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HomeMy WebLinkAboutSurvey 20408LEGEND: AC ALUMINUM CAP BC BRASS CAP BLM BUREAU OF LAND MANAGEMENT B.T. BEARING TREE BP: BEGIN PROJECT COOS CENTRAL OREGON COORDINATE SYSTEM ® COR CORNER CS COUNTY SURVEY, DESCHUTES COUNTY ® SURVEY RECORDS fm DN DOWN ca EOP END PROJECT FB FIELD BOOK FD FOUND GPS GLOBAL POSITIONING SYSTEM IP IRON PIPE IR IRON ROD (M) MEASURED OCRR OREGON CORNER RESTORATION RECORD PC POINT OF CURVATURE PG PAGE PI POINT OF INTERSECTION PT POINT OF TANGENCY (R#) RECORD DATA FROM REFERENCE SURVEY RD ROAD RM REFERENCE MONUMENT RP REFERENCE POINT RPC RED PLASTIC CAP SEC. SECTION VOL. VOLUME W/ WITH YPC YELLOW PLASTIC CAP -O PP UTILITY POLE • FOUND MONUMENT (AS NOTED) x CALCULATED POINT © CONTROL POINT - - RIGHT-OF-WAY LINE - CENTERLINE - - PROPERTY LINE - - - - - - - EDGE OF GRAVEL EDGE OF ASPHALT - - QUARTER SECTION AND SECTION LINE SURVEYOR'S NARRATIVE: THE PURPOSE OF THIS SURVEY IS TO RE-ESTABLISH THE CENTERLINE AND RIGHT-OF-WAY FOR TUMALO RESERVOIR ROAD AND TO ESTABLISH CENTERLINE AND RIGHT-OF-WAY FOR SISEMORE ROAD, IN THE VICINITY OF THE SISEMORE BRIDGE AND SISEMORE DAM. TUMALO RESERVOIR ROAD WAS ESTABLISHED NOVEMBER 5, 1926, AS RECORDED IN DESCHUTES COUNTY COMMISSIONERS JOURNAL 2, PAGE 119, HAVING A WIDTH OF 60.00 FEET. DEA SEARCHED FOR MONUMENTS THAT WERE SET IN THE `MAP OF TUMALO RESERVOIR MARKET ROAD NO.11 A, DESCHUTES RIVER TO RESERVOIR SECTION' DATED 1926, (RD 1529, DESCHUTES COUNTY ROAD DEPARTMENT RECORDS) AND FIELD BOOK (FB) 40, DATED SEPTEMBER 20, 1926. DEA FOUND A 1- 3/4 INCH STEEL BAR (NOTED AS A 3/4 INCH STEEL BAR DESCHUTES COUNTY DOCUMENT CJ2020-60) AT THE POINT OF INTERSECTION (POINT OF SEMI -TANGENT) AND ONE OF IT'S REFERENCE POINTS, BEING POWER POLE NO. 131286 AT SOUTH 62- EAST, A DISTANCE OF 59.2 FEET (FB 40 CALLS FOR 58.65 FEET TO A POWER POLE, BUT GIVES NO BEARING). DEA SEARCHED FOR ADDITIONAL MONUMENTS AND REFERENCES PER FB 40 AT STATION 245+65.2 (TERMINUS OF TUMALO RESERVOIR ROAD) AND AT APPROXIMATE POINT OF INTERSECTION STATIONS 119+01.4 AND 184+69.7. REFERENCE MONUMENTS WERE ALSO SEARCHED FOR ON THE SISEMORE BRIDGE PER SAID RD 1529 SURVEY. NO OTHER MONUMENTATION WAS FOUND. TO RE-ESTABLISH TUMALO RESERVOIR ROAD, DEA HELD MONUMENTS 1000 AND 1032, WHICH ARE NOT PART OF THE ROAD MONUMENTATION PER THE RD 1529 SURVEY, BUT FALL WITHIN THE SPLIT OF THE TRAVELED WAY OF TUMALO RESERVOIR ROAD AND THEREFORE WERE HELD FOR THE CENTERLINE ALIGNMENT FOR THE TANGENT LYING EAST OF SAID POINT 1000. POINT 1000, 1010, AND THE CENTERLINE OF THE SOUTH END OF SISEMORE BRIDGE WERE HELD TO ESTABLISH THE RECORD TANGENTS FROM SAID RD 1529 SURVEY. DEA HELD THE RECORD RADIUS TO ESTABLISH THE CURVE AS SHOWN. THE DELTA ANGLE CREATED BY THIS SOLUTION FITS THE RD 1529 SURVEY WITHIN APPROXIMATELY 4 MINUTES OF THE RECORD ANGLE. POINT OF CURVE STATION 241+30.9 WAS HELD FOR THE BASIS OF STATIONING PER THE RD1529 SURVEY. SISEMORE ROAD, LOCATED IN SECTION 33, TOWNSHIP 16, RANGE 11 EAST, OF THE WILLAMETTE MERIDIAN, IS CLASSIFIED AS A COUNTY ROAD; HOWEVER, THERE IS NO KNOWN ESTABLISHMENT OR DEDICATION THEREOF. THE EXISTING TRAVELED ROADWAY AS SHOWN HEREIN, HAS BEEN ALIGNED WITH THE SOUTH END OF THE SISEMORE BRIDGE, WHICH IS THE TERMINUS OF TUMALO RESERVOIR ROAD, AND WHICH POINT IS BEING HELD AS THE POINT OF BEGINNING FOR THE ESTABLISHMENT OF SIZEMORE ROAD. BASIS OF BEARINGS: DEA USED RTK AND UTILIZED THE DESCHUTES COUNTY "DESCHUTES 13" TRANSFORMATION TO TRANSFORM POSITIONS FROM THE OREGON REAL TIME GPS NETWORK (ORGN) TO THE CENTRAL OREGON COORDINATE SYSTEM (COCS) FOR THE BASIS OF BEARINGS. HORIZONTAL UNITS ARE INTERNATIONAL FEET. VERTICAL UNITS ARE US FEET AND IS BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29). COCS MARK NUMBER 16113500 AND 16113600 WERE MEASURED TO VERIFY THEIR POSITIONS. SURVEY REFERENCES: DATE CS 01663 5/30/1971 CS 01667 (R3) UNKNOWN CS 01668 (R4) 9/02/1969 CS 01669 8/29/1977 CS 01670 UNKNOWN CS 05274 7/19/1979 CS 16260 (R1) 1 /28/2005 CS 16636 2/06/2006 CS 16764 12/29/2015 CS 17062 (R5) 9/22/2006 CS 19023 (R2) 9/29/2015 FB 0400 9/29/1926 RD 01529 (R6) 1926 BLM FIELD NOTES 2012 SURVEYOR DESCRIPTION A PERRY (ENGINEER) SURVEY FOR DALE AND RICHARD THOMSON. UNKNOWN TRACT SURVEY SE 1 /4, SW 1 /4. A PERRY (ENGINEER) SURVEY FOR AR! ENE COUCH. G COLVIN SURVEY FOR KIT KORISH AND BUD EVANS. A PERRY (ENGINEER) SURVEY FOR RICHARD THOMSON. G COLVIN PLAT SURVEY, BEAR SPRING ACRES FOR KORISH, EVANS, AND CULLMAN. J POWELL BULL SPRINGS ROAD RIGHT OF WAY SURVEY. L MILLER LOT LINE ADJUSTMENT. J PERRY RECORD OF SURVEY. J POWELL PARTITION PLAT FOR ANN COBB. D DURYEE BOUNDARY SURVEY FOR LESLIE HUDSON. UNKNOWN TUMALO RESERVOIR MARKET ROAD FIELD NOTES. R GOULD (ENGINEER) TUMALO RESERVOIR MARKET ROAD NO. 11 A VOLUME OR--R 0694, PAGE 40 DEED REFERENCES: DEED DATE OWNER TYPE 88-20572 9/12/1988 TUMALO IRRIGATION DISTRICT STATUTORY QUITCLAIM DEED. 93-42168 2/03/2014 STEPHEN W MOODY STATUTORY BARGAIN SALE AND DEED. 91-19044 7/05/1981 DON L. & DORIS J. SHORES BARGAIN SALE AND DEED. 2014-03436 2/03/2014 LESLIE HUDSON AND VERONICA NEWTON-HUDSON FAMILY TRUST BARGAIN SALE AND DEED. OREGON CORNER RESTORATION RECORD: DATE SURVEYOR 0892 11 /14/1988 RAYMOND E. OMAN EILESURVEYOR`UTES COUNTY D /2 z 10 BY: Dvnk�el_ I . SHEET 5 I I I Off' I I I I SHEET INDEX. I 1 LEGEND, SURVEYOR'S NARRATIVE, BASIS I I OF BEARING, SURVEY REFERENCES, DEED TUMALO BRIDGE = CANAL REFERENCES, OREGON CORNER I I I RESERVOIR I RESTORATION RECORDS I • I 2 SURVEY PLAN SHEET, LINE TABLE SHEET 4 I 3 SURVEY PLAN SHEET 4 SURVEY PLAN SHEET, DETAILS "B" AND "C" TUMALO RESERVOIR ROAD 5 SURVEY PLAN SHEET, LINE TABLE, SEC. 33, T. 16 S., R. 11 E., WM. .� _ _ _ I _ _ _ _ _ _ DETAIL "A" SEC. 4, T. 17 S., R. 11 E., WM. - - -' - - - - - 6-7 MONUMENT TABLES I I I I . Q Op I SHEET 2 I Qj I I REGISTERED SHEET 3 ( I PROFESSIONAL I LAND SURVEYOR O � � 0 150 300 600 V) OREGON I JANUARY 10, 2006 ROBERT R. JACKSON 47721 RENEWS: z/ w w Q�w O - 1- W �.. C) (o ry U Z (o O W Q� >o�oM�w I` W >z�-0 W0 O�°z�-- Cn �� W U_O� LLOUwWF-::) W o 45;o wOcl)U L.w0 0 W w O _IOU) Q W � p=U W 03: ~=z0 W _ F- C) F- W z z Q F- W Q W 0 wz � U U Q O 0 Z - o o mm ZW :� tjNCo ;s co > Q c N i c) V O Lo O >mly�o L a) a�n U)� a oa o 0 r Q Pei (9 N DATE: 10/16/2020 DESIGN: RRJ DRAWN: DEA/TAS CHECKED: PMG SCALE: 1 "=300' PROJECT NUMBER: D ESX0000-0116 DRAWING FILE: SV-RS-01 -DESX01 16 SHEET NO. OF 7 0 i of DEED DOC. N0. 93-42168 � V Z_I EDGE OF TRAVELED WAY y Y. TUMALO RESERVOIR ROAD o � 00 I Q) 00 0 o rn o C) Qj O N T_ 0O o -CO- o 1032 _ 1002 33 34 G M M N -N- 1003 , „ 34 35 N 89'S7'39" W5_. 36 N 89052'42" W N - - SEC. 33, T. 16 S., N R. 11 E. WM. - N - _. 1320.58' N 89 55 50 W 1005 0 1320.25 SEC. 4, T. 17 S., R. 11 E. WM. E 1 /16 _ N 89'52'45" W 5286.40' 5252.13' 0o (S 89'S5'25" E N 87028'38" W 4 1 1320.28, R1) 13.85 cD co N N d m LINE TABLE LINE ID BEARING LENGTH RECORD DATA (R2) L1 N 38'30'42" W 57.33' S 38'34'18" E 57.17' L2 N 10*12'15" W 113.95' S 10013'04" E 113.87' L3 N 44*43'11 " W 263.07" S 44*42'15" E 262.83' L4 S 83'04'05" W 62.94' N 83*13'58" E 63.09' L5 N 71'21'47$1 W 99.57' S 71'23'43" E 99.43' L6 N 56'45'39" W 217.10' S 56'45'27" E 217.16' L7 N 55015'55" - W 211.59' S 55'08'58" E 211.62' L8 N 65'06'21" W 204.99' S 65*10'44" E 205.10' L9 N 66'43'05" E 95.62' N 66045'01" E 95.74' L10 S 76'49'47" E 87.54' S 76'40'02" E 87.46' L11 N 61'24'58" E 123.52' N 61'21'06" E 123.59' L12 S 85'07'40" E 64.38' S 85'09'23" E 64.32' L13 N 84'23'57" E 32.59' N 84*15'42" E 32.75' L14 N 07*17'41" E 60.41' N 07*13'37" E 60.28' L15 S 89053'05" E 21.72' - L16 S 89053'05" E 8.74' - NOT 1. SEE SHEET 1 FOR LEGEND. DESCIiUTES COUNTY SURVEYOR FlLED /z119holo BY: d4 rni 0 25 50 100 6==%mmmm� REGISTERED PROFESSIONAL LAND R] OREGON JANUARY 10, 2006 ROBERT R. JACKSON 47721 W LLj Q�w 0 W O�� zM >zf-0 w DW00'00z>- Ci) �U W UO~ LL0W���z O 20 W u-w0 �O(/)(.) p W w � p u) Cr)F O Q W 0 U) Q J= Q U = ��__ O� �cn�c� V-w WOW _ =z0 ~ pz= z zoF- L Q W z W F- Q Q Q U U O 0 J ci Z - o O Z W U) 80 '` Z >a 0)o cu=N W c N L_ V 00 R9 O a0U-) - >m L > � c a�U)0� a. � Q o o Z FBI @ = Q N DATE: 10/16/2020 DESIGN: RRJ DRAWN: DEA/TAS CHECKED: PMG SCALE:1 "=50' PROJECT NUMBER: D ESX0000-0116 DRAWING FILE: SV-RS-01-DESX0116 SHEET NO. OF 7 2 RENEWS: (p1j0/ .et N LAU A 82'56' D=32' C.R. 1o1s O T=160.3' 32 33 w L= 259.2' S 89 53 . E dap (PER R6 5 4 2639.94 w A 82'54'56" (N 88'55'43" W u) R=179.05' i 2639.94', R1) Dk L=259.11' !G� XOo • LC=N 48'25'37" W o 237.09' o j N �, (30.46 R1) 315.87, R4) ��\ 30.46' ' •-N 89053'05" W 315.95'� _ _. L15 cc RP FOR POINT 1010,\�' PP CEC � 3 N o �` S 60°34'27" E 59.06' �31286 ,� L--- 4'59'57" co t� N �ry I NL0 V)00 DEED DOC. NO. 88-20572 I M -o 04 o � 04 co Ic`nv v to a; o o Iz EDGE OF Tr•'i w 1, ir-1 r- r*% u I v (30.46', R1) l RH VCLCU VVM ± L15=21.72' N L16=8.74' .� L15+L16=30.46' SEC,_ 331 o — o — o O -L16 o � o N 149.05' N J 100o N 1 1 o I S 89'53'05" E 179.51 -�" N 1 /4 CORNER - o S 89'55 o 25 E O -- 179.52'_Rl SEC. 4to RP FOR POINT 1000 o .0!� N 63°09'32" E 51.82' R=210.00' CO ov? ^ ti (S 63'10'57" W 51.8', LC=N 12'36'39" E 18.32' 1015 1013 1014 DEED DOC. NO. 88-2057 2•c / co i � / n co CO / � 3 ., 4-3 / ^ �/yd�.��' / q 1016 O / O 1017 o (1 L O W A 4'59'57" R=270.00' L=23.56' LC=N 12'36'39" E 23.55' DEED DOC. NO. 88-20572 co N &I 0 ELFiUTES CO�lTY S41RVEYCF3 I2-2Q"zo.2D BY. w w i>> Q W Q CO L.L� (.0 O W ry 7 (,i V H > — 0 0 ti W CO �z >z~0 U.0U �COC)D DEED DOC. 93-42168 0 GOu- W W 0 w u-w0 O11- � U �U)w ~ OQLLW JQ(n 0U)QJ JI"' V �C3 2D__ o c U) W —o-- -- o-- -- o-------�-- --- + CD0 CD CD — CD c*4w F—WOw LLco = Z + +CD N N co SEC. 33, T. 16 ., R. 11 E. WM. N N 89.52'42" W F, N ww m z Z w z - - � - - - I- - - �" - - - ---- - - 0 SEC. 49 T. 17 S. - ''-- = W Q Q w z (S 89'55'25" E TUMALO-RESERVOIR ROAD 1320.28 R1) _ W cn Q Q U , U J V Z o VI YI ZW � r (y) UNto DEED DOC NO. 91-19044 a >a co co �cpN 000 V �0 a0� >0) >cuc a U) 0 (L. o a o �- oC) Q N 0 25 50 100 6=mmmmm� REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JANUARY 10, 2006 ROBERT R. JACKSON 47721 DATE: 10/16/2020 DESIGN: R R J DRAWN: DEA/TAS CHECKED: PMG SCALE: 1 "=50' PROJECT NUMBER: DESX0000-0116 DRAPING FILE: SV-RS-0I-DESX0116 SHEET NO. OF 7 3 RENEWS: 6/f41,rcZt I� I \� SEE DETAIL "B" L 1031 � EXISTING SISEMORE ROAD TRAVELED WAY, - NO KNOWN ESTABLISHMENT OR DEDICATION (GRAVEL & PAVED ROAD) RS39� PROPERTY CORNER FALLS IN JUNIPER TREE 1030 S 55'15'55" E ' 1POINT .. �SSS3 FD WITNESS 1.00' FROM ACTUAL PROPERTY c� CORNER ONLINE �>i DETAIL B N.T.S. FD WITNESS POINT 5.00' FROM ACTUAL PROPERTY S 85'07'40" E (I-12) CORNER ONLINE N 84'23' S7" E (L13) S 85'07'40" E 5.00'--"X PROPERTY CORNER DETAIL C FALLS IN ROCK FACE N.T.S. SEC. 33, T. 16 S., SEC. 4, T. 17 S., R TUMALO RESERVOIR EDGE OF TRAVELED WAY DEED DOC. NO. 2014-03436 105 CANAL (245+65.2,OF6UMAL0 RESERVOIR ROAD ,,,oU 45+65.07 I I 1 30,00' 1300011 1. 245+00 DEED DOC. NO. 88-20572 R. 11 E. WM. . 11 E. WM. DEED DOC. NO. 88-20572 I 1029 d- SEE DETAIL G -021ED L 12 L13 1027 DEED DOC. NO. 88-20572 1 i� 0 , N 06058'09" W 175.05' (N 06'54'00" W 1 m 175.1', R6) (2q.3+90.1,OR6� ' MPT. 243+90.244+00 � 82'56' C D=32' C.R. T=160.3' ' O L=259.2' PER R6 �82'54'56" M ; R=179.05' L=259.11' Q ��ko0 LC=N 48025'37" W eb 237.09 , 00 ;o ► c,`Z` zIt I 0 25 50 100 w u.i c Q�w �ry 0 0�� � Z � o W a ~ >OMCM�� — ti W �z >z o / WF_ �F-z>.. w U) LLOW�u~� 0� U W U _o ~ 0 �o WLLw0 NC) Wc� w �I- 0�oU)U ILL ILL .�(� o O LL QILL U = �0 F- W of p=U u-W F'-W0W =z0 _ F- Q F- W Z Z Q F=- W a W C) z F-F- U �a O 0J Z o DEED DOC. NO 93-42168 N {n I ZW cnNQ0 co % Q W co cu N cN UcuL-o O�oU) L I 'W m Q� co o �Q oa ZCV a I i DESCHUTES COUNTY SURVEYOR flLEp Iz/14/202013y.*P" REGISTERED PROFESSIONAL [LAND SURVEYOR OREGON JANUARY 10, 2006 ROBERT R. JACKSON 47721 DATE: 10/16/2020 DESIGN: RRJ DRAWN: DEA/TAS CHECKED: PMG SCALE:1 "=50' PROJECT NUMBER: DESX0000-0016 DRAWING FILE: SV-RS-01-DESX0116 SHEET N0. 4 OF 7 RENEWS: 6%140120Z1 cm S 89053'45" W 1033 \ \ 14' CS 1 /16 \ \ (1320.97', R2) \ � I 00 oo \ \ W ww �/'�w 00 \ N p oo \ � `o \ DEED DOC. NO. 88-20572 `\ \ 1019 \ \ I � I \ � \ \ \ cj \ 1� \ 5 1 \ \ I N \ V 1021 \ \ I` ` \ ` ` ` EXISTING SISEMORE ROAD TRAVELED WAY, I ` NO KNOWN ESTABLISHMENT OR DEDICATION wM (GRAVEL & PAVED ROAD) V• W N • cp 00. r 00 00 \ \ N N I� 00 \ Z I\ ` I 1009 \ \ L4 SEE DETAIL "A" y 1008 \ DEED DOC. NO. 2014-03436 O ESCHUTES COUNTY SURVEYOR DFlip /z z 2 020 8Y: Dvnktlb&g one= I REGISTERED PROFESSIONAL LAND SURVEYOR W LLj � Qrw O � r W Q F— L.L w (D t� W >O— M0 �Z >Z-0 w DWpOC°z>- LL W W W O Z O 20 W LLWo O 0W0� ��U �cnFOQ°W OU)Q�=Q� W �O �p=U LL Co _ ~ rw zz0 F— Q�—W Z Z Q F- C) Q W z ~ W Q Q U U O OJ J V Z o0 ZW co cnN� > a W � ca � 0 N O c a. O O �n - Q L a VJ o 0 a O li G O r Z Q N DATE: 10/16/2020 DESIGN: RRJ DRAWN: DEA/TAS CHECKED: PMG SCALE: 1 "= 50' PROJECT NUMBER: DESX0000-0116 DRAWING FILE: SV—RS-01—DESX0116 • � � SHEET N0. 1018 0 25 50 100 4 32 33 , SEC. 33 1000 FROBERT REGON ,I� S 89 53 05 E �S 9 53 05 E _ _ 1319.97(C�LCULATED)1319.97 (CALCULATED) N 1/4 CORNER ARY 10, 200s 5 5 4 SEC, 4 ) R. JACKSON (1320.219, R2) (1320.21 R2) (1319.94 , R4) (1319.94 , R4) 47721 OF DEED DOC. NO. 88-20572 RENEWS:(j, j �7f Q' cm FOUND MONUMENT TABLE POINT NO. NORTHING EASTING DESCRIPTION STATION OFFSET REFERENCE FALLING 100 414999.10 3265421.81 FD 1 /2" IR W/RPC STAMPED "D.E.A. CONTROL" _ _ SET THIS SURVEY HELD 101 415477.04 3265386.88 SET 1/2 so IR W/RPC STAMPED "D.E.A. CONTROL" _ _ SET THIS SURVEY HELD 105 415430.69 3265552.44 SET 1 /2" IR W/RPC STAMPED "D.E.A. CONTROL" _ _ SET THIS SURVEY HELD 1000 414998.41 3265747.60 FD 5/8" IR W/ NO CAP, IN ASPHALT, DN 0.5' 239+73.11 0.00' RT. CS 19,023 HELD FD 2"IP W/ 3-1 /4" BC STAMPED "U.S. DEPARTMENT OF THE INTERIOR, BUR. OF LAND BLM RM TO 1001 414975.01 3265701.36 MANAGEMENT, UNLAWFUL TO DISTURB, CADASTRAL 240+19.31 23.48' LT. 1 /4 COR -NA- SURVEY, RM1, 1 /4 S4, 52.0 FT TO COR, 2012, T17S, R11 E", UP0.3' FD 2"IP W/ 3-1 /4" BC STAMPED "U.S. N 00°07'15" E DEPARTMENT OF THE INTERIOR BUR. OF LAND BLM NOTES 0.58' 1002 414993.41 3268374.59 MANAGEMENT, UNLAWFUL TO DISTURB, CADASTRAL 213+46.12 0.58' RT. PG. 41, VOL. MEASURED SURVEY, S33IS34/S4lS3, T17S, 2012", FLUSH 694 PERPEDICULAR TO CENTERLINE FD 3-1 /4"AC STAMPED DESCHUTES COUNTY 1003 414992.80 3268388.43 SURVEYORS OFFICE, 198 , 6S/7S, 11, S331S34/ 213+32.28 0.00' RT. OCRR 0892 HELD (S3, PLS 702", CAP IS DAMAGED, FLUSH 1004 414998.67 3265598.56 FD 5/8"IR W/YPC CAP IS UNREADABLE, DN 0.3' 241 +22.15 0.02' LT. CS 16,260 HELD FD 3-1 /4" BC STAMPED DESCHUTES COUNTY 1005 414986.39 3273674.82 SURVEYORS OFFICE, 16S,34135/312, T17S, 11 E, 160+45.88 0.00' RT. OCRR 1143 HELD 1992, LS 1081 IN MONUMENT BOX W/ LID STAMPED "MON" 1006 414982.81 3278926.95 FD 2-1 /2"BC IN MONUMENT BOX W/ NO LID, DN 107+93.75 0.00' RT. OCRR 1379 HELD 0.3' CAP IS DAMAGED &UNREADABLE 1007 415447.33 3265357.41 FD 5/8" IR W/YPC STAMPED "TYE ENGINEERING", - - CS 19,023 HELD UP 0.9 IN ROCK 1008 415773.18 3264816.00 FD 5/8"IR W/YPC STAMPED "TYE ENGINEERING" - - CS 19,023 HELD 1009 415805.00 3264721.66 FD 5/899IR W/YPC STAMPED "TYE ENGINEERING" - _ CS 19,023 HELD 1010 414998.93 3265431.65 FD 1-3/4" IR W/ NO CAP, DN 0.6' 242+60.40 59.93' LT. RD 01529 HELD FOR DISTANCE 1011 414998.82 3265537.63 FD 5/8" IR W/YPC STAMPED "D.E.A. INC.", DN 0.3' 241 +81.68 7.44' LT. CS 16,260 HELD N 42041'58" E 1012 414932.92 3265525.89 FD 5/8" IR W/YPC STAMPED "D.E.A. INC.", DN 0.3' 241+76.51 74.09' LT. CS 16,260 0.03' TO R/W PC N 26°08'22"E 1013 414915.14 3265521.93 FD 5/8" IR W/YPC STAMPED "D.E.A. INC.", FLUSH 241 +76.06 92.29' LT. CS 16,260 0.13' TO R/W PT 1014 414899.39 3265579.77 FD 5/8" IR W/YPC, CAP IS ILLEGIBLE, BENT, 241 +37.23 99.52 LT. CS 16,260 N 69'26'49" W 0.03 TO R/W LEANS NORTH PT N 49°39'32" W 1015 414922.39 3265584.91 FD 5/8" IR W/YPC, CAP IS ILLEGIBLE, FLUSH 241+34.23 76.38' LT. CS 16,260 0.04' TO R/W PC DESCHUTES COUNTY SURVEYOR FILED �2 zq 2020 8Y: DuM REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JANUARY 10, 2006 ROBERT R. JACKSON 47721 W uj (.0 Q T- 0�� z 0 W Qt- �F-tiw >oMoM�� z>zF-0 �W� oz>- U) V �oU��F== W UO~ 0 20 W LLw0 � Ww U) 0�O U JpC%) rY F- llf 0U)< < LL W U DQF-== �O �p=U <� W LJ._ W F- W o Ill = H 0 2 Z ~ W z z Z F- � W Q w z F- Q U Q Q U 0 J 0 z o ZW a � ciN o 0 Q ca c N W 8N L- (� 13 ca a o 0 �n 0 i���o a) c ai aN � Q Ua� o o Z Q FBI @ N DATE: 10/16/2020 DESIGN: R R J DRAWN: DEA/TAS CHECKED: PMG SCALE: -NA - PROJECT NUMBER: D ESX0000-0116 DRAWING FILE: SV-RS-01-DESX0116 SHEET NO. OF 7 0 RENEWS: 'L i e? A LAU FOUND MONUMENT TABLE POINT NO. NORTHING EASTING DESCRIPTION STATION OFFSET REFERENCE FALLING N 23°03'35" W 1016 414764.62 3265481.23 FD 5/8" IR W/ NO CAP, FLUSH 241+76.70 248.229 LT. CS 16,260 0.05' TO R/W PC 1017 414748.93 3265539.17 FD 5/8" IR W/YPC STAMPED "D.E.A. INC.", DN 0.6' 241+51.74 252.80' LT. CS 16,260 HELD 1018 415003.71 3263107.66 247 FD 1" AXLE, FLUSH - - CS 1,668 1019 416141.16 3264418.32 FD 5/8" IR W/YPC STAMPED "TYE ENGINEERING", _ _ CS 19,023 HELD FLUSH FD 5/8"IR W/YPC STAMPED "TYE ENGINEERING" 1020 416096.47 3264453.89 W/ 2 x2"WHITE STAKE CS 19,023 HELD FD 5/8"I�R W/YPC STAMPED "TYE ENGINEERING" 1021 415984.33 3264474.07 W/ 2 x2 WHITE STAKE _ _ CS 19,023 HELD FD 5/8"IR W/YPC STAMPED "TYE ENGINEERING" N 00°00'00" E 1022 415798.40 3264659.18 W/ 2 x2"WHITE STAKE _ _ CS 19023 , 1.00 , HELD 1023 416322.69 3264416.68 FD 1 /2"IR W/ NO CAP, UP 0.3' - - CS 1668 HELD 1024 415485.12 3265445.25 FD 5/8" IRW/YPC STAMPED "TYE ENGINEERING", CS 19,023 HELD FLUSH W/ 2 x2 WHITE STAKE FD 5/8" IR W/YPC STAMPED "TYE ENGINEERING", 1025 415465.18 3265530.49 UP 0.3' W/ 2"x2" WHITE STAKE - - CS 19,023 HELD FD 5/8" IR W/YPC STAMPED "TYE ENGINEERING", 1026 415524.28 3265638.95 UP 0.2' W/ 2"x2" WHITE STAKE - - CS 19,023 HELD FD 5/8" IR W/YPC STAMPED "TYE ENGINEERING", N 85'09'25" W 1027 415519.23 3265698.12 UP 0.6' W/ 2%2" WHITE STAKE - - CS 19,023 5.00', HELD FD 5/8" IR W/YPC STAMPED "TYE ENGINEERING 1028 415521.99 3265735.54 UP 0.6' W/ 2"x2" WHITE STAKE - - CS 19,023 HELD FD 5/8" IR W/YPC STAMPED "TYE ENGINEERING", 1029 415581.91 3265743.21 UP 0.6' W/ 2"x2" WHITE STAKE - - CS 19,023 HELD 1030 415653.61 3264998.40 FD 5/8" IR W/ NO CAP, UP 0.5' - - CS 19,023 55'1 W 1 HELD.00', HELD 1031 415533.62 3265171.47 FD 5/8"I R W/YPC, "TYE ENGINEERING" - - CS 19,023 HELD 1032 414995.59 3267067.85 FD SPIKE W/ 3/4" IR, DN 0.2' 226+52.86 0.00' RT. FD IN CS 16,764 HELD 1033 416325.00 3265737.82 FD 1 /2" IR W/ NO CAP, FLUSH - - CS 1,668 HELD DESCHUTES COUNTY SURVEYOR Fl/ LED ,2 Zg Zo BY: PvA&,b2r4 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JAN UARY 10, 2006 ROBERT R. JACKSON 47721 W Q w r i;� Q T- W �. 0 r Z r 0 W QH �I- / O CM �z O >ZF- r`W CM O W F-- w U) �v L- 0W W U)WF� UO~ 02 0 W LLw0 0 W w 0�o(i)U _IOU) � Lf) F- < LL �a �o=U W of LL _ ~=z W 0 f- z 0 z ~ W 0 F- C) W Q W Il Z Q F- Q Q U 0 U 0 V Z o r M ZW Q F- (jN(D co % Q (6 0 N W 2 N V L- 0 O Lo _ L a �n � :E 0 0 � Q o0 G r QN DATE: 10/16/2020 DESIGN: RRJ DRAWN: DEA/TAS CHECKED: PMG SCALE: -NA - PROJECT NUMBER: D ESX0000-0116 DRAPING FILE: SV-RS-01-DESX0116 SHEET NO. OF 7 rA ! to�os RENEWS: &1Se/2t-;ZI