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Eagle Crossing - CC&R's

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EAGLE CROSSING

LOCATED IN THE SOUTHEAST ONE-QUARTER OF THE SOUTHWEST ONE-QUARTER

(SE1/4 SW1/4)

RECORDS

DESCHUTE

NANCY BLANKENSHIP, COUNTY CLERK

TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OREGON OF SECTION 23,

2015-34535 $108.00

08/20/2015 04:45:24 PM

D-PLAT Cnt=1 Stn=7 PG $60.00 $11.00 $21.00 $10.00 $6.00

SURVEYOR'S CERTIFICATE

SURVEYOR'S NARRATIVE:

I, DAVID R. WLLIAMS, REGISTERED PROFESSIONAL LAND SURVEYOR FOR 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

WE WERE RETAINED BY HAYDEN

STATUTES CHAPTERS 92,

93 AND 209 IN MAY OF 2015 AT THE REQUEST OF HAYDEN HOMES, LLC, AND THAT I HAVE

CORRECTLY SURVEYED AND MARKED WITH LEGAL MONUMENTS THE LAND REPRESENTED ON THIS SUBDIVISION PLAT OF "EAGLE CROSSING", BEING LOCATED IN THE SOUTHEAST ONE-QUARTER OF THE SOUTHWEST ONE-QUARTER (SE1/4 SW1/4) OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OREGON, AND THAT A 5/8" IRON ROD WITH CAP MARKED "HWA" EXISTS AT THE "INITIAL POINT", BEING THE NORTHWEST CORN BLOCK 1, SUNTREE, AND THE PROPERTY BEING PLATTED IS MORE PARTICULARLY DESCRIG THE NORTHWEST COM BEGINNING AT SAID INITIAL POINT; THENCE BEGINNI 0 (2)

NORTH

ERLY RIGHT-OF-WA

LEFT WITH A RADIUS OF 159.63 FEET, THE CHORD

E AR

125.37 FE

NORTH

78.25 FEET ALONG

THE

NORTH 22*29'20"

FOLLOWING ONE

F A

REVE 76.25

A DIST

TO THE RIGHT WITH A RADIUS OF 99.63 FEET,

EAVING ANTY DEED REC

OF WHICH BEARS

THE CHO

THA

(1)

HOMES, LLC,

NG", BEING LOCATED IN

TO PREPARE AND MONUMENT THE PLAT O

THE SOUTHEAST ONE-QUARTER OF THE SOUTHWEST ONE-QUARTER (SE1/4 SW1/4) 12 EAST WM CITY OF REND DESCHUTES COUNTY OREGON AS APPROVED RY CT

ISHIP

ADMINISTR

REVEW AND DECISION, FILE NUMBER "PZ 14-0512", МAILED OCTOBER 8, 2014 "EAGLE CROSSING"

CONSISTS OF THREE PARCELS OF LAND WHICH 14 11 2014 PAGE 37071 (d1) OF DESC

HIST

RECORD

REC

TORY

PORTION DESCR

T EAST TAINED IN (d1) WAS RESEARCHED. THE EXCEPTION TEXT IN THE DEED RECORDS BEGAN AS "EXCEPTING THE EAST 30 FEET IN THE ROAD". THE 30 FOOT DISTANCE IS CONSIDERED TO BE AMBIGUITY AND THE PURPOSE OF THE EXCEPTION (IN THE ROAD) WAS HELD. UREMEN EAGLE AD LYING IN DESCRIBED BELOW

30.00

THE

BEARS

RIGINALLY KNOW

THIS PLA

EAGLES ROAD)

WAS A

FINAL

ORDER RA

VEME

Y COMMISSIONER'S JOURNAL 4, PAGE 414 WITH A 40.00 FOOT WIDE RIGHT-OF-WAY LYN THE CENTERLINE. SAID CENTERLINE WAS DETERMINED BY HOLDING THE POSTTIONS OF

URSES

ACH

SECTION

OTH BOUNDARY

SOUTH

OUTHWEST

ONE-QUARTER (N1/2 SE1/4 SИ COINCIDENT WITH THE NORTH BOUN FOUND MONUMEN INTREE". THIS LINE WAS DETERMINED BY HOLDING THE POSIT E CENTER-SOUTH-SOUTHWEST ONE-SIXTY-FOURTH (C-S-SW 1/64TH) CORNERS OF SAID SECTION. NORTH ONE-HALF OF SAID SE1/4 SW1/4;

TO THE POINT

SUBJECT TO:

LAND.

RMINL

FEET

AID SOUTH LINE, SOUTH 89'57'21" WEST A DISTA

THENG

ALL EASEMENTS, RESTRICTIONS AND RIGHT-OF-WAYS OF RECORD AND THOSE COMMON AND APPARENT ON THE

PLAT

E EASTERLY RIGH

ORD MEASUREMENT NORTHEAST CORNER OF LOT 1, BLOCK ONE, OF CORNER WAS DETERNINED TO RE

3-233

NORTHERLY TERMINUS OF CORNER BEARS SOU

SAID NORTHWEST

CONTAINS 7.09 ACRES, MORE OF LESS, OF WHICH 1.42 ACRES ARE TO BE DEDICATED AS PUBLIC ROAD RIGHT-OF-WAY PER THIS

THE FOUND MONLIMENT NEAR

FEET

THE FOUND MONUMENT AT THE SOUTHEAST CORNER OF

AS DEPICTED ON SAID MINOR LAND PARTITLON

SIXTY-FOURTH (-SWSOEBETH FOOND MONOMENTS AT THE CENTER-EAS

ONE-SIXTY-FOURTH (C-E-SW 1/64TH) AND THE SOUTHEAST-SOUTHWEST ONE-SIXTY-FOURTH (SE-SW SAID SECTION. THE MID-POINT BETWEEN SAID C-E-SW 1/64TH AN E-SW 1/64TH CORNER BETWEEN SAID C-S 1/16TH AND SAID C-S-S 1/64TH WERE HELD TO DETERMINE THE NORTH LINE OF THE SO THE NORTHWEST ONE-QUARTER OF SAID SE1/4 SW1/4 (S1/2 N W1/4) TO COMP FOUND MONUMENTS NEAR THE NORTHEAST PLAT CORNER WERE DET

DECLARATION: HAYDEN HOMES, LLC,

S PLA

BOUNDARY

100.00

PLAT OF

-S 1/64TH AND

THE BASIS OF BEARINGS FOR THIS SURVEY

SUBDIMISION PLAT OF "EAGLE AN OREGON LIMITED LIABILITY COMPANY, VESTEE LARLY DESCRIBED IN THE SURVEYORS CERTIFICATE HEREUNTO ATTACHED, HAVE CAUSED SAID LAND

NGS STATION

PILOT BUTTE' (PID QD1681). ALS

THE PUBLISHED CENTRAL OREGON

COORDINATE

CEN

REGON COORDINA ORDIN

-POINT

ALF O LINE.

OBSERVATIONS BASED COORDINATE SYSTEM CONTROL POINT 'GIS 031'.

TO BE PLATTED AS SHOWN ON SUCH PLAT AND DECLARE THE SUBDIVISION PLAT OF "EAGLE CROSSING" TO BE PREPARED AND PROPERLY SUBDIMDED IN ACCORDANCE WITH O.R.S. CHAPTER AND HEREBY DEDICATES

CROSSING AVENUE",

PUBLIC FOREVER FOR ROAD AND UTILITY PURPOSES THE RIGHTS-OF-

"N.E NOLAN STREET", AND FBEND THE 20.0

AND FURTHER GRAN PERSON OR EN

OR WITHIN ND FURTHER

OPEN SPACE

"N.E. EAGLE

WITHOU

APPROVAL

STRUCTURE

FACE

TY OF BEND

PLAT INDEX:

SHEET

AND FURTHE

SHEET 1:

FOREVER,

SURVEYOR'S NARRATIVE

CHT TO INSTALL MAINTAIN AND OPERATE THEIR

SHER

SURVEYOR'S CERTIFICATE

E NECESS AND ALL OTHER RELATED FACILUTIES WTHIN THE PUBLIC UTILTY EASEMENTS IDENTIFIED ON DESIRABLE IN SERVING THE LOTS IDENTIFIED HEREON. INCLUDING THE RIGHT OF ACCESS TO SUCH FAGILITIES AND THE

REQUIRE THE REMOVAL OF ANY OBSTRUCTIONS INCLUDING TREES AND VEGETATION THAT MAY BE PLACED WITHIN THE PUE AT WITHIN OWNER'S EXPENSE. AT NO TIME MAY ANY PERMANENT STRUCTURE OBSTRUCTION WHICH INTERFERES WITH THE USE OF THE P.U.E. WTHOUT WRITTEN APPROVAL OF THE UTILITY COMPANIES INN TH

THE LO

SHEET 2:

DECLARANT SIGNATURES SIGNATUR EASEMENT EXHIBIT, 1"=100'

SHEET 3:

PLAT MAP

1"=50'

OBSTROCT

AND FURTHER CREATES THE PUBLIC ACCESS EASEMENT OVER PORTIONS OF LOTS 1 THR SAID SHEET

LEY COURT PREPARED BY

AND FURTHER GRANTS TO AVON WATER, THE AVION WATER EASEMENT, OVER A PORTION OF LOT 24 AND A PORTION OF OPEN EET.

AND

FURTHER CREATES THE 10.00 FOOT WIDE PRIVATE UTILITY EASEMENT ON LOT 2 FOR THE BENEFIT OF LOTS 1 AND 3:

AND FURTHER CREATES OPEN SPACE TRACTS 1 AND 2 FOR THE BENEFIT OF THE EAGLE CROSSING OWNERS ASSOCIATION;

(SEE SHEET 2 FOR DECLARATION SIGNATURES)

REGISTERED

AND SURVEYOR VEYOR

HWA

HICKMAN, WILLIAMS & ASSOCIATE Y ROAD, SU

JULOREGON

DAVID R.WLLIAMS RENEWAL DATE: 06/30/16

PHONE: 541.389.9351 FAX: 541.388.5416

7/14/15 SHEET 1

OF 3

150105P1-3


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