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HomeMy WebLinkAboutSurvey 21236ARTISAN I S VILLAGE LOCATED IN THE NORTHWEST ONE —QUARTER OF THE NORTHWEST ONE —QUARTER OF SECTION 26, TOWNSHIP 17 SOUTH, RANGE 12 THE WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, PZ 20-0612 DECEMBER 2023 SURVEYOR'S CERTIFICATE I, ROBIN M. TYE, A REGISTERED PROFESSIONAL LAND SURVEYOR IN AND FOR THE STATE OF OREGON, BEING FIRST DULY SWORN, DEPOSE AND SAY THAT I OR THOSE UNDER MY DIRECT SUPERVISION HAVE CORRECTLY SURVEYED AND MARKED WITH LEGAL MONUMENTS THE LAND REPRESENTED ON THIS SUBDIVISION PLAT MAP AND THE FOLLOWING IS A TRUE AND CORRECT DESCRIPTION OF SAID LAND TO —WIT: THAT TRACT OF LAND IN THE NORTHWEST ONE —QUARTER OF SECTION 26, TOWNSHIP 17 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, IN THE CITY OF BEND, DESCHUTES COUNTY OREGON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INITIAL POINT, A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA" AT THE NORTHEAST CORNER OF THE PLAT OF EASTRIDGE; THENCE ALONG THE NORTH LINE OF EASTRIDGE, N89-57'42"W 600.36 FEET TO THE SOUTHEAST CORNER OF FEATHERSTONE; THENCE ALONG THE EAST LINE OF FEATHERSTONE, NO'05'16"E 363.07 FEET TO THE NORTHEAST CORNER THEREOF, ON THE SOUTH RIGHT OF WAY LINE OF WELLS ACRES ROAD; THENCE ALONG SAID SOUTH RIGHT OF WAY LINE, N89'59'15"E 600.33 FEET TO A POINT ON THE NORTHERLY EXTENSION OF THE WEST LINE OF OWL'S LANDING PHASE I; THENCE ALONG SAID NORTHERLY EXTENSION AND WEST LINE AND THE WEST LINE OF OWL'S LANDING PHASE II AND THE WEST LINE OF OAKVIEW PHASE X, SO.04'57"W 363.60 FEET TO THE INITIAL POINT. CONTAINING SQUARE FEET, MORE OR LESS. 4$1127 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON J U N E 13, 2008 ROBIN MICHAEL TYE 65719 RE N E WS:06/30/2024 SURVEYOR'S NARRATIVE THE PURPOSE OF THIS SURVEY WAS TO SUBDIVIDE AND PLAT THAT TRACT DESCRIBED IN THE "SURVEYORS CERTIFICATE". CONTROL FOR THIS SURVEY WAS BASED ON ADJACENT PLATS OF EASTRIDGE, FEATHERSTONE, MOUNTAIN PEAKS, PHASE II, OWL'S LANDING PHASES I AND II, , AND OAKVIEW PHASE X, AND ALL OTHER REFERENCED PLATS AND SURVEYS SHOWN ON THIS SURVEY PLAT, AND EXISTING MONUMENTS FOUND PER SAID RECORDS, SET IN THE FIELD DURING THE COURSE OF THOSE SURVEYS. BASIS OF BEARINGS IS THE CENTERLINE OF WELLS ACRES ROAD AS MONUMENTED IN MOUNTAIN PEAKS PHASE II, BETWEEN RECORD MONUMENTS FOUND ON THIS LINE, WITH THE BEARING FOR THIS LINE TAKEN FROM MOUNTAIN PEAKS, PHASE II. THE NORTH BOUNDARY LINE WAS HELD AS THE SOUTH RIGHT—OF—WAY LINE OF WELLS ACRES ROAD, FROM THE MONUMENTS FOUND ON SAID CENTERLINE PER THE PLAT OF MOUNTAIN PEAKS, PHASE II. THE EAST LINE WAS HELD AS THE WEST LINE OF OWL'S LANDING PHASES I AND II AND OAKVIEW PHASE X, HOLDING RECORD MONUMENTS FOUND ON THIS LINE. THE SOUTH LINE WAS HELD AS THE NORTH LINE OF EASTRIDGE, HOLDING RECORD MONUMENTS FOUND ON THIS LINE. THE WEST LINE WAS HELD AS THE EAST LINE OF FEATHERSTONE, THROUGH THE RECORD MONUMENTS FOUND ON THIS LINE. ALL MONUMENTS WERE HELD IN THEIR FOUND POSITION, EXCEPT AS SHOWN. MONUMENTS FOUND AND SET DURING THE COURSE OF THIS SURVEY ARE AS SHOWN ON THE SUBJOINED SURVEY PLAT. EXISTING EASEMENT NOTES AN EASEMENT RESERVED IN A DEED, INCLUDING THE TERMS AND PROVISIONS THEREOF; RECORDED: NOVEMBER 19, 1910 — RECORDING INFORMATION: BOOK 8, PAGE 422 FROM: STATE OF OREGON TO: SCOTT P. WOODIN FOR: RIGHT OF WAY FOR CANAL LATERALS AFFECTS: BLANKET EASEMENT RELEASED BY QUITCLAIM DEED, DOCUMENT NUMBER 2022-21481 E CHUTES Ct?Ui�TY S-�iF�VE1fOR L I- oq-Zozq 0 1 C F. FKM DECLARATION EAST OF OREGON KNOW ALL MEN BY THESE PRESENTS, DON DENNING HOMES, INC., AN OREGON CORPORATION, OWNER, HAS CAUSED SAID LANDS TO BE SURVEYED AND PLATTED INTO LOTS, IN ACCORDANCE WITH THE PROVISIONS OF O.R.S. CHAPTER 92; AND HEREBY DEDICATES TO THE PUBLIC FOREVER THE PUBLIC RIGHT OF WAY AS SHOWN; AND FURTHER DEDICATES TO THE PUBLIC FOREVER, THE PUBLIC UTILITY EASEMENTS (PUE) SHOWN HEREON, AS EASEMENT AREAS FOR THE INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITY SERVICES AND THEIR ABOVE GROUND APPURTENANCE. UTILITIES SHALL HAVE THE RIGHT TO INSTALL, MAINTAIN AND OPERATE THEIR EQUIPMENT AND ALL OTHER RELATED FACILITIES ABOVE AND BELOW GROUND WITHIN THE PUBLIC UTILITY EASEMENTS IDENTIFIED ON THIS PLAT MAP AS MAY BE NECESSARY OR DESIRABLE IN PROVIDING UTILITY SERVICES WITHIN AND WITHOUT THE LOTS IDENTIFIED HEREIN, INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE REMOVAL OF ANY OBSTRUCTIONS INCLUDING STRUCTURES, TREES AND VEGETATION THAT MAY BE PLACED WITHIN THE PUE. THE UTILITY MAY REQUIRE THE LOT OWNER TO REMOVE ALL OBSTRUCTIONS AT THE OWNER'S EXPENSE, OR THE UTILITY MAY REMOVE SUCH OBSTRUCTIONS AT THE LOT OWNER'S EXPENSE. AT NO TIME MAY ANY PERMANENT STRUCTURES BE PLACED WITHIN THE PUE OR ANY OTHER OBSTRUCTION WHICH INTERFERES WITH THE USE OF THE PUE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE UTILITIES WITHIN FACILITIES IN THE PUE AND THE CITY ENGINEER; AND DEDICATES THE PUBLIC ACCESS EASEMENT AS SHOWN HEREON; AND HEREBY SUBMITS FOR APPROVAL AN RECORD SUBDIVISION PLAT. DON DENNING, PRESIDENT, DON DENNING HOMES, INC. DATE ACKNOWLEDGMENT STATE OF C)CCCiOA --I SS COUNTY OF ���� ON THIS 5� DAY OF OCC4.f4tt , 2023, BEFORE ME A NOTARY PUBLIC IN AND FOR THE STATE OF OREGON, PERSONALLY APPEARED DON DENNING, PRESIDENT, DON DENNING HOMES, INC., TO ME PERSONALLY KNOWN OR PROVED TO ME BY SATISFACTORY EVIDENCE TO BE THE IDENTICAL PERSON HEREIN DESCRIBED, WHO EXECUTED THE FOREGOING DECLARATION AND ACKNOWLEDGED TO ME THAT HE DID SO FREELY AND VOLUNTARILY FOR THE PURPOSE THEREIN NAMED. M'n (Printed Name) Notary Public for the State of C)fe (Signature) My Commission Expires Nmlmw 17, 202.E (Spell Out Month, 2 Digit Date, Complete Year) Commission No. 10 1CM)b APPROVALS Peziel,�- DiIEtavTY DESCHUTES COUNTY SURVEYOR • :�I�' e 1 Deschutes County Official Records Steve Dennison, County Clerk 2024-00270 �L� JY E S �v✓2a p < 01505575202400002700020020 D-PLAT Cnt=1 Pgs=2 Stn=2 01/03/2024 04:20 PM $60.00 $11.00 $61.00 $10.00 $6.00 $ 148.00 ��/azlaa� Dec 1 , 2023 7ZEAI*-'C� s rff4_"f_ t2_1 2023 C TY OF BEND PLANNING DIRECTOR A 202t DESCHUTES COUNTY COMMISSIONER � NOTE: SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF ANY DEDICATION MADE HEREIN TO THE PUBLIC. CERTIFY TAXES ARE PAID AS OF THIS DATE EDIO'evt *T vi�lt �v - 202 DESCHUTES COUNTY TREASURER &TAX COLLECTOR HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL 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 THE PLAT DURING THIS TAX YEAR, BUT NOT YET CERTIFIED TO THE TAX COLLECTOR FOR COLLECTION, HAVE BEEN PAID TO ME. Cie -I, /,Zxk 1 &0/ (lao f I op, DESCHUTE�O`COUN* ASkSSOR THERE ARE NO WATER RIGHTS APPURTENANT TO THIS PLAT. CONSENT AFFIDAVIT A CONSENT AFFIDAVIT FROM ALERA MANAGEMENT GROUP LLC, AN OREGON LIMITED LIABILITY COMPANY, BENEFICIARY OF THAT TRUST DEED RECORDED MAY 28, 2021 IN DOCUMENT NO. 2021-32858, HAS BEEN RECORDED AS DOCUMENT NO.Za-0--l'_©02: CONSENT AFFIDAVIT A CONSENT AFFIDAVIT FROM JACK R CORNELL, SHERRIE A CORNELL, BENEFICIARY OF THAT TRUST DEED RECORDED MAY 28, 2021 IN DOCUMENT NO. 2021-32879, HAS BEEN RECORDED AS DOCUMENT NO. _ZOZ' C'L,1126 CONSENT AFFIDAVIT A CONSENT AFFIDAVIT FROM JACK R CORNELL, SHERRIE A CORNELL, BENEFICIARY OF THAT TRUST DEED RECORDED MAY 28, 2021 IN DOCUMENT NO. 2021-32880, HAS BEEN RECORDED AS DOCUMENT NO. ZOz -oozza CONSENT AFFIDAVIT A CONSENT AFFIDAVIT FROM ALERA MANAGEMENT GROUP LLC, AN OREGON LIMITED LIABILITY COMPANY, BENEFICIARY OF THAT TRUST DEED RECORDED DECEMBER 7, 202-3 IN DOCUMENT NO. 2023-30148, HAS BEEN RECORDED AS DOCUMENT NQ. 2Z — CIO zbq PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882 W.O. # 8997-03 PLATE ONE OF TWO ARTISAN'S VILLAGE LOCATED IN THE NORTHWEST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER OF SECTION 26, TOWNSHIP 17 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON PZ 20-0612 DECEMBER 2023 PUE PUE PUE PUE PUE PUE EASEMENT DETAIL (D EASEMENT DETAIL EASEMENT DETAIL Q EASEMENT DETAIL (6) EASEMENT DETAIL EASEMENT DETAIL �D SCALE: 1 "=10' SCALE: 1' =1 D' SCALE 1 = f 0' SCALE.• 1 "=10' SCALE.• 1 "=10' SCALE. 1 = f 0' I L_ 3.00' ---1 �_ t 2.00' (R1) CAP GONE HELD 2.00' -'-r - - , _ 2.00' I I 3.00' J 155.32'(M)(R 1) NO`04'58"E 5.00' Paz 3.00' �l. 7.00' �I I 5.00' L 3.00' (R1) CAP GONE HELD 5.00, 7.00' �_,\ _.O�N 16* 11'51 "W 5.03' t 1 f S16*11'51"E 0.97' '27"E 7.29' WELLS ACRES ROAD 331.44'(M)(R1) 5.00' t 7.00' 3.00' 3. N89`59'15"E 647.60'(M)(R1) BASIS OF BEARINGS PLAT OF MOUNTAIN PEAKS - PHASE II(R1) 00' L1 I I I + � CD L1 (R1) CAP GONE HELD Easement Line Table LINE BEARING LENGTH L1 S89°57-51 "W 5.00, Easement Curve Table Curve Radius Length Chord Bearing Delta C 16 215.00 91.34 90.66 N 11 °37'38"W 24020-30" C17 210.00 2.00 2.00 N0017'03"E 0032'49' (R6)-HELD REGISTERED PROFESSIONAL LAND SURVEYOR OREGON 6000, SCALE: 1 40 J U N E 13, 2008 ROBIN MICHAEL TYE 0 40 65719 ___j LEGEND RENEWS:06/30/2024 f 160.84'(M) 160.85'(R1) 0 = SET 5/8" IRON ROD W/YPC MARKED "SCE&S" t SO"02'31 "W 14.90'(R6) = SET NAIL WITH 1" BRASS WASHER MARKED "SCE&S" CDNO°03'21 "W 15.00'(M)�� �-�-(R6) = FOUND MONUMENT AS NOTED 110 o SO`02'31 "W 15.00'(R6) I „ �v " N89 59 15 E 600.33 ' „ No• 13 17 E ' 15.00 (M) , (R1) = MOUNTAIN PEAKS - PHASE TWO BY TODD NEARY ----- 54.00' ---- ----- ----85.51'------- -- 30.00' 30.00' I -------------130.82----------�71O`04'57"WMARKED 5.00 (R2) (CS11880) MONUMENT= 5/8" IRON ROD W/YPC "NEARY (R8)CAPGONE t 54.00' ----54.00 ----- --54.00 ----� r- ---54.00 ---- --- -54.00'----- HELD % 2.00' 5.00' RUE BY C Q TRUE CORNER I� 5.00' PUE BY THIS PLAT (TYP.)Ln 5.00'(M) PLS 2384" POSITION THIS PLAT (TYP.)OBSTRUCTED. (R7) HELD PER (R2) {R2) = OWLS LANDING PHASE I BY MICHAEL TYE 'SET REF. MON. o 11 30.00' 30.00 � 1 N (C516507) MONUMENT = 5/8"IRON ROD W/YPC w w w w w SO°04'S8"E 2.00' � 0 5556 SQ FT a, 7361 SQ FT � .� w " " MARKED SCE&S ,� Co '� 17 - Ln N 16 " `� 00 ° 15 " "' 0 14 " `n 0 13 " n 0 12 N °' 0 _ °�° .r - ro 5037 SQ FT o 5033 SQ FT d o 5029 SQ FT - o 5025 SQ FT o "6 5021 SQ FT o N 5017 SQ FT LU " ui 1 , -� (R3) = OWLS LANDING PHASE II BY KEVIN BLAKLEY rn °' °' co rn L® - _ _ 130.82 - - _ (CS17760) MONUMENT = 5/8" IRON ROD W/YPC z z z z z o N89'S7'12"E W r S89'52'52"W 7.73'(M) MARKED "SCE&S" 85.52' U 0 O I i (R2) HELD FOR LINE(R4) 15.90'(M) Q J CO P - F o 0 2 0 N � ,-, Z " = EASTRIDGE BY HAYES McCOY (CS19275) MONUMENT= 5/8" IRON ROD W/YPC MARKED f"~ (R5) f cn HELD ^ /_ S89'54'38"W 323.99' N co N � oo �n Ln 6674 SQ FT 0 v Z ~o "H.A. MCCOY 65686LS" 53.99' t 10 5204 SQ FT � Vj L6 1 J 54.00' 54.00' 54.00' 54.00' 54.00' w r o p ° I 130.82 c° R5 = ( ) FEATHERSTONE BY DOYLE GILLILAND CS14909 ( ) 0 o N �? d (� C) o I 0D MONUMENT= 5/8" IRON ROD W/YPC MARKED Z -� 0 N 0 o w w o D Z !� I S89`51 57 W .. �. "TYE ENGINEERING" ~` (R5) a, o ! N89'54'44"E © z �j � z i � J M Q HELD 18 � � " r � " � 0 85.53' N Q Uj I -' `l oz z � 3 6678 SQ FT 0 � o c8 O o M � (R6) = PROMISE LANE BY PETER MANLEY (CS16476) MONUMENT= 5/8" IRON ROD W/YPC MARKED L0 06 0 n 19 0 20 0 21 0 22 0 23 � z CK Ln `n `r "H WA„ .� 5292 SQ FT 06 0 5292 SQ FT cO a 5292 SQ FT c6 o 5292 SQ FT 00 0 5292 SQ FT o 0 5292 SQ FT Q w (R2) HELD '0 CO o con con 0 0 0 _o a 9 '� `n I 1 130.82' T 7.94' M ( ) R7 = ( ) SURVEY BY RAY OMAN CSO2791 MONUMENT= ( ) 00 Ln o 0 � 5554 SQ FT ! ! , 7.13 S89`49 24 W i , 43.64 (M) 43.75 (R3) „ 5/8 IRON ROD W/YPC MARKED OMAN PLS 702 o �' u7 � i 1 I 35.70'(M) O - N 0 1 (0 ro W F- (R8) = PARTITION PLAT 2001-45 BY BY DOYLE GILLILAND 00 `n 54 00 54 nr)l 54 OC 54 00 54 00 54 00 t 62 93, 4 6554 SQ FT 0 Q OJ (CS14651) MONUMENT= 5/8" IRON ROD W/YPC -to � oo ry R5 HELD ()- (R5) 1.5"ALUMINUM CAP HELD (DESTROYED BY CONSTRUCTION & RESET) o 0 o _ S89'54'44"W 386.93' NE PINNACLE PLACE _ N89'54'44"E 387.02' o r. O o Lo o (R5) 0 0 r-. 0 HELD M -_,---54.00'--- --54.00' -- - 54.00'----- S89'54'44" 387.11' -----54.00----- ----- 54.00'--- 1 _54.00----------- 54.00'----- 9.-5.00'PUEBYz I� C O-L THIS PLAT (TYP.) i m n-c W Ln 1 awS2 o U) �- 0 1 owm w I '- U w w w w w w o ° a 29 0 28 r- 27 (0 ,:1- 26 o 25 � co 24 Ln L0 0 6045 SQ FT N o 6051 SQ FT o N n N � 6057 SQ FT o �- 6064 SQ FT o N N �- 6070 SQ FT o Ln N 6077 SQ FT 0 z F- .. 1 30 6038 SQ FT � � I I � I I 14.55' 17.64' 1 54.00 (M) 54.00' {M) 54.00' 54.00' .- 39.45'(M) �. 54.00' 54.00' 36.36'(M) 54.00' (R4) HELD V a LOT 3 147.34'(R4) LOT 4 1147.45' (M) V LOT 5 140.41'(R4) (R4) NOT HELD 0.39'N., 0.21'E. FROM CALC. PLAT CORNER LOT 6 140.20'(M) N89`57'42"W 600.36'(M) (R4) HELD S89'51'17"W 600.46'(R4) LOT EASTRIDLOT GE 143.37'(R4)(M) LOT 10 _ U Uj MARKED TYE ENGINEERING C9 U c9 (R3) HELD --� o- 1, �3»E ��5 3 �2° t<- U t� U 8 124.38 1 5.30 (M) t. .. ,� (R9) = OAKVIEW, PHASE X BY PETER MANLEY (CS17284) 19 t r-r-_ N 00 ' n S89`59'27"W i " - o as r PUE= PUBLIC UTILITY EASEMENT C1 28.51'(M) o `� z U i 5 0 O U) p O (M) = MEASURED Z 5861 SQ FT W/YPC = WITH YELLOW PLASTIC CAP v x 22.49'(M) - (R3) HELD 00 Curve Table t 106.36' t. t S89"59'38"W i �o 21.52'(M) O r t � 5210 SQ FT Q M `(R3) HELD d 1 LO 8 c� Iy 29.47'(M) 6667 SQ FT I 100.00' t. N LO o �Q S89"57'51 "W i 19.05'(M) ' �R7) HELD PER (R3) 53.01' (R4) HELD 7 5353 SQ FT Lo 106 56' t /* 31.67{R4) 31.64'(M) V , cj �C/ v 31.16'(R4) 106.51'(R4) 106.56'(M) 31.15'(M) �(R4) HELD INITIAL POINT (R4)-HELD HELD 5/8" IRON ROD (DESTROYED BY WNPC MARKED "HWA" CONSTRUCTION PER PLAT OF &RESET) EAGLENEST PHASE I LOT 11 cs13092 Curve Radius Length Chord Bearing Delta C1 150.00 44.11 43.95 N8020'34"W 16051'00" C2 150.00 18.41 18.39 N20016'58'V V 7001'49' C3 210.00 35.71 35.67 N18055'39VI( 9044'34" C4 210.00 51.56 51.43 N7001'18"W 14004'01" C5 210.00 52.88 52.75 N7013'39'E 14025'49' C6 150.00 115.76 112.90 S1 041'29'E 44012'55" C7 210.00 4.23 4.23 S23013'16'E 100913' C8 187.81 39.02 38.95 N83057'36'E 11054'15" C9 127.81 24.01 23.97 S84031'50"W 10045'47' C10 210.00 23.01 23.00 S3003'24"E 6016'42' C11 180.00 75.02 74.48 S11 °51'28"E 23°52'49" C12 180.00 45.75 45.63 S7011'55"E 14033'44" C13 180.00 29.27 29.24 S19008'20"E 9019'05" C14 180.00 127.88 125.21 N3026'42"W 40042W' C15 157.81 39.64 39.54 N82042'58"E 14023'31" C16 150.00 62.52 62.07 S11 051'29'E 23052'49' C 17 210.00 140.15 137.57 N4040'4Z V1/ 380142Y I PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882 DESCHUTO COUNTY SURVEYOR W.O. # 8997-03 PLATE TWO OF TWO