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HomeMy WebLinkAboutSurvey 21706SURVEYOR'S NARRATIVE THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARY OF THE LANDS DESCRIBED IN THAT STATUTORY SPECIAL WARRANTY DEED RECORDED FEBRUARY 12, 2021, AS INSTRUMENT NO. 2021-9497, DESCHUTES COUNTY OFFICIAL RECORDS; TO SUPPORT A FUTURE SUBDIVISION; AND TO ESTABLISH PORTIONS OF THE RIGHT-OF-WAY OF NW NORTHWEST WAY. THE BEARINGS FOR THIS SURVEY ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (CQCS) AND WERE DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13 TRANSFORMATION. THE SECTION LINE BETWEEN SECTION 32, TOWNSHIP 14 SOUTH, RANGE 13 EAST, AND SECTION 5, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS ALONG SAID LINE. THE CENTER SECTION LINE OF SECTION . 5, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS ALONG SAID LINE. THE CENTER SEC11ON LINE OF SECTION 32, TOWNSHIP 14 SOUTH, RANGE 13 EAST, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS ALONG SAID LINE. THE NORTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 32 WAS ESTABLISHED FROM THE FOUND MONUMENT AT THE NORTHEAST CORNER OF SAID QUARTER -QUARTER SET PER COUNTY SURVEY NO. 04953, AND BY RESETTING THE NORTHWEST CORNER OF SAID QUARTER -QUARTER FROM THE FOUND 6-INCH JUNIPER AT A RECORD DISTANCE OF 14.04 FEET PER SAID COUNTY SURVEY 04953 FROM THE CENTER OF SAID TREE, ON LINE WITH THE CENTER SECTION LINE OF SECTION 32, USING THE SAME METHOD AS COUNTY SURVEY NO. 19153, WHICH RESET THE SAME CORNER IN 2016. THE EAST LINE OF SAID QUARTER -QUARTER WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS ALONG SAID LINE. FOUND 5/8" IR, ACCEPTED AS BEING ° co SEE SHEET 3 FOR CONTINUATION OF SURVEYOR'S NARRATIVE. SET PER R1; HELD FOR THE CENTER Of ABBREVIATIONS. W/YPC WITH A YELLOW PLASTIC CAP IR IRON ROD INST. INSTRUMENT NUMBER, DESCHUTES COUNTY OFFICIAL RECORDS OCRR OREGON CORNER RESTORATION RECORD LEGEND • SET 5/8" IR W/YPC INSCRIBED "AKS ENGR." 91 FOUND 5/8" IR; PER R6; HELD O FOUND MONUMENT AS NOTED SECTION LINE OF SECTION 32 L2 o 0 o d- o co 00- 00 CV 0 z C-S 1/16 CORNER } SEARCHED FOR MONUMENT SET PER (R15), NOT FOUND; RESET CORNER N30.38E 14.04' OF A 6" JUNIPER PER (R6); ON THE CENTER SECTION LINE OF SECTION 32 Lo Of o�o� �o 00 ES c T14S r S Noy, CO�►� z 7- oovo o 32 R q� o z 1/4 5 - 13 T15S E 2009 S�RS 2282lk/ EYORS 4 1/4 CORNER FOUND 3-1/4" BRASS CAP; PER OCRR 1862; \ INSCRIRFD AS 'WWN- HFI D - - ---- NW UPAS AVENUE -- 6 �' -N89'35'55"W 2640.33' '_ 5 SECTION CORNER (N89'39'30"W 2641.04')R1 FOUND 2-1/2" BRASS CAP; (N89:32;38'W 2640.40')R3 PER OCRR 0035; (N89 3516 W 2640.22 )R5 INSCRIBED AS SHOWN; HELD (N89'32'18"W 2640.41')R19 ckf � Lo Q:� N 13' m T14S R S31 S32 13 E S6 S5 T15S INDEX 1. OVERVIEW, SECTION BREAKDOWN AND NARRATIVE 2. NORTH, EAST, AND WEST LINES OF INSTRUMENT NUMBER 2021-9497 3. SOUTH AND SOUTHEAST LINE OF INSTRUMENT NUMBER 2021-9497, NARRATIVE, AND REFERENCES 4. NW NORTHWEST WAY AND NARRATIVE PREPARED FOR DESCHUTES COUNTY SURVEYOR LENNAR NORTHWEST, LLC. 11807 NE 99TH STREET, SUITE 1170 VANCOUVER, WA 98682 IFI D� BY• ��W. N o � to� 1 0000 ^ cr) -m �t <r r-,_ o N cD � CD N � CD N� N W NI N W n1 W top"� W o o W N W CCD N N Z cD o - ono o o C) C=> "� CD CD � C 1/4 S 5 i T15S R13E ° CENTER 1/4 CORNER FOUND 2-1/2" BRASS CAP; PER OCRR 1842; INSCRIBED AS SHOWN; HELD RECORD OF SURVEY A TRACT OF LAND LOCATED IN THE THE SW 1/4 OF THE SE 1/4 OF SECTION 32, TOWNSHIP 14 SOUTH, RANGE 13 EAST, AND A PORTION OF GOVERNMENT LOT 2 OF SECTION 5, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON FEBRUARY 23, 2026 (S89'36'31 "E 1316.34')R6 (S89'36'31 "E 1316.42')R7 (S89'36'31 "E 1314.96')R8 (S89'43'16"E 1315.36')R15 YS89'43'32'E 1315.29' INST. 2021-9497 AREA= 41.48 ACRES± (1318.52')R6 (N89'48'58"W 1318.22')R9,R14 (1318.17')R10,R11 SE 1/16 CORNER FOUND 5/8" IR PER R6; HELD r 0o v, c o co M 1`7 cD r j o: o� o 00 o 0 cn oo cn cn (1318.52')R6 (N89'47'42"W 1318.14')R9,R14 (1318.11')R10,R11 (N89'51'17"W 1318.23')R15 _ E 1/16 CORNER (N89'46'39"W 1318.29)R13 1318.35 1318.14 N89'51'08"W 2636.49' (N89'54'30"W 2638.67')R1 NW UPAS WAY (N89'44'29"W 2637.04')R6 SECTION CORNER (N89'48'00"E 2636.28')R10,R11 FOUND 3- 1 /4" ALUMINUM CAP; PER OCRR 1790; (N89'47'41 "W 2636.19')R12 INSCRIBED AS SHOWN; HELD N S c 2007 T14S R S32 S33 13Go�,�S4 II S90�x3sN6T , � V�o SCALE: 1"= 300 FEET �mm - 6P%6i� 300 0 60 150 300 2�1 y /ZOZ� SHEET 1 OF 4 REGISTERED PROFESSIONAL JOB NAME: HIGH DESERT AKS ENGINEERING dt FORESTRY, LLC LAND SURVEYOR 2777 LOLO DR, STE 150 JOB NUMBER: 9452-01 BEND, OR 97703 541.317.8429 OREGON DRAWN BY: PDF JAC �•AKS-ENG.COM MAY 11, 2021 JACOB ALLEN CARSON 94570PLS CHECKED BY: JAC PDF ENGINEERING •SURVEYING •NATURAL RESOURCES RENEWS: i v DRAWING NO.: 9452-01 ROS FORESTRY• PLANNING •LANDSCAPE ARCHITECTURE C4 IV uma cm 21706 i "R(MROCK WEST ESTATES -REPEAT" I INST. FENCE ALONG SOUTH "RIMROCK WEST ESTATES - REPLAY" BLOCK TWO FENCE OF CONVENIENCE FENCE ONLINE � BLOCK TWO - 2023-06830 13 14 SIDE OF TREES - � 17 S89 43 32 E 1315429 X X X X ----- x 1 S `�--- 19 r4 19 14(0.36')R9 " X 450.96' X x —`—' " x ._- X --- x 450.56' 413.43' X ie � 0(451.40')R8 (450.31')R8(413.25')R8 0.34' DTLFOUND 1/2" IR,4' FOUND 5/8" IR, PER R8; HELD PER R6; HELD CALCULATED POINT; FOUND 1/2" IR PER R8; NOT HELD CALCULATED POINT; FOUND 1/2" IR PER R8; NOT HELD SE 1 16 CORNER i FOR THE NORTH LINE OF THE SW 1 4 OF THE SE 1 4 / / FOR THE NORTH LINE OF THE SW 1/4 OF THE SE 1/4 FOUND 5/8" IR; MONUMENT OF SECTION 32; HELD FOR THE LINE BETWEEN LOTS 14 OF SECTION 32; HELD FOR THE LINE BETWEEN LOTS 17 FENCE OF CONVENIENCE PER R6; HELD INST. DETAIL PARCEL 1 AND 17, BLOCK 2, "RIMROCK WEST ESTATES- REPLAT"; AND 18, BLOCK 2, "RIMROCK WEST ESTATES -REPEAT"; X 2021-09497 NOT TO SCALE PP 2007-81 RECORD ANGLE OF 54'57'16" PER SAID PLAT HELD RECORD ANGLE OF 61'47'08" PER SAID PLAT HELD .� FROM SAID NORTH LINE TO ESTABLISH THE POSITION FROM SAID NORTH LINE TO ESTABLISH THE POSITION N- SHOWN; MONUMENT BEARS S35'19'12"W 0.59' SHOWN; MONUMENT BEARS S28"29'20"W 0.93' o PARCEL 1 M ,�; to PP 2007-81 �co 0 x 0 0 V) LEGEND x • SET 5/8" IR W/YPC INSCRIBED "AKS ENGR." 1 FOUND 5/8" IR; PER R6; HELD A FOUND 1 /2" IP W/YPC INSCRIBED "POVEY & ASSOC."; PER R9 0 FOUND 1/2" IP W/YPC INSCRIBED "POVEY & ASSOC."; PER R14; HELD © FOUND MONUMENT AS NOTED INST. 2021-9497 AREA= 41.48 ACRES± ABBREVIATIONS. PARCEL 2 W/YPC WITH A YELLOW PLASTIC CAP, PP 2007-81 rn FENCE VARIES FROM ONLINE IR IRON ROD Sri �t- TO 0.5 FEET EAST OF LINE IP IRON PIPE N .- o0 INST. INSTRUMENT NUMBER, DESCHUTES COUNTY OFFICIAL RECORDS w `D PP PARTITION PLAT, DESCHUTES COUNTY OFFICIAL RECORDS T 3 OCRR OREGON CORNER RESTORATION RECORD Z00 r' DTL SEE DETAIL ON THIS SHEET 0 p 0 oN PREPARED FOR LENNAR NORTHWEST, LLC. 11807 NE 99TH STREET, SUITE 1170 VANCOUVER, WA 98682 lI SCALE: 1"=100 FEET """!W%iiii 100 0 20 50 100 DESCHUTES COUNTY SURVEYOR oa 26 Zo2� By• !h 2�Z y/Loz6 REGISTERED PROFESSIONAL LAND SURVEYOR �f/ OREGON MAY 11, 2021 JACOB ALLEN CARSON 94570PLS RENEWS: 12 1 27 FENCE ONLINE � CN rn INST. � 2014-08643 m N G ta.Z �y \�N \.4� SEE SHEET 3 FENCE OF CONVENIENCE RECORD OF SURVEY A TRACT OF LAND LOCATED IN THE THE SW 1/4 OF THE SE 1/4 OF Ai' ° SHEET 2 OF 4 SECTION 32, TOWNSHIP 14 SOUTH, RANGE 13 EAST, AND A PORTION OF JOB NAME: HIGH DESERT AKS ENGINEERING do FORESTRY, LLC GOVERNMENT LOT 2 OF SECTION 5, TOWNSHIP 15 SOUTH, RANGE 13 EAST B2777 END, OR gDRo3 TE 150 JOB NUMBER: 9452-01 541.317.8429 WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON DRAWN BY: PDF JAC WWW•AKS-ENG.00M FEBRUARY 23, 2026 CHECKED BY: JAC PDF ENGINEERING •SURVEYING •NATURAL RESOURCES DRAWING NO.: 9452-01 ROS FORESTRY •PLANNING •LANDSCAPE ARCHITECTURE 21706 W ^ � 00 T Lo FENCE VARIES FROM ONLINE coca TO 0.5 FEET EAST OF LINE SEE SHEET 2 z 3 FENCE ONLINE co �p �p C) cn FOUND NAIL W/BRASS TAG Cl L--44.0-5 INSCRIBED "HWA" PER R20; HELD (37.76)R11 o �, (37.78')R12,R16,R18,R20 (30.00')R20 (30.00')R20 FENCE OF CONVENIENCE M � N89 35 55 W 19.13 (431.68)R11 37.84' 30.00' 30.00, FENCE ONLINE "� • (N89'51'23"W 431.60')R16 (12.41')R20 (39.93')R20 (86.44')R20 (60.00')R20(60.00')R21(52.00')R21(52.00')R21 (58.79')R21 (139.64')R21 NW UPAS AVENUE o _ " > N89 5108 W 431.65 12.47 0 39.83 86.44 60.00rLTt 60.04 52.00 ON 52.03 58.74 es 139.64 N89'35'55"W 2640.33' j , �`l� " F- N89*51'08"W 886.709 INST. 2021-9497 h�o ��ti 4� ���ti �o DRY CANYON, w o o - ��p �� ,`�,c� PHASE 2 NORTH" N' (N89'48'00"W 886.49')R11 o w AREA— 41.48 ACRES± o '� �1 � 105 Z 0) 106 107 108 109 110 ill to cfl 1.01 �'��'1`.tio +�`L ��� •5�1 104 30.00' 30.00' "DRY CANYON, PHASE 3 NORTH" t M (1.03 )R20 `� ��'600 ','DO 103 PC o DTL do , co ��o�,��4 _ _ _ _ _ Z 102 NW UPAS WAY -'10 \ 30.0030.00' (20.41)R20 101 20.46' $39*07"09"W 120.09' (1.37')R18,R201.33' 100 (S39'09'27-W 120.05')Ri 1,R12 o DTL "coMMO (S39'05'45"W 120.05')R16,R18,R20 i (23.58')R20 23.5811�0 � �� ABBREVIATIONS CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD Cl 746.86' 3'24'59" 44.53' N14'05'48"W 44.53' C2 716.86' 49'44'52" 622.42' N24'16'05"W 603.06' (239.73')R11 (N89'50'06"W 240.04')R13 (N89'49'13"W 240.31')R15 ) LEGEND. X 240.13' o • SET 5/8" IR W/YPC INSCRIBED "AKS ENGR." 191 FOUND 5/8" IR; PER R6; HELD VOLUME 293, PAGE 861, El FOUND 1/2" IP; PER R12; HELD DESCHUTES COUNTY DEED RECORDS FOUND 5/8" IR W/YPC INSCRIBED '°HWA"; PER R17; HELD 0 FOUND 5/8" IR W/YPC INSCRIBED 'HWA"; PER R20; HELD 12 A FOUND 5/8" IR W/YPC INSCRIBED "HWA"; PER R21; HELD Q FOUND MONUMENT AS NOTED SURVEYOR'S NARRATIVE THE NORTH LINE OF "DRY CANYON, PHASE 2 NORTH" AND "DRY CANYON, PHASE 3 NORTH", COINCIDENT NTH THE SECTION LINE BETWEEN SECTION 32, TOWNSHIP 14 SOUTH, RANGE 13 EAST, AND SECTION 5, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS ALONG SAID LINE. 6�1��16�W W/YPC WITH A YELLOW PLASTIC CAP THE NORTHWEST LINE OF "DRY CANYON, PHASE 2 NORTH" WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS ALONG SAID LINE. NLu IR IRON ROD cr) IP IRON PIPE SEE SHEET 4 FOR NW NORTHWEST WAY SURVEYOR'S NARRATIVE. INST. INSTRUMENT NUMBER, DESCHUTES COUNTY OFFICIAL RECORDS PC POINT OF CURVATURE i 68 I ROW RIGHT-OF-WAY DEDICATION REFERENCES, o N DTL SEE DETAIL ON THIS SHEET a ( )R1 RECORD INFORMATION PER SURVEY, BY THOMAS H. BURTON, DATED AUGUST 27, 1966, AS COUNTY SURVEY 00413 cq co ( )R2 RECORD INFORMATION PER MINOR LAND PARTITION MP-85-12, BY B. OSBURN SHAW, DATED AUGUST 16, 1986, AS COUNTY SURVEY 00944 t- ( a; ( )R3 RECORD INFORMATION PER MINOR LAND PARTITION MP-84-05, BY ROBERT R. POVEY, FILED MAY 22, 1984, AS COUNTY SURVEY 00945 wcf) w ( 'e' ( )R4 RECORD INFORMATION PER SURVEY, BY ELITHORPE G. MANSFIELD, DATED SEPTEMBER 20, 1972, AS COUNTY SURVEY 04926 N H o ( )R5 RECORD INFORMATION PER SURVEY, BY ELITHORPE G. MANSFIELD, DATED MARCH 7, 1974, AS COUNTY SURVEY 04927 C' O Z SCALE. 1 =100 FEET O R6 RECORD INFORMATION PER SURVEY BY GEORGE J. COOK DATED JULY 27 1971 AS COUNTY SURVEY 04953 z I INST. ( )R7 RECORD INFORMATION PER PLAT OF "RIMROCK WEST ESTATES", BY GEORGE J. COOK, RECORDED SEPTEMBER 7, 1971, FILED AS COUNTY SURVEY 09299 z (1.03)R20 2021-9497 ( )R8 RECORD INFORMATION PER PLAT OF "RIMROCK WEST ESTATES - REPLAT", BY GEORGE J. COOK, RECORDED APRIL 17, 1973, FILED AS COUNTY SURVEY 09300 -•-►� 20.00' ROW 100 0 20 50 100 1.01' 101 ( )R9 RECORD INFORMATION PER MINOR LAND PARTITION MP-91-18, BY ROBERT R. POVEY, RECORDED DECEMBER 20, 1993, FILED AS COUNTY SURVEY 11708 PER R20 "DRY CANYON, ( )R10 RECORD INFORMATION PER SURVEY, BY DOYLE R. GILLILAND, FILED SEPTEMBER 14, 2000, AS COUNTY SURVEY 14178 30.00' .4 , 1 z/Z y1 ZvZ� 100 PHASE 2 NORTH" ( )R11 RECORD INFORMATION PER SURVEY, BY DOYLE R. GILLILAND, FILED OCTOBER 25, 2002, AS COUNTY SURVEY 15147 rt30.00 MONUMENT ( )R12 RECORD INFORMATION .PER MINOR LAND PARTITION, BY ROBERT R. POVEY, FILED NOVEMBER 13, 2003, AS COUNTY .SURVEY 15618 co REGISTERED DETAIL ( )R13 RECORD INFORMATION PER SURVEY, BY WILLIAM G. BAHRKE, FILED JULY 21, 2005, AS COUNTY SURVEY 16511 o Flo PROFESSIONAL LAND SURVEYOR 1 =10 ( )R14 RECORD INFORMATION PER MINOR LAND PARTITION MP-07-04, BY ROBERT R. POVEY, RECORDED DECEMBER 14, 2007, FILED AS COUNTY SURVEY 17595 I "DRY CANYON, ( )R15 RECORD INFORMATION PER SURVEY, BY SCOTT D. MONTGOMERY, FILED JULY 19, 2016, AS COUNTY SURVEY 19153 PHASE 1 NORTH" ' { )R16 RECORD INFORMATION PER SURVEY, BY PATRICK GAGE COLE, FILED MARCH 14, 2019, AS COUNTY SURVEY 19894 z EG011, INST. 2021-9497 { )R17 RECORD INFORMATION PER PLAT OF "DRY CANYON, PHASE 1 NORTH", BY PATRICK GAGE COLE, RECORDED JANUARY 30, 2020, FILED AS COUNTY SURVEY 20123 ' 021 67 ALIEN CARBON EJAC08 (i.37 )R18,R20 "DRY CANYON ( ) R18 RECORD INFORMATION PER SURVEY, BY PATRICK GAGE COLE, FILED OCTOBER 27, 2021, AS COUNTY SURVEY 20649 co 4570PLS RENEWS: 12 31 27 1.33 PHASE 2 NORTH" " coyMaN R19 RECORD INFORMATION PER SURVEY, BY ANDREW N. HUSTON, FILED NOVEMBER 23, 2021, AS COUNTY SURVEY 20668 Bry ( )R20 RECORD INFORMATION PER PLAT OF "DRY CANYON, PHASE 2 NORTH", BY PATRICK GAGE COLE, RECORDED SEPTEMBER 12, 2022, FILED AS COUNTY SURVEY 20913 68 ( )R21 RECORD INFORMATION PER PLAT OF "DRY CANYON, PHASE 3 NORTH", BY PATRICK GAGE COLE, RECORDED JULY 31, 2023, FILED AS COUNTY SURVEY 21127 ' a; � MONUMENT DETAIL ( )R22 RECORD INFORMATION PER MAP OF REDMOND-NORTHWEST ROAD, BY ROBERT B. GOULD, DATED 1925, ON FILE WITH THE DESCHUTES COUNTY SURVEYOR AS RD01499 I co W 1"=10' ( )R23 RECORD INFORMATION PER PLAN OF NORTHWEST MARKET ROAD, ON FILE WITH THE DESCHUTES COUNTY SURVEYOR AS RD01652 a, r- co d- 00 z RECORD 0 F SURVEY DESCHUTES COUNTY SURVEYOR i 20.00' ROW 2 Zto 2Dv By6 �0 6d /� PER tt" A TRACT OF LAND LOCATED IN THE THE SW 1/4 OF THE SE 1/4 OF =--- SHEET 3 OF 4 PREPARED FOR SECTION 32, TOWNSHIP 14 SOUTH, RANGE 13 EAST, AND A PORTION OF JOB NAME: HIGH DESERT AKS ENGINEERING do FORESTRY, LLC ! � „$o NE"99m s��T Ts��`,�. „7o GOVERNMENT LOT 2 OF SECTION 5, TOWNSHIP 15 SOUTH, RANGE 13 EAST,JOB NUMBER: 9452-01 END, OR 97�703 � �50 VANCOUVER, WA 98682 541.317.8429 � WILLAMETTE MERIDIAN, DESCHUTES COUNTY OREGON DRAWN BY: PDF JAC WWW•AKS-ENG.COM FEBRUARY 23, 2026 CHECKED BY: JAC PDF ENGINEERING •SURVEYING •NATURAL RESOURCES CS 217os NW NORTHWEST WAY SURVEYOR'S NARRATIVE C.W. EHRET ROAD WAS ESTABLISHED ON NOVEMBER 3, 1910, AS RECORDED IN CROOK COUNTY COMMISSIONERS' JOURNAL 4, PAGE 415, WITH A STATUTORY WIDTH OF 60.00 FEET. THIS WIDTH IS ALSO SHOWN ON ROAD DOCUMENT NO. RD00276, ON FILE WITH THE DESCHUTES COUNTY SURVEYOR. ROAD DOCUMENT NO. RD00277, ON FILE WITH THE DESCHUTES COUNTY SURVEYOR, DESCRIBES THE ROAD CENTERLINE AS FOLLOWS: "THENCE WEST ON SECTION LINE 1 /2 MILE ON SECTION BETWEEN 5 AND 8; THENCE NORTH 1 MILE TO SECTION LINE BETWEEN 5 AND 32; THENCE WEST 1/4 MILE." THIS SURVEY HELD THE DESCRIBED NORTH COURSE AS BEING ALONG THE ESTABLISHED CENTER SECTION LINE OF SECTION 5, FROM THE FOUND CENTER 1/4 CORNER OF SECTION 5 TO THE FOUND 1/4 CORNER COMMON TO SECTIONS 5 AND 32. THIS SURVEY FURTHER HELD THE DESCRIBED WEST 1/4 MILE COURSE AS BEING ALONG THE ESTABLISHED SECTION LINE BETWEEN SECTIONS 5 AND 32, FROM THE FOUND 1/4 CORNER COMMON TO SAID SECTIONS. THE NORTH COURSE IS NOW IDENTIFIED AS NW NORTHWEST WAY, WITH THE EAST AND WEST RIGHT-OF-WAY LINES ESTABLISHED TO BE PARALLEL WITH, AND 30.00 FEET EAST AND WEST FROM, THE ESTABLISHED CENTERLINE. FOUND 1" STEEL ROD; PER R23; THE WEST 1/4 MILE COURSE IS NOW IDENTIFIED AS NW UPAS AVENUE, WITH THE NORTH AND SOUTH RIGHT-OF-WAY LINES ESTABLISHED TO BE PARALLEL WITH, AND 30.00 FEET NORTH AND SOUTH FROM, THE ESTABLISHED BEARS N00'15'47"E 13.19' (13.19')R23 o CENTERLINE. FROM FOUND MONUMENT SET PER R22 0 •� REDMOND-NORTHWEST ROAD WAS ESTABLISHED ON SEPTEMBER 12, 1925, AS RECORDED IN DESCHUTES COUNTY COMMISSIONERS JOURNAL 2, PAGE 30, WITH A RIGHT-OF-WAY WIDTH OF 60.00 FEET. THE CENTERLINE OF FOUND 1" STEEL ROD; PER R22; HELD FOR PI \ SAID RIGHT-OF-WAY WAS MAPPED BY ROBERT B. GOULD IN 1925, AND IS FILED NTH THE DESCHUTES COUNTY SURVEYOR AS ROAD DOCUMENT NO. RD01499. FOR THE SOUTHERLY TANGENT OF THE CENTERLINE, THIS SURVEY HELD THE TANGENT WITH A RECORD BEARING OF NORTH 00.43' EAST, COINCIDENT WITH THE ESTABLISHED CENTER SECTION LINE OF SECTION 5, FROM THE FOUND MONUMENT AT THE CENTER 1/4 CORNER OF SECTION 5 TO THE FOUND MONUMENT AT THE NORTH 1/4 CORNER COMMON TO SECTIONS 5 AND 32. \ FOR THE NORTHWESTERLY TANGENT OF THE CENTERLINE, THIS SURVEY ESTABLISHED THE TANGENT WITH A RECORD BEARING OF NORTH 49.03' WEST, FROM FOUND 1-INCH STEEL BARS SET PER RD01499 AT THE RECORDED POINTS OF INTERSECTION. TO ESTABLISH THE POINT OF INTERSECTION OF SAID TANGENTS, THIS SURVEY EXTENDED THE ESTABLISHED SOUTHERLY TANGENT NORTHERLY TO INTERSECT THE ESTABLISHED NORTHWESTERLY TANGENT. THE INTERSECTION WAS FOUND TO BEAR NORTH 49'08'31" WEST, 0.46 FEET FROM A FOUND 1-INCH STEEL BAR MONUMENT AT THE RECORD POINT OF INTERSECTION. FOR THE CURVE BETWEEN THE ABOVE -DESCRIBED TANGENTS, THIS SURVEY HELD THE RECORD CORD DEFINITION OF 8% PER RD01499, CORRESPONDING TO A RADIUS OF 716.86 FEET. REDMOND-NORTHWEST ROAD IS NOW IDENTIFIED AS NW NORTHWEST WAY, WITH THE EAST, SOUTHEAST, WEST, AND NORTHWEST RIGHT-OF-WAY LINES ESTABLISHED TO BE PARALLEL WITH, AND 30.00 FEET DISTANT FROM, THE ESTABLISHED CENTERLINE. DRY CANYON, PHASE 1 NORTH AND DRY CANYON, PHASE 2 NORTH DEDICATED AN ADDITIONAL 20.00 FEET ALONG THE EAST RIGHT-OF-WAY LINE OF NW NORTHWEST WAY. THIS SURVEY ESTABLISHED THE EASTERLY LINE OF SAID DEDICATION FROM THE FOUND MONUMENTS ALONG SAID LINE. 9. !y9 ,tip N CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD Cl 746.86' 3'24'59" 44.53' N14'05'48"W 44.53' C2 716.86' 49'4452" 622.42' N24'16'05"W 603.06' PT 6 Fs\ ` FO SCALE: 1 "=100 FEET Ai I 0A\ 100 0 20 50 100 C PREPARED FOR LENNAR NORTHWEST, LLC. N 11807 NE 99TH STREET, SUITE 1170 0 VANCOUVER, WA 98682 0 NW UPAS AVENUE - - - ---6 N89'35'55"W 2640.33' -� cl r PC - RECORD OF SURVEY 30.00 A TRACT OF LAND LOCATED IN THE THE SW 1/4 Of THE SE 1/4 OF SECTION 32, TOWNSHIP 14 SOUTH, RANGE 13 EAST, AND A PORTION OF GOVERNMENT LOT 2 OF SECTION 5, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON FEBRUARY 23, 2026 3000" NI c� Lo to �r c'j N pp Lo M N O O z, SEE SHEET 2 LEGEND • SET 5/8' IR W/1PC INSCRIBED 'AKS ENGR.' 0 FOUND 5/8'IR WJ1PC INSCRIBED "HWA'; PER R20; HELD p FOUND MONUMENT AS NOTED DESCHUTES COUNTY SURVEYOR FILED oz 6 2ozG BY.- r FOUND 1" STEEL ROD; PER R23; p BEARS N00'44'36"E 13.09' (13.09')R23 ABBREVIATIONS FROM FOUND FOUND MONUMENT SET PER R22 W/YPC WITH A YELLOW PLASTIC -CAP —FOUND 1" STEEL ROD; PER R22; BEARS IR IRON ROD S49'08'31 "E 0.46' FROM THE ESTABLISHED PI (N00'43'E 194.4)R22 INST. INSTRUMENT NUMBER, DESCHUTES COUNTY OFFICIAL RECORDS N00'36'21 "E 194.46' 1 /4 CORNER TO ESTABLISHED PI PT POINT OF TANGENCY I L=44.53' 89035'55*W 19.13' r-u POINT OF CURVATURE PI POINT OF INTERSECTION MON MONUMENT w w STA STATION cn ROW RIGHT-OF-WAY DEDICATION W w cn INST. 2021-9497 AREA= 41.48 ACRES± 101 100 ry�OMMO N B" 68 "DRY CANYON, PHASE 2 NORTH" 20.00' ROW r PER R20 an 30.00' i 2/Zy/2o zw REGISTERED PROFESSIONAL LAND SURVEYOR FMA EG N Y 11, 2021 ALLEN CARBON 4570P1S RENEWS: 12/31/27 SHEET 4 OF 4 A CS 21 7os