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Quail Crossing, Phase 1 - CC&R's

Page 1

DESCHUTES COUNTY OFFICIAL RECORDS

2003-49693

NANCY BLANKENSHIP, COUNTY CLERK

F-585

$81.00

QUAIL CROSSING, PHASE I

10011 Stn=23 $60.00 $11.00 $10.00

D-PLAT

07/24/2003 03:28:21 PM

JEFF

Cnt=1

PLAT #

BEING A SUBDIVISION OF A PORTION OF PARCEL A OF PARTITION PLAT NO. 1992-7 LOCATED WITHIN A PORTION OF THE SW 1/4 OF SECTION 15, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WM., CITY OF BEND, DESCHUTES COUNTY, OREGON SURVEYOR'S CERTIFICATЕ:

SURVEYOR'S NARRATIVE:

LLIAMS THE STATE OF OREGON, ERED PROFESSIONAL LAND SUR NG DULY SWORN, DEPOSE AND UNDER S CHAED BY92,ME,93OR ON REVSED STA AND 209 REVISED STATUTE WTH OREGON OF 2002 AT THE REQUEST OF PAT BAUER, AND THAT I HAVE CORRECTLY SURVEYED AND SOUTHWEST ONE-QUAR TER SUBDIVISION PLAT OF "QUAIL CROSSING, PHASE I" LOCATED WILLAMETTE MERIDIAN . (SW 1/4) OF SECTION 15, IN TOWNSHIP 17 SOUTH, RANGE CITY OF BEND, DESCHUTES COUNTY, OREGON, AND IS A PORTION OF PARCEL 'A', PARTITION PLAT NO. 1992-7 AND THAT A 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA" PARTICULARLY EXISTS AT THE "INITIAL POINT" AND THE PROPER DESCRIBED AS FOLLOWS:

WE WERE R

BEGINNING AT SAID INITIAL POINT, ON THE WEST BOUNDARY LINE OF SAID PARCEL A, SAID

BEND PER NOTICE OF

COURSES:

NOR

MORNINGSTAR DRIVE. THE TANGENT DIREСТ MONUMENTS ON SAID SOUT HT-OF-W INTERSECTION MONUMENT VERY WELL. THE CENTERLIN RADIL H (r3) OF SAID MORNINGSTAR WAS

SO

GSTAR DRIVE WAS BOUNDA

STAR

ALU

FEE

THE WESTERLY PLAT BOUNDARY WAS ESTABLISHED BY HOLDING THE RECORD DISTANCE OF 40.40 FEET (r1) FROM THE WESTERLY

THE NORTHEAST CORNER OF LOT 4, "MORNINGSTAR FIRST ADDITION". THE AREAS BETWEEN LOTS 3 AND 6, AND LOTS 5 AND 8 WHERE BOUNDARY

THE NORTHERLY BOUNDARY OF THIS PLAT WAS ESTABL

70.35

WEST

NORTH

MONUMENTS NEAR ITH THE EXCEPTION OF THE TWO MONUMENTS NEAR

EAR

ET:

BEARINGS

EAST A DISTANCE OF 148.34 FEET; NORTH 02'04'58" WEST A DISTANCE OF 63.67 FEET;

NORTH

E OF 18TH STREET. THIS

PLAT BOUNDARY.

STONEWOOD DRIVE AND THE FOUND MONUMENTS ALONG SAID WESTERLY BOUNDARY,

FEET;

APPROVED BY THE CITY OF

AND DECISION FILE NUMBER PZO1-476, BY THE CITY OF BEND DATED APRIL 12, 2002.

THE EAST BOUNDARY OF THIS PLAT WAS ESTABLISHED BY HOLDING THE FOUND MON LIN CREATE THE HT-OF-WA

BEGINNING POINT ALSO BEING THE SOUTHEAST CORNER LOT 1 OF THE PLAT OF MORNINGSTAR

FIRST ADDITION AS RECORDED ON SEPTEMBER 09, 1980 IN PLAT CABINET B, PAGE 772 IN THE OFFICE OF THE DESCHUTES COUNTY CLERK: THENCE ALONG THE BOUNDARY COMMON TO SAID PARCEL A AND SAID PLAT OF MORNINGSTAR FIRST FOLLOWING TEN (10)

BAUER TO PREPARE THE SUBDIVISION PLAT OF "QUAIL CROSSING, PHASE

CLIENT'S INSTRUCTION

THE CENTERLINE OF 18TH STREET PER CS12356,

AS NORTH

00°04'39" WEST.

NORTH 29'48'03" EAST A DISTANCE OF 164.69 FEET; E OF 162.58 COMMON BOUNDARY LINE SOUTH 8312' FEET; THENCE 51.87 FEET ALONG A NON-TANGENT CURVE TO THE RIGHT MTH A RADIUS OF 330.00 FEET. THE CHORD OF WHICH BEARS SOUTH 1117'56" WEST F 51.81 FEET:

THENCE SOUTH

WEST

81*29'37" EAST A DISTANCE OF 226.21 FEET

80.00

LINE OF 18TH

EACH

RIGHT-OF-WAY SIDE O CENTERLINE); THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH DRIVE (60.00 EOOT MDE

RIGHT-OF-W

ORNINGSTAR

IH RIGHT-OF-WAY LINE OF MORNINGSA

DRIVE (60.00 FOOT WDE RIGHT-OF-WAY, 30.00 FEET EACH SIDE OF MORNINGSTAR DRIVE THE FOLOING TO 2) COURSES

CENTERLINE): THENCEf

SUBDIMISION QUAIL CROSSINGS, INC., AN OREGON CORPORATION, VESTEE OF THE LAND AND MORE PARTICULARLY DESCRIBED IN THE SURVEYOR'S CERTIFICATE HEREUNTO ATTACHED, H

TANCE

SOUTH

127.45 FEET AL CURVE FEET, THE CHORD OF WHICH BEARS sO SOUTH 67'47'34" WEST A DISTANCE OF 214.52 FEET TERMINUS OF THIS DESCRIPTION.

330.00

FOR A DISTANCE OF 126.66 FEEТ;

GINNING,

CONTAINS 9.45 ACRES, MORE OR LESS, OF WHICH 2.46 ACRES ARE TO BE DEDICATED AS

PUBLIC STREETS

DECLARATION: SUCH PLAT AND DEO

SUBDIMIDED IN AGCORDANCE WITH ORS

SING,

AND

SHOWN ON SHEETS 4 AND 51

VE TORS

RUC FOREVE

HEREUNTO ATTAC

OV

SHOWN ON SHEETS 4 AND 5 FOR THE CONSTRUCTION, INSTALLATION, FURTHER CRANTS THE SLOPE FASEMENTS AS SHOWN ON

O

MAINTENAN

RIG

THE

ER FOR SIRE

E

MAINTENA

PUBLIC OL

BLIC A

WAYS

SAID STREETS AS THER SAND FUR FURTH

END FOR PE PLACEMENT; PLACEMENT: AND AND TY OF BEND FOR FILL SLOPE FURTHER GRANTS THE SIDEWALK EASEMENTS WHICH AFFE 9, S1, 52, 34 AND 35 AS SHO S THE SIGN EASEME ON SAID SHEETS 4 AND 5 FOR PUBLIC ACCESS; AND FURT AFFECT PORTIONS OF LOIS 26 PORTIONS Of LOis 2 AND 3. FOOT WDE PRIVATE SEWER EASEMENTS WHIC HE 15.00 FOOT WDE PRIVATE S EASEMENT00 500 WDE EENCE E BENE PORTIONS OF SAID LOTS 2 1 AND 35; AND FURTHER RESERVES TH AND

PLAT INDEX:

SHEET 2:

UST REGORDED

RE

FORTHER GRANTS THE SLOPE EASEMENTS AS SO

SHEET 1:

SAID LAND TO BE PLATTED AS

FFICIARY

VER BANK

FEBRUARY 27, 2003 IN VOLUME 2003, PAGE 1326 DESCRIE AS DESC I" AS PHASE T CROSSING, PHASE WOOD DRIVE, CRESTED COUR

OSSING.

SURVEYOR'S CERTIFICATE ARATIO YOR'S NARRATIVE

(SEE SHEET 2 OF

5 FOR DECLARATION

A

SIGNATURES)

PLAT SIGNATURES

POST-MONUMENTATION NOTE SHEET 3:

BOUNDARY

SHEETS 4-5:

RESOLUTION 1" = 100' SCALE

PLAT DRAWING 1"

=

50' SCALE

PREPARED BY:

REGISTERED

LAND SURVEYOR

SURVEYORS ENGINKERS HICKMAN, WILLIA

OREGON

805 SW

DAVID R. WILLIAMS EXPIRES: 30 JUNE,

2004

6/1/63

OCIATES, INC.

SHEET 1 OF 5 020503P1-3


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