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HomeMy WebLinkAboutSurvey 21133DECLARATION KNOW ALL MEN BY THESE PRESENTS, THAT DAVID BRANDT, EXECUTIVE DIRECTOR, CENTRAL OREGON REGIONAL HOUSING AUTHORITY DBA HOUSING WORKS, AS THE OWNER OF THE LAND SHOWN ON THE SUBJOINED MAP HAVE CAUSED SAID LAND TO BE SURVEYED AND PLATTED INTO 2 PARCELS AS SHOWN, AND DOES HEREBY DEDICATE TO THE PUBLIC FOREVER, FOR ROAD AND UTILITY PURPOSES, THE PUBLIC STREET RIGHT OF WAY, AS SHOWN HEREON, AND DO HEREBY ACCEPT ALL EXISTING EASEMENTS AS SHOWN OR NOTED, AND DO HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PARTITION PLAT. 2,7 DAVID BRANDT DATE EXECUTIVE DIRECTOR, CENTRAL OREGON REGIONAL HOUSING AUTHORITY DBA HOUSING WORKS STATE OF OREGON ) DC-s CHA ?E" S COUNTY OF ) ON THIS Z 7 to DAY OF JR LY 2023, BEFORE ME A NOTARY PUBLIC IN AND FOR THE STATE OF OREGON, PERSONALLY APPEARED DAVID BRANDT, EXECUTIVE DIRECTOR FOR CENTRAL OREGON REGIONAL HOUSING AUTHORITY DBA HOUSING WORKS, PERSONALLY KNOWN TO ME OR PROVED TO ME BY SATISFACTORY EVIDENCE TO BE THE IDENTICAL PERSON DESCRIBED HEREIN, WHO EXECUTED THE FOREGOING DECLARATION AND ACKNOWLEDGED TO ME THAT HE DID SO FREELY AND VOLUNTARILY FOR THE PURPOSE THEREIN NAMED, SUBSCRIBED AND SWORN BEFORE ME THIS o? 7' DAY OF 2023 2 NOTARY SIGNATURE: r L2l'�^%�:�� NOTARY NAME (PRINT): ;P/W E144 A. ?EAIAIAN % NOTARY PUBLIC, STATE OF OREGON COMMISSION NO. MY COMMISSION EXPIRES: ju Ly 20 ZCv PARTITION PLAT NO. 9695OV/1 CITY OF BEND DEVELOPMENT AGREEMENT FILE NO. PLRPDA20220926 LOCATED IN THE SOUTH 1 /2 NW 1 /4 OF SECTION 6, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OREGON SURVEYOR'S CERTIFICATE: 1, DIRK P. DURYEE, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT I OR THOSE UNDER MY DIRECT SUPERVISION, HAVE CORRECTLY SURVEYED AND MARKED WITH LEGAL MONUMENTS THAT LAND REPRESENTED ON THIS PARTITION PLAT, AND FURTHER CERTIFY THAT SAID LAND WAS SURVEYED IN CONFORMANCE WITH THE OREGON REVISED STATUES AND THE RULES OF COMMON LAW, SAID PLAT IS LOCATED IN THE SOUTH ONE-HALF OF THE NORTHWEST ONE -QUARTER OF SECTION 6, TOWNSHIP 18 SOUTH, RANGE 12 EAST, OF THE WILLAMETTE MERIDIAN, IN THE CITY OF BEND, DESCHUTES COUNTY, OREGON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INITIAL POINT AT THE NORTH ONE -SIXTEENTH CORNER, SAID POINT BEING MARKED BY A 5/8" IRON ROD WITH 2" ALUMINUM CAP STAMPED "DESCHUTES COUNTY PUBLIC WORKS LS 1031 ", THENCE SOUTH 89'30'31" EAST 927.71 FEET TO THE WESTERLY RIGHT OF WAY LINE OF 18TH STREET; THENCE ALONG SAID RIGHT OF WAY LINE SOUTH 00'3347" WEST 158.27 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF SIMPSON AVENUE; THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE NORTH 89032'13" WEST 928.27 FEET TO A POINT ON THE WEST LINE OF SECTION 6; THENCE LEAVING SAID NORTHERLY RIGHT OF WAY LINE AND ALONG THE WEST LINE OF SECTION 6, NORTH 00'45'53" EAST 158.73 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: COMMENCING AT THE INITIAL POINT, THENCE SOUTH 89'30'31" EAST 987.71 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF 18TH STREET AND THE POINT OF BEGINNING; THENCE LEAVING SAID EASTERLY RIGHT OF WAY LINE OF 18TH STREET SOUTH 89'30'31" EAST 759.33 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF 17TH STREET; THENCE ALONG SAID WESTERLY RIGHT OF WAY LINE SOUTH 00022'08" EAST 156.16 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF SIMPSON AVENUE; THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE 69.57 FEET ALONG THE ARC OF A 1233.24 FOOT RADIUS NON -TANGENT CURVE RIGHT, THE CHORD OF WHICH BEARS SOUTH 88652'41" WEST 69.56 FEET; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT OF WAY LINE NORTH 89'31'14" WEST 692.33 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF 18TH STREET; THENCE ALONG SAID EASTERLY RIGHT OF WAY LINE NORTH 00'33'30" EAST 158.25 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: COMMENCING AT THE INITIAL POINT, THENCE SOUTH 89030'31" EAST 1807.12 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF 17TH STREET; THENCE LEAVING SAID RIGHT OF WAY SOUTH 8903031" EAST 363.59 FEET; THENCE SOUTH 43'16'24" EAST 65.55 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF SIMPSON AVENUE; THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE SOUTH 72'2855" WEST 164.83 FEET; THENCE 255.94 FEET ALONG THE ARC OF A 1233.24 FOOT RADIUS CURVE RIGHT, THE CHORD OF WHICH BEARS SOUTH 78'31'13" WEST 255.49 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF 17TH STREET; THENCE ALONG SAID EASTERLY RIGHT OF WAY LINE NORTH 00'21'30" WEST 151.31 FEET TO THE POINT OF BEGINNING. CONTAINING 7.11 ACRES, MORE OR LESS. RENEWS. 12/31 /23 Deschutes County Official Records Steve Dennison, County Clerk 2023-19109 �kS � 01490231202300191090050051 ........ __._.__..... D-PP Cnt=1 Pgs=5 Stn=1 08/03/2023 01:15 PM $25.00 $11.00 $61.00 $10.00 $6.00 $113.00 ovlrYSURVEY04- ' DESCHUTC FILEM 0 s d4 23 c° 11=_ h S APPROVALS Poz� - DE PcaT Y S/oz / zoz3 DESCHUTES COUNTY SURVEYOR DATE T:eA,�,c -iz,raA,_e_ -113 t IU2,?> CITY OF BEND PLANNING DIRECTOR DATE ©W • .-M G14EER 71ZSs( ZoZ3 DATE SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF BEND OF ANY DEDICATION MADE HEREON TO THE PUBLIC DESCHUTES COUNTY C6MMISSIQNERS 'Z�3 2-021 ATE ASSESSOR'S CERTIFICATE: I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, ASSESSMENTS, FEES AND OTHER CHARGES REQUIRED BY LAW TO BE PLACED ON THE 2023-2024 TAX ROLLS WHICH BECAME A LIEN OR WILL BECOME A LIEN ON THIS PLAT DURING THIS TAX YEAR, BUT NOT YET CERTIFIED TO THE TAX COLLECTOR FOR COLLECTION, HAVE BEEN PAID TO ME: 8 .2 2 3 DESCHUTE COON TAX SSESSOR DA E I CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE: ;e_ '0(� )?11444 W141C 2/23 DESCHUTES COUNTY TAX COLLECTOR STATEMENT OF WATER RIGHTS: THE SUBJECT PROPERTY DOES NOT FALL WITHIN AN IRRIGATION DISTRICT AND THERE ARE NO WATER RIGHTS ASSOCIATED NTH THIS PARCEL. SHEET INDEX: SHEET 1: DECLARATION AND APPROVALS SHEET 2: SURVEYOR'S NARRTIVE, EASEMENT NOTES & QUANTITIES SHEET 3: OVERALL PROPERTY, LEGEND, MONUMENT & CURVE_ TABLES SHEET 4: PARCEL 1 DETAILS AND DIMENSIONS SHEET 5: PARCEL 2 DETAILS AND DIMENSIONS CS 21133 PARTITION PLAT NO.-01PA3* CITY OF BEND DEVELOPMENT AGREEMENT FILE NO. PLRPDA20220926 LOCATED IN THE SOUTH 1 /2 NW 1 /4 OF SECTION 6, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OREGON SURVEYOR'S NARRATIVE: THE PURPOSE OF THIS SURVEY IS TO PARTITION THE SUBJECT PROPERTY INTO 2 PARCELS AS SHOWN. THE PROPERTY WAS CONVEYED TO CENTRAL OREGON REGIONAL HOUSING AUTHORITY DBA HOUSING WORKS PER DEED RECORDED JUNE 23, 2023 IN BOOK 2023, PAGE 15007, DESCHUTES COUNTY OFFICIAL RECORDS. WE FOUND AND HELD THE 3" BRASS CAP, MONUMENT NO. 1 AT THE 1 /4 CORNER COMMON TO SECTIONS 1 AND 6 AND THE FOUND 2" ALUMINUM CAP, MONUMENT NO. 2 AT THE N 1 /16TH CORNER FOR THE WEST LINE OF THE SUBJECT PROPERTY. WE HELD THE RECORD DISTANCE OF 35.16 FEET FROM THE FOUND MONUMENT NO. 3 PER (R4) TO ESTABLISH THE SW CORNER OF THE SUBJECT PROPERTY. WE HELD THIS CALCULATED POSITION AND OTHER MONUMENTS FOUND ALONG THE NORTHERLY RIGHT OF WAY OF SIMPSON AVENUE FOR THE SOUTH LINE OF SUBJECT PROPERTY AS SHOWN. WE HELD THE FOUND 2" ALUMINUM CAP AT THE N 1 /16TH CORNER MONUMENT NO. 2 AND MONUMENT NO. 12 FOR THE NORTH LINE OF THE SUBJECT PROPERTY. THE NORTHEAST CORNER OF PARCEL 1 WAS ESTABLISHED BY HOLDING 60.00 FEET FOR RIGHT OF WAY FROM THE FOUND MONUMENT NO. 8 AT THE NORTHWEST CORNER OF PARCEL 2. FOR THE EASTERLY RIGHT OF WAY LINE 17TH STREET WE A LINE FROM A FOUND 2" ALUMINUM CAP, MONUMENT NO. 16 ALONG THE NORTHERLY RIGHT OF WAY OF SIMPSON AVENUE AND FOUND MONUMENT NO. 10. WE HELD MONUMENT NO. 10 FOR LINE ONLY AS IT FELL 1.19 FEET NORTH OF THE SUBJECT PROPERTY. WE FOUND AND HELD A LINE FROM THE 2 FOUND MONUMENTS NO. 13 AND NO. 14 ALONG THE TANGENT LINE ALONG THE NORTHERLY RIGHT OF WAY LINE OF SIMPSON AVENUE. WE EXTENDED THIS LINE THE RECORD DISTANCE OF 164.83 FEET TO ESTABLISH THE POINT OF CURVATURE. WE FOUND A 2" ALUMINUM CAP STAMPED "DCPW LS 1031" PER (R1) N61'40'11 "W 0.50' FROM OUR CALCULATED POSITION AND WAS NOT HELD. WE HELD THIS CALCULATED POINT OF CURVATURE, FOUND MONUMENT NO. 18 AND THE RECORD RADIUS FOR THE CURVE ALONG THE NORTHERLY RIGHT OF WAY OF SIMPSON AVENUE. IN (R1) W.C. KAUFMANN PREPARED A SURVEY FOR THE DESCHUTES COUNTY PUBLIC WORKS DEPARTMENT. IN (R1) MONUMENTS WERE FOUND OR SET MONUMENTING THE RIGHT OF WAY OF SW SIMPSON AVENUE. THE EXISTING NORTHERLY RIGHT OF WAY LINE ALONG THE SUBJECT PROPERTY IS 40.00 FEET FROM CENTERLINE AND INCREASES IN WIDTH AT THE EASTERN PORTION OF THE SUBJECT PROPERTY. THE INCREASE IN RIGHT OF WAY BEGINS AT FOUND MONUMENT NO. 15 AND INCREASES TO THE EAST BEYOND THE SUBJECT PROPERTY. THE INTENT OF THIS SURVEY IS TO DEDICATE AN ADDITIONAL 10.00 FEET OF RIGHT OF WAY ALONG THE EXISTING 40.00 FOOT RIGHT OF WAY AND/OR 50.00 FEET FROM THE CENTERLINE OF SW SIMPSON AVENUE. TO ESTABLISH A 40.00 FOOT RIGHT OF WAY EAST OF MONUMENT NO. 15 WE HELD THE NORTHING AND EASTING OF POINT NO. 225 LOCATED ALONG THE SOUTHERLY RIGHT OF WAY OF SW SIMPSON AVENUE AS NOTED ON SURVEYS (R9) AND (R10). POINT NO. 225 AS NOTED ON (R9) AND (R10) NOTES THIS LOCATION TO BE STATION 54+73.82 WITH AN OFFSET OF 40.12 FROM THE ROAD CENTERLINE. WE CALCULATED A LINE FROM FOUND MONUMENT NO. 15 AND 80.12 FEET FROM THE CALCULATED POSITION OF POINT NO. 225 PER (R9) AND (R10) AS SHOWN. WE OFFSET THIS LINE 10 FEET FOR A NEW ROAD DEDICATION LINE FOR SW SIMPSON AVENUE AS SHWON. BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE ORGN BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH SP80 SPECTRA PRECISION GPS. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE DESCHUTES 13 TRANSFORMATION USES A MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29. EASEMENTS & EMCUMBRANCES: THE PROPERTY IS SUBJECT TO THE FOLLOWING: FILED Os ZOZ3 : C0 Ili* ns RESERVATION TO MINE PUMICE, INCLUDING THE TERMS AND PROVISIONS CONTAINED THEREIN, AND AGREEMENTS, IN DEED FROM WILLIAM E. MILLER AND CONSTANCE MILLER, HUSBAND AND WIFE, RECORDED JUNE 8, 1979, IN VOLUME 300, PAGE 688, DESCHUTES COUNTY OFFICIAL RECORDS. THIS RESERVATION IS A PERPETUAL RIGHT TO MINE PUMICE WITHOUT ROYALTY AS LONG AS THE PROPERTY IS USED AS LANDFILL OPERATION OR FOR THE SALE OF FILL MATERIAL. (NOT A SURVEY MATTER) AGREEMENT CONTAINED IN STATUTORY WARRANTY DEED RECORDED JUNE 8, 1979, IN VOLUME 300, PAGE 688, DESCHUTES COUNTY OFFICIAL RECORDS. AGREEMENT PERTAINS TO THE RIGHT TO MINE PUMICE WITHOUT ROYALTY AS LONG AS PROPERTY IS USED AS A LANDFILL OPERATION OR FOR THE SALE OF FILL MATERIAL. THE SUBJECT PROPERTY FALLS WITHIN A PORTION OF THE PROPERTY DESCRIBED IN SAID DEED. (NOT A SURVEY MATTER). AN EASEMENT FOR ROADWAY PURPOSES INCLUDING THE TERMS AND PROVISIONS THEREOF, AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED THEREIN AS SET FORTH IN INSTRUMENT RECORDED OCTOBER 22, 1986, IN VOLUME 134, PAGE 2739, DESCHUTES COUNTY OFFICIAL RECORDS. (EASEMENT IS SHOWN ON SHEET 5) AN EASEMENT FOR SLOPES INCLUDING THE TERMS AND PROVISIONS THEREOF, AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATE THEREIN AS SET FORTH IN INSTRUMENT GRANTED TO THE CITY OF BEND, RECORDED MAY 16, 2012 IN BOOK 2012, PAGE 18732. (THIS EASEMENT FALLS WITHIN THE AREA OF NEW ROAD DEDICATION PER THIS PARTITION PLAT AND A RELEASE OF EASEMENT HAS BEEN RECORDED JULY 24, 2023, IN BOOK 2023, PAGE 18097, DESCHUTES COUNTY OFFICIAL RECORDS AND THEREFORE NOT SHOWN). QUANTITIES: ROADS: 0.44 ACRES PARCEL 1: 3.16 ACRES PARCEL 2: 3.51 ACRES TOTAL: 7.11 ACRES RENEWS: 12/31 /23 13 N _& w cis CS 2 1 133- SCALE: 1 "=200' 1 1 � � � I I INITIAL POINT N 1 /16TH CORNER 5/8" IRON ROD WITH 2" ALUMINUM CAP PER (R1) (000 M I I _J L_ PARTITION PLAT NO. CITY OF BEND DEVELOPMENT AGREEMENT FILE NO. PLRPDA20220926 LOCATED IN THE SOUTH 1 /2 NW 1 /4 OF SECTION 6, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OREGON 927.71' PARCEL 1 II w00-1 00S� -S89'30133"E 2170.68' (R3) - r- S89-39'34"E (R1) - I I I I ` (n n I S89 *30'3 � "E 21i70.71'I I In 60.00' S00033'47"W- 158.27' N00033'30"E 759.33'S00'22'08"E 158.25' PARCEL 2 156.16' N89'32'13"W 928.27' _ 19 20 _ N89'31 14_W 692.33 _ OD re) cq SW SIMPSON AVENUE v ui uj 000� P7 NN 0 N1n 1 j ��MtN W to 3WWW.-.- tD W r SEE PARCEL DETAILS to to p) M U ON SHEETS 4 & 5 ,*�d'to 0000 0 1 /4 CORNER cnzzo Z z WI >i Q I C� U i Z I L w 1 IN 0 ix z l o 0 I pIo t= 1 Q ICI f�l I g I i MONUMENT AND REFERENCE TABLE NO. DESCRIPTION 1 FOUND 3" BRASS CAP STAMPED "PLS 1068 1 /4 DEA" PER (R2) 2 FOUND 5/8" IRON ROD WITH 2" ALUMINUM CAP STAMPED "DCPW LS 1031" PER (R1) 3 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "HWA" PER (R4) 4 FOUND 1 /2" IRON ROD, NO CAP, UP 10" PER (R5) 5 FOUND 5/8" IRON ROD, NO CAP, UP 6" PER (R5) 6 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "BAXTER SURVEYING" PER (R6) 7 FOUND 1 /2" IRON ROD, NO CAP PER (R5) 8 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "DEA INC." PER (R3) 9 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "DEA INC." PER (R3) 10 FOUND 5/8" IRON ROD, NO CAP PER (R7), LOCATION SHOWN EXAGGERATED, HELD FOR EAST RIGHT OF WAY LINE OF SW 17TH STREET, LIES 1.19' NORTH OF PROPERTY LINE 11 FOUND 2" ALUMINUM CAP STAMPED "DCPW LS 1031" PER (R1) 12 FOUND 2" ALUMINUM CAP STAMPED "DCPW LS 1031" PER (R1) 13 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "DEA INC." PER (R3) 14 FOUND 2" ALUMINUM CAP STAMPED "DCPW LS 1031" PER (R1) 15 FOUND 2" ALUMINUM CAP STAMPED "DCPW LS 1031" PER (R1) 16 FOUND 2" ALUMINUM CAP STAMPED "DCPW LS 1031" PER (R1) 17 FOUND 2" ALUMINUM CAP STAMPED "DCPW LS 1031" PER (R1) 18 FOUND 5/8" IRON ROD, NO CAP PER (R1) 19 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "DEA INC." PER (R3) 20 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "DEA INC." PER (R3) LEGEND FOUND MONUMENT, SEE DESCRIPTION IN MONUMENT TABLE FOUND 5/8" IRON ROD WITH 2" ALUMINUM CAP STAMPED "DCPW LS 1031" PER (R1) FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "DEA INC." PER (R3) 0 SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" (R1) SURVEY PREPARED BY DESCHUTES COUNTY PUBLIC WORKS DEPARTMENT, BY W.C. KAUFFMAN, PLS 1031, FILED 3-29-1989, CS03744 (R2) SURVEY BY DAVID BATEMAN, PLS 1068, FILED 3-5-1991, CS03360 (R3) SURVEY BY JERRY POWELL, PLS 1919, FILED 8-22-2008, CS17800 (R4) SURVEY BY DAVID WILLIAMS, PLS 2686, FILED 3-4-2013, CS18496 (R5) PLAT OF OVERTURF BUTTE BY GE!0RGE.';C¢LVIN, PLS 1020, RECORDED 7-10-1978, CS08712 (R6) SURVEY BY JAMES PERRY, PLS 2407, FILED 8-2-2021, CS20572 (R7) PLAT OF WESTPINE BY JAN WICK, PLS 1539, FILED 8-30-1978, CS10528 (R8) PROPERTY LINE ADJUSTMENT, BY ROBIN TYE, PLS 65719, FILED 3-19-2018, CS19605 (R9) SURVEY BY BRIAN COURSEN, PLS 86998, FILED 3-19-2021, CS20476 (R10) SURVEY BY BRIAN COURSEN, PLS 86998, FILED 4-21-2022, CS20797 363.59' '-N 60.08' 6 N00'21'30"W 151.319 SCHUSS U RV R lXD 08oqLZT3 �Y: Coll in s r . w w S43'16'24"E 65.55' 13 ,� S72'28'55W 164.83' RENEWS: 12/31 /23 CURVE TABLE CURVE LENGTH RADIUS TANGENT CH BEARING CH LENGTH DELTA Cl 385.70' 1233.24' 194.44' N81032'04"E 384.13' 17'55'09" C2 69.57' 1233.24' 34.79' N88"5241 "E 69.56' 3013'56" C3 60.18' 1233.24' 30.10' N85'51'50"E 60.18' 2'47'46" C4 160.64' 1233.24' 80.43' N80'44'03"E 160.53' 7'27'48" C5 95.30' 1233.24' 47.68' N74'47'19"E 95.28' 4'25'40" C6 160.07' 1223.24' 80.15' N80'40'29"E 159.95' 7029'51" C7 255.94' 1233.24' 128.43' N78'31'1 YE 255.49' 11'53'28" C8 69.42' 1223.24' 34.72' N88'52'06"E 69.41' 3-15'06" RECORD CURVE DATA CURVE LENGTH RADIUS CH BEARING CH LENGTH DELTA Cl (R3) 385.82' 1233.24' S81'30'45"W 384.24' 17'55'29" C2(R1) 69.59' 1233.24' 03014'00" C2(R3) 69.81' 1233.24' S88'51'12"W 69.80' 03*14'36* C3(R1) 60.14' 1233.24' 02'47'39" C3(R3) 60.14' 1233.24' S85'50'03"W 60.14' 02'47'39" C4(R1) 160.62' 1233.24' 07'27'45" C4(R3) 160.64' 1233.24' S80-42-19"W 160.53' 07'24'48" C5(R1) 95.11' 1233.24' 04'25'07" C5(R3) 95.21' 1233.24' S74'45'43"W 95.19' 04'25'25" too tQ 21133- SCALE: 1 "=50' i — — BLOCK 7 - OVERTURF 5 4 3 2 I I I I MONUMENT BEARS N89'40'38"E ( I I I 1 69.68' FROM N 1 /16TH CORNER, 0.99' NORTH OF PROPERTY LINE, NOT HELD N89'40'43"W 70.00' (R5) 0 0 uV w tf? 0W M r- W W M � to to N M 00 ll? �. loco O O z z Z PARTITION PLAT NO.—; P#X3a /3 CITY OF BEND DEVELOPMENT AGREEMENT FILE NO. PLRPDA20220926 LOCATED IN THE SOUTH 1 /2 NW 1 /4 OF SECTION 6, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCH U TES COUNTY, OREGON EDESCHUTES COUNTY '. YOR Fn_E 09 hz z -s By. �a F�El) 24 — — — — — l� ( 3 3 I 2 1 BLOCK 6 - OVERTURF ,OG 4 ( MONUMENT BEARS I I I MONUMENT BEARS S89'41'18"w S� � B ARS N89'1 0"W ( SE CORNER LOT �' FROM LYING I I I 491.98 FROM N 1 /6TH CORNER, SW F ORE / MONUMENT E 6 0 LYING 1.54' N OF PROPERTY — 164.93' FROM SE CORNER LOT ( 1.69' N OF PROPERTY LINE, NOT HELD, 1, LYING 0.70' N OF PROPERTY LINE, NOT HELD, I N89'40'43"W 492.11' (R5) // LINE, NOT HELD, N89'40'43"W I N89'40'43"W 75.00' (R5) IL 0 5 164.94' (R6) S89'30'31 "E 927.71' 60.00' S89-39-34"E (R1) I-S89030'31 "E S89'30'33"E 927.72' (R3) N89-40-43"W (R5) M W N M LJJ �' 00 00v Lo MLo PARCEL 1 N �' M cn 0 N 3.37 AC GROSS c6 3.16 AC NET00 co T P7 N p O 3� O N� 0 M w .., tp 10.00' RIGHT OF WAY O O V V) N o ;� 7 N 8.00' (MONUMENT TO MONUMENT) DEDICATION, 0.21 AC N � �� � S89 32 13 E 928.23 10.00' S89*31'47"E ------ 60.01' NOTE: THE PROPERTY CORNER FALLS WITHIN A UTILITY VAULT. A WITNESS w b S89'32'1 YE 928.27' N89.40-51 "W 20 19 R1) CORNER WAS SET N00'4553"E 2.00' o N89'31'34"W 928.24'(R3) FROM THE ACTUAL CORNER SW SIMPSON AVE 1* RENEWS: 12/31 /23 21133 PARTITION PLAT NO..AP#A3**/J CITY OF BEND DEVELOPMENT AGREEMENT FILE N0. PLRPDA20220926 LOCATED IN THE SOUTH 1/2 NW 1/4 OF SECTION 6, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OREGON SCALE: 1 "=50' VIA t:k 1.ED*09/z0zs BY:, OREGON I .. !. 56 - RENEWS: 12/31 /23 BLOCK 5 - OVERTURF I BLOCK 1 - WESTPINE I I 3 2 I I 1 1 2 ( 3 I 4 I I I I I i 60.00' S89'30'31 "E 759.33' S8930'31 "E S89-39-34"E (R1) I S89'30'33"E 60.00' (R3) S89'30'33"E 759.29' (R3) M N89'40'43"W 60.00' (R5,R6) N89'35'21 "W (R7) uj Of N M w "Jtn N Of M - 00 - PARCEL 2 N v- to t j N WEST PORTION 2.76 AC GROSS 6 3 0 EAST PORTION 0.98 AC GROSS v- r- _ M ~ TOTAL 3.74 AC GROSS `4 s � WEST PORTION 2.59 AC NET N v- �0) EAST PORTION 0.92 AC NET N89'31'34"W 60.00' R3 ( ) TOTAL 3.51 AC NET 0,00 ( 10.00' 10.00' RIGHT OF WAY S89'31'47"E 10' .00 DEDICATION, 0.17 AC S89'31'14"E 692.31' 60.01' 20 19 S89'31'14"E 692.33' N89'31'34"W 692.12' (R3) N89'40'51 "W (R1) SW SIMPSON AVE - - I MONUMENT BEARS N89'38'59"W 69.88' FROM NE PROPERTY CORNER, FALLS 0.17' SOUTH OF PROPERTY LINE, HELD FOR ROAD N43'16'24"W 65.55' EASEMENT LINE (LOCATION - - - - S43'25'03"E 65.52' (R1) O 10 SHOWN EXAGGERATED) 12 S43'12'22"E 65.53' (R3) 60.0I8' S8930'31 "E 363.59 S89031E S89'39'34"E 363.63' (R1) S89'30'33"E 60.00' (R3) S89'30'33"E 363.67' (R3)3"8935'21"W 60.02' (R7) / PARCEL 2 - ROADWAY j 3 M EASEMENT PER "�1 `". 0 VOLUME 134, •ZS 56 o u (0 Ld W w PAGE 2739, SEE S7 2 8315 - N O DETAIL , v� w cV M M � p' 11.95 gyp' `A' `MP So W 00 r N4 OF W W , ''E �75'p + "`J g5•<R1•R3i SVy S POINTANO. 225 ASLCULATED NOTED OTED ON N = O o RIGHT OF WAY �6'S7 5� 6g �3R11 14 9g,00 $3R9 AND R10 , NOTED AS N _ C 4. ( ) ( ) ;) S4 ;V N M DEDICATION, WIDTH " 69• 15 • �R3i ,•� �6, �R1� STATION 54+73.82, 40.12' o o bo 0o VARIES, 0.06 AC ,- 69.83 Z.�g'S 164. 83, `Et3i RIGHT OF CENTERLINE V} cn N C6 C,�J 51 .24' 46 r 164. N: 381926.82, E: 3286645.40, ' 07 10.04' NOTE N�2.5Sod w �� (CENTRAL OREGON 10.01 ; 15 A Sit COORDINATE SYSTEM) C8 4 -7 .- _ 17 1 - O NOTE "A": FOUND 2" ALUMINUM CAP STAMPED "DCPW LS 1031" PER (R1), N61'40'11 "W 0.50' FROM CALCULATED PC, MONUMENT IS LOOSE AND APPEARS TO BE DISTURNED AND WAS NOT HELD. SCALE: 1 "= 50' 5 ------------- CC 60.08' S89'30'31"E� C `-S89'30'33"E 60.00' (R3) N89'35'21 "W 60.02' (R7) M 0 vv M 0:: N st U cp o W Lv W •- r: co i� O _ WW 00 N WW - M N I !_ N M O RIGHT OF WAY M N N N M DEDICATION, WIDTH b p r' boo VARIES, 0.06 AC o Win NN C6 10.01' C8 10.04' 4 -+ C1 C2 17 C3 16 0 S89'30'31 "E 69.93'--12 2 PARCEL E ROADWAY S a' MONUMENT BEARS 2 EASEMENT PER .� VOLUME 134, PG. N89'38'59"W 69.88' FROM o 2739, DESCHUTES 13 NE PROPERTY CORNER, CO. RECORDS FALLS 0.17' SOUTH OF PROPERTY LINE, HELD FOR ROAD EASEMENT LINE (LOCATION SHOWN 5�2 -__-- EXAGGERATED) -- v �A ``AAII s so Svv� ROADWAY EASEMENT DETAIL SCALE: 1 "=50' TITLE: HOUSING WORKS FINAL PLAT 2864-Simpson_Final plat mop.dwg JOB N0: 2864 - SIMPSON PARTITION SCALE: AS SHOWN BY: P.A.T. DATE: 07-26-2023 SHEET: 5 OF 5 725 NW HILL, BEND, OR 97703 541-389-6959 �2�133