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HomeMy WebLinkAboutSurvey 20009-19 0 rFILEID HUTES COUNTY 3l1RVEYOR BIG SKY VILLAGE q °25�,20! BY: UQ�. LOCATED IN THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER (SE1/4 SE1/4 NE1/4) OF SECTION 3, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON CITY OF BEND PROJECT No. PZ 17-0894 AUGUST 30, 2019 S:\Land Pro SURVEYOR'S CERTIFICATE 1, BENJAMIN J. HRON, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, BEING DULY SWORN, DEPOSE AND SAY THAT THIS SURVEY WAS PERFORMED BY ME, OR UNDER MY SUPERVISION IN COMPLIANCE WITH OREGON REVISED STATUTES CHAPTERS 92, 93 AND 209 IN JANUARY OF 2019 AT THE REQUEST OF HERITAGE NW BEND, LLC, AND THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH LEGAL MONUMENTS THE LAND REPRESENTED ON THIS PLAT OF "BIG SKY VILLAGE", LOCATED IN THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER (SE1/4 SE1/4 NE1/4) OF SECTION 3, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON, AND THAT A 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA" EXISTS AT THE "INITIAL POINT", BEING THE NORTHEAST CORNER OF LOT 33, PETTIGREW PLACE, PHASE 3, ALSO THE SOUTHEAST CORNER OF LOT 22 THIS PLAT, AND THE PROPERTY BEING PLATTED IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT SAID "INITIAL POINT"; THENCE ALONG THE NORTH LINE OF PETTIGREW PLACE, PHASE 3, SOUTH 89'38'06" WEST A DISTANCE OF 380.43 FEET TO THE INTERSECTION WITH THE CENTRAL OREGON IRRIGATION DISTRICT LATERAL A-2, IDENTICAL WITH THE EASTERLY LINE OF PETTIGREW PLACE, PHASE 2; THENCE ALONG SAID LINE THE FOLLOWING FOUR (4) COURSES: NORTH 45°42'25" WEST A DISTANCE OF 103.64 FEET; NORTH 40053'55" WEST A DISTANCE OF 87.89 FEET; NORTH 33°10'53" WEST A DISTANCE OF 156.26 FEET; NORTH 50034156" WEST A DISTANCE OF 21.22 FEET; THENCE LEAVING SAID LINE, NORTH 00*06*01" EAST A DISTANCE OF 227.14 FEET; THENCE ALONG THE PROJECTED SOUTH LINE OF 27TH STREET CROSSING THE FOLLOWING THREE (3) COURSES: SOUTH 79'47'45" EAST A DISTANCE OF 339.23 FEET; SOUTH 00'*00'52" EAST A DISTANCE OF 55.82 FEET; NORTH 89°31'12" EAST A DISTANCE OF 300.60 FEET; SURVEYOR'S NARRATIVE Deschutes County Official Records 2019-36033 Nancy Blankenship, County Clerk ��TLS CO 111111111111111$148.00 01248905201900360330010018 09/25/2019 11:03 AN 0-PLAT Cnt=1 Stn=2 AMYSO $60.00 $11.00 $61.00 $10.00 $6.00 WE WERE RETAINED BY HERITAGE NW BEND, LLC TO PREPARE AND MONUMENT THE PLAT OF "BIG SKY VILLAGE" AS APPROVED BY THE CITY OF BEND PER FILE NO. PZ 17-0894. THE SUBJECT PROPERTY IS DESCRIBED AS REPORTED WITHIN THE SURVEYOR'S CERTIFICATE. THE EAST LINE WAS ESTABLISHED PARALLEL WITH AND 30.00 FEET OFFSET WESTERLY FROM THE LINE BETWEEN SECTIONS 2 AND 3 AS DETERMINED THIS SURVEY. SAID LINE IS BETWEEN THE ACCEPTED MONUMENTS AT THE CORNER OF SECTIONS 2, 3, 34 AND 35 (C.O.C.S. No.17123500) AND THE QUARTER CORNER OF SECTIONS 2 AND 3 (C.O.C.S. No.18120240). THE SOUTH LINE WAS ESTABLISHED ALONG THE NORTHERLY LINE OF PETTIGREW PLACE, PHASE 3 (r8), BETWEEN SAID QUARTER CORNER OF SECTIONS 2 AND 3 AND THE REFERENCE MONUMENT SET PER PETTIGREW PLACE, PHASE 2 (r6). THE SOUTHWEST LINE WAS ESTABLISHED, THROUGH THE CENTRAL OREGON IRRIGATION DISTRICT LATERAL BY HOLDING THE RECORD GEOMETRY PER PETTIGREW PLACE, PHASE 2 (r6). THE WEST LINE, BEING THE NORTH -SOUTH CENTERLINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 3, WAS ESTABLISHED BETWEEN THE FOUND AND HELD MONUMENTS REPORTED HEREON. THE WESTERLY NORTH LINE WAS ESTABLISHED ALONG THE SOUTHERLY LINE OF 27TH STREET CROSSING (r5), BETWEEN THE FOUND AND HELD MONUMENTS REPORTED HEREON. THE NORTH -SOUTH PORTION OF THE NORTH LINE WAS ESTABLISHED ALONG THE WEST LINE OF LOT 18, 27TH STREET CROSSING (r5), BETWEEN THE FOUND AND HELD MONUMENTS REPORTED HEREON. THE EASTERLY NORTH LINE WAS ESTABLISHED ALONG THE SOUTH LINE OF 27TH STREET CROSSING (r5), BETWEEN THE FOUND AND HELD MONUMENTS REPORTED HEREON, EXTENDING TO THE ABOVE DESCRIBED EAST LINE. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM BASED ON GPS OBSERVATIONS USING THE OREGON REAL-TIME GNSS NETWORK (ORGN). DECLARATION THENCE LEAVING SAID LINE, PARALLEL WITH AND 30.00 FEET WESTERLY OF THE LINE BETWEEN SECTIONS 2 AND 3, WHEN HERITAGE NW BEND, LLC, AN OREGON LIMITED LIABILITY COMPANY, OWNER OF THE LANDS SHOWN ON THIS SUBDIVISION PLAT MEASURED AT A RIGHT ANGLE, SOUTH 00°06'13" WEST A DISTANCE OF 393.79 FEET; THENCE SOUTH 89°38'06" WEST A DISTANCE AND MORE PARTICULARLY DESCRIBED IN THE SURVEYOR'S CERTIFICATE HEREUNTO ATTACHED, HAS CAUSED SAID LAND TO BE OF 20.00 FEET TO THE POINT OF BEGINNING, THE TERMINUS OF THIS DESCRIPTION. PLATTED AS SHOWN ON SUCH PLAT AND DECLARE THIS PLAT TO BE PREPARED AND PROPERLY SUBDIVIDED IN ACCORDANCE CONTAINS 5.69 ACRES, MORE OR LESS, OF WHICH 1.72 ACRES ARE TO BE DEDICATED AS PUBLIC RIGHT-OF-WAY PER THIS PLAT. WITH O.R.S. CHAPTER 92, AS LOCATED IN THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEASTQUARTER (SE1/4 SE1/4 NE1/4) OF SECTION 3, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON, AND M & T BANK, OREGON REGION AS BENEFICIARY UNDER DEED OF TRUST, RECORDED JUNE 15, 2018 AS INSTRUMENT NO. 2018-024598, DESCHUTES COUNTY OFFICIAL RECORDS, CONSENTS TO THIS SUBDIVISION; EASEMENT NOTES AND D.R. HORTON, INC., AS BENEFICIARY UNDER DEED OF TRUST, RECORDED JUNE 5, 2019 AS INSTRUMENT NO.2019-19062, DESCHUTES COUNTY OFFICIAL RECORDS, CONSENTS TO THIS SUBDIVISION; 1) PERTAINING TO FIRST AMERICAN TITLE INSURANCE COMPANY, TITLE REPORT, ORDER No. 7069-3177065, THE FOLLOWING AND HEREBY DEDICATES TO THE PUBLIC FOREVER FOR ROAD AND UTILITY PURPOSES, THE RIGHT OF WAY OF SE 27TH STREET, EASEMENT AFFECTS THE PLATTED PARCEL BUT IS NOT PLOTTABLE DUE TO ITS DESCRIPTION AS A BLANKET OVER THE SE FINN PLACE, THOMAS DRIVE, SE WHITEFISH COURT, DALY ESTATES DRIVE AND SE PHILLY AVENUE AS DETAILED ON SHEET 3 ENTIRE PROPERTY: OF THIS PLAT; PACIFIC POWER & LIGHT COMPANY RIGHT-OF-WAY EASEMENT, RECORDED JULY 31,1970 IN BOOK 171 AT PAGE 414. AND FURTHER GRANTS TO THE PUBLIC FOREVER THE PUBLIC UTILITY EASEMENTS (PUE) AS DETAILED ON SHEET 4 OF THIS 2) THE CENTRAL OREGON IRRIGATION DISTRICT, LATERAL A 2 EASEMENT WAS CREATED BY AN AGREEMENT, RECORDED PLAT; UTILITIES SHALL HAVE THE RIGHT TO INSTALL, MAINTAIN AND OPERATE THEIR EQUIPMENT ABOVE AND BELOW GROUND SEPTEMBER 13,1967 IN BOOK 155 AT PAGE 375. THE LOCATION OF SAID EASEMENT REPORTED THIS SURVEY IS BASED ON AND ALL OTHER RELATED FACILITIES WITHIN THE PUBLIC UTILITY EASEMENTS IDENTIFIED ON THIS PLAT AS MAY BE NECESSARY THE LOCATION PER THE PLAT OF PETTIGREW PLACE, PHASE 2. OR DESIRABLE IN SERVING THE LOTS IDENTIFIED HEREON, INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE THE REMOVAL OF ANY OBSTRUCTIONS INCLUDING TREES AND VEGETATION THAT MAY BE PLACED WITHIN 3) A PORTION OF THE CENTRAL OREGON IRRIGATION DISTRICT, LATERAL A-2 EASEMENT WAS RELEASED BY QUIT CLAIM THE PUE AT THE LOT OWNER'S EXPENSE. AT NO TIME MAY ANY PERMANENT STRUCTURES BE PLACED WITHIN THE PUE OR ANY DEED, RECORDED JUNE 27, 2019, AS INSTRUMENT NO.2019-22046. THE REMAINING PORTION OF SAID EASEMENT IS OTHER CONSTRUCTION WHICH INTERFERES WITH THE USE OF THE PUE WITHOUT WRITTEN APPROVAL OF THE UTILITY REPORTED HEREON. COMPANIES IN THE PUE; AND FURTHER GRANTS TO THE PUBLIC FOREVER THE PUBLIC PEDESTRIAN ACCESS EASEMENTS WITHIN LOTS 15 ,16, 34 AND 35 AS DETAILED ON SHEET 4 OF THIS PLAT; AND FURTHER GRANTS TO THE CITY OF BEND THE SEWER EASEMENTS WITHIN LOTS 15, 16, 26 AND 31 AS DETAILED ON SHEET 4 THIS PLAT. THESE EASEMENTS SHALL BE A PERMANENT, PERPETUAL AND EXCLUSIVE RIGHT TO CONSTRUCT, INSTALL, MAINTAIN AND OPERATE A SEWER LINE AND ALL RELATED FACILITIES ON THE SURFACE AND WITHIN THE SUBSURFACE OF THE EASEMENT. NO PERSON OR ENTITY SHALL BE AUTHORIZED TO CONSTRUCT, ERECT OR INSTALL ANY STRUCTURES OR FACILITIES ON THE SURFACE OR WITHIN THIS EASEMENTS WITHOUT FIRST OBTAINING APPROVAL FROM THE CITY OF BEND; AND FURTHER GRANTS TO AVION WATER THE WATER EASEMENTS WITHIN LOTS 17,18 AND 31 AS DETAILED ON SHEET 4 OF THIS PLAT. (SEE SHEET 2 FOR DECLARATION SIGNATURES) t t PLAT INDEX REGISTERED PROFESSIONAL I, BENJAMIN J. HRON, DO HEREBY CERTIFY THAT THIS LAND SURVEYOR in MYLAR IS A TRUE AND EXACT COPY OF THE ORIGINAL MAP SHEET 1: DECLARATION, SURVEYOR'S CERTIFICATE AND NARRATIVE E � • � � • (� SHEET 2: SIGNATURES SHEET 3: PLAT SHEET OREGON 14 \A/A BENJAMIN J. HRON, PLS 92723 SEPTEMBER 17, 2018 CIVIL ENGINEERING SURVEYING PLANNING SHEET 4: EASEMENT DETAILS BENJAMIN J. HRON ( � 62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703 92723 PH: (541)389-9351 j FAX: (541)388-5416 WEB: WWWAWA-ING.ORG EXPIRES: 6/30/2021 SHEET 1 OF 4 171109 — Heritage Homes\dwg\171109—PLAT.dwg Tue Sep 24, 2019 — 3:16pm CS20009 DESCHUTES COUNTY SURVEYOR FILED R a5 2019 gy; .Dunks I bV,!;, . 0, �-- a, NAME: Qk't S+%) P k tr 13 1 e4 SjZ J TITLE: V% � pi Q S 1 �i co BENEFICIARY: M&T BANK OREGON REGION ACKNOWLEDGMENT STATE OF OREGON COUNTY OF L THE BY L l/I�,, M&T BANK, OREGON REGION BIG SKY VILLAGE LOCATED IN THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER (SE1/4 SE1/4 NE1/4) OF SECTION 3, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON CITY OF BEND PROJECT No. PZ 17-0894 AUGUST 30, 2019 DECLARATION SIGNATURES BY: C' / NAME: R. SCOTT SMITH DATE TITLE: MANAGING MEMBER OWNER: HERITAGE NW BEND, LLC, AN OREGON LIMITED LIABILITY COMPANY ACKNOWLEDGMENT STATE OF OREGON } ) S.S. COUNTY OF } THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON 91(a , BY SCOTT SMITH, MANAGING MEMBER, HERITAGE NW BEND, LLC, AN OREGON LIMITED LIABILITY COMPANY. (NOT Y'S WRITTEN NA E NOTARY PUBLIC - OREGON (NOTARY'S PRINTED NAME) COMMISSION NO. 9-7 MY COMMISSION EXPIRES: , } } S.S. } WAS ACKNOWLEDGED BEFORE ME ON�� ��/Gl/�Gt� �IDGtGt "I (�js - / BY: Alf DATE DATE NAME: �� �,�5�-- TITLE: \P o BENEFICIARY: D.R. HORTON, INC. ACKNOWLEDGMENT (NOTARY`S WRI-PrEN NAME AllLLC NOTARY PUBLIC - OREGON (NOTARY'S PRINTED NAME) COMMISSION NO. r MY COMMISSION E)<PIRES: STATE OF OREGON } i } S.S. COUNTY OF It� �[ w7mah } 5 f Iq THEFOREGOINGING,�INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON , BY VP_f�n MQh5kt prL. ►•to�TO N, (NOTARY'S WRITTEN NAME) riq f Y1 a Ir b— 2 wr r A NOTARY PUBLIC - OREGON (NOTARY'S PRINTED NAME) COMMISSION NO. ol QuC It MY COMMISSION EXPIRES: APPROVALS THE PLAT OF "BIG SKY VILLAGE ", AS LOCATED IN THE CITY OF BEND, DESCHUTES COUNTY, OREGON, HAS BEEN EXAMINED AND APPROVED BY: DESC ES UNTY SURVEYOR CITY OF BE NGINEER 10 CITY OF BEND PLANNINGZIRECTOR z� BOARD OF DESCHUTES COUNTY COMMISSIONERS DATE q. 2a r� DATE 9- /'0. /9 DATE I-4s.*m DATE SIGNATURE BY THE CITY OF BEND PLANNING DIRECTOR AND ENGINEER CONSTITUTES ACCEPTANCE BY THE CITY OF BEND OF ANY DEDICATION MADE HEREIN TO THE PUBLIC. ASSESOR'S CERTIFICATE I HEREBY CERTIFY THAT ALL AD VALOREM TAXES AND SPECIAL ASSESSMENTS, FEES AND OTHER CHARGES REQUIRED BY LAW TO BE PLACED ON THE 2019-2020 TAX ROLL WHICH BECAME A LIEN ON THIS PLAT OR WILL BECOME A LIEN DURING THIS TAX YEAR HAVE BEEN PAID TO ME: I HEREBY CERTIFY THAT ALL TAXES APPURTENANT TO THIS G. COUNTY TAX COLLEC" r 4� AS OF THJ5 DATE: DATE ♦ (((,,,/// _l qw/swil DATE S:\Land Pro jects\171109 — Heritage Homes\dwg\i 71109—PLAT.dwg Fri Aug 30, 2019 — 10: 31 am CS20009 00 S: DETAIL A SCALE: 1" = 2' LOT 5 2.72'_l LOT 10 DETAIL B SCALE: 1" = 5' LOT 14 Lc(v� LOT 15 CS CORNER FALLS IN A UTILITY PEDESTAL DETAIL C CURVE DETAIL SCALE: 1"= 2' SCALE: 1" = 2' MONUMENTATION OF THE POINT LOT 29 OF REVERSE CURVATURE WAS WAIVED BY THE COUNTY ;d. SURVEYOR o LOT 34 d LOT 8 LOT 7k'-- Clo 1 C 27TH STREET CROSSING (r5) BIG SKY VILLAGE SEE AFFIDAVIT OF REESTABLISHED LEGENC3 SUBDIVISION BOUNDARY ESMT. EASEMENT PLAT MONUMENTS IN VOL. ZOZO RIGHT OF WAY CENTERLINE INST. INSTRUMENT LOCATED IN THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER PAGE Z 16 2*INTERIOR LOT LINE IR IRON ROD OF THE NORTHEAST QUARTER (SE114 SE114 NE1/4) OF SECTION 35 OFFICIAL REC RDs - EASEMENT OF RECORD MKD MARKED TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, - -- - - - - - EASEMENT DEDICATED THIS PLAT PUBLIC PEDESTRIAN CITY OF BEND, DESCHUTES COUNTY, OREGON FSCHUTES COUNTY SURVEYOR PPAE ACCESS EASEMENT CITY OF BEND PROJECT No. PZ 17-0894 ADJACENT LOT LINE (INFORMATIONAL ONLY} AUGUST 30, 2019 34 35 ------------- SURVEY TIE -INFORMATIONAL LINE PUE PUBLIC EASEMENT 2017 27TH STREET T17S R12E 3 % 12 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA", HELD, QCD QUIT CLAIM DEED = F- UNLESS OTHERWISE NOTED ROW RIGHT OF WAY E- w CROSSING 34 35 LOT 6 LOT 7 LOT 8 (D W TAX LOT 181203AD00704 LOT 1 LOT 2 30.45'(r5) 30.31'(m) LOT 3 LOT 4 " iR WITH) LOT 5 " • SEL Af`Fpp� i OF S 5!8 IR WITH YPC T N (r5) 3 2 W ~ f LOT 9 T1 HWAI2E ® CO Q SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA" SET 5/8" IRON ROD WITH RED PLASTIC GAP MARKED "REF MON HWA" SET NAIL IN A DRILL HOLE IN CONCRETE WITH 1-3/8" BRASS TAG RPC RED PLASTIC CAP SF SQUARE FEET YPC YELLOW PLASTIC CAP " 5/8 IR WITH YPC MKD "SCE&S" (r5)� TANG ILL ILLEGIBLE (r5} LBSHE, j MKD "SCE&S" (r5) PLAT MONUMES MARKED HWA DBC DESTROYED BY HELD ENTLi NE p HELD DBC RESET � HELD N VOl,'-�G.. Pq CORNER OF SECTIONS 2, 3, 34 & 35 o DIMENSIONED POSITION NOTHING FOUND OR SET , CONSTRUCTION 5/8" IR WITH YPC MKD "SCE&S" (r5) ON N S LINE S 7g • CU 46'S6 r,E 1 OF RVE S79*47 45" 4 g5 (r5) -- E 114'90'(m) S7�•42'S 10.94 (r5) w 11.04'(m) a_ E 9 OFFICIAL N64'54'03"E 10.61'(r5) REO®SOS N64'52'21"E 10.fi1'(m 6 SE PHILLY AVENUE FOUND 2-1/2" STAINLESS STEEL PIPE WITH (WIDTH VARIES) 3-114" BRASS CAP IN MONUMENT CASE (r9) C.O.C.S. NO.17123500 (m) (r} DENOTES MEASURED BEARING/DISTANCE DENOTES RECORD BEARINGIDISTANCEIMONUMENT PER REFERENCES > 5 C24 GZ 0.31' S. OF CL D.gS (m) 198,89E 33923'(m) S C25 !0 518" {R WITH YPC C5/8"IR WITH (r5)S7g• , (rtt} 7g•41,75" t0 MKD "SCE&S" (r5) �• RPC MKD "SCE&S" (r5) LOT 19 LOT 15 0 __ 30.00 47 45 7 ' 20p E 339 38' 10 DBC, RESET 13g HELD FOR E-W LINE 5/8" IR WITH RPC 9.Q$' 20 1, (r5) 1 /............ 18'(r5 MKD "KARL" {r4) W 52•54' 18.96' .....................139. ) " 27TH STREET CROSSING � HELD � 26.53 C27 C30 34 62, 34 (} 5/8 HELD S00 087' 5"W 56(d3)r5) (r5) LOT 12 N r;' SCALE: 1" = 2' E-- C2$ S C29 ® S00'00'52"E 55.82'(m) ; N •: PUE SE PHILLY AVE. UE 1 p4.72' 5!8" IR WITH RPC po N = 0 ROWDEDICATION LOT 17 LOT 16 MKD "SCE&S" (r5) LOT 14 (WIDTH VARIES) _ LOT 5 5/8" IR WITH RPC 5/8" IR WITH RPC " 5/8" IR WITH RPC \ 0,24.' [` to " " N89'36701,E r5 , MKD SCE&S"(r5) f �'•' !� - = �n 7,022 SF MKD KARL (r4) MKD "SCE&S" (r5} ( ) ` TAX LOT Q LOT 1 LOT 2 LOT 3 LOT 4 HELD N89'38 00 E 330.73 (d3) = �. o f- o� ''� co vi 0.52' N. OF LINE -� 181203AD00700 ' 6 309 SF 5,281 SF r� 4,104 SF 4 292 SF n SEE FENCE ENROACHMENT > " > , rn o ,;� ao ' M ......N89 3i 12 E 330.60 (m) LOT 13 ~- E W 0 0 E � N N89'29'57" 82.53' , ` LOT 18 00 �. ;� > 40.52(r5)_..-.r-40.00(r5) 120.00'(r5) 80.24'(r5z z M 43.50 39.03> "_(0 20.71 = ' 80.23' m %49.7fi m -- SCALE: 1 20112 IR n Q oo w 20.00' r 16.07' 40.63 (m} .2 (m) 120.06 (m} { ) - (_ ) ��': 1 N 73' d > 52.58' S2.34' 62.81' s 106.72' 20 30.00' • HELD - 1 r � 47 • (16 / T S89*29 57"W M 3 6.15 300.60 .52 ' °0 N89'39'12"E •' 53 115 3 > o ;,� 20 SEWER ESMT. / / o0 ROW DEDICATION .` 30 N 57 27' N 47 . , E 32.9fi0 3 p io 3 / / N 36 PINE TREE `�' . 4' 3 N� 4�6 4 o i. o o LOT # 0 M LOT 11 o M LOT # 2 o M LOT # 3 o M LOT 14 0 o LOT 15 / / / " 52 9 3 © 0 4,196 SF o rn 4,246 SF o 4,225 SF o 4,205 SF o 4,200 SF r 7,333 SF '0 E w r ;� LOT 9 0 z ,r, o M ;� ;o��'/ / 20` SE 27TH STREET 1 a, N ;� : o 0 4.33 o LOT 8 0 , 0 SF o 0 0 o z /'� ;/ 1 ROW DEDICATION rn. o iv 4,052 SF z ao z z z z 1000, ,� 6rO/ 20.00 10 PUE /� ©/ LOT 5 LOT 18 o b LOT 6 o LOT 7 b o C8 �Z ao �; r o 5492SF o 4868SF o Ki ---- --. - ----- --- --- / / ao z ' W z � ' Z in ' z °' C11; - , 43.50' 45.04' - 52.58' 52.34' 39.19' / 0 0 :30.00' M ;_ - " 'PPAE io o a' N89 29 57 E 235.37 0 / io „ 0 o SEEINSERT 0 o N50'33 48 W , G�� Gg SEE DETAIL A THOMAS DRIVE 0 SEE DETAIL B LOT 16 ^^ f BELOW 0 0 i 21.26'(r6) f0' PU • _ N89'29'57"E 213.85' _ M 5,608 SF E z z N50'34'56"W � ��-SEE CURVE 188.89' 'P Ocs ?6�41�09„� 0 o `� 21.22'(m) G�� -O DETAIL CZ 24.9fi oo C7 N g�,26' ad o�d +i C15 o ao 00 v - 0 O _ G O' N89'29'57"E 170.00' �`? t° � `" v E � •_ � NNNv i• cS N89'39'12"E 18.52' G�� 1 1 85.00' 85.00' i h 4,0017 SF10 LOT 11 t� O 19 V ►� � ,� 'n THOMAS = _'x G3 moo. G 25.00' 25.00' co io _! ?- - -•-, - - 0 0 IN r- LOT 12 DRIVE �: �� PUE 0 �, LOT 27 0, LOT 32 N S89 53 03 E o 0 0 0 (60' WIDE} (r6) > - r. _ C18 LOT 24 r� t1' o 4,319 SF 0 4,344 SF > > • in rn 0000 30.00 U-: " d an 25.00 25.00 r 94.18 r` � 0 0 0 o INSERT N89 3912E o 4,316 SF o Ki o- ri 0 0 U) V) SCALE: 1" = 5' N33'10'53"W 156.26'(m) �� "'ci` 4.13 G15 , � t° Q PUE 10' AVION WATER ESMT. 0 rn o, + •�. N33'10'53"W 156.66'(r6) aa,, � . 10 PUE V J�10' PUE N89'41'45"E 170.00' y �O- 18 '`� '`� W 0.74' I 22.39'(m)-� ` 30 COID ESMT. N89'41'45"E '� 04 85.00' 85.00' ¢ 4,229 SF d' 3 0 3 (D 00 I W 22.31'(r6) {r6) (rs)�- (SEE SHEET 4) U? N 04 • " '? 4- M Ki N89'38'06"E 34.21' m >` I w 80.61 w LL w w co io LOT 33 io N89 37 40 E o v o n to F- ( ) , _ LOT 28 c� � LOT 23 �n W = o j o �O 93 Sm 0 CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD C1 48.80' 31.00' 90'11'48" N45'24'09"W 43.92' C2 105.49' 200.00' 30'13'16" S74723'19"W 104.27' C3 106.03' 200.00' 30'22'30" S74'27'57"W 104.79' C4 119.19' 50.00' 136'35'01" N22'13'33"W 92.91' C5 43.45' 50.00' 49'47'30" N21'10'12"E 42.10' C6 37.95' 50.00' 43'2856" N25'28'01 "W 37.04' C7 35.24' 50.00' 40'23'02" N6724'00"W 34.52' C8 2.55' 50.00' 2'5533" N89'03'17"W 2.55' C9 121.31' 230.00' 30*13'16" S74'23'19"W 119.91' C10 90.11' 170.00' 30'22'30" S74'27'57"W 89.0T C11 17.30' 230.00" 4'18'36" S87'20'42"W 17.30' C12 54.06' 230.00' 13*28'04" S78'27'22"W 53.94' C13 49.95' 230.00' 12'26'36" S6530'03"W 49.85' C14 54.37' 170.00' 18'19'22" S68'2622"W 54.13' C15 35.76' 170.00' 12'03'08" S83'37'38"W 35.69' C16 107.01' 230.00' 26'39'24" S72'36'24"W 106.04' C17 89.52' 170.00' 30'10'17" S74'21'50"W 88.49' C18 5.28' 170.00' 1'4645" S60'1O'04"W 5.28' C19 84.24' 170.00' 28'2332" S75'15'12"W 83 38' C20 254.67' 51.00' 286'06'20" N62'27'19"W 61.31' C21 52.10' 51.00' 58'32'00" S03'45'31 "W 49.8T C22 43.82' 51.00' 49'13'30" S57'38'16"W 42.48' C23 7.06' 5.00' 80'54'06" N40'08'48"E 6.49' C24(m) 111.00' 180.00' 35'19'54" N82'32'18"E 109.25" C24(r5) 110.95' 180.00' 35*19'01" N82'3333"E 109.20' C25 76.82' 180.00' 24'27'15" N8758'38"E 76.24' C26 34.18' 180.00' 10�52'39" N70'18'41 "E 34.12' C27 89.63' 210.00' 2477'15" N87'58'38"E 88.95' C28 24.14' 210.00' 6'35'13" S83'05'21 "E 24.13' C29 46.19 210.00' 12 36 05" N87'19'00"E 46.09' C30 19.30' 210.00' 5'15'57" N78-22'59"E 19.29' C31 158.75' 51.00' 1 4 78'20'50" N08'3434"W 101.99' N89'39 12 E 34.21 (r6) `. ; O \ M `� to 4 306 SF o 0 - -� .ti •O 6,223 SF o M oo I_- , 0 4,306 SF N ci , co f ow o = o LOT 25 ao = c!o 0 '� j AVION WATER ESMT. `n a ~ RECORD REFERENCES W ;' SCALE: 1" = 2' ��. 4�• rQ 4,007 SF 0 0 r- M LOT 19 to > o o o� 0 0 N89'41'45"E 170.00' ;� W ,� 1 4,252 SF N qt LOT 18 0 W (� © o (0) SURVEY: BY RICHARD W. BURTON; FILED 9101/1970 CS03492 ^ ,1 uj 69.92' 80.44' / (/? 85.00' 85.00' co N89'3T40"E i cn , 0.58 g.39 LOT 29 LOT 34to to (r2) SURVEY: BY RICHARD H. GRAUE; FILED 12/01/1971, CS03493 W o LOT ; ���� N89'i 8'29"E 25.00' 25.00' io 'to in N t3.. N N ' 23,% % y 150.36' PUE _ C23 cc 4,306 SF 4,306 SF co 3 Z 3 3 93.53 M (r3) LOT LINE ADJUSTMENT No. 94-50: BY MICHAEL W. TYE; FILED 9I29i1994, CS1 1967 i ' ,Ro• 0 o o �n 10 in z z W, 0 `'�"" - ; % sr4ss�- \ LOT 26 'n SEE DETAIL C PPAE oo Z 0 as M i LOT 20 °►�' O O (r4) SURVEY: BY RUssELL M. KARL JR.; FILED 7/23/2004, CS1598a W LOT 23�t _� ;a. S 9,022 SF PUE !L 4,238 SF try �' d. { d. U U (r5) 27TH STREET CROSSING: BY MICHAEL W. TYE; RECORDED 3/1212007, INSTRUMENT No. 2007-14863; �`s� - N89'41'45"E 170.00' o W o o w w FILED 3/14/2007 CS17247 Q r SCALE: 1" = 5' �� 85.00' 85.00' z� f z z 4 N89'3T40"E U) cn 3 (r6) PETTIGREW PLACE, PHASE 2: BY PATRICK G. COLE; RECORDED 5/2012016, INSTRUMENT No. 2016-19585; LOT 23 �� �,�9. ��F , in _ PPAE 93.21' FILED 5/24/2016, CS19108 LOT 19 1 ^��jJ sy� LOT 30 00 t° t N °r co t° 0) LOT 21 0 (0) RECORD OF SURVEY: BY PATRICK G. COLE; FILED 10/18/2016, CS19208 Q^ i LOT 26 r J F� 0 i 4,175 SF - o O ,.� j M N89'41'45"E o 4�0& S5 'n W t 4,223 SFto (r8) PETTIGREW PLACE, PHASE 3: BY PATRICK G. COLE; RECORDED 6/02/2017, INSTRUMENT No. 2017-21220; 4 A �_ z 10 PUE FILED 6/05/2017 CS19365 ,� ; = P�� LOT 22 ��SS��. 21.14 10 PUE N89'41'45"E 173.53' N89.37'40"E 20' ROW DEDICATION ` O W U (r9) RECORD OF SURVEY: BY PATRICK G. COLE; FILED 5/24/2018, CS19654 SEWER ESMT. 88.53 85.00 co (� �s p 92.89 (dl) STATUTORY WARRANTY DEED: RECORDED 6/15/2018, INSTRUMENT No. 2018-024583 Q'G � tij AVION WATER ao LOT 36 I LOT 22 T - \, p� .S / ESMT. LOT 31 oa 4,245 SF w M 4,210 SF (d2) STATUTORY WARRANTY DEED: RECORDED 6115/2018, INSTRUMENT No. 2018 024584 LOT 20 Q L 6 �' �� .a- �' " , 5,700 SF 0 rn . `t---.._..- ` ui 5 PUE d- (d3) STATUTORY WARRANTY DEED: RECORDED 6/15/2018, INSTRUMENT No. 2018-024585 LOT 21 N00 00 00 W 27.56----•........................... 380.43'(m}....---......r'.....---....................._.........................-----... ��slJ 5.17' ...._....----------. > 0> 1 1 11.0T(m,r6) 124.68' r 85.00' --- 125.00' 25.00'! - - 92.57= --�- - - _ .--- r -- 20 0o g , � 3 , t� Q� 39.74'(m) 50.12'(m) (r8) 40.05'(m) 39.94'(m) (r8) 45.02'(m) 25.00' 25.00' 92.54'(m) (r8) 3 2 C.O.C.S. NO. u - 50; 00 r 92.56 (r8} ................. 18120240 REGISTEREDin At AM 5/8" tR WITH RPC 23.01'(m} 40.00'(rB) . '( 8) 40.00'(r8) 40.00'(r8) 45.00'(r8) (m,r8) (m,r8} {r8) PROFESSIONAL MKD "HWA REFMON" (r6) 23.02' r8 .' ( ) " -- -----S89'38'06"W 441.50'(m) . ----•- . INITIAL POINT T18S R12E LAND SURVEYOR HELD 518" IR (r8) 5/8 IR (r8) (�) S89 37'40"W 441.65'(r8) Z LU 3 ^ LOT 33 ACE DBC, S89 37 34 W(d1,d2) _Z U T- - PL NORTH LOT 1 LOT 2 LOT 3 LOT 4 RESET LOT 6 LOT 7 LOT 8 u- Q 00 m o-�T�GRE S� 3 3 29 LOT 5 LOT 9 LOT 10 ui a bo pi 4 PE P�A CIVIL ENGINEERING � SURVEYING I PLANNING 0 10 25 50 75 100 150 z r' ��$> 2017 OREGON 62930 O.B. RILEY ROAD, STE. 100, BEND. OR 97703 won PETTIGREW PLACE, PHASE 3 HWA SEPTEMBER 17, 2018 PH: (541)389-9351 I FAX. (541)368-5416 (r8) LOT 34 BENJAMIN J. HRON WEB: wwwAwA-INCORG SCALE: 1" = 50' QUARTER CORNER OF SECTIONS 2 AND 3 92723 (r8) 4 0 FOUND 2-112" STAINLESS STEEL PIPE WITH EXPIRES: 6/30/2021 SHEET 3 OF 4 Land Projects\171109 - Heritage Homes\dwq\l 71109- PLAT. dwq Sep 24, 2019 - 3: 39pm 3-1/4" BRASS CAP IN MONUMENT CASE (r9) CS20009 DESCHUTES COUNTY SURVEYOR FlLED 9 a5/zDlq By.- Donkclb2rq DETAIL D PUE SCALE: 1" = 20' C18 Gk1 S24.18"09"E 10.00' \� LOT 23 DETAIL E PUE SCALE: 1" =10' LOT 24 3 0 10.00' - w 0 t� 2.50 00 ri N89'41'45" 0 o L 10.00' 2.50' o0 - LOT 25 DETAIL F PUE SCALE: 1" =10' LOT 26 EN85'00'30"E 8.68' C40 �C23 N13"12'20"W 5.00' N89'31'34"E 161.49'(r6) N89'31'52"E 161.56'(c) a� 662• S 2, 6� EASEMENT AGREEMENT 'j0 37 84� (BK. 498 PG. 2341) DETAIL G SEWER ESMT. GRANTED THfS PLAT o SCALE: 1" =10' m w G39 N � C38 LOT 31 o0 cv { j n o 1.42 11.36' -� 7.22' z---- - -- - S89.41'45"E 20.00' LOT 26 DETAIL I SCALE: 1" =10' PUBLIC PEDESTRIAN ACCESS ESMT. M�O� U� GRANTED THIS PLAT � a LOT 34 , PUE � d�- 2.50"\ `I 4.127 N 5.88 N8941 45" E, r N00'18'15"W-�}""J- 2.50'- 2.81'1 0 N too LOT 35 cc ad PUBLIC PEDESTRIAN \ ACCESS ESMT. GRANTED THIS PLAT \ 3 00 r o 0 z 84 0O,�c�� r''61 BIG SKY VILLAGE LOCATED IN THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER (SE1/4 SE1/4 NE1/4) OF SECTION 3, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, PUE CITY OF BEND, DESCHUTES COUNTY, OREGON SCALE: 1" =10' CITY OF BEND PROJECT No. PZ 17-0894 AUGUST 30, 2019 S 7g•47,45"E ��� `J. 2.54' ,t f j�l o 2.54' �.. t LOT 1 0� : LOT 2 '! dc) 2.50''L o r! 1 ' i 2.50' �r N89'2957"E i! ! T E in in rnrn W S0'` 00 o 0 z z 77 DETAIL H ?s6- rcJ� AVION WATER ESMT. (;. GRANTED THIS PLAT 6J SCALE: 1" =19 LOT 30 s \fig G�1 9�,\ \F >/ / LOT 31 09\ / \l_PUE DETAIL J AVION WATER ESMT. GRANTED THIS PLAT SCALE: 1" =10' N89'41'45"E F-5.00' LOT 33 o 0 3 00 N89'41'45"E o 5.00' O z LOT 34 L5.00' N89'41'45"E DETAIL K PUE SCALE: 1" =10' LOT 32 3:_ 10.00' _ ,n - 3 'qr 2.50 co N N89'41'45"E a�a rl 0 10.00' o'er 2.50' L_ o z �" in nn'- z LOT 33 30.00' COLD ESMT: (SEE EASEMENT NOTE 2, SHEET 1) 20.00' COLD ESMT: (SEE EASEMENT NOTE 3, SHEET 1) PUE SCALE: 1" =10' f T.50" �\ rJ� LOT OT 4 r! i r �20' N89'29'57"E SCALE: 1" = 20' i LOT 26 ` LOT 31 �� ��� \(8 INSERT 28.18' , SCALE: 1 " = 2 r� S89'38'06"W `'� �' 0.; ' 28.45 � LOT 26 1 L SEE INSERT CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD C32 2.53' 210.00' 0'41'21" N81'21'38"E 2.53' C33 2.53' 210.00' 0'41'25" N80'40'15"E 2.53' C34 11.42' 19.50' 33'3328" N17'04'59"W 11.26' C35 29.87' 25.50' 67'06'57" N00'18'15"W 28.19' C36 11.42' 19.50' 33'3329" N16'28'29"E 11.26' C37 1 10.07' 51.00' 11*18*47" N38'40'54"E 10.05' C38 1.47' 51.00' 1'3922" N83'04'42"E 1.47' C39 19.67' 51.00' 22'05'40" N71 *12'11 "E 19.55' C40 3.39' 51.00' 3'48'11" S78'41'45"W 3.38' C41 28.27' 230.00' 7'0231" N62'47'57"E 28.25' C42 28.89' 240.00' 6'53'49" N62-50-45"E 28.87' PUE SCALE: 1" =10' r N89*41'45"E 00 r 10.00 0 0� 00 ! 0 z"' 10.00' �Z ! S89'38'06"W DESCHUTES COUNTY SURVEYOR FILED % z5 20/9 BY: Dvnk�4' EXPIRES: 6/30/2021 LINE TABLE LINE BEARING DISTANCE L1 N45'4225"W 123.04' L2 N40'53'55"W 73.22' L3 N49106'05"E 10.00' L4 N40'53'55"W 11.32' L5 N33'12'01"W 159.27' L6 N50'34'56"W 50.42' L7 NOO'06'01 "E 38.78' NORTH 0 10 25 50 75 100 150 won SCALE: 1" = 50' LEGEND SUBDIVISION BOUNDARY - RIGHT OF WAY CENTERLINE INTERIOR LOT LINE EASEMENT OF RECORD - - - -- -- - EASEMENT DEDICATED THIS PLAT -------------- SURVEY TIE - INFORMATIONAL LINE ® SET MONUMENT (SEE SHEET 3) O DIMENSIONED POSITION, NOTHING FOUND OR SET ESMT. EASEMENT P.L. PROPERTY LINE PPAE PUBLIC PEDESTRIAN ACCESS EASEMENT, GRANTED THIS PLAT PUE PUBLIC UTILITY EASEMENT GRANTED THIS PLAT AIL mm 14 VVA CIVIL ENGINEERING I SURVEYING I PLANNING SHEET 4 OF 4 C7 O O O C.0 : \Land Pro 171109 - Herit CS20009 AFFIDAVIT FOR RESETTING PLAT MONUMENTS, BIG SKY VILLAGE, Located in SE % SE % NE % of Section 3, T.18 S., R.12 E., WM, OR CS 20009 5/8/2020 Deschutes County Official Records 2020-21624 Nancy Blankenship, County Clerk �JY ES Cb 01289427202000216240010011 05/13/2020 02:22 PM D-AFFIM Cnt=1 Stn=38 STFCLK $5.00 $11.00 $61.00 $10.00 $6.00 $93.00 I, Benjamin J. Hron, Oregon PLS #92723, depose and say that I am the surveyor who surveyed BIG SKY VILLAGE, recorded on September 25, 2019 as Instrument Number 2019-36033, Deschutes County Official Records, Deschutes County, Oregon, and in accordance with ORS 92.070 (5), I have correctly surveyed and reset certain plat monuments as hereinafter described. Said monuments were reset in accordance with ORS 92.060 on the date stated below. All monuments were reset with the same type monuments as were originally set (5/8" iron rods with yellow plastic cap marked "HWA"). The following monuments were destroyed by construction and were reestablished on April 10, 2020: - Angle point in line between Lot 2 and Lot 7 Angle point in the line between Lot 4 and Lot 9 Corner common to Lot 4 and Lot 9, along the West line of Lot 5 NE corner of Lot 10 Benjamin J. Hron, Oregon PLS #92723 Hickman, Williams and Associates, Inc. 62930 O.B. Riley Road, Suite 100, Bend, OR 97703 State of Oregon, County of Deschutes ) SS i Personally appeared before me this S day of2020, of Hickman, Williams and Associates, Inc. , Notary Public Printed Name: i Ke" } 4®'' Commission Number: /Z)X My Commission Expires: �1 OFFICIAL STAMP KRISTI JEAN SOROVEC NOTARY PUBLIC-OREGON COMMISSION NO.9=10A MY COMMISSION EXPIRES MAY 7, 2021 COUNTY SURVEYOR APPROVAL Approved this ��day of ///f y , 2020, in accordance with ORS 92.070 (5). AIF 1/. a/ SA Z Y UU M. � �A 0 ZP Printed Name Aignature AFTER RECORDING RETURN TO: DESC1 UTES COUNTY SURVEYOR'S OFFICE, 61150 SE 27TH STREET, BEND, OR 97702 AFFIDAVIT FOR RESETTING PLAT MONUMENTS, BIG SKY VILLAGE, Located in SE 1/a SE 1/a NE 1/a of Section 3, T.18 S., R.12 E., WM, OR CS 20009 Pars 1 6/8/2020 Deschutes County Official Records 2020-27879 Nancy Blankenship, County Clerk Dui Es ca """"*•"` 01295989202000278790010012 06/16/2020 11:32 AM D-AFFIM Cnt=1 Stn=25 AP $5.00 $11.00 $61.00 $10.00 $6.00 $93.00 I, Benjamin J. Hron, Oregon PLS #92723, depose and say that I am the surveyor who surveyed BIG SKY VILLAGE, recorded on September 25, 2019 as Instrument Number 2019-36033, Deschutes County Official Records, Deschutes County, Oregon, and in accordance with ORS 92.070 (5), I have correctly surveyed and reset certain plat monuments as hereinafter described. Said monuments were reset in accordance with ORS 92.060 on the date stated below. All monuments were reset with the same type monuments as were originally set (5/8" iron rods with yellow plastic cap marked "HWA"). The following monuments were destroyed by construction and were reestablished on June 2, 2020: - Corner common to Lot 2 and Lot 3 along the southerly right of way of SE Philly Avenue. - Corner common to Lot 3 and Lot 4 along the southerly right of way of SE Philly Avenue. - Corner common to Lot 8 and Lot 9 along the northerly right of way of Thomas Drive. Bent amin J. Hron, Oregon PLS #92723 Hickman, Williams and Associates, Inc. 62930 O.B. Riley Road, Suite 100, Bend, OR 97703 State of Oregon, County of Deschutes ) SS / Personallyappeared before me this �^ day of 20209 PP � � � f' ' of Hickman, Williams and Associates, Inc. Notary Public Printed Name: /) % 7/ X0 40,lee OFFICIAL STAMP ? Kwin JEAN BORMEC Commission Number: / �J _ NOTARY PUBLIC-4REQOM COMMISSION NO. M10A My Commission Expires: Mau 71, �v MY COMMWION EXPIRES MAY 7, 2021 COUNTY SURVEYOR APPROVAL Approved this -._ day of JW� , 2020, in accordance with ORS 92.070 (5). e Printed Name Signature AFTER RECORDING RETURN TO: DESCHUTES COUNTY SURVEYOR'S OFFICE, 61150 SE 27TH STREET, BEND, OR 97702