEC. 19 SEC. 24 ry ,ti0'` TL 11510240000502 I SEC 24 7L 1510240000403 -104017TO 101828 TL 1510240000503 TL 1510240000404 TL 1510240000401 NOO 36',20"E 962.08' (R5) '� , NOO'35'44"E 389.64' (R4) CLOVERDALE ROAD NOO'35'44"E 562.72: (R4) NOO'08 39 E 961.94 o cn NOO'08'46"E 389.67' - NOO'07 38'E 562.66 cmO� 00 101828 0 104018 0 53+09.54 T D— T 1 �� �� D m SEC. 19 TL 151119C000100 SEE OCRR 1837 I TL 151119BOOJ901 I TL m 151119BOOJ902 I I TL 151119BOOJ800 ( TL 151119BO02300 SEC- 19 z z I m - SEC. 24 1 1 SEC. 24 SEC. 13 7L 1510240000401 101828 TO 104004 TL 1510240000406 ���'� 7L 1510240000405 l �_ REGISTERED 104011 TO 104020 N00'52'30"W 2664.94' (R3) S00'00'03"W 1307.09' (R6) '�� �- -� PROFESSIONAL " N00'08'23'•E 2fi64.84' " �- ----- END: 79+74.38 N00'35 44 E 405.26 (R4) SOO'36 48 W 1307.09 (R2) SEE OCRR 1838 LAND SURVEYOR N00'04'26"E En 405.47' - - o N00'09'49"E 1307.04' � 0 104020 o CLOVERDALE ROAD Co 104004 — — — — — — — — — — — — — — (? - 7a O R E G O N TL 151119BOO2200 TL 151119B000801 TL 151119B000800 4 ci / TL 151119B000700 DECEMBER 28, 2009 SEC. 19 I SEC 18 KEV{N R. SAMUEL SEC. 19 1 �o / ( 77040PLS RENEWS: 6-30-2024 RECORD OF SURVEY SHEET DESCHUTES COUNTY SURVEYOR'S OFFICE 2 90 61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 MONUMENTS IN CLOVERDALE ROAD of PROJECT : ST5899 DATE:10 17 2023 JDRAWN BY: KRS, MTM ICHECKED BY: JDP LOCATED IN THE NE 1/4 SEC. 25, E 1/2 SEC. 24, SE 1/4 SEC.13, T15S9 R10E, AND IN THE NW 1/4 OF SEC. 30, W 1/2 SEC. 19, SW 114 SEC.18, T15S, R11E, W.M. 2 FILE NAME: J:\CAD\Projects\Surveying\15111920 Cloverdale RS dw CLOVERDALE RS.dwg I DESCHUTES COUNTY OREGON 0 CS 2 12 0 2 .