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Home My WebLink AboutSurvey 21358IN00010'55"E 30.00' (M) HELD 5/8" IRON ROD WITH ORANGE PLASTIC CAP MARKED "LS 60068" PER (R2) PARCEL 1 PARTITION PLAT 2009-18 HELD 5/8" IRON ROD WITH ORANGE PLASTIC CAP MARKED "LS 60068" PER (112) N89053'28"E 1379.81' (M) S88053'06"W 1379.78' (112) S89053'28"W 2490.03' (M) w HELD 5/8" IRON ROD WITH C) ORANGE PLASTIC CAP MARKED "LS 60068" PER (132) .1 ie CLOVERDALE ROAD N TAX LOT 100 ASSESSOR'S MAP #15-11-19C CO Cep cc r r G OD co CV CO w r M ;;r r r O O z� o 0 o_ N89053'28"E 1169.99' M �--- 30.00' (M) 30.00' (M: HELD 5/8" IRON ROD PER (114), AT SOUTHWEST CORNER OF ROCK CRIB WITH BROKEN YELLOW PLASTIC CAP MARKED "PLS 872" ALONGSIDE LEGEND O = FOUND MONUMENT AS NOTED O = SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP MARKED "MUNSON & ASSOCIATES" (R1) = MINOR LAND PARTITION 88-37 BY FREDERICK A. AST, JR., RECORDED DECEMBER 8, 1988 (CS00715) (132) = PARTITION PLAT 2009-18 BY MICHELE W. SIMS, RECORED APRIL 27, 2009 (CS17974) (133) = DEPENDENT RESURVEY AND SUBDIVISION OF SECTIONS BY DANIEL E. WELLER, FILED JUNE 13, 2018 (114) = SURVEY FOR VETTERLEIN RANCHES BY DAVID L. TUTTLE, FILED MARCH 17, 1987 (CS00713) R5 - MAP OF TUMALO RESERVOIR MARKET ROAD NO 11 B P1 INVIEUV TO HELD 5/8" IRON ROD WITH ORANGE PLASTIC CAP MARKED "LS 60068" PER (R2) FOR CENTER -SOUTH 1/16TH CORNER OF SECTION 19 HELD 5/8" IRON ROD WITH YELLOW PLASTIC i CAP MARKED "PLS 872" PER (134), UP 07 ON FENCE LINE FOR CENTER QUARTER CORNER OF SECTION 19 lira CO N N N Mcoco o r r r '�ww rn N r r r o 0 0 z (D U N89053'53"E 50.00' (M) S00014'31 "E 30.00' (M) , _W `--_ S00014'28"E 30.00' (M) 1 S89053'53"W 50.00' M O TAX LOT 4002 ASSESSOR'S MAP #15-11 N89053'53"E 2655.51' (C) S88052'51 "W 2655.52' (R4) RECORD OF SURVEY JULY 317 2024 LOCATED IN THE SOUTH HALF OF SECTION 19 AND THE NORTH HALF OF SECTION 30, TOWNSHIP 15 SOUTH, RANGE 11 EAST, W.M., DESCHUTES COUNTY, OREGON tr tr 00 00 � M M M TAX LOT 4001 cm _ r (� o r r www ASSESSOR'S MAP #15-11 a; do N co N LM LLO N `— �t r-- r O O r O o Z U) U) UNNAMED PUBLIC ROAD INSTRUMENT. NOS. 2024-14537 & 2024-14539 DESCHUTES COUNTY OFFICIAL RECORDS N89049'11"E 724.32' (M) N89050'07"E 2653.84' (M) S88048'52"E 724.36' (R4) S88048'52"E 2654.08' (R4) 664.32' cP 2Sr 5 ST• -0 J. > `Tn.LO j j M O fir? f� 6" �c9cp, o HELD 5/8" IRON ROD PER (R4), UP 0.4' IN ROCK RING WITH BROKEN YELLOW PLASTIC CAP MARKED "PLS 872" ALONGSIDE, FOR QUARTER CORNER COMMON TO SECTIONS 19 & 30 N w r La J PARCEL NO. 3 z o MINOR LAND PARTITION 88-37 � kAel*,— S40014'28"E 93.23' (M) ( ) CLOVERDALE SECTION, BY ROBERT B. GOULD, DATED 1927 93.2T (M) --� HELD 5/8" IRON ROD PER (134), UP 0.1' IN (R6) = PARTITION PLAT 1999-46 BY FREDERICK A. AST, JR., ROCK RING NEAR FENCE ANGLE POINT RECORDED SEPTEMBER 21, 1999 (CS13783) (137) = RECORD OF SURVEY BY KEVIN R. SAMUEL, N0016'17"W 462.99' (M) —/ FILED NOVEMBER 17, 2023 (CS21202) S01016'40"E 462.95 (R1) N01015'00"W 462.79' (134) (138) = RECORD OF SURVEY BY FREDERICK A. AST, JR., FILED NOVEMBER 20, 1990 (CS00702) N (M) = MEASURED _Vic (C) = CALCULATED O.C.R.R. = OREGON CORNER RESTORATION RECORD 0 150' 300' 600' SCALE: 1" = 300' I&M Munson & Associates civil engineers I land surveyors DESCHUTES COUNTY SURVEYOR 845 NORTHEAST 11 TH STREET n -- BEND, OREGON 97701ZVZ)Vw* (541) 550-7396 www.munson-assoc.com TAX LOT 100 ASSESSOR'S MAP #15-11-30 2590.38' (M) S89053'02"W 2650.38' (M) 60.00' (M) S88052'16"W 2650.54' (114) HELD 5/8" IRON ROD PER (114), UP 0.6' ON NORTH -SOUTH FENCE LINE, FOR CENTER -NORTH 1/16TH CORNER OF SECTION 30 TAX LOT 300 ASSESSOR'S MAP #15-71-30 SET NORTH 1/1 6TH CORNER AS SHOWN HELD 3-1/4" BRASS CAP PER DETAIL ON AN IRON PIPE WITH ROCK MOUND NEARBY PER (193) FOR EAST QUARTER CORNER OF SECTION 30 _�� W V/ r co M r r •�— HELD 3-1/4" BRASS CAP PER DETAIL & (R3) FOR EAST ONE -QUARTER CORNER OF SECTION 19 CALCULATED SOUTH 1/16TH CORNER (NOT SET) r tr ^ M ZalloF- ao QLO�Lt� m N N N TAX LOT 2802 0 O bo Zo bo ASSESSOR'S MAP #15-11 CO Cn � fIi O j� •-' Q r r r m oO 0 T U ZZo z rn N r • HELD 3-1/4" BRASS CAP PER DETAIL ON AN IRON PIPE IN ROCK RING PER (113) FOR EAST SECTION CORNER COMMON TO SECTION 29 &SECTION 30 �t Mzo W N tM "T_ �C�� ozotNrn r CDfO(0� CVNN?N r C) z Z Z Z W.O. # 21-019 TAX LOT 100 I ASSESSOR'S MAP #15-11-29 7 31 2a2` REGIS EKED PROFESSIONAL AND SURVEXOF OREGON MARCH 11, 2014 CHRISTOPHER R. MUNSON 80548PLS RENEWS: 17 l'•�(/[Y2� PLATE ONE OF TWO R N w 00 �;$ 21358 CLOVERDALE ROAD RESOLUTION. HELD PARTIALLY LEGIBLE 2" ALUMINUM CAP IN ASPHALT MARKED "DESCHUTES COUNTY SURVEYORS OFFICE PER (R7) FOR SOUTH 1/16TH CORNER OF SECTION 19 HELD 5/8" IRON ROD WITH ORANGE PLASTIC CAP MARKED "LS 60068" PER (R2) 2.69' (C,R2) 7--- N89053'28'E 27.31' (M) LO g s88053'06"w r o UNNAMED PUBLIC ROAD ,.. 27.31 (R2) ° o CI E � z M w Sp w 0�W� .j W N �"N Q U)'to� LC)° O Q 1 Q Q ozz z ' cc z W O > cc TAX LOT 4001 O .J ASSESSOR'S MAP #15-11 r �-- 30.00' 30.00' N v^� CC Ir N oo�o C6CMcm" 6 CO M0 M(Y?M 0 15' 30' 60' N O mot- _ SCALE:1 30 Qo ZV :- oo O to Ln 0 r p O O O v zZzz 1 t • w z 0ft�CC z b -b Z w � HELD 3-1/4" BRASS CAP IN o w MONUMENT WELL PER O.C.R.R. O COCO N �z #1836 & DETAIL FOR SOUTHWEST 0 0 0 o U CORNER OF SECTION 19 Ouzo z Z z • -- EAST 9.00' (C, R5) ' N89020'12"E 9.00' (132) CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD C1 (C) 173.30' 5728.48' 1 °44'00" S0051'55"W 173.29' C1 (R2) 173.30' 5728.48' -- N00008'30"W 173.29' C1 (R5) 173.3' -- 1 °44' -- C1 (R6) 173.30' 5728.48' 1 °44'00" N01 °19'28"E 173.29' C2 (C) 251.81' 9308.16' 1 °33'00" N0057'25"E 251.80' C2 (132) 251.81' 9308.16' -- N00003'00"W 251.80' C2 (135) 251.8' -- 1 °33' -- C2 (136) 251.81' 9308.16' 1 °33'00" N01 024'58"E 251.80' 0 1kyjAlMunson & Associates civil engineers I land surveyors 845 NORTHEAST 11TH STREET BEND, OREGON 97701 (541) 550-7396 www.munson-assoc.com SURVEYOR'S NARRATIVE THE PURPOSE OF THIS SURVEY IS TO MAP AND MONUMENT THE RIGHT-OF-WAY OF AN AS YET UNNAMED PUBLIC ROAD DESCRIBED IN THE DEEDS OF DEDICATION RECORDED AS INSTRUMENT NOS. 2024-14537 & 2024-14539 IN DESCHUTES COUNTY OFFICIAL RECORDS, AS REQUESTED BY OUR CLIENT, DESERT SPRINGS RANCH LIMITED PARTNERSHIP. CONTROL FOR THIS SURVEY IS PER THE SURVEYS OF RECORD REFERENCED HEREIN AND THE MONUMENTS SHOWN AS HELD AND SET ON THIS MAP OF SURVEY. ALL MONUMENTS SHOWN ON THIS MAP WERE HELD IN THEIR FOUND POSITIONS. THE NORTH 1/16TH CORNER BETWEEN SECTION 29 AND SECTION 30 HAS NEVER BEEN SET, AND WE DID SO WITH THIS SURVEY, USING SINGLE PROPORTIONING BETWEEN THE EAST SECTION CORNER COMMON TO SECTIONS 19 & 30 AND THE EAST QUARTER CORNER OF SECTION 30. MICHELE SIMS RESOLVED THE CENTERLINE OF CLOVERDALE ROAD ADJACENT TO THE SUBJECT ROAD DEDICATION WITH PARTITION PLAT 2009-18, WHICH CLOSELY FOLLOWS FRED AST'S CENTERLINE RESOLUTION IN PARTITION PLAT 1999-46; BOTH RESOLUTIONS USED RECORD DATA FROM ROBERT GOULD'S ORIGINAL 1927 SURVEY OF TUMALO RESERVOIR MARKET ROAD NO. 11 B. WE HAVE ADHERED TO SIMS' METHODOLOGY TO REESTABLISH THE EASTERLY RIGHT-OF-WAY OF CLOVERDALE ROAD AS IT INTERSECTS WITH THE NEWLY DEDICATED PUBLIC ROAD. MONUMENTS MARKING THE NEWLY DEDICATED RIGHT-OF-WAY WERE SET AS SHOWN ON THIS MAP OF SURVEY. BASIS OF BEARINGS FOR THIS SURVEY IS THE MEASURED LINE BETWEEN THE MONUMENTS MARKING THE EAST SECTION CORNER COMMON TO SECTIONS 19 & 30 AND THE EAST QUARTER CORNER OF SECTION 30 USING GNSS OBSERVATIONS IN CONJUNCTION WITH THE OREGON REAL-TIME GNSS NETWORK (ORGN), THE NAD83(2011) EPOCH 2O10.00 DATUM REALIZATION, AND THE CENTRAL OREGON COORDINATE SYSTEM (DESCHUTESI3 TRANSFORMATION). NO UNUSUAL CONDITIONS WERE ENCOUNTERED. RECORD OF SURVEY JULY 317 2024 LOCATED IN THE SOUTH HALF OF SECTION 19 AND THE NORTH HALF OF SECTION 30, TOWNSHIP 15 SOUTH, RANGE 11 EAST, W.M., DESCHUTES COUNTY, OREGON �MENT of Ty � QPQ` �FVL TO p/s �/% .a�� T15S �s(.1 T15SR11 E R R �G Uj 10 11 .4 � S19 S20 � 0 E 24 19 E m S30 S29 25130 C/) 2014 0 2010 cq�gS UQJ� !�T� LS 2390 �O Q TRA L S F4gND MANP� EAST SECTION CORNER SOUTHWEST CORNER COMMON TO SECTIONS 19 & 30 OF SECTION 19 DETAIL --NO SCALE DETAIL --NO SCALE �MENT OF Ty �MENT OF Thy PQ` �FUL TO 0�s F/ PQ` �FUL TO Q Q' T 2 � Q' TG "�155 R T15SR11 E C05 1/4 � � 1/4 O � O � S19IS20 S30IS29 � 140 2015 2014 QFASTRAL S�P� � <(,��G9Q O�STRAL 4AND MANPG 4AND MPNP� EASTQUARTER EASTQUARTER CORNER OF SECTION 19 CORNER OF SECTION 30 DETAIL --NO SCALE DETAIL --NO SCALE 31 2dL`( REGISTERED PROFESSIONAL �. LAND SURVEYOR OREGON MARCH 11, 2014 CHRISTOPHER R. MUNSON 80548PLS RENEWS: W.O. # 21-019 PLATE TWO OF TWO A. (:S 2 1 358