HomeMy WebLinkAboutLPF-21-00002 Vatage Bay PUD Ph 1 Final MylarsVANTAGE BAY PUD �
A PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER, AND A PORTION OF THE
SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 17 NORTH,
RANGE 23 EAST, W.M., KITTITAS COUNTY, WASHINGTON
DEDICATION
KNOW ALL MEN BY THESE PRESENTS THAT BCSCBN, INC., A WASHINGTON CORPORATION DO HEREBY DECLARE THIS PLAT
AND DEDICATE TO THE PUBLIC FOREVER ALL ROADS AND WAYS HEREON IDENTIFIED AS PUBLIC RIGHTS-OF-WAY WITH THE
RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS, AND THE RIGHT TO CONTINUE TO DRAIN SAID ROADS AND
WAYS OVER AND ACROSS ANY LOT OR LOTS, WHERE WATER MIGHT TAKE A NATURAL COURSE, IN THE ORIGINAL
REASONABLE GRADING OF THE ROADS AND WAYS SHOWN HEREON. FOLLOWING ORIGINAL REASONABLE GRADING OF ROADS
AND WAYS HEREON NO DRAINAGE WATER ON ANY LOT OR LOTS SHALL BE DIVERTED OR BLOCKED FROM THEIR NATURAL
COURSE SO AS TO DISCHARGE UPON ANY PUBLIC ROAD RIGHTS-OF-WAY, OR TO HAMPER PROPER ROAD DRAINAGE. ANY
ENCLOSING OF DRAINAGE WATERS IN CULVERTS OR DRAINS OR REROUTING THEREOF ACROSS ANY LOT AS MAY BE
UNDERTAKEN BY OR FOR THE OWNER OF ANY LOT, SHALL BE DONE BY AND AT THE EXPENSE OF SUCH OWNER.
FURTHER, THE UNDERSIGNED, BCSCBN, INC., A WASHINGTON CORPORATION, OWNER IN FEE SIMPLE OF THE DESCRIBED
REAL PROPERTY, DOES HEREBY DECLARE THIS PLAT AND, IN LIEU OF DEDICATION OF ROADS, DOES HEREBY CONVEY TO
THE VANTAGE BAY PUD HOMEOWNERS ASSOCIATION, TO HOLD, SUBJECT TO AND TOGETHER WITH THE CCR'S AND PLAT
NOTES HEREINAFTER DESCRIBED AND SET FORTH, FOR THE BENEFIT OF AND ALL OWNERS OF LOTS AND TRACTS IN
THIS PLAT AND ALL PRESENT AND FUTURE PLATS AND TRACTS IN THE VANTAGE BAY PUD AS DESCRIBED IN THE
DEVELOPMENT AGREEMENT (HEREINAFTER DEFINED), ALL ROADS SHOWN HEREON (WITH THE EXCEPTION OF VANTAGE BAY
LOOP) WHICH SHALL BE INCLUDED IN THE PRIVATE ROAD SYSTEM.
FOLLOWING THE INITIAL CONSTRUCTION OF SUCH ROAD BY THE UNDERSIGNED, ALL FURTHER COSTS AND OBLIGATIONS FOR
CONSTRUCTION, MAINTENANCE, RECONSTRUCTION, SAFETY MEASURES, SNOW REMOVAL AND OTHERWISE OF ALL ROADS
WITHIN THIS PLAT SHALL THEN AND THEREAFTER BE THE OBLIGATION OFTF-IE VANTAGE BAY PUD HOMEOWNERS
ASSOCIATION.
IN THE EVENT THAT THE VANTAGE BAY PUD HOMEOWNERS ASSOCIATION, OR ANY ASSOCIATION OR COUNCIL HOLDING
TITLE TO THE ROADS WITHIN THE PLAT, SHALL PETITION THE COUNTY COMMISSIONERS TO INCLUDE THE ROADS IN THE
COUNTY ROAD SYSTEM, IT IS UNDERSTOOD THAT THE ROADS SHALL FIRST BE RECONSTRUCTED TO THE THEN APPLICABLE
COUNTY STANDARDS.
THE UNDERSIGNED OWNER OR OWNERS OF THE INTEREST IN THE REAL ESTATE DESCRIBED HEREIN HEREBY DECLARE THIS
MAP AND DEDICATE THE SAME FOR A COMMON INTEREST COMMUNITY NAMED VANTAGE BAY PUD, A PLAT COMMUNITY, AS
THAT TERM IS DEFINED IN THE WASHINGTON UNIFORM COMMON INTEREST OWNERSHIP ACT, SOLELY TO MEET THE
REQUIREMENTS OF THE WASHINGTON UNIFORM COMMON INTEREST OWNERSHIP ACT AND NOT FOR ANY PUBLIC PURPOSE.
THIS MAP AND ANY PORTION THEREOF IS RESTRICTED BY LAW AND THE DECLARATION FOR VANTAGE BAY PUD, RECORDED
UNDER KITTITAS COUNTY RECORDING N0. ----------------- .
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IN WITNESS WHEREOF, WE SET OUR HANDS AND SEALS THIS --4T DAY OF 1_-Mloctxeh._-, A.D. 20*�
APPROVALS
KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS
LPF-21-00002
I HEREBY CERTIFY THAT THE PLAT OF VANTAGE BAY PUD HAS BEEN EXAMINED BY ME AND I APPROVE THIS PLAT.
DATED THIS ____ DAY OF
KITTITAS COUNTY ENGINEER
A.D. 20__.
CERTIFICATE OF COUNTY HEALTH OFFICER
I HEREBY CERTIFY THAT THE PLAT HAS BEEN EXAMINED AND CONFORMS WITH CURRENT KITTITAS COUNTY CODE CHAPTER
13.
DATED THIS DAY OF
KITTITAS COUNTY HEALTH OFFICER
A.D. 20__.
CERTIFICATE OF COUNTY PLANNING DIRECTOR
I HEREBY CERTIFY THAT THE PLAT OF VANTAGE BAY PUD HAS BEEN EXAMINED BY ME AND I FIND THAT IT CONFORMS TO
THE COMPREHENSIVE PLAN OF THE KITTITAS COUNTY PLANNING COMMISSION
DATED THIS DAY OF
A. D. 20__.
BCSCBN, INC.,
A WASHINGTON CORPORATION --------------------------------------
KITTITAS COUNTY COMMUNITY DEVELOPMENT SERVICES DIRECTOR
c -
BY: o
ITS: P rGs CERTIFICATE OF TREASURER
ACKNOWLEDGMENT
STATE OF
1
COUNTY OF A:�* )
ON THIS __Z!; DAY OF ____ �`AVLACA____, A.D. 2041, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC
IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED AND, TO ME KNOWN
TO BE THE ______________ OF OF THE CORPORATION, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE
AND VOLUNTARY ACT AND DEED OF BCSCBN, INC., A WASHINGTON CORPORATION, FOR THE USES AND PURPOSES THEREIN
MENTIONED, AND ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE SAID INSTRUMENT AND THAT THE
SEAL AFFIXED IS THE CORPORATE SEAL OF SAID CORPORATION.
(SIGNATURE):
(PRINT NAME): _441944AA-4_Sftdo K �)
NOTARY PUBLIC IN
AND FOR THE STATE OF _�i% __
km c. lowummmow
RESIDING AT
MY APPOINTMENT EXPIRES ���LQ�ZIL3 .rr0�0� XM6.mm.�- ZME-1-1
DEDICATION
KNOW ALL MEN BY THESE PRESENTS THAT 1ST SECURITY BANK OF WASHINGTON, THE UNDERSIGNED MORTGAGEE OF THE
HEREIN DESCRIBED REAL "PROPERTY", DOES HEREBY DECLARE, SUBDIVIDE AND PLAT AS HEREIN DESCRIBED, AND
DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL ROADS, STREETS, AVENUES, ALLEYS, PLACES, EASEMENTS OR
WHATEVER PUBLIC PROPERTY SHOWN THEREON WHICH SHALL BE MAINTAINED BY KITTITAS COUNTY AND DO HEREBY WAIVE
ALL CLAIMS FOR DAMAGES WHATSOEVER AGAINST ANY GOVERNMENT AGENCY ARISING FROM THE CONSTRUCTION AND
MAINTENANCE OF PUBLIC FACILITIES AND PUBLIC PROPERTY WITHIN THE SUBDIVISION SO PLATTED.
IN WITNESS WHEREOF, WE SET OUR HANDS AND SEALS THIS —4!6� DAY OF __ry`Amt>___, A.D. 20?L
1ST SECURITY BANK OF WASHINGTON
wow
ITS: ` ,
ACKNOWLEDGMENT
STATE OF
COUNTY OF
4�
ON THIS _ -3V.DAY OF ----- A.D. 20 zL, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC
IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED AND, TO ME KNOWN
TO BE THE ______________ OF OF THE CORPORATION, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE
AND VOLUNTARY ACT AND DEED OF IST SECURITY BANK OF WASHINGTON, FOR THE USES AND PURPOSES THEREIN
MENTIONED, AND ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE SAID INSTRUMENT AND THAT THE
SEAL AFFIXED IS THE CORPORATE SEAL OF SAID CORPORATION.
(SIGNATURE):
L.�ann G • $..0 iF� .
(PRINT NAME): ------------------ Lam:• �
NOTARY PUBLIC IN AND FOR THE STATE OF ___L•i_/A.S_%�.-
RESIDING AT
MY APPOINTMENT EXPIRES_ ��„aD�•OLS
AUDITOR'S CERTIFICATE
FILED FOR RECORD AT THE REQUEST OF KITTITAS COUNTY BOARD OF COMMISSIONERS THIS ----- DAY OF
------------------, A.D. 20_-, AT _______ MINUTES PAST ___- O'CLOCK ---- M. AND RECORDED IN
VOLUME ----- OF PLATS, PAGES ___________________; AFN---------------- RECORDS OF KITTITAS
COUNTY, WASHINGTON.
KITTITAS COUNTY AUDITOR
DEPUTY COUNTY AUDITOR
I HEREBY CERTIFY THAT THE TAXES AND ASSESSMENTS ARE PAID FOR THE PRECEDING YEARS AND ARE CURRENT AS OF
THE DATE OF MY SIGNATURE BELOW. PARCEL NUMBERS: 272933 AND 622933.
DATED THIS __- DAY OF
KITTITAS COUNTY TREASURER
CERTIFICATE OF ASSESSOR
A.D. 20__.
I HEREBY CERTIFY THAT THE PLAT OF VANTAGE BAY PUD HAS BEEN EXAMINED BY ME AND I FIND THE PROPERTY TO BE
IN ACCEPTABLE CONDITION FOR PLATTING. PARCEL NUMBERS: 272933 AND 622933.
DATED THIS DAY OF
KITTITAS COUNTY ASSESSOR
A.D. 20__.
KITTITAS COUNTY BOARD OF COMMISSIONERS
EXAMINED AND APPROVED THIS _-- DAY OF _____________, A.D. 20—
BY:
0__.
BY: ------
CHAIRPERSON
LAND SURVEYOR'S CERTIFICATE
ATTEST: -_-------
CLERK OF THE BOARD
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF BCSCBN, INC., A WASHINGTON CORPORATION ON
MARCH 25, 2021. 1 HEREBY CERTIFY THAT THIS MAP FOR VANTAGE BAY PUD IS BASED UPON AN ACTUAL SURVEY OF
THE PROPERTY HEREIN DESCRIBED; THAT THE BEARINGS AND DISTANCES ARE CORRECTLY SHOWN; THAT ALL INFORMATION
REQUIRED BY THE WASHINGTON UNIFORM COMMON INTEREST OWNERSHIP ACT IS SUPPLIED HEREIN; AND THAT ALL
HORIZONTAL AND VERTICAL BOUNDARIES OF THE UNITS, (1) TO THE EXTENT DETERMINED BY THE WALLS, FLOORS, OR
CEILINGS THEREOF, OR OTHER PHYSICAL MONUMENTS, ARE SUBSTANTIALLY COMPLETED IN ACCORDANCE WITH SAID MAP,
OR (2) TO THE EXTENT SUCH BOUNDARIES ARE NOT DEFINED BY PHYSICAL MONUMENTS, SUCH BOUNDARIES ARE SHOWN
ON THE MAP.
JAM hEICHHOFF, PROFES LAND SURVEYOR
CERTI TE NO. 50708
D.R. STRONG CONSULTING ENGINEERS
620 7TH AVENUE
KIRKLAND, WASHINGTON 98033
PHONE: (425) 827-3063
DATE:AQ±`----------
KITTITAS COUNTY AUDITOR'S FILE N0.
D. R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425,827.3063 F 425.827.2423
www.dfsh,ong.com
PROJECT NO. 19074 SHEET 1 OF 12
VANTAGE BAY PUD �
A PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER, AND A PORTION OF THE
SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 17 NORTH,
RANGE 23 EAST, W.M., KITTITAS COUNTY, WASHINGTON
LEGAL DESCRIPTION:
THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER, AND A PORTION OF THE SOUTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 17 NORTH, RANGE 23 EAST, W.M., COUNTY OF KITTITAS, STATE OF
WASHINGTON, AS DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND STATE OF WASHINGTON, DEPARTMENT OF NATURAL RESOURCES BRASS CAP MARKING THE
SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 30; THENCE NORTH 89'08'58"EAST, COINCIDENT WITH
THE SOUTH BOUNDARY LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 30, A DISTANCE OF 1,311.95 FEET TO THE
SOUTHWEST CORNER OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SAID SECTION 30 AND TO THE POINT OF
BEGINNING;
THENCE NORTH 00'01'47" WEST, COINCIDENT WITH THE WEST BOUNDARY LINE OF THE EAST HALF OF THE SOUTHEAST
QUARTER OF SAID SECTION 30, A DISTANCE OF 2,649.50 FEET TO THE NORTHWEST CORNER OF THE EAST HALF OF THE
SOUTHEAST QUARTER OF SAID SECTION 30; THENCE NORTH 00'02'31" WEST, COINCIDENT WITH THE WEST BOUNDARY LINE
OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 30, A DISTANCE OF 682.93 FEET TO THE
SOUTHEASTERLY RIGHT OF WAY BOUNDARY LINE FOR THE KITTITAS COUNTY'S ROAD KNOWN AS THE HUNTZINGER ROAD;
THENCE NORTH 15'59'58" EAST, COINCIDENT WITH THE SOUTHEASTERLY BOUNDARY LINE OF SAID HUNTZINGER ROAD, A
DISTANCE OF 128.32 FEET; THENCE NORTH 89'22'00" EAST, PARALLEL WITH THE SOUTH BOUNDARY
LINE OF THE NORTHEAST QUARTER OF SAID SECTION 30, A DISTANCE OF 82.30 FEET; THENCE SOUTH 00°15'08"EAST A
DISTANCE OF 311.88 FEET; THENCE NORTH 89'22'00" EAST, PARALLEL WITH THE SOUTH BOUNDARY LINE OF THE
NORTHEAST QUARTER OF SAID SECTION 30, A DISTANCE OF 746.70 FEET; THENCE NORTH 14'01'42" EAST A DISTANCE OF
544.41 FEET; THENCE NORTH 02'34'22" EAST A DISTANCE OF 302.06 FEET TO THE NORTH BOUNDARY LINE OF THE
SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 30; THENCE NORTH 89'19'24" EAST, COINCIDENT
WITH THE NORTH BOUNDARY LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION .30, A
DISTANCE OF 303.49 FEET TO THE BOUNDARY LINE OF THE PUBLIC UTILITY DISTRICT NO. 2 OF GRANT COUNTY'S PRIEST
RAPIDS HYDROELECTRIC PROJECT BOUNDARY FOR THE WANAPUM DEVELOPMENT AS MONUMENTED; THENCE SOUTHERLY,
COINCIDENT WITH THE WEST BOUNDARY LINE OF THE PUBLIC UTILITY DISTRICT NO. 2 OF GRANT COUNTY'S PRIEST RAPIDS
HYDROELECTRIC PROJECT BOUNDARY FOR THE WANAPUM DEVELOPMENT ON THE FOLLOWING NINE (9) COURSES:
1. SOUTH
27'32'30" WEST A
DISTANCE OF 0.13 FEET;
2. SOUTH
36'17'25" WEST A
DISTANCE OF 537.24 FEET;
3. SOUTH
14'01'43" WEST A
DISTANCE OF 922.92 FEET TO THE NORTH BOUNDARY LINE OF THE
EAST HALF
OF THE SOUTHEAST
QUARTER OF SAID SECTION 30;
4, CONTINUING
SOUTH 14'01'43"
WEST A DISTANCE OF 0.40 FEET;
5. SOUTH
14'02'17" WEST A
DISTANCE OF 394.45 FEET;
6. SOUTH
13'06'23" EAST A
DISTANCE OF 510.29 FEET;
7. SOUTH
13'08'44" WEST A
DISTANCE OF 537.53 FEET;
8. SOUTH
08'18'45" EAST A
DISTANCE OF 637.98 FEET;
9. SOUTH
19'02'59" EAST A
DISTANCE OF 644.10 FEET TO THE SOUTH BOUNDARY LINE OF THE EAST HALF OF THE
SOUTHEAST QUARTER OF SAID SECTION 30:
THENCE SOUTH 89'08'58" WEST, COINCIDENT WITH THE SOUTH BOUNDARY LINE OF THE EAST HALF OF THE SOUTHEAST
QUARTER OF SAID SECTION 30, A DISTANCE OF 971.31 FEET TO THE POINT OF BEGINNING.
TITLE RESTRICTIONS:
THIS SITE IS SUBJECT TO:
1. TAX RELATED MATTERS.
2. UNPATENTED MINING CLAIMS; RESERVATIONS OR EXCEPTIONS IN THE UNITED STATES PATENTS OR IN ACTS
AUTHORIZING THE ISSUANCE THEREOF; WATER RIGHTS, CLAIMS OR TITLE TO WATER.
3. TITLE TO ANY PROPERTY BEYOND THE LINES OF THE REAL PROPERTY EXPRESSLY DESCRIBED HEREIN, OR TITLE TO
STREETS, ROADS, AVENUES, LANES, WAYS OR WATERWAYS ON WHICH SUCH REAL PROPERTY ABUTS, OR THE RIGHT TO
MAINTAIN THEREIN VAULTS, TUNNELS, RAMPS, OR ANY OTHER STRUCTURE OR IMPROVEMENT; OR ANY RIGHTS OR
EASEMENTS THEREIN UNLESS SUCH PROPERTY, RIGHTS OR EASEMENTS ARE EXPRESSLY AND SPECIFICALLY SET FORTH IN
SAID DESCRIPTION.
4. LIEN RELATED MATTERS.
5. INDIAN TRIBAL CODES OR REGULATIONS, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENTS OR EQUITABLE
SERVITUDES.
6. TAX RELATED MATTERS.
7. TAX RELATED MATTERS.
8. RIGHTS OF WAYS FOR CANAL AS DISCLOSED BY NOTICES OF WATER RIGHTS RECORDED SEPTEMBER 30, 1905 UNDER
AUDITOR'S FILE NO. 25066, BY COHASSET IRRIGATION COMPANY; RECORDED MARCH 29, 1911 UNDER AUDITOR'S FILE NO.
29307, BY SADDLE BAR IRRIGATION COMPANY AND RECORDED NOVEMBER 6, 1911 UNDER AUDITOR'S FILE NO. 30859, BY
W.D. VAN SLYKE.
9. AN EASEMENT INCLUDING THE TERMS AND PROVISIONS THEREOF FOR THE PURPOSE SHOWN BELOW AND RIGHTS
INCIDENTAL THERETO AS SET FORTH IN INSTRUMENT:
PURPOSE: FOR ANY PUBLIC ROADS HERETOFORE LAID OUT OR ESTABLISHED, AND NOW EXISTING OVER AND ACROSS ANY
PART OF THE PREMISES
RECORDED: JULY 21, 1932
INSTRUMENT NO.: 109904
BOOK 52, PAGE 323
AFFECTS: A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER AND THE NORTHEAST QUARTER OF
THE SOUTHEAST QUARTER OF SAID SECTION.
10. AN EASEMENT INCLUDING THE TERMS AND PROVISIONS THEREOF FOR THE PURPOSE SHOWN BELOW AND RIGHTS
INCIDENTAL THERETO AS SET FORTH IN INSTRUMENT:
GRANTED TO: ELLENSBURG TELEPHONE COMPANY, INC., OF KITTITAS COUNTY AND TO ITS SUCCESSORS OR ASSIGNS
PURPOSE: TELEPHONE TRANSMISSION OR DISTRIBUTION LINE OR SYSTEM
RECORDED: DECEMBER 7, 1959
INSTRUMENT NO.: 279916
BOOK 105, PAGE 296
AFFECTS: A PORTION OF SAID PREMISES AND OTHER LAND
11. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL
RIGHTS OF INGRESS, EGRESS TO, FROM AND BETWEEN SAID PREMISES AND THE HIGHWAY OR HIGHWAYS TO BE
CONSTRUCTED ON LANDS CONVEYED BY DEED DATED DECEMBER 10, 1959, RECORDED JANUARY 7, 1960, IN VOLUME 105,
PAGE 392, IN THE OFFICE OF THE RECORDING OFFICER OF KITTITAS COUNTY, WASHINGTON, UNDER RECORDING N0,
280373.
TO: THE STATE OF WASHINGTON
12. ANY RIGHTS, INTERESTS, OR CLAIMS WHICH MAY EXIST OR ARISE BY REASON OF THE MATTERS(S) DISCLOSED BY
SURVEY, RECORDING NO.: 200508090038
13. AN EASEMENT INCLUDING THE TERMS AND PROVISIONS THEREOF AS SET FORTH IN INSTRUMENT RECORDING NO.:
200701300005. (INSTRUMENT DOES NOT DESCRIBE AN EXACT LOCATION OF THE EASEMENT).
14. A ROAD AND UTILITIES EASEMENT INCLUDING THE TERMS AND PROVISIONS THEREOF, AFFECTING THE PORTION OF
SAID PREMISES AND FOR THE PURPOSES STATED THEREIN AS SET FORTH IN INSTRUMENT RECORDING NO.: 200905210052
(UNABLE TO PLOT AS NO LOCATION INFORMATION IS DISCLOSED WITHIN INSTRUMENT)
15. A DOMESTIC WELL EASEMENT & RESTRICTIVE COVENANT INCLUDING THE TERMS AND PROVISIONS THEREOF, AFFECTING
THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED THEREIN AS SET FORTH IN INSTRUMENT:
GRANTED TO: BCSCBN, INC., A WASHINGTON CORPORATION
RECORDED: JANUARY 15, 2019
INSTRUMENT NO.: 201901150007
16. RELATED TO DEED OF TRUST.
METHODOLOGY NOTES:
LPF-21-00002
1. THE FOUND CORNER MONUMENTS ALONG THE EASTERLY (GRANT CO. PUD) BOUNDARY LINE OF THE SUBJECT PARCEL
WERE HELD AS FOUND, EXCEPT AT THE NORTH AND SOUTH INTERSECTIONS WITH THE SECTION LINES.
2. THE CORNER MONUMENTS ALONG THE NORTHERLY LINES OF THE SUBJECT PARCEL WERE HELD AS FOUND WHERE
THEY FIT THE RECORD WELL AND, THE RECORD BEARING AND DISTANCE CALLS WERE USED WHERE THEY DID NOT FIT
WELL AND APPEARED TO HAVE BEEN DISTURBED.
3. THE HUNTZINGER ROAD GEOMETRY IS BASED UPON THE PLANS FOR "KITTITAS COUNTY ROAD RELOCATION VANTAGE
TO WANAPUM" BY PETTIJOHN ENGINEERING CO., DATED 1959. THE DIMENSIONS ON THE "PETTIJOHN" EXHIBIT "K" SECTION
BREAKDOWN USED FOR VARIOUS 1950'S AND 1960'S MAPS AND LEGAL DESCRIPTIONS ARE NAD27 GRID RATHER THAN
GROUND DISTANCES PER NOTE ON SAID EXHIBIT "K". THE HUNTZINGER ROAD ALIGNMENT SHOWN HEREON IS BASED UPON
PRORATING THE SECTION TIE DISTANCES TO FIT THE SECTION BREAKDOWN USED HEREON. THE AS -BUILT CENTERLINE OF
THE EXISTING PAVED ROAD FITS THE CALCULATED CENTERLINE VERY WELL.
4. RECORD OF SURVEY REC. NO. 200508090038 SHOWS A 60 FOOT RIGHT-OF-WAY WIDTH FOR THAT PORTION OF
HUNTZINGER ROAD ADJACENT TO THE NORTHWESTERLY LINE OF THIS SITE. RESEARCH TO DATE HAS SHOWN THAT THE
CENTERLINE OF THAT PORTION OF HUNTZINGER ROAD IS BASED UPON THE "VE" LINE AS SHOWN ON (R7) AND (R8) WITH
A RIGHT OF WAY WIDTH NOTED ON (R3), (R7) AND ON DEED, RECORDING NO. 280373, AS BEING 100 FEET IN WIDTH WITH
50 FEET ON EACH SIDE OF THE CENTERLINE. ACCORDING TO W.S.D.O.T. INFORMATION THE RIGHT-OF-WAY IN THIS
VICINITY OF "VE" LINE WAS RELINQUISHED TO KITTITAS COUNTY IN 1973. INQUIRIES AT THE COUNTY HAVE NOT RESULTED
IN ANY EVIDENCE THAT THE WIDTH OF THE RIGHT-OF-WAY HAS BEEN REDUCED. THIS DIFFERENCE IN WIDTH RESULTS IN
THE TWO CORNER MONUMENTS, ADJACENT TO HUNTZINGER ROAD, SET BY THE AFOREMENTIONED SURVEY REC. NO.
200508090038, BEING PLACED APPROXIMATELY 20 FEET INTO THE ROAD RIGHT-OF-WAY.
5. THE EAST QUARTER CORNER AND SOUTHEAST SECTION CORNER OF SECTION 30 WERE SEARCHED FOR BUT NOT
FOUND. A LARGE AREA AROUND THE EAST QUARTER CORNER HAS BEEN GRADED LEVEL, POSSIBLY RAKED OF LARGER
STONES, AND THE ENTIRE AREA SHOWS NOTHING MORE THAN HARROWED ROWS OF PARALLEL LINES. IT APPEARS THAT
THE SAME MAY HAVE OCCURRED IN THE VICINITY OF THE SOUTHEAST SECTION CORNER AS WELL HOWEVER THIS AREA
ALSO APPEARS TO HAVE BEEN PLANTED AND WAS COVERED IN 3 -FOOT TALL GRASS AT THE TIME OF THIS SURVEY.
6. A NUMBER OF SCENARIOS REGARDING THE SECTION BREAKDOWN WERE ANALYZED, THE INITIAL ANALYSIS INVOLVED
ATTEMPTING TO HOLD THE CURRENT RECORD BY FITTING THE SECTION BREAKDOWNS FROM SURVEY REC. NO.
200508090038 AND SURVEY REC. NO. 201101210027 TOGETHER. EVEN THOUGH THE BREAKDOWN USED HEREON IS
SIMILAR, THIS SCENARIO WAS DISMISSED AS IT IS BELIEVED THAT A MISTAKE MAY HAVE BEEN MADE ON SURVEY REC. N0.
200508090038 ON THE DISTANCE BETWEEN THE EAST QUARTER CORNER AND THE NORTHEAST SECTION CORNER DUE TO
APPLYING A SCALE FACTOR TO THE WRONG DISTANCE. IN ADDITION, THERE WERE CERTAIN OTHER ASPECTS OF THE
RECORD REGARDING THE CALCULATED POSITIONS FOR THE MISSING EAST QUARTER CORNER AND SOUTHEAST SECTION
CORNER WHOSE METHODOLOGY COULD NOT BE ASCERTAINED.
7. THE PETTIJOHN SURVEY (EXHIBIT K FOR GRANT CO. PUD NO. 2), WHICH A NUMBER OF DOCUMENTS APPEAR TO
REFERENCE, DOES NOT CLOSE MATHEMATICALLY, ALTHOUGH BY ONLY 0.10' AND THE ANGULAR RELATIONSHIPS DO NOT
MATCH THE EVIDENCE ON THE GROUND IN SOME AREAS. FOR EXAMPLE; IF THE ANGLE BETWEEN THE NORTH -SOUTH
CENTER SECTION LINE AND THE SOUTH SECTION LINE WERE TO BE HELD PER THE PETTIJOHN SURVEY THE RESULTING
SECTION LINE WOULD BE OVER 5 FEET SOUTH OF THE FOUND MONUMENT "M76W" WHICH THE PETTIJOHN SURVEY SAYS
WAS PLACED ON THE SECTION LINE. IN ADDITION; THE PETTIJOHN SURVEY DISTANCES ARE NAD27 STATE PLANE GRID
AND, EVEN TAKING INTO ACCOUNT THE GRID TO GROUND SCALE FACTOR, THE DISTANCE BETWEEN THE NORTH AND SOUTH
QUARTER CORNERS DIFFER FROM WHAT WAS MEASURED BY OVER 3 FEET. THE CALCULATED AVERAGE COMBINED SCALE
FACTOR OF THE PETTIJOHN "EXHIBIT K" COORDINATES USING THE NORTH AND SOUTH QUARTER CORNERS AND THE
NORTHEAST AND SOUTHEAST SECTION CORNERS, PER CORPSCON, WAS DETERMINED TO BE 1.000102043. THE SOURCE OF
THE SCALE FACTOR NOTED ON SURVEY REC. NO. 200508090038 OF 1.00028898 IS UNCERTAIN BUT APPEARS TO BE A
PRORATION FACTOR.
8. IN THE FINAL ANALYSIS IT WAS DETERMINED TO HOLD THE FOUND QUARTER AND SECTION CORNERS AND TO TRY AND
DETERMINE THE LOCATIONS OF THE MISSING EAST QUARTER AND SOUTHEAST SECTION CORNER POSITIONS BY HOLDING
CERTAIN ASPECTS OF THE PETTIJOHN SURVEY, WHICH SEEMED TO BE THE BEST RECORD RESOURCE FOR THE MISSING
CORNERS. IT WAS FELT THAT THE DIFFERENCES IN CURRENT MEASUREMENTS BETWEEN SECTION AND QUARTER CORNERS
AND THOSE SHOWN ON THE PETTIJOHN SURVEY MAY BE EXPLAINED BY THE ROUGHNESS OF THE TERRAIN IN THE WEST
TWO THIRDS OF THE SECTION AND THE FACT THAT THERE IS NO WAY TO KNOW EXACTLY WHERE PETTIJOHN TOOK HIS
MEASUREMENTS IN THE STONE MOUNDS. IT IS THOUGHT THAT HIS MOST ACCURATE MEASUREMENTS WOULD BE ALONG
THE EAST LINE OF THE SECTION WHERE THE TERRAIN IS RELATIVELY LEVEL AND THE SIGHT DISTANCES ARE GOOD.
9. AT THE NORTHEAST SECTION CORNER, PETTIJOHN FOUND A STONE MOUND AND POST WHERE TODAY THERE IS A
REBAR IN AN ASPHALT ROAD, IT IS POSSIBLE THAT THE REBAR IS NOT IN THE ORIGINAL POSITION BUT AT THIS TIME NO
EVIDENCE HAS BEEN FOUND THAT WOULD DISPUTE THE POSITION AND SINCE IT HAS BEEN HELD FOR NUMEROUS SURVEYS
IT WAS DETERMINED TO HOLD IT FOR THIS SURVEY AS WELL.
10. THE SOUTHEAST SECTION CORNER AND THE EAST QUARTER CORNER WERE DETERMINED BY HOLDING THE ANGLE
BETWEEN MONUMENT "M76W", THE SOUTHEAST SECTION CORNER AND THE EAST QUARTER CORNER AND ALSO THE ANGLE
BETWEEN THE EAST LINE OF THE SOUTHEAST QUARTER AND THE EAST LINE OF THE NORTHEAST QUARTER PER PETTIJOHN
(IT WAS FELT HE COULD HAVE MEASURED THESE ANGLES DIRECTLY WITH NO RANDOM TRAVERSE CALCULATIONS).
11. THE DISTANCE BETWEEN "M76W" AND THE SECTION CORNER WAS DETERMINED BY APPLYING THE GRID TO GROUND
SCALE DISTANCE OF 1.000102043 TO THE MAP DISTANCE ON THE PETTIJOHN SURVEY OF 340.73 FEET FOR A
CALCULATED DISTANCE OF 340.76 FEET. THE DISTANCES FOR EACH OF THE EAST SECTIONS LINES WERE PROPORTIONED
AGAINST THE PETTIJOHN SURVEY.
12. IT IS THOUGHT THAT THE REASON SO MANY PLASTIC CAPS ARE MISSING FROM THE FOUND REBAR MAY BE DUE TO
A FIRE THAT PASSED ACROSS THIS SITE IN 2018. MANY OF THE FENCE POSTS ARE BADLY CHARRED AND SOME OF THE
REBAR APPEAR TO HAVE A RING OF MELTED PLASTIC PARTWAY DOWN FROM THE TOP. CAP DAMAGE DUE TO CHEWING
BY DOMESTIC OR WILD ANIMALS HAS BEEN OBSERVED ON OTHER SITES AND MAY ALSO BE A CONTRIBUTING FACTOR.
SURVEYOR'S NOTES
1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY 2ND
AMENDED SUBDIVISION GUARANTEE ORDER NO. 329592AM (GUARANTEE NO. 72156-46914460) DATED FEBRUARY 8, 2021.
IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR
IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER
THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY GUARANTEE. D.R.
STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON CHICAGO TITLE COMPANY REPRESENTATIONS OF THE TITLE'S
CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S
ACCURACY AND COMPLETENESS TO THAT EXTENT.
2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL 'IMPROVEMENT CONDITIONS EXISTING ON OCTOBER 30, 2019. ALL SURVEY
CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN OCTOBER, 2019.
3. PROPERTY AREA a 2,531,637± SQUARE FEET (58.1184± ACRES)e
4. ALL DISTANCES ARE IN U.S. SURVEY FEET
5. THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM (GPS) SURVEY. A TRIMBLE THREE SECOND
COMBINED ELECTRONIC TOTAL STATION AND A TRIMBLE R10-2, BASE AND ROVER, GLOBAL POSITIONING SYSTEM WERE
USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN.
CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING
INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
6. AN AVERAGE COMBINED SCALE FACTOR OF 1.00009247 WAS USED TO CONVERT GPS GRID COORDINATES TO GROUND.
KITTITAS COUNTY AUDITOR'S FILE N0.
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
www.drstrong.com
PROJECT NO. 19074 SHEET 2 0F 12
VANTAGE BAY PUD
A PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER, AND A PORTION OF THE
SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 17 NORTH,
RANGE 23 EAST, W.M., KITTITAS COUNTY, WASHINGTON
REFERENCES
1. RECORD OF SURVEY - KITTITAS CO. REC. NO. 200508090038.
2. RECORD OF SURVEY - KITTITAS CO. REC. NO. 201101210027.
3. EXHIBIT K (REVISED) SHEET 5 OF THE FINAL DRAWINGS FOR THE WANAPUM DEVELOPMENT PORTION OF THE PRIEST
RAPIDS HYDROELECTRIC PROJECT - PROJECT NO. 2114 WASHINGTON - FOR GRANT COUNTY
PUD NO. 2 BY PETTIJOHN
ENGINEERING AND SIGNED JUNE 27, 1966.
VA N TA GE
4. RECORD OF SURVEY - GRANT CO. REC. NO. 920124016.
5. RECORD OF SURVEY - KITTITAS CO. REC. NO. 201501280004.
6. RECORD OF SURVEY - KITTITAS CO. REC. NO. 200602070013.
7. W.S.D.O.T. RIGHT OF WAY MAP - VANTAGE BRIDGE WEST APPROACH STA. 420+00 TO
440+00, SHEET 1 OF 5, DATED
NOV. 3, 1959.
8. VANTAGE INTERCHANGE ENGINEERS PLAT - RECORDED IN VOLUME 5 OF PLATS, PAGE
31, RECORDS OF KITTITAS CO.
9. DEED - REC. NO. 288616.
10. KITTITAS COUNTY ROAD RELOCATION MAP - VANTAGE TO WANAPUM, SHEET 2 OF 10,
DATED OCT. 1959.
11. KITTITAS COUNTY ROAD RELOCATION MAP - VANTAGE TO WANAPUM, SHEET 3 OF 10,
DATED OCT. 1959.
UTILITY EASEMENT PROVISION
1. AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ALL UTILITIES SERVING SUBJECT PLAT AND THEIR
RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON ALL PRIVATE ROAD RIGHTS-OF-WAY AND THE EXTERIOR 10
FEET PARALLEL WITH AND ADJOINING THE PUBLIC AND PRIVATE STREET FRONTAGE OF ALL LOTS, TRACTS AND COMMON
AREAS, AS SHOWN HEREON IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND
CONDUITS, CABLES, PIPE, AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING
THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, TELEVISION CABLE AND OTHER UTILITY
SERVICES TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS, TRACTS AND COMMON AREAS AT ALL TIMES FOR THE
PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS
POSSIBLE TO THEIR ORIGINAL CONDITION.
PRIVATE EASEMENT PROVISIONS
THE OWNER(S) OF THE LAND HEREBY SUBDIVIDED DO HEREBY GRANT AND CONVEY TO THE OWNER(S) OF THE LOTS
BENEFITED AND/OR ANY OTHER PRIVATE ENTITY AS STATED IN THE EASEMENT NOTES HEREIN AND THEIR SUCCESSORS
AND ASSIGNS A PERPETUAL EASEMENT FOR THE STATED UTILITIES AND/OR USE SHOWN. THESE EASEMENTS AND
CONDITIONS SHALL BE A COVENANT RUNNING WITH THE LAND AND SHALL BE BINDING ON THE SUCCESSORS, HEIRS, AND
ASSIGNS OF THE OWNERS(S) OF THE LAND HEREBY BURDENED. THE OWNER(S) OF THE LOT BENEFITED AND THEIR
ASSIGNS SHALL HAVE THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDINGS OF LAW AT SUCH TIME AS
MAY BE NECESSARY TO ENTER UPON SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, REPAIRING,
ALTERING OR RECONSTRUCTING SAID UTILITY AND/OR USER FACILITIES OR MAKING ANY CONNECTION THERETO WITHOUT
INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFORE; PROVIDED THAT SUCH SHALL BE ACCOMPLISHED IN A
MANNER THAT IF EXISTING PRIVATE IMPROVEMENTS ARE DISTURBED OR DESTROYED THEY WILL BE REPAIRED OR REPLACED
TO A CONDITION SIMILAR AS THEY WERE IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY THE ONE
BENEFITED. THE OWNER(S) OF THE BURDENED LOT SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENT IF
SUCH USE DOES NOT INTERFERE WITH THE INSTALLATION OR USE OF SAID UTILITIES AND OR USER FACILITIES. HOWEVER,
THE OWNER(S) OF THE BURDENED LOT SHALL NOT ERECT OR MAINTAIN ANY BUILDINGS OR STRUCTURES WITHIN THE
EASEMENT. ROCKERIES AND FENCES SHALL BE PERMITTED. ALSO THE GRANTOR SHALL NOT PLANT TREES, SHRUBS OR
VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH SAID UTILITIES AND/OR
USER FACILITIES.
EASEMENT NOTES
1. THE RECIPROCAL PRIVATE PEDESTRIAN ACCESS EASEMENT ACROSS LOTS 112 AND 113 IS TO THE BENEFIT OF LOTS 112
AND 113 FOR PEDESTRIAN ACCESS. SAID OWNERS ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR
RESPECTIVE PRIVATE ACCESS FACILITIES AND SHALL EQUALLY BARE THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE
FACILITIES USED WITHIN SAID EASEMENT.
2. THE RECIPROCAL PRIVATE PEDESTRIAN ACCESS EASEMENT ACROSS LOTS 116 AND 117 IS TO THE BENEFIT OF LOTS 116
AND 117 FOR PEDESTRIAN ACCESS. SAID OWNERS ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR
RESPECTIVE PRIVATE ACCESS FACILITIES AND SHALL EQUALLY BARE THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE
FACILITIES USED WITHIN SAID EASEMENT.
3. THE RECIPROCAL PRIVATE PEDESTRIAN ACCESS EASEMENT ACROSS LOTS 132 AND 133 IS TO THE BENEFIT OF LOTS
132 AND 133 FOR PEDESTRIAN ACCESS. SAID OWNERS ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR
RESPECTIVE PRIVATE ACCESS FACILITIES AND SHALL EQUALLY BARE THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE
FACILITIES USED WITHIN SAID EASEMENT.
4. THE RECIPROCAL PRIVATE PEDESTRIAN ACCESS EASEMENT ACROSS LOTS 140 AND 141 IS TO THE BENEFIT OF LOTS
140 AND 141 FOR PEDESTRIAN ACCESS. SAID OWNERS ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR
RESPECTIVE PRIVATE ACCESS FACILITIES AND SHALL EQUALLY BARE THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE
FACILITIES USED WITHIN SAID EASEMENT.
5. THE WATER RESERVOIR EASEMENT ACROSS AND UPON TRACT M IS TO THE BENEFIT OF THE VANTAGE BAY PUD
HOMEOWNERS ASSOCIATION. SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND
MANAGEMENT OBLIGATIONS ASSOCIATED WITH THE WATER RESERVOIR AND ASSOCIATED WATER PIPES, STRUCTURES AND
FACILITIES LOCATED WITHIN SAID EASEMENT. SHOULD THE VANTAGE BAY PUD HOMEOWNERS ASSOCIATION FAIL TO
PROPERLY MAINTAIN SAID WATER FACILITIES WITHIN SAID EASEMENT, THE OWNERS OF LOT 1 THROUGH 144 OF THIS PLAT
SHALL BE EQUALLY RESPONSIBLE FOR MAINTENANCE OF SAID WATER FACILITIES.
NOTES AND RESTRICTIONS
LPF-21-00002
1. TRACTS C, D AND E ARE OPEN SPACE TRACTS AND ARE HEREBY GRANTED AND CONVEYED TO THE VANTAGE BAY PUD
HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. EXCEPT AS OTHERWISE NOTED HEREON, SAID
HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT OBLIGATIONS ASSOCIATED
WITH SAID TRACTS. SHOULD THE VANTAGE BAY PUD HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID
TRACTS, THE OWNERS OF LOT 1 THROUGH 144 OF THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR MAINTENANCE OF
SAID TRACTS.
2. TRACT B IS A UTILITY TRACT AND IS HEREBY GRANTED AND CONVEYED TO THE VANTAGE BAY PUD HOMEOWNERS
ASSOCIATION UPON THE RECORDING OF THIS PLAT. EXCEPT AS OTHERWISE NOTED HEREON, SAID HOMEOWNERS
ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT OBLIGATIONS ASSOCIATED WITH SAID
TRACT. SHOULD THE VANTAGE BAY PUD HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT, THE
OWNERS OF LOTS 1 THROUGH 144 OF THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR MAINTENANCE OF SAID TRACT.
3. TRACTS F, G AND I ARE UTILITY AND RECREATION TRACTS AND ARE HEREBY GRANTED AND CONVEYED TO THE
VANTAGE BAY PUD HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. EXCEPT AS OTHERWISE NOTED
HEREON, SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT
OBLIGATIONS ASSOCIATED WITH SAID TRACTS. SHOULD THE VANTAGE BAY PUD HOMEOWNERS ASSOCIATION FAIL TO
PROPERLY MAINTAIN SAID TRACTS, THE OWNERS OF LOTS 1 THROUGH 144 OF THIS PLAT SHALL BE EQUALLY
RESPONSIBLE FOR MAINTENANCE OF SAID TRACTS.
4. TRACT H IS A UTILITY AND DRAIN FIELD TRACT AND IS HEREBY GRANTED AND CONVEYED TO THE VANTAGE BAY PUD
HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. EXCEPT AS OTHERWISE NOTED HEREON, SAID
HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT OBLIGATIONS ASSOCIATED
WITH SAID TRACT. SHOULD THE VANTAGE BAY PUD HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID
TRACTS, THE OWNERS OF LOT 1 THROUGH 144 OF THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR MAINTENANCE OF
SAID TRACT.
5. TRACT J IS A PRIVATE DRIVEWAY TRACT FOR THE BENEFIT OF LOTS 42 AND 43. OWNERSHIP OF LOTS 42 AND 43
SHALL INCLUDE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP OF SAID TRACT J, WHICH INTEREST SHALL
ATTACH TO SAID LOTS AND SHALL RUN WITH FUTURE CONVEYANCES THEREOF AND SHALL INCLUDE AN EQUAL AND
UNDIVIDED OBLIGATION IN THE COST OF THE MAINTENANCE OF THE PRIVATE ACCESS FACILITIES WITHIN SAID TRACT J.
ANY COSTS ASSOCIATED WITH THE REPAIR OR MAINTENANCE OF THE PRIVATE ACCESS FACILITIES RELATING TO THE
REPAIR OR MAINTENANCE OF UTILITIES SHALL BE AT THE SOLE COST AND EXPENSE OF THE BENEFITTING LOT OWNER. ALL
CONVEYANCES OF LOTS 42 AND 43 MUST INCLUDE A JOINT ONE-HALF INTEREST IN TRACT J.
6. TRACT K IS A PRIVATE DRIVEWAY TRACT FOR THE BENEFIT OF LOTS 45 AND 46. OWNERSHIP OF LOTS 45 AND 46
SHALL INCLUDE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP OF SAID TRACT K, WHICH INTEREST SHALL
ATTACH TO SAID LOTS AND SHALL RUN WITH FUTURE CONVEYANCES THEREOF AND SHALL INCLUDE AN EQUAL AND
UNDIVIDED OBLIGATION IN THE COST OF THE MAINTENANCE OF THE PRIVATE ACCESS FACILITIES WITHIN SAID TRACT K.
ANY COSTS ASSOCIATED WITH THE REPAIR OR MAINTENANCE OF THE PRIVATE ACCESS FACILITIES RELATING TO THE
REPAIR OR MAINTENANCE OF UTILITIES SHALL BE AT THE SOLE COST AND EXPENSE OF THE BENEFITTING LOT OWNER. ALL
CONVEYANCES OF LOTS 45 AND 46 MUST INCLUDE A JOINT ONE-HALF INTEREST IN TRACT K.
7. TRACTS A, M AND N ARE FUTURE DEVELOPMENT TRACTS AND OWNERSHIP OF SAID TRACTS IS RETAINED BY THE
OWNERS IDENTIFIED HEREIN IN THE OWNER'S DEDICATION ON SHEET 1 OF 12, THEIRS HEIRS, SUCCESSORS AND ASSIGNS.
8. TRACTS L, 0 AND P ARE PRIVATE ROAD TRACTS AND ARE HEREBY GRANTED AND CONVEYED TO THE VANTAGE BAY
PUD HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. EXCEPT AS OTHERWISE NOTED HEREON, SAID
HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT OBLIGATIONS ASSOCIATED
WITH SAID TRACTS. SHOULD THE VANTAGE BAY PUD HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID
TRACTS, THE OWNERS OF LOT 1 THROUGH 144 OF THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR MAINTENANCE OF
SAID TRACTS.
SAID TRACTS ARE SUBJECT TO AN EASEMENT RESERVED FOR AND GRANTED TO ALL UTILITIES SERVING SUBJECT PLAT
AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON ALL OF SAID TRACTS L,0 AND P, AS SHOWN
HEREON IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLES,
PIPE, AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION
AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, TELEVISION CABLE AND OTHER UTILITY SERVICES TOGETHER WITH
THE RIGHT TO ENTER UPON THE TRACTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED
UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION.
9. AS PER RCW 17.10.140, LANDOWNERS ARE RESPONSIBLE FOR THE CONTROLLING AND PREVENTING THE SPREAD OF
NOXIOUS WEEDS. ACCORDINGLY. THE KITTITAS COUNTY NOXIOUS WEED BOARD RECOMMENDS IMMEDIATE RESEEDING OF
AREAS DISTURBED DEVELOPMENT TO PRECLUDE THE PROLIFERATION OF NOXIOUS WEEDS.
10. CONSTRUCTION OF ACCESS IMPROVEMENTS WILL REQUIRE OBTAINING AN ACCESS PERMIT FROM THE DEPARTMENT OF
PUBLIC WORKS. ALL ACCESS IMPROVEMENTS SHALL BE COMPLETED IN ACCORDANCE WITH CURRENT KITTITAS COUNTY
ROAD STANDARDS PRIOR TO ISSUANCE OF A BUILDING OCCUPANCY PERMIT FOR ANY PROPOSED LOTS.
11. THIS IS A MAJOR PLAT AND AS SUCH IS NOT INTENDED TO SHOW, NOR DOES IT PURPORT TO SHOW, ALL EASEMENTS
AND ENCUMBRANCES.
12. ANY FURTHER SUBDIVISION OR LOTS TO BE SERVED BY PROPOSED ACCESS MAY RESULT IN FURTHER ACCESS
REQUIREMENTS. SEE THE KITTITAS COUNTY ROAD STANDARDS.
13. AN APPROVED ACCESS PERMIT WILL BE REQUIRED FROM THE DEPARTMENT OF PUBLIC WORKS PRIOR TO CREATING
ANY NEW DRIVEWAY ACCESS OR PERFORMING WORK WITHIN THE COUNTY ROAD RIGHT-OF-WAY.
14. THE ROADS WITHIN THIS PLAT WILL NOT BE "ON -SYSTEM" COUNTY ROADS UNTIL THEY ARE CONSTRUCTED AND
APPROVED BY KITTITAS COUNTY PUBLIC WORKS, AND ACCEPTED ONTO THE COUNTY SYSTEM THROUGH RESOLUTION BY
THE BOARD OF COUNTY COMMISSIONERS. THE DEVELOPER IS RESPONSIBLE FOR ALL MAINTENANCE AND OPERATION UNTIL
SUCH TIME, AS DESCRIBED IN THE KITTITAS COUNTY ROAD STANDARDS (VESTED 2004 ROAD STANDARDS).
15. ALL DEVELOPMENT WILL NEED TO COMPLY WITH KCC17A: CRITICAL AREAS.
16. ONCE PARCELS ARE PLATTED. FURTHER DIVISION WITHIN THE PLATTED PARCELS. WILL BE SUBMITTED FOR FINAL PLAT
REVIEW & APPROVAL BY KITTITAS COUNTY.
17. THE EASEMENTS GRANTED HEREIN MAY BE AMENDED AND/OR RELOCATED BY THE EASEMENT HOLDER(S) AND THE
THEN-OWNER(S) OF THE PROPERTY BURDENED BY SUCH EASEMENT AS MAY BE REASONABLY NECESSARY WITHOUT
REQUIRING AN AMENDMENT OF THIS PLAT, PROVIDED THAT ANY SUCH AMENDMENT OR RELOCATION SHALL NOT
UNREASONABLY IMPAIR THE RIGHTS GRANTED HEREUNDER AND SUCH AMENDMENT SHALL BE PLACED OF RECORD.
18. NO DIRECT VEHICULAR ACCESS TO 1-90 OR WITHIN ACCESS BOUNDARIES OF HUNTZINGER ROAD WILL BE ALLOWED PER
WSDOT STANDARDS.
19. ACCESS FROM THE PLAT AREA TO OR FROM WSDOT PROPERTY IS NOT ALLOWED.
20. THIS PLAT SHALL COMPLY WITH INTERNATIONAL FIRE CODE AND APPENDICES.
21. THIS PROPERTY IS LOCATED IN CLOSE PROXIMITY OF AN AIRSTRIP IN WHICH A VARIETY OF AIRPORT AVIATION
ACTIVITIES MAY OCCUR. SUCH AIRPORT AVIATION ACTIVITIES MAY IMPACT THE USE OF THE PROPERTY.
22. THE SUBJECT PROPERTY IS WITHIN OR NEAR LAND USED FOR AGRICULTURE ON WHICH A VARIETY OF COMMERCIAL
ACTIVITIES MAY OCCUR THAT ARE NOT COMPATIBLE WITH RESIDENTIAL DEVELOPMENT FOR PERIODS OF VARYING DURATION.
COMMERCIAL NATURAL RESOURCE ACTIVITIES PERFORMED IN ACCORDANCE WITH COUNTY, STATE AND FEDERAL LAWS ARE
NOT SUBJECT TO LEGAL ACTION AS PUBLIC NUISANCES (RCW 7.48.305).
23. ALL LIGHTING SHALL BE SHADED AND DIRECTED AWAY FROM 1-90.
24. ALL APPLICABLE KITTITAS COUNTY NOISE ORDINANCES SHALL APPLY TO THIS SITE.
25. CONSTRUCTION ACTIVITIES SHALL COMPLY WITH KCC 7.45.
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7THAVENUE KIRKLAND, WA 98033
0425.827.3063 F425.827.2423
www .drstrong.cam
VICINITY MAP
1"=1000 KITTITAS COUNTY AUDITOR'S FILE N0. ___________ PROJECT NO. 19074 SHEET 3 OF 12
INTERSTATE
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NOTES AND RESTRICTIONS
LPF-21-00002
1. TRACTS C, D AND E ARE OPEN SPACE TRACTS AND ARE HEREBY GRANTED AND CONVEYED TO THE VANTAGE BAY PUD
HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. EXCEPT AS OTHERWISE NOTED HEREON, SAID
HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT OBLIGATIONS ASSOCIATED
WITH SAID TRACTS. SHOULD THE VANTAGE BAY PUD HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID
TRACTS, THE OWNERS OF LOT 1 THROUGH 144 OF THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR MAINTENANCE OF
SAID TRACTS.
2. TRACT B IS A UTILITY TRACT AND IS HEREBY GRANTED AND CONVEYED TO THE VANTAGE BAY PUD HOMEOWNERS
ASSOCIATION UPON THE RECORDING OF THIS PLAT. EXCEPT AS OTHERWISE NOTED HEREON, SAID HOMEOWNERS
ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT OBLIGATIONS ASSOCIATED WITH SAID
TRACT. SHOULD THE VANTAGE BAY PUD HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT, THE
OWNERS OF LOTS 1 THROUGH 144 OF THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR MAINTENANCE OF SAID TRACT.
3. TRACTS F, G AND I ARE UTILITY AND RECREATION TRACTS AND ARE HEREBY GRANTED AND CONVEYED TO THE
VANTAGE BAY PUD HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. EXCEPT AS OTHERWISE NOTED
HEREON, SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT
OBLIGATIONS ASSOCIATED WITH SAID TRACTS. SHOULD THE VANTAGE BAY PUD HOMEOWNERS ASSOCIATION FAIL TO
PROPERLY MAINTAIN SAID TRACTS, THE OWNERS OF LOTS 1 THROUGH 144 OF THIS PLAT SHALL BE EQUALLY
RESPONSIBLE FOR MAINTENANCE OF SAID TRACTS.
4. TRACT H IS A UTILITY AND DRAIN FIELD TRACT AND IS HEREBY GRANTED AND CONVEYED TO THE VANTAGE BAY PUD
HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. EXCEPT AS OTHERWISE NOTED HEREON, SAID
HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT OBLIGATIONS ASSOCIATED
WITH SAID TRACT. SHOULD THE VANTAGE BAY PUD HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID
TRACTS, THE OWNERS OF LOT 1 THROUGH 144 OF THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR MAINTENANCE OF
SAID TRACT.
5. TRACT J IS A PRIVATE DRIVEWAY TRACT FOR THE BENEFIT OF LOTS 42 AND 43. OWNERSHIP OF LOTS 42 AND 43
SHALL INCLUDE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP OF SAID TRACT J, WHICH INTEREST SHALL
ATTACH TO SAID LOTS AND SHALL RUN WITH FUTURE CONVEYANCES THEREOF AND SHALL INCLUDE AN EQUAL AND
UNDIVIDED OBLIGATION IN THE COST OF THE MAINTENANCE OF THE PRIVATE ACCESS FACILITIES WITHIN SAID TRACT J.
ANY COSTS ASSOCIATED WITH THE REPAIR OR MAINTENANCE OF THE PRIVATE ACCESS FACILITIES RELATING TO THE
REPAIR OR MAINTENANCE OF UTILITIES SHALL BE AT THE SOLE COST AND EXPENSE OF THE BENEFITTING LOT OWNER. ALL
CONVEYANCES OF LOTS 42 AND 43 MUST INCLUDE A JOINT ONE-HALF INTEREST IN TRACT J.
6. TRACT K IS A PRIVATE DRIVEWAY TRACT FOR THE BENEFIT OF LOTS 45 AND 46. OWNERSHIP OF LOTS 45 AND 46
SHALL INCLUDE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP OF SAID TRACT K, WHICH INTEREST SHALL
ATTACH TO SAID LOTS AND SHALL RUN WITH FUTURE CONVEYANCES THEREOF AND SHALL INCLUDE AN EQUAL AND
UNDIVIDED OBLIGATION IN THE COST OF THE MAINTENANCE OF THE PRIVATE ACCESS FACILITIES WITHIN SAID TRACT K.
ANY COSTS ASSOCIATED WITH THE REPAIR OR MAINTENANCE OF THE PRIVATE ACCESS FACILITIES RELATING TO THE
REPAIR OR MAINTENANCE OF UTILITIES SHALL BE AT THE SOLE COST AND EXPENSE OF THE BENEFITTING LOT OWNER. ALL
CONVEYANCES OF LOTS 45 AND 46 MUST INCLUDE A JOINT ONE-HALF INTEREST IN TRACT K.
7. TRACTS A, M AND N ARE FUTURE DEVELOPMENT TRACTS AND OWNERSHIP OF SAID TRACTS IS RETAINED BY THE
OWNERS IDENTIFIED HEREIN IN THE OWNER'S DEDICATION ON SHEET 1 OF 12, THEIRS HEIRS, SUCCESSORS AND ASSIGNS.
8. TRACTS L, 0 AND P ARE PRIVATE ROAD TRACTS AND ARE HEREBY GRANTED AND CONVEYED TO THE VANTAGE BAY
PUD HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. EXCEPT AS OTHERWISE NOTED HEREON, SAID
HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT OBLIGATIONS ASSOCIATED
WITH SAID TRACTS. SHOULD THE VANTAGE BAY PUD HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID
TRACTS, THE OWNERS OF LOT 1 THROUGH 144 OF THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR MAINTENANCE OF
SAID TRACTS.
SAID TRACTS ARE SUBJECT TO AN EASEMENT RESERVED FOR AND GRANTED TO ALL UTILITIES SERVING SUBJECT PLAT
AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON ALL OF SAID TRACTS L,0 AND P, AS SHOWN
HEREON IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLES,
PIPE, AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION
AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, TELEVISION CABLE AND OTHER UTILITY SERVICES TOGETHER WITH
THE RIGHT TO ENTER UPON THE TRACTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED
UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION.
9. AS PER RCW 17.10.140, LANDOWNERS ARE RESPONSIBLE FOR THE CONTROLLING AND PREVENTING THE SPREAD OF
NOXIOUS WEEDS. ACCORDINGLY. THE KITTITAS COUNTY NOXIOUS WEED BOARD RECOMMENDS IMMEDIATE RESEEDING OF
AREAS DISTURBED DEVELOPMENT TO PRECLUDE THE PROLIFERATION OF NOXIOUS WEEDS.
10. CONSTRUCTION OF ACCESS IMPROVEMENTS WILL REQUIRE OBTAINING AN ACCESS PERMIT FROM THE DEPARTMENT OF
PUBLIC WORKS. ALL ACCESS IMPROVEMENTS SHALL BE COMPLETED IN ACCORDANCE WITH CURRENT KITTITAS COUNTY
ROAD STANDARDS PRIOR TO ISSUANCE OF A BUILDING OCCUPANCY PERMIT FOR ANY PROPOSED LOTS.
11. THIS IS A MAJOR PLAT AND AS SUCH IS NOT INTENDED TO SHOW, NOR DOES IT PURPORT TO SHOW, ALL EASEMENTS
AND ENCUMBRANCES.
12. ANY FURTHER SUBDIVISION OR LOTS TO BE SERVED BY PROPOSED ACCESS MAY RESULT IN FURTHER ACCESS
REQUIREMENTS. SEE THE KITTITAS COUNTY ROAD STANDARDS.
13. AN APPROVED ACCESS PERMIT WILL BE REQUIRED FROM THE DEPARTMENT OF PUBLIC WORKS PRIOR TO CREATING
ANY NEW DRIVEWAY ACCESS OR PERFORMING WORK WITHIN THE COUNTY ROAD RIGHT-OF-WAY.
14. THE ROADS WITHIN THIS PLAT WILL NOT BE "ON -SYSTEM" COUNTY ROADS UNTIL THEY ARE CONSTRUCTED AND
APPROVED BY KITTITAS COUNTY PUBLIC WORKS, AND ACCEPTED ONTO THE COUNTY SYSTEM THROUGH RESOLUTION BY
THE BOARD OF COUNTY COMMISSIONERS. THE DEVELOPER IS RESPONSIBLE FOR ALL MAINTENANCE AND OPERATION UNTIL
SUCH TIME, AS DESCRIBED IN THE KITTITAS COUNTY ROAD STANDARDS (VESTED 2004 ROAD STANDARDS).
15. ALL DEVELOPMENT WILL NEED TO COMPLY WITH KCC17A: CRITICAL AREAS.
16. ONCE PARCELS ARE PLATTED. FURTHER DIVISION WITHIN THE PLATTED PARCELS. WILL BE SUBMITTED FOR FINAL PLAT
REVIEW & APPROVAL BY KITTITAS COUNTY.
17. THE EASEMENTS GRANTED HEREIN MAY BE AMENDED AND/OR RELOCATED BY THE EASEMENT HOLDER(S) AND THE
THEN-OWNER(S) OF THE PROPERTY BURDENED BY SUCH EASEMENT AS MAY BE REASONABLY NECESSARY WITHOUT
REQUIRING AN AMENDMENT OF THIS PLAT, PROVIDED THAT ANY SUCH AMENDMENT OR RELOCATION SHALL NOT
UNREASONABLY IMPAIR THE RIGHTS GRANTED HEREUNDER AND SUCH AMENDMENT SHALL BE PLACED OF RECORD.
18. NO DIRECT VEHICULAR ACCESS TO 1-90 OR WITHIN ACCESS BOUNDARIES OF HUNTZINGER ROAD WILL BE ALLOWED PER
WSDOT STANDARDS.
19. ACCESS FROM THE PLAT AREA TO OR FROM WSDOT PROPERTY IS NOT ALLOWED.
20. THIS PLAT SHALL COMPLY WITH INTERNATIONAL FIRE CODE AND APPENDICES.
21. THIS PROPERTY IS LOCATED IN CLOSE PROXIMITY OF AN AIRSTRIP IN WHICH A VARIETY OF AIRPORT AVIATION
ACTIVITIES MAY OCCUR. SUCH AIRPORT AVIATION ACTIVITIES MAY IMPACT THE USE OF THE PROPERTY.
22. THE SUBJECT PROPERTY IS WITHIN OR NEAR LAND USED FOR AGRICULTURE ON WHICH A VARIETY OF COMMERCIAL
ACTIVITIES MAY OCCUR THAT ARE NOT COMPATIBLE WITH RESIDENTIAL DEVELOPMENT FOR PERIODS OF VARYING DURATION.
COMMERCIAL NATURAL RESOURCE ACTIVITIES PERFORMED IN ACCORDANCE WITH COUNTY, STATE AND FEDERAL LAWS ARE
NOT SUBJECT TO LEGAL ACTION AS PUBLIC NUISANCES (RCW 7.48.305).
23. ALL LIGHTING SHALL BE SHADED AND DIRECTED AWAY FROM 1-90.
24. ALL APPLICABLE KITTITAS COUNTY NOISE ORDINANCES SHALL APPLY TO THIS SITE.
25. CONSTRUCTION ACTIVITIES SHALL COMPLY WITH KCC 7.45.
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7THAVENUE KIRKLAND, WA 98033
0425.827.3063 F425.827.2423
www .drstrong.cam
VICINITY MAP
1"=1000 KITTITAS COUNTY AUDITOR'S FILE N0. ___________ PROJECT NO. 19074 SHEET 3 OF 12
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R/W B.W.F. FOUND 5/8" REBAR W/ALUMINUM CAP STAMPED "J D OHARE LS 9606,
ES 1/16, S30", N42'09'03"E, 2.80' FROM P.C. & 1.0'± NORTH OF B.W.F.
KITTITAS COUNTY AUDITOR'S FILE NO.
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
www .drskong.cam
PROJECT NO. 19074 SHEET 4 OF 12
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ES 1/16, S30", N42'09'03"E, 2.80' FROM P.C. & 1.0'± NORTH OF B.W.F.
KITTITAS COUNTY AUDITOR'S FILE NO.
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
www .drskong.cam
PROJECT NO. 19074 SHEET 4 OF 12
VANTAGE DAY PUD
A PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER, AND A PORTION OF THE
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184.X13 � a��
�_
/ 75'57'22"W�s�_
Li .49' �� W_
W r
N II
� N
ti
O co/
1O(R) 4,G
�5. 22
Y Q7 '22., w
23 8 144
V,4 �
25' 1/25' a
SEE SHEET 7
LEGEND
k
�x
FOUND 5/8" REBAR,
NO CAP
k
x-30' ACCESS ESMT. REC. NO. 200701300005
EXACT LOCATION NOT DEFINED IN INSTRUMENT.
x
6' WIRE MESH FENCE
k
x`-7.7'±
14.1
PARCEL ID
302933
UNPLATTED
,N OWNER: GRANT CO. PUD #2
N
C
w FOUND 5/8" REBAR W/YPC,
c STAMPED "WESTERN PACIFIC
ENGINEERING W.P.E. 12491",
O N14'02'52"E, 0.57' FROM P.C.
d -
Z
NOTES:
1. SEE SHEETS 11 AND 12 FOR PLATTED
EASEMENTS.
2. SEE SHEET 7 FOR LINE AND CURVE
TABLES.
N75'57'22"W N O FRT
25.00' GRAPHIC SCALE
0 40' 80' 160'
1 INCH = 80 FT.
HORIZONTAL DATUM.-
SECTION
ATUM:
N89'20'28"E 303.75'
If
QUARTER SECTION CORNER AS
NOTED
SET STANDARD MONUMENT WITH
BRASS DISK STAMPED "DRS 50708",
IN MONUMENT CASE
D
cn co
TRACT B
C-
z z
UTILITY
SET 5/8" X 24" REBAR WITH
D y p
90,654 S.F.
o
50708"
(R)
RADIAL BEARING
(R*)
WELL I
N
NOTED
S.F.
SQUARE FEET
_
[]SHED / c�
X
FENCE
hA�
o
U-)
X
L100'
N
RADIUS WELL ESMT.
w
<--
REC. NO. 201901150007
N
N
N
N O
_
O
N z
N
I'7
44.3'±
�x
FOUND 5/8" REBAR,
NO CAP
k
x-30' ACCESS ESMT. REC. NO. 200701300005
EXACT LOCATION NOT DEFINED IN INSTRUMENT.
x
6' WIRE MESH FENCE
k
x`-7.7'±
14.1
PARCEL ID
302933
UNPLATTED
,N OWNER: GRANT CO. PUD #2
N
C
w FOUND 5/8" REBAR W/YPC,
c STAMPED "WESTERN PACIFIC
ENGINEERING W.P.E. 12491",
O N14'02'52"E, 0.57' FROM P.C.
d -
Z
NOTES:
1. SEE SHEETS 11 AND 12 FOR PLATTED
EASEMENTS.
2. SEE SHEET 7 FOR LINE AND CURVE
TABLES.
N75'57'22"W N O FRT
25.00' GRAPHIC SCALE
0 40' 80' 160'
1 INCH = 80 FT.
HORIZONTAL DATUM.-
SECTION
ATUM:
KITTITAS COUNTY AUDITOR'S FILE NO.
NAD83/2011, WASHINGTON STATE PLANE,
SOUTH ZONE.
ALL DISTANCES SHOWN HEREON ARE IN U.S.
SURVEY FEET.
AN AVERAGE COMBINED SCALE FACTOR OF
1.00009247 WAS USED TO CONVERT GPS GRID
COORDINATES TO GROUND.
BASIS OF BEARINGS:
N06'52'47"W (4794.77') BETWEEN FOUND
MONUMENTS "M76W" AND "GP19090-12" AS
SHOWN HEREON.
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
www.drskong.com
PROJECT NO. 19074 SHEET 5 OF 12
SECTION CORNER AS NOTED
►Cma
QUARTER SECTION CORNER AS
NOTED
SET STANDARD MONUMENT WITH
BRASS DISK STAMPED "DRS 50708",
IN MONUMENT CASE
O
FOUND CORNER MONUMENT AS
NOTED
0
SET 5/8" X 24" REBAR WITH
PLASTIC CAP STAMPED "DRS LS
50708"
(R)
RADIAL BEARING
(R*)
RECORD DIMENSION PER REFERENCE
NOTED
S.F.
SQUARE FEET
FL
PROPERTY LINE
X
FENCE
KITTITAS COUNTY AUDITOR'S FILE NO.
NAD83/2011, WASHINGTON STATE PLANE,
SOUTH ZONE.
ALL DISTANCES SHOWN HEREON ARE IN U.S.
SURVEY FEET.
AN AVERAGE COMBINED SCALE FACTOR OF
1.00009247 WAS USED TO CONVERT GPS GRID
COORDINATES TO GROUND.
BASIS OF BEARINGS:
N06'52'47"W (4794.77') BETWEEN FOUND
MONUMENTS "M76W" AND "GP19090-12" AS
SHOWN HEREON.
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
www.drskong.com
PROJECT NO. 19074 SHEET 5 OF 12
VANTAGE BAY PUD
A PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER, AND A PORTION OF THE
SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 17 NORTH,
RANGE 23 EAST, W.M., KITTITAS COUNTY, WASHINGTON
TRACT I SEE SHEET 5
UTILITY AND RECREATION
133,298 S.F.
SEE S I EET 10 / N62'41'08"W(R)i
�=14'30'12" ' Oo W6 -52,52„W 163
2 _ 25'25' 103 L=81.00
CD ' �O� moo' 82,
0 ' t� 15,602 SF
0 5,000 S.F. - I __ /� / FOUND 5/8”
N89'58'43"E �I� N40'43'56"W(R) 9- / REBAR, NO CAP
100.00' � N89'58'43"E 230.76'
TRACT E o 1 0' = I �=90'34'2x" 104 ��1�
Ln 5,000 S.F. o _ N R=25.00' 12,637 S.F.
OPEN SPACE ,r, o �� e
2,543 S.F. N89'58'43"E r L=39.52' X11
q00 QP�� 100' CATEGORY III
100.00' 1•77' G z N00'35'45"W(R)�P� �O SMP -REQUIRED WETLAND
N 75.00' 50.00, C2t CD BUFFER
o) N89'58'43"E 303.23' CD o p`\v �PVO, APPROXIMATE
131.19'' o0 125.00' 47.04 0 I 100
LOCATION OF
CD 0 o Z FLOODPLAIN
rl)172.04' L=14'56'19 N14'S7'35"W(R) 1 , 00 LIMITS
L=99.08' N
VAR.
SCHOOL BUS STOP \ \ O
LOCATION PER
KITTITAS SCHOOL DISTRICT \
co
I N
`o
N
I
O
0)
co
N
CD
It
c
ryN
� o
Z o
Q z
00
CD
Ld ro
o
_Z
N
H-
Z
VAR.
TRACT M
FUTURE DEVELOPMENT
293,136 S.F.
EASTERLY EDGE OF R/W
PER R12.
150'
CRITICAL AREA
TRACTWETLAND
\ ` BUFFER
\ I
TRACT N \ \
FUTURE DEVELOPMENT ; \
629,937 S.F. \
t
LIMITS OF 200' SMP xllI
JURISDICTION
I
I �
FOUND 1/2"
\ REBAR, NO CAP
1 � Z
I
I \ �
I �
6�
C
1
t
12"0 CONCRETE MON
W/3"± BRASS D&
STAMPED "M 76 W'
(SEE DETAIL "B", SHEET 4',
FOUND 5/8" REBAR, NO CAP,
S00'01'17"E, 0.39' FROM P.C. & 1.5'±
SOUTH OF B.W.F., FOUND 5/8" 45'
REBAR W/ALUMINUM CAP STAMPED B.W.F. WITH
"J D OHARE LS 9606, ES 1/16, DILAPIDATED BWF
/ ON WOOD POSTS X� PROP. LINE TH
S30", N42'09'03"E, 2.80' FROM P. C.
& 1.0'± NORTH OF B.W.F. 13.5' 29' 23'
183.84' II X
183.61(R3)** 270.03' t 701.31'
UNPLATTED x x ----_x '
x N89'09'36"E 971.34 f 13X
11.93' X
OWNER: STATE OF WASHINGTON PARCEL ID
(PARKS & RECREATION) 152933 N89'09'36"E 2623.85' 2623.89'(R1) 2620.55'(R3)**
NOTES:
1. SEE SHEETS 11 AND 12 FOR PLATTED
EASEMENTS.
2. SEE SHEET 7 FOR LINE AND CURVE
TABLES.
KITTITAS COUNTY AUDITOR'S FILE NO.
LPF-21-00002
LEGEND
�.
SECTION CORNER AS NOTED
► we
QUARTER SECTION CORNER AS
NOTED
SET STANDARD MONUMENT WITH
BRASS DISK STAMPED "DRS 50708",
IN MONUMENT CASE
O
FOUND CORNER MONUMENT AS
NOTED
•
SET 5/8" X 24" REBAR WITH
PLASTIC CAP STAMPED "DRS LS
50708"
(R)
RADIAL BEARING
(R*)
RECORD DIMENSION PER REFERENCE
NOTED
S.F.
SQUARE FEET
t
PROPERTY LINE
X
FENCE
N(JFRTH
GRAPHIC SCALE
0 40' 80' 160'
f_J
1 INCH = 80 FT.
HORIZONTAL DATUM
NAD83/2011, WASHINGTON STATE PLANE,
SOUTH ZONE.
ALL DISTANCES SHOWN HEREON ARE IN U.S.
SURVEY FEET.
AN AVERAGE COMBINED SCALE FACTOR OF
1.00009247 WAS USED TO CONVERT GPS GRID
COORDINATES TO GROUND.
BASIS OF BEARINGS:
N06'52'47"W (4794.77') BETWEEN FOUND
MONUMENTS "M76W" AND "GP19090-12" AS
SHOWN HEREON.
340.59_
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
www.drstrong.com
PROJECT NO. 19074 SHEET 6 OF 12
VANTAGE BAY PUD �
A PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER, AND A PORTION OF THE
SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 17 NORTH,
RANGE 23 EAST, W.M., KITTITAS COUNTY, WASHINGTON
UNPLATTED 5' CLF AROUND -
OWNER: VANTAGE POINT ORCHARDS LLC HORSE PASTURE
PARCEL ID
5' CLF LESS 142933
THAN 0.5' FROM
PROPERTY LINE N89'23'09"E 746.70'
7X 7117 XT
286 66' 184.13'
SEE SHEE T 5
FOUND 5/8" REBAR W/YPC,-
STAMPED "WESTERN PACIFIC
ENGINEERING W.P.E. 12491",
N14'02'52"E, 0.57' FROM P.C.
o TRACT B �- \
o UTILITY
42 N 90,654 S.F.
16,632 S.F.o N25 52,22 W N75'57'22„W
z o0 23.51' 1.49'
W
N 1' 65124 4. F 1
N89'20'11"E 271.73' j 25'00' o
241.73' N 7,5p03
W o 25 00, S.F. o N75'S7'22"W
O o 25.00'
43 CO"' N 7,500 2 N /
14,036 S.F. o ;15 S•F o /
v 0 00' o L1O(R)
2 N65 S c�
1,
° S. F �
0 2S. 0 / /--C22
00
5'
N89'20'11"E 22217' cN 7,650 0 F N 25 00 25 00 Q C232 S>'22„w 80-27,
2500, o 0 1 144
o 820 S.F
44 N 7, s 119 N 83.24 '
^� OQ cv
(� 12,669 S.F. oNN o 25 0 S F o/ N 7,65 43 N
cfl o 0 0 5 S F
z N 11 g N/ 0 83.24
7 0
s00 S.F o N 7 142 N
S. 0p , 0 66
0 0 835 S F O
N89'20'11"E 211.57' 2, 11;;, 24 0
N 273 S F N 2 141 �
� ,�' � / 456
^� 2 00' Lr)
r ^V o m P'�
N
"J NO N
12,242 S.F. �� / CO/ �� o 83'24' N
Z N 2 21CIV
6 N a t 0,
2S.F o p� u, 14O
196.50'
00 2S. 00 N Z/ N
2,4
456 . F
0 115 O 8 .24'
N89'20'11"E 226.50' N 25'000 S. / Q /N 139 N7.665
0 0 / S F
0 CO
c114 �v O o 83.24, o
N 2S 00 s' F' o / ? N 7, 66 CIV
3$S F N a
o _
N 113 N V 83 24 o
N 2,213 S. cNv 1,g 137 N
0 37 S F
46 19,650 S.F. ;15.
5 °p 8
N' /
o N 7, 83 36 N
1�2 / s. F.
Z N 2,213 S. 0 8324' o
00
00,N 13
N" 5 N PARCEL ID
1 Q 7,665 S.F 302933
/07,13
� 2 N 75p0 S F U / 0 83.24' o UNPLATTED
7 32'36„ 0 25 00 I Qin 13 N OWNER: GRANT CO. PUD
87• 84 w 195.58, �Vo 110 N �� N 7'8 65 �.F o
7'500 S.F o 0 3"24 O
C)
of N
o N25 52'22 W N 25 0 p N 2 456 3
N1 4'02'38"E N 25.00• S.F
1 o
25.00' 2, 2g� 9 F 11.86' 25 00' / 83 24' N
10,418 S.F. L� N674g4 L9(R) vc1N C24 2,4532
J7O�
10, , 83 6
SSS 536 N R 31 N
L11
s6° v ( ) 1
L8(R) 84
4- S.F o
X 660 � 1 /�// /� L12 (R) 130 N
,66506 �9 /o �/�/ 86.475 S -F o0
'9 S L7(R) oo �`� L13(R) N
��O ��6• �,�SOS 65 L6 R ' v `b0�� Zz ��O 7,938
9. F o
0 S� ( ) �� ii i N2 o SEE DETAIL "A",
C,T'Q SSS 552'�2„w 90 N' SHEET 4
4p�� F�C�/T�CTiC� 9) Cj O 1L Ury -1 4(R)
Og
\g2 j6 °9�9 O S6, /D Ll 5(R)
�7S r� G�
�C6%S6,, L5(R) 01h ��� �+g6°SA TRACTD
\ /
J p o L16(R) S17,, RECREATION FOUND 6"0 CONCRETE
\ C14 �S 23,479 S.F. MONUMENT WITH
C 8 SR 69 BROKEN TOP.
O� C' -1 7(R) 65A S� MEASURED TO CENTER.
�o C56 �S Com' �� 7 BELIEVE TO BE
'OC 18(R) 6Q C6�� MONUMENT "M81 W"
S� IDENTIFIED ON (R3),
O 7 O DOWN 0.4'1 AND NEXT
L 19(R) 656 TO ORANGE "PROJECT
SCHOOL BUS STOP 9/L �� �� rr 00 00 BOUNDARY" MARKER.
LOCATION PER K , 7 p cb_W DID NOT FIND REBAR
KITTITAS SCHOOL '9 C38 �' 4/ 6 � `1 N
�i 6• �3 S NOTED ON (R1).
DISTRICT �o 33 CSS S� 00 O°' n HELD AS ANGLE POINT
IN BOUNDARY LINE.
i� </7°, o Z
SEE SHEE T 9
SEE SHEE T 5 NOTES-
.
OTES:. SEE SHEETS 11 AND 12 FOR PLATTED
EASEMENTS.
KITTITAS COUNTY AUDITOR'S FILE NO.
LEGEND
LINE TABLE
LINE
LENGTH
DIRECTION
Ll
30.61'
N76'21'42"W
L2
20.29'
N86'26'19"E
L3
26.58'
S49'24'52"W
L4
12.64'
S18'00'13"W
L5(R)
NOTED
N49'13'26"W
L6(R)
90'00'00"
N53'17'50"W
L7(R)
50708"
N57'01'21 "W
L8(R)
(R*)
N60'47'11 "W
L9(R)
NOTED
N69'32'13"W
L10(R)
R
S47'28'49"E
L11(R)
FENCE
N74'43'59"W
Ll 2(R)
35.89'
N71'32'44"W
-1 3(R)
C10
N68'20'40"W
-1 4(R)
39'55'41"
N64'47'42"W
-1 5(R)
25.00'
N58'39'1 8"W
L16(R)
13.47'
N55'06'41"W
Ll 7(R)
C13
N51 *54'49"W
Ll 8(R)
18'19'21"
N48'43'40"W
L19(R)
25.00'
N45'13'31 "W
L20
19.45'
N14'02'38"E
►[�
SECTION CORNER AS NOTED
LENGTH
RADIUS
►Cr
QUARTER SECTION CORNER AS
39.27'
NOTED
90'00'00"
SET STANDARD MONUMENT WITH
3.21'
BRASS DISK STAMPED "DRS 50708",
00'34'28"
IN MONUMENT CASE
O
FOUND CORNER MONUMENT AS
01'14'23"
NOTED
•
SET 5/8" X 24" REBAR WITH
90'00'00"
PLASTIC CAP STAMPED "DRS LS
47.12'
50708"
(R)
RADIAL BEARING
(R*)
RECORD DIMENSION PER REFERENCE
4911'13"
NOTED
S.F.
SQUARE FEET
R
PROPERTY LINE
X
FENCE
LP F- 21- 00002
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
C1
39.27'
25.00'
90'00'00"
C2
3.21'
320.00'
00'34'28"
C3
14.61'
675.00'
01'14'23"
C4
39.27'
25.00'
90'00'00"
C5
47.12'
30.00'
90'00'00"
C6
21.46'
25.00'
4911'13"
C7
8.62'
25.00'
19'45'21"
C8
12.84'
25.00'
29'25'52"
C9
35.89'
51.50'
39'55'41"
C10
35.89'
51.50'
39'55'41"
C11
21.46'
25.00'
49'11'13"
C12
13.47'
25.00'
30'51'52"
C13
7.99'
25.00'
18'19'21"
C14
38.19'
25.00'
87'30'53"
C15
19.45'
310.00'
03'35'39"
C16
22.04'
310.00'
04'04'24"
C17
20.16'
310.00'
03'43'32"
C18
20.36'
310.00'
03'45'50"
C19
47.34'
310.00'
08'45'02"
C20
34.73'
310.00'
06'25'08"
C21
30.95'
25.00'
70'55'32"
C22
18.52'
25.00'
42'26'59"
C23
12.43'
25.00'
28'28'33"
C24
7.68'
360.00'
01'13'23"
C25
20.03'
360.00'
03'11'14"
C26
20.11'
360.00'
03'12'04"
C27
22.30'
360.00'
03'32'58"
C28
38.58'
360.00'
06'08'24"
C29
22.26'
360.00'
03'32'37"
C30
20.09'
360.00'
03.11'52"
C31
20.02'
360.00'
03'11'09"
C32
22.01'
360.00'
03'30'09"
C33
5.47'
360.00'
00'52'13"
C34
34.47'
25.00'
78'59'17"
C35
36.96'
25.00'
84'42'00"
C36
47.95'
365.00'
07'31'36"
C37
46.16'
365.00'
07'14'43"
C38
3.42'
335.00'
00'35'06"
NORTH
GRAPHIC SCALE
0 20' 40' 80'
1 INCH = 40 FT.
HORIZONTAL DATUM:
NAD83/2011, WASHINGTON STATE PLANE,
SOUTH ZONE.
ALL DISTANCES SHOWN HEREON ARE IN U.S.
SURVEY FEET.
AN AVERAGE COMBINED SCALE FACTOR OF
1.00009247 WAS USED TO CONVERT GPS GRID
COORDINATES TO GROUND.
BASIS OF BEARINGS:
N06'52'47"W (4794:77') BETWEEN FOUND
MONUMENTS "M76W" AND "GP19090-12' AS
SHOWN HEREON.
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7THAVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
www.drstrong.com
PROJECT NO. 19074 SHEET 7 OF 12
VANTAGE BAY IUD �
A PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER, AND A PORTION OF THE
SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 17 NORTH,
RANGE 23 EAST, W.M., KITTITAS COUNTY, WASHINGTON
I I
Z
J 89'23'09"E I I
60.00' s�FOUND 5/8" REBAR W/YPC IN DRIVEWAY,
/ _�j STAMPED "WESTERN PACIFIC ENGINEERING
cu / W.P.E. 12491", AT P.C. (HELD)
I
FOUND 5/8„ I l
co / REBAR
z N W/YPC IN
sp, DRIVEWAY,
Q) / 4,j STAMP
/ 50' co ILLEGIBLE.
ko / 0 (SEE MN #4) /
J � / w
I
Z O z I I
Q
� � o
/ w
FOUND 5/8co
" > 1 I
REBAR, NO CAP
(SEE MN #4) I I
o j
TRACT A z /
I I
/ FUTURE DEVELOPMENT
/
31,090 S.F.
ELLENSBURG TELEPHONE CO. ESMT.
REC. NO. 279914. PORTION OVER x
SUBJECT PARCEL EXTINGUISHED PEP.
FOUND 5/8" REBAR, I REC. NO. 202003100048.
o NO CAP, AT P.C. (HELD) PARCEL ID
N89'23'09'E 142933
19.11' x I UNPLATTED
OWNER: VANTAGE POINT ORCHARDS LLC
99.96' x� N89'23'09"E 746.70'
N89'58'43"E125.00 65.00' 60.00' 60.00' 60.00' 286.66'
.89' o co 0 42
5,4657 S.F. � 25.0J25.00' 6 c' C � 6 TRACT J 16,632 S
u� PRIVATE DRIVEWAY
99.97' I I 38 39 � �
40 41 1,247 S.F.
- N89'20'11"E 271.
N89'58'43"E 7,594 S.F. 7,190 S.F. 7,183 S.F. 6,038 S.F. o
30.00' 241.73'
a o
0 0 4 o o o N00"01'17"W
0 36 0 0 0 0 85512' 53.34'
0 4,998 S.F. o 0 0 0
Ln u� f z z z 6� 19 06" r� 43
9g g7' C7 �� o C9 S51'23'46"W(R) 14,036 S.F.
N89'58'43"E o o.
0 96, ��, 34.67' 60.00'- 51.57' Gco L=8.00'
z 2 o N89'20'11 "E 222.1
0 35 0 0 3p o KING SALMON COURT S11'28'05"W(R) S60'17'43"W(R)
00'
0 4,999 S.F. �I N (PRIVATE R/W) N20°25'10"W(R) n o�a=68'15'58"
99.97' �1 -- o N89'20'11"E 259.76' `G� L=61.36 4 S.F.
VAR. N89'58'43"E �6�9 ,ri S17'39'32"W(R) N11'30'38"W(R) N51'26'19"W(R) 12,6
C11 2.43'
CD
0 34 0 000;0 35.34' 60.00' 52.13'
Lo /� C13 N89'20'11 "E 211.5
4,999 S.F.
0'
99.98' I o 00a4 6pLn _ 02'02" G1
N89"58'43"E Ld `v �_ N i-C12S3'96' `V �o 0 45
ri CD o co 12.242 S.F.
0 o 33 � _j 50 30.00' 196.50'
6 4,999 S.F. o 0 49
n �n 7,651 S.F. 48 - 47
7,585 S.F. r N89'20'11 "E 226.50'
w U 0 8,101 S.F.
99.98' W- Q r o 0 0 6,812 S.F.
N 40 N89'58'43"E 40 �> o I 0 00 0 TRACT K
PRIVATE DRIVEWAY
0 0 32 o U I 9.75' 10.03' z 0 coo 1,530 S.F.
0 4,999 S.F. of �_ oN 65.00' z 9.77' 46
57_
99.99' m 0 74.75' �i 50.35 60.11 19,650 S.F.
40 N89'58'43"E
N89'58'43"E o N76'21'42"W o Cl L2 67.47' 36 ps, �)
o In 0o N86'26'19"E 7 32'
o p 31.14' c0 36
0 31 0 0 51 N 86'26'19"E �� W
o 4,999 S.F. o I cO 6,189 S.F. n ° 0 32.47' �0, lgs.58,
0104.98' I 104.98' o 8
z N89°58'43"E N89'58'43"E o w w o
o x'84'
_ _
o .cv /v
y N 52 0 "� 0 0) � � N14'02'38"E-'
TRACEN T C o" 5,021 30S.F. o 8,753 S.F. z 53 g 54 � 55 9,156s.F. 25.00'
2,807 S.F. n N 6,653 S.F.o 0 7,810 S.F. 0 8,419 S.F. N
99.99' 25.00' 25.00' A=90'00'00" z z 57
2 10,418 S.F. O
o N89"58'43"E R=30.00' p=0'15'17" co
00 Gh L=47.12'
SCHOOL BUS STOP " 70.00' 55.00' 55.00' 74.94' 48.38' �=7'35'21" QL=4g 2T \O J
LOCATION PER - - - '� 34 h •� O
KITTITAS SCHOOL o o VANTAGE BAY LOOP $ 4p' 4,,485 ° °�' 6
DISTRICT o o (PUBLIC R/W) o R,>3�>" >o 7031
") N89'58'43"E 400.27' r� - _ S2,3• 36 4
96.96' - 125.00' TRACT D o 178.31' 0 49.
SEE DETAIL o ` 1 08 w(R 00
"C" ABOVE �, - oo OPEN SPACE o0 0o S15"45'15"W(R) 260,9, �2., ��0
2,543 S.F. r-, r-, 504'40'12"W(R)
97.65' '' 0 0.17' 75.00' 50.00' 50.00' 75.00' 53.31' 2890 \ �TO�
c0 C� 4=11'OS'�3„
A= 90'00' 00"
FOUND 5/8"� `N° � A=4'41'29" L=59•
REBAR, NO - 1.77' R=25.00' L=24.97' °0 472•
CAP N89"58'43"E 100.00' 25.00' 25.00' L=3927' �,61- 2'ps y
N62'E, 0.32' 61
FROM P.C. SEE SHEET 9
NOTES:
1. SEE SHEETS 11 AND 12 FOR PLATTED
EASEMENTS.
2. SEE SHEET 7 FOR LINE AND CURVE
TABLES.
KITTITAS COUNTY AUDITOR'S FILE NO.
SPF -21-00002
o
SECTION CORNER AS NOTED
m
N G�
VANTAGE BAY LOOP
NOTED
Z
SET STANDARD MONUMENT WITH
BRASS DISK STAMPED "DRS 50708",
(PUBLIC R/W)
Z
o
NOTED
`�i
_o
120
(D
o
e
FOUND 5/8" REBAR,
Q
O
NO CAP
Z
z
t
N62'E, 0.32' FROM P.C.
Q
co
O
N89'58'43"E
'
75.00'
114
o
N00'01'01 "W
W
N 113
cD
0.17'
12
0
Z 111
TRACT D
N
o
OPEN SPACE
2,543 S.F.
Z
0
O
z
=
NORTH
DETAIL C
SCALE: 1" = 10'
5' CLF LESS
THAN 0.5' FROM
PROPERTY LINE
in
LEGEND
SECTION CORNER AS NOTED
m
N G�
QUARTER SECTION CORNER AS
NOTED
Z
SET STANDARD MONUMENT WITH
BRASS DISK STAMPED "DRS 50708",
IN MONUMENT CASE
Z
>
NOTED
•
SET 5/8" X 24" REBAR WITH
120
.W
(R)
N 119
(R*)
o cv- ''
8
z
S.F.
117
t
PROPERTY LINE
X
co
O
N
�1- 116
2
115
114
N
v�
N 113
12
0
Z 111
110
109
in
LEGEND
NORTH
GRAPHIC SCALE
0 30' 60' 120'
mmili1 INCH= 60 FT.
HORIZONTAL DATUM
NAD83/2011, WASHINGTON STATE PLANE,
SOUTH ZONE.
ALL DISTANCES SHOWN HEREON ARE IN U.S.
SURVEY FEET.
AN AVERAGE COMBINED SCALE FACTOR OF
1.00009247 WAS USED TO CONVERT GPS GRID
COORDINATES TO GROUND.
BASIS OF BEARINGS:
N06'52'47"W (4794.77') BETWEEN FOUND
MONUMENTS "M76W" AND "GP19090-12" AS
SHOWN HEREON.
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
www.drstrong.com
PROJECT NO. 19074 SHEET 8 OF 12
SECTION CORNER AS NOTED
►,"m
QUARTER SECTION CORNER AS
NOTED
SET STANDARD MONUMENT WITH
BRASS DISK STAMPED "DRS 50708",
IN MONUMENT CASE
0
FOUND CORNER MONUMENT AS
NOTED
•
SET 5/8" X 24" REBAR WITH
PLASTIC CAP STAMPED "DRS LS
50708"
(R)
RADIAL BEARING
(R*)
RECORD DIMENSION PER REFERENCE
NOTED
S.F.
SQUARE FEET
t
PROPERTY LINE
X
FENCE
NORTH
GRAPHIC SCALE
0 30' 60' 120'
mmili1 INCH= 60 FT.
HORIZONTAL DATUM
NAD83/2011, WASHINGTON STATE PLANE,
SOUTH ZONE.
ALL DISTANCES SHOWN HEREON ARE IN U.S.
SURVEY FEET.
AN AVERAGE COMBINED SCALE FACTOR OF
1.00009247 WAS USED TO CONVERT GPS GRID
COORDINATES TO GROUND.
BASIS OF BEARINGS:
N06'52'47"W (4794.77') BETWEEN FOUND
MONUMENTS "M76W" AND "GP19090-12" AS
SHOWN HEREON.
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
www.drstrong.com
PROJECT NO. 19074 SHEET 8 OF 12
0
0
0
70.00
VANTAGE BAY PUD
A PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER, AND A PORTION OF THE LPF-21-00002
SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 17 NORTH,
RANGE 23 EAST, W.M., KITTITAS COUNTY, WASHINGTON
SCHOOL BUS STOP LOCATION PER
KITTITAS SCHOOL DISTRICT
0=90.00'00" SEE SHEET 8
R=30.00' A=0'15'17"
:L=47.12' L=1.62'
L=48.35'
s�
55.00' 55.00' 74.94' 48.38' �=7'3521a " L -4g•27' �
= 2'34 ° �
0 0 0 VANTAGE u BAY LOOP oV_"'
N89'58'43"E 400.27' (/)523' 0IT7 08,96.96' 125.00' TRACT D o 178.31' oSEE DETAIL -o 4�4 W(R��og62
"C", SHEET 8 0 OPEN SPACE o o S15'45'15"W(R) 926''
- - 2,543 S.F. - - r� SO4'40"2"W(R) \(\ 8 S4\
97.65' j' 0.17' 75.00' 50.00' 50.00' 75.00' 53.31 6_� 2 904 ,530 ,
FOUND 5/8„\ `N° I A=90'00'00" D=4'41'29" d L i5g� 03„ 6 �\
i 1.77' R=25.00' Ln n 0p' 4,
REBAR CAP N89'58'43"E 100.00' 25.00' 25.00' L=39 27' Oo o L=24.97' oma. ,6420S�
N62'E, 0.32' 29 0 0 67 = 6,859 S.F. �6'
FROM P.C. 0 5,000 S.F. o I 6,866 S.F. L" 65 4�
Ln
N89'58'43"E v 5,935 S.F.�6S27Q
N89'58'43"E100.00' o ;� 64
100.00' o 6,765 S.F. ,N
�� O
00 z
00 2$ o �o 0 6$ o 0 54.12' Z °' ��h6763S.F.
0 5,000 S.F. o 0 6,000 S.F. A 4) z
,n 0 0 0 N89'58'43' E 2 O O ti
S'
N89'58'43"E p Ln
N N =moo .0o N89'58'43"E 44 a q
SCHOOL BUS STOP LOCATION PER
KITTITAS SCHOOL DISTRICT
s�
�, sy
38 �
100.00' o Pr- 11403 46 27 W N 63 95'
o 100.00' a 65. S8' 62 \ p� p S
D=5'12'09" 28.62' 46' ti 6,794 S.F �' 6
0 27" O p �' s
0 27 0l =I I o 69 L=17.25' ^�' W g��5`'�
VAR. 5,000 S.F. o b 76 o
6,870 S.F. r 6,450 S.F. a• N51'47'12"W NO 10 ocPc6. \ r, Jis, o
o 25.00'125.00' A=90'00'00" o 0 0 10.81' tiS 6� �`� LO
N8 'S8'4�'E _ `� 71 0) ,<v �Q A�, 9Q 12.14'
100.00' R=39.270, 0 6,319 S.F. p° >> 8' 61 , v 9
_ �' ' 2 0. 0
O O`O /y 6,631 S.F. Q �cA
0 26 o 57.77' aL134752„ �18'S2'45"W(R) �� N34'07'06"W �C.,� \ �\ 1
5, 000 S. F. o 5 I a rn
� `n r' S05'10'53"W R o 4�7 5�4 14.69' C' 6E 9 6 U
O o S 8' 72 o N �� 2 n o\ o
N89'58'43"E 107.77' uj 32 `r" 1 `�'
.� N89'S8'43"E (� �� 0' 6,485 S.F. o l o
o
100.00'60
I BASIN POINTE LOO
co 0 0 (PRIVATE R/W) o a�72 \,S O 00 �6p. 6,240 S.F. J a
0 25 o v 0 0 9�, 73 O s o
eco 0 5,000 S.F. 0 7R=25.00'
77' ` A3v \ S>, 6,391 S.F. �y moo,0.50,57„E o
�N n n O'' N'J
Z N89.58'43" E R�7 4� \�� p 4�� p3�6g C �i 103.41' rn
D_ 100.00' 25.00' 25.00'0'00'00" 4Qp �20 �9S \9 0�9 t 1�� °01 n {�
<�O= cPo �:cA 59 co24 0 (n o o.27' 86 �s� \��� \\� oo �`r�, N34'07'06"W 5,664 S.F. C° f
Q� o I� � 3 O 8.61' eco SII
5, 000 S.F. o c0 0 12, 706 S.F. �. O a T�
Q n `nI Q cv r� I n \ O. ;\� ,C- l 74 N87'13'20"W y
CDN
6,569 S.F.N89'58'43"E S62-18'5"W(R) �,� 90.74'
� 40 40 o N04O106W-
Ld.' ''".'
23ro o
I
, 20.40'
Z o 5,002 S.F. N A=25'37'02" \ a 101.06 .E o 58 o� �I
N o d=2'19'42" L=3'53'54" 87 L=62.59' N7g'1456 5,045 S.F. i0N �J
13,021 S.F.
1-- `� L=17.27' L=25.52'
Z N89'58'43"E 100.35' N86 04'49"L(R) c� D N 0°' 75 0 N24 22'S2
N87'39'02"E(R) - coIN S8;'55'55"W(R) 'm- o� M 2 W
Z o i� r �{ �D II 6,298 S.F. o co N 9' 17 `n
� O0 10 ii I- o L=7'19'47" N89'58'43"E 221.81' � II J r �o
co Oo 22 N O a o d�=2'23'11" 30 ^
o cn n L=47.97' L=14'46'18" Op' ^ v -
N o 5,118 S. N o r 102.13' z L=12.70' 3
u� II D a Q II r� L= 36.09' 0.00, vl J
� III:n n oo a II 88 25.00' N85'42'06"W
>' N89'58'43"E 105.36' , � A=1'09'50" 12,911 S.F. ^ 25.00' L=8'24'20" 76 TRACT H
N80'S2'20"E(R) ��' L=12.70' ^ L=27.87' 6,060 S.F.Jv
UTILITY AND CIV ^�"
A=2'07'18" N h a=90'00'00" �� DRAIN FIELD^"� o/�
0 ^� cup 0 7,035 S.F. � cb ^
0 21 L=15.74' o R=25.00' C
o N89'58'43"E 204.35' o �
0 5,490 S.F. L=3'29'13" S79'54'51"W(R) N L=39.27' > ^ z /`o -
z L=34.99'� `r' ^•
N89'58'43"E 113.90' ��0=5'32'51" 89 v� / W o ,3 04' 2 '30.00,/ `o
S82'14'15"W(R) \I o I L=60.51' 11,595 S.F. �� N7717,46»W 33.9p, 0�5 30.00' �I
LQ
0 20 0OoIII Oo S85'27'42"W(R) w/� TRq 209= dL5')g'00„L4 N�
R/W 5,828 S.F.11 N89'58'43"E 183.13' w 32328 SO 1 j9 044 35'15 // Lo o
N89'58'43"E 118.49' 0 18.22' z/ N 2'05'3p,, a o
c° D=5'30'18" 90 m L� 30. o
S87'14'32"W R �r N �- �=5'46'48" 102•`_ 4j•03' QO o �I
o ( )No o N CD L=60.05' 10,528 S.F. L=42.87' 2S.( 10 6 A=90'00'00" '� 'o
0 19 0 l n II I 0^ R=25.00' n- I� (/)
� I � ®=82'54'30"
0 5,948 S.F. `n n J N89'01'S9"W R S83'04'34'E R 'NN L=39.27' O �to�/Z-"� II Irl II j,� ( ) ( )�v- 77 R=25.00' O It SCHOOL BUS STOP
- II W "� i o II II 9,256 S.F. L=36.18' -j LOCATION PER
N89'58'43"E 118.70' a N N89'58'43"E 169.95' o -� _ o CO
_� r i
o a N84'23'24"W 160.33'-4'18'54" o I J KITTITAS SCHOOL
N87-46'26"W(R) `N I-
. 6=8'06'21" o °� L=28.62' � o DISTRICT
o mo IN �=5'30'51" g1 0 N A o - S83'50'45"E(R) �Q 00
0 18 0 o II L=60.15' L=60.13' o u-). S88'42'10"E R - II m y II
10,152 S.F. c� �t ( ) � - _ o
0 5,849 S.F. l a N "� c° o, N m N
._j It _W I I I _ 0 78 co rL l I- r7
III r m
N89'58'43"E 114.55' N83'31'08"W(R) N88'49'04"E(R) a � J 9,643 S.F. � Q to cv
N82'46'23"W(R) C� L=4'43'33" N89'58'43"E 170.84' Ia �
A=3'58'48" Q L=51.55' I N87'47'S9"E 162:63' a Q I p TRACT
0 17 L=39.94' L=8'07'46" N83'57'22"E(R) > a UTILITY AND
0 5.532 S.F.p=1'27'05" 92 L=60.30' N85'21'40"E(R)
n co A=1'24'39" 10,636 S.F. L=5'29'19" RECREATION
L=10.77' L=9.23' 79 L=36.40' 133,298 S.F.
N89'S8'43"E 106.17' + D=6'10'54" 2 �
N80'41'19"E(R) 9,57 S.F. o
S80'14'40"E(R)- - ,°' L=40.46' 5.07' o cn o
0 0 o w o N89'S8'43"E 185.96' } 1g1.8g
vIN `* p o S80'12'14"E(R) L=1'30'33" 25• 1 d
0 1�
0 5,144 S.F. Lo • 1 25.00 Op' N�6'43 E
n II CO a L=11.19' z
t II II o ,� A=9'12'55" 80 d
a l 0 93 '
N89'58'43"E 100.58' II It L=60.31' �
a o � 11,705 S.F. 6, �'�- 10,422 S.F. L=27.05' 30 p0,
S87'01'52"E(R) c `1_ �IR=470.00' 30.00 I
o A=2'59'25" S89'25'09"E(R) o S81'45'53"W(R)
0 L=22.18' N89'58'43"E 202.72' z Ln g9,
0 5,004 S.F. � 25.0 25.00' �=0'36'07" �' 5 p0 t L=6.32' 80-C)1'45 "E 161. '
N89'58'43"E N 0o L=3.94' 94 I
100.00'
o Lo
14 0l g
0
5,000 S.F. o I z
N89'58'43"E
12,477 S.F. A=16'48'31"
L=24.94'
N89'58'43"E 210.49' N84'00'43"W(R)
SEE SHEET 10
-S81 '51'42"W(R)
A=19'35'00 81
CD L=46.14' 11,876 S.F.
0
C) N78'33'17"W(R)
NOTES:
1. SEE SHEETS 11 AND 12 FOR PLATTED
EASEMENTS.
2. SEE SHEET 7 FOR LINE AND CURVE
TABLES.
KITTITAS COUNTY AUDITOR'S FILE NO.
LEGEND
NaRTH
GRAPHIC SCALE
0 30' 60' 120'
1 INCH= 60 FT.
HORIZONTAL DATUM:
NAD83/2011, WASHINGTON STATE PLANE,
SOUTH ZONE.
ALL DISTANCES SHOWN HEREON ARE IN U.S.
SURVEY FEET.
AN AVERAGE COMBINED SCALE FACTOR OF
1.00009247 WAS USED TO CONVERT GPS GRID
COORDINATES TO GROUND.
BASIS OF BEARINGS:
N06'52'47"W (4794.77') BETWEEN FOUND
MONUMENTS "M76W" AND "GP19090-12" AS
SHOWN HEREON.
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425,827.3063 F 425.827.2423
www.drstrong.com
PROJECT NO. 19074 SHEET 9 OF 12 1
SECTION CORNER AS NOTED
►C>•
QUARTER SECTION CORNER AS
NOTED
SET STANDARD MONUMENT WITH
BRASS DISK STAMPED "DRS 50708",
IN MONUMENT CASE
O
FOUND CORNER MONUMENT AS
NOTED
•
SET 5/8" X 24" REBAR WITH
PLASTIC CAP STAMPED "DRS LS
50708"
(R)
RADIAL BEARING
(R*)
RECORD DIMENSION PER REFERENCE
NOTED
S.F.
SQUARE FEET
R
PROPERTY LINE
X
FENCE
NaRTH
GRAPHIC SCALE
0 30' 60' 120'
1 INCH= 60 FT.
HORIZONTAL DATUM:
NAD83/2011, WASHINGTON STATE PLANE,
SOUTH ZONE.
ALL DISTANCES SHOWN HEREON ARE IN U.S.
SURVEY FEET.
AN AVERAGE COMBINED SCALE FACTOR OF
1.00009247 WAS USED TO CONVERT GPS GRID
COORDINATES TO GROUND.
BASIS OF BEARINGS:
N06'52'47"W (4794.77') BETWEEN FOUND
MONUMENTS "M76W" AND "GP19090-12" AS
SHOWN HEREON.
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425,827.3063 F 425.827.2423
www.drstrong.com
PROJECT NO. 19074 SHEET 9 OF 12 1
VANTAGE DAY PUD �
A PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER, AND A PORTION OF THE
SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 17 NORTH,
RANGE 23 EAST, W.M., KITTITAS COUNTY, WASHINGTON
LPF- 21- 00002
30.00''
SEE
SH
/ c T 30.00
SLE S/ E / 9 0=2'40'57" S81'45'53"W(R)
L=6.32' E 161.99' I
C)CO N80 01 45
94 25.00
0 12,477 S.F. A=16'48'31"
L=24.94' S81'51'42"W(R) �,��� o0 00
0 14 0l 1 A=19'35'00" 81 M CD 0
0 5,000 S.F. o o Ln
L=46.14' 11,876 S.F. II `� o II it
`n N89'58'43"E 210.49' N84'00'43"W(R) o a 0 � rr
N89'58'43"E CO N78-33'17"W(R) r 1
c o A=83'59'27" n N81' r'
100.00' o� L=124.60' / �� 76'27"W 166.56' N
0 o N A=90'0000» 14 375 S. pp �� �' a N
0 5,000 S.F. 01 � 25.00' R=25.00' S / /`b� /��• /w/� N86'06'33"W(R) J
`n L= 39.27' o
VAR. N89'58'43"E 100.96' / pp ^ N59°34'04"W(R) 8211
0 100.00' o o - - o o� �� ��� �� ��b 13,491 S. F. N N
o o z o o D'1��. 11 a s
0 12 o N N89'58'43"E 150.96' cw D S9S
0 5,000 S.F. o o �k0� N39'55'37'W(R)It
BASIN POINTE LOOP
z I N89'58'43"E (PRIVATE R/W) N p%1g � X86
100.00' - - L �6,
°° -, 55.23' p_20-10'12' 30 00,
0 11 01 `° L-47.52 N20'11'29"W(R) �9. 30.0p,
v 0 0 �A=90'00'00' 15.50'
5,000 S.F. oLn
r r a zs
00 ^ coo R=25.00' uri
N89'58'43"E N L=39.27' ' 6 83
N 17,783 S.F. /
100.00'
o I Q 2.02' o N I r 84
z Z 00 1 Lai
ro N o �'1 cc r 96 0 97 0 85 14,332 S.F. m /
Q 5,043 S.F. �. d �I io o II N 10,905 S.F.
``� II `p 7,667 S.F. o 7,456 S.F. N
C) �
N89'58'43"E 102.72' 0,4
z Z
Ld o A=4'44'10"
/ /
0 9 L=35.13' � 3 /
_Z 0 5,326 S.F. A=1'25'35"
N r L=15.56' p0. 25.00' 54.87' 55.23' 95.03' 132.56' 30.64' i� /
H- S80-11'10"W(R 25 N89'S8'43"E 368.33' w
Z S79-59'58"W(R) /
N89'58'43"E 110.96' - w n
_ o N A=5'08'15" 9$
o $ r
0 5,729 S.F. o'n � I L=60.53' 21,417 S.F. � v
J4� O� p
S84-48'37"W(R)F- I S85-08'14"W(R) /
N89'58'43"E 117.52' <" o N89'58'43"E 346.48'
c) �M o A=5'05'55"
0 5,956 S.F. 11 o ~ r 1(.0 LEGEND
�L=60.07' 99 cD / /
u I� I 20,269 S.F. SECTION CORNER AS NOTED
S89-24'04"W(R) In
N89'58'4YE 120.03' - � o `n N89-45'51"W(R)
to 0 // ►Cr QUARTER SECTION CORNER AS
O o oin 1 o N o N89'58'43"E 330.04'
0 6 o� N L II o NOTED
� o 5,981 S.F. 114 co Q -j u
coo n �a � � iL A=5'06'03" 100 cc / I / �! SET STANDARD MONUMENT WITH
N N86'00'43"W(R) a - I L=60.09' 19,442 S.F. __2 / BRASS DISK STAMPED "DRS 50708",
1\189'58'43"E 118.54'.cv I IN MONUMENT CASE
N `r W N N84'39'48"W(R)
00 5 o CO j W� N O FOUND CORNER MONUMENT AS
5,805 S.F. a BUJ > a N89'58'43"E 318.93' 10.65' 30.0p, 31 TRACT I NOTED
Ln Ja CD 0.0p UTILITY1AND 33,298 RECREATION
C) NSi'23'57"W(R) '0 A=5'08'38" 101 A=9'20'42" • SET 5/8" X 24" REBAR WITH
ui L=60.60' L=52.19' PLASTIC CAP STAMPED "DRS LS
N89'58'43"E 113.00' 18,867 S.F.
o A=2'35'49" 25. I 50708"
5 00
N 00' N79'31'10"W(R) N67'30'03"W(R)
� 0 4 L=28.33'
0 5,433 S.F. A=3'01'22" � 5. I „ (R) RADIAL BEARING
L=22.42' f�-A=0'43'02" N89'58'43"E 308.88' o �N
S81'49'30"E(R) N� L=8.45' ^ ��• (R*) RECORD DIMENSION PER REFERENCE
o A=12'15'56" �
1 N89'58'43"E 104.34' �� 102 L=68.50' NOTED
A=6'46'06" �0 11 �o ro A=7'58'09" 17,923 S.F.
C:) - 11 S.F. SQUARE FEET
0 3 L=50.21' vN o L=52.16' N62'41'08"W(R)
co Ln 5,087 S.F. It a it N55-14'08"W(R) FL PROPERTY LINE
N S88'35'37"E(R) a S86-46'17"E(R) N89'58'43"E 284.25' / I N76'S2'
it / 52"W X FENCE
N89'58'43"E 100.13' A=3'14'59" A=14'30'12" / 0 763.82'
Q A=1'25'40" T L=21.27' 103 L=81.00' p p I
0 L=10.59, . I I- p J
p /
2 15,602 S.F. O•
5, 000 S. F. 25.00' 25.00' 1 �i^�\
Z
N89'58'43"E 00 N40'43'56"W(R) /gyp
0 100.00' o l N N89'58'43"E 230.76'
0 1 0 (6 104
0;
TRACT E o 5,000 S.F. o _ A=90'34'28" 12.638 S.F. N0,0
OPEN SPACE `n n r = 0 (n R=25.00' /i��o O �T I�
2,543 S.F. N89'58 43"E o r- L=39.52' 22q j D
100.00' 1.77' ^ z _ N00'35'45"W(R) 40,0811 L� OQP / �5�� GRAPHIC SCALE
P� 0 30' 60' 120'
75.00' 50.00' ��:C2
o' o ---- o v P�� PPOg�� j 1 INCH = 60 FT.
N89 '58'43"1 303.23'717 -
�G 131.19' 0 125.00' 47.04' \ o SEE DETAIL
o o » D» BELOW TRACT IN I
FUTURE DEVELOPMENT HORIZONTAL DATUM:
172.04' - AL19908 N14'S7'35"W(R) 629,937 S.F. , NAD83/2011, WASHINGTON STATE PLANE,
VAR. TRACT M \ SOUTH
ALL DISTANCES SHOWN HEREON ARE IN U.S.
FUTURE DEVELOPMENT SURVEY FEET.
I 293,136 S.F. AN AVERAGE COMBINED SCALE FACTOR OF
1.00009247 WAS USED TO CONVERT GPS GRID
SCHOOL BUS STOP COORDINATES TO GROUND.
LOCATION PER SEE
Sl l�/LCccl T Cj
KITTITAS SCHOOL DISTRICT
N
0 1 `Ld w A=90'34'28" 104
o W > R=25.00' 12,638 S.F.
� \ L=39.52'
_007
E2 LNOO*35'45"W(R)
m
50.00' r '~ 47.04'
o N89'58'43"E
o C2
o VANTAGE BAY LOOP
o (PUBLIC R/W) oo NORTH
Z 47.04' � _�--
DETAIL D
SCALE: 1" = 30'
NOTES:
1. SEE SHEETS 11 AND 12 FOR PLATTED
EASEMENTS.
2. SEE SHEET 7 FOR LINE AND CURVE
TABLES.
BASIS OF BEARINGS:
N06'52'47"W (4794.77') BETWEEN FOUND
MONUMENTS "M76W" AND "GP19090-12" AS
SHOWN HEREON.
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
www.drstrong.com
KITTITAS COUNTY AUDITOR'S FILE NO. PROJECT NO. 19074 SHEET 10 OF 12
VANTAGE BAY PUD
A PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER, AND A PORTION OF THE
SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 17 NORTH,
RANGE 23 EAST, W.M., KITTITAS COUNTY, WASHINGTON
TRACT A
FUTURE DEVELOPMENT
N89'23'09"E 746.70'
LPF- 21- 00002
TRACT B
42 / / \ \ UTILITY
37 1 25.00' 25.00'1 i
PRIVATE ADRIVEWAY
I1
1 1 38 39 40 41 11 .
I I I X23
36
43 w
\`-------- —�-- \ 121 `o
1 25.00
35 j KING SALMON COURT 20 , 2s. 00. / 14
(PRIVATE R/W) A I
o i 44 119 / / 143 z
I — / 118 l
34 1 -- ------ 11 / 142
/ — — — � / S30'S7,2�>'E 20 7 7.5' � cu /7.5'
7.07' Op 1 141
( A s N59'02'38"E
45 7.07' o 00' / `
59'02' 38"E
33 1 J I C 116 7.5 y l 1 7 5, 1 ;8.24' S30 57'22"E
I o ( 50 49 48 115 40;7
g E� 7.07,
I w H Q ( 47 / 0 13g
�
I I TRACT K 114
N I PRIVATE DRIVEWAY O 138
Ln
CD 32 I I 0 � ( I N30'57'22"W >013 7.5 / / / 13
cO I I o 1 46 7.07' — °p' 7
w N59'02'38 E /
m � 7.07'
0 B/ 7� 0� ; l 136
I
31 A 51 112 7.51 4-
/c.) /c. l 135
o I / /� / 134
z I I 110 / � l7. s'
I I 25.00 / / ' 133
TRACT C 30 ( I 52 53 54 55 56 109 �2s.00'
_ 8.24'
OPEN SPACE I I A i 00 / 59'02'38"E
25.00' 125.00' I 57 / 78 ' 7.07'
J l 7.5 132 24, S30'57'22"E
-----/ \ 0& D 7.06'
----- --- -- / l 131
gyp)
VANTAGE BAY LOOP o _ 7p / / 130
(PUBLIC R/W) 6'
TRACT D CD
129
OPEN SPACE o
-- — — —------------ \ \
1 25.00' 25.00>
1 66
29 67
I I 1 6500,
64
72
28 1 I 68 63 \ �'
62 \ \ \
�\
271 I I 1 69 70 �\ \ \ UTILITY TRAC AND
I I I RECREATION
25.00' 25.00' I 71 61
\
26
72
Ln
1 BASIN POINTE LOOP o 60
25 I (PRIVATE R/W) N \ 73
II I
25.00' 25.00' 59
24 I 86 \ \ \ \ \
I I Q �.—� \ \ \ \ 74
< I 1
23 I \ 1 58 I I !
87 I 1
I I D t 75 /
22 I I I I I O
I I 88 25. oo� 2s. 00 , I 76 TRACT H /
UTILITY AND/ /
A DRAIN FIELD, /
21 ' I / \ 0 / /TRACT
I /UTILITY AND
30 / RECREATION
I I I I 89 / / — --/ .00, 30 /
20 II I / o A
90
i I 2s.00' 25 00 / l l
19 O --I L.— 0 I I/ 0 77
\ O I
I l l y e i
SEE SHEE T 72
KITTITAS COUNTY AUDITOR'S FILE NO.
w
NOF;ZTH
GRAPHIC SCALE
0 30' 60' 120'
1 INCH = 60 FT.
HORIZONTAL DATUM:
NAD83/2011, WASHINGTON STATE PLANE,
SOUTH ZONE.
ALL DISTANCES SHOWN HEREON ARE IN U.S.
SURVEY FEET.
AN AVERAGE COMBINED SCALE FACTOR OF
1.00009247 WAS USED TO CONVERT GPS GRID
COORDINATES TO GROUND.
BASIS OF BEARINGS:
N06'52'47"W (4794.77') BETWEEN FOUND
MONUMENTS "M76W" AND "GP19090-12" AS
SHOWN HEREON.
D. R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
www.drstrong.com
PROJECT NO. 19074 SHEET 11 OF 12
EASEMENT KEY
O10'
JOINT UTILITY EASEMENT, UNLESS
OTHERWISE NOTED; SEE UTILITY
EASEMENT PROVISION, SHEET 3
ORECIPROCAL
PRIVATE PEDESTRIAN
ACCESS EASEMENT; SEE EASEMENT
NOTE 1, SHEET 3
ORECIPROCAL
PRIVATE PEDESTRIAN
ACCESS EASEMENT; SEE EASEMENT
NOTE 2, SHEET 3
ORECIPROCAL
PRIVATE PEDESTRIAN
ACCESS EASEMENT; SEE EASEMENT
0)
NOTE 3, SHEET 3
ORECIPROCAL
PRIVATE PEDESTRIAN
ACCESS EASEMENT; SEE EASEMENT
NOTE 4, SHEET 3
NOF;ZTH
GRAPHIC SCALE
0 30' 60' 120'
1 INCH = 60 FT.
HORIZONTAL DATUM:
NAD83/2011, WASHINGTON STATE PLANE,
SOUTH ZONE.
ALL DISTANCES SHOWN HEREON ARE IN U.S.
SURVEY FEET.
AN AVERAGE COMBINED SCALE FACTOR OF
1.00009247 WAS USED TO CONVERT GPS GRID
COORDINATES TO GROUND.
BASIS OF BEARINGS:
N06'52'47"W (4794.77') BETWEEN FOUND
MONUMENTS "M76W" AND "GP19090-12" AS
SHOWN HEREON.
D. R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
www.drstrong.com
PROJECT NO. 19074 SHEET 11 OF 12
ry
0
N
11
O
Lo
Q0
N
TRACT E
OPEN -SPACE
VANTAGE BAY PUD �
A PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER, AND A PORTION OF THE
SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 17 NORTH,
RANGE 23 EAST, W.M., KITTITAS COUNTY, WASHINGTON
SEE SHEE T
i
89 J�
I I
o0
20I / o A/
I I N1
90
j
OII IIIQ I I II I IO 25'0025.00I .
19 77 O
I I 4 O
> Q
91 m18 w
m
78 o¢w f-
' I I Q17 92 >
I�
I I / III
Il
j
1
m
1161 IIiIIIi�II I II II 1' IIII 1 IIII i I II I I II 2lI5LII>w.�L0I0;'A 93 NN
8/ /0
O 7
9
15 2.00' 2.00' 94 '2
14 8 / / 1/
ilI�j1III3
/3
I.1
13 95
25.00'
A
82
12 BASIN POINTE LOOPo
(PRR/W) Ln
83
10 96 97 85 84
9 8 98
C)
7 99
w 6 100
5 Ip 300p,
/ 00
°/o
/T
/
R/3
j0A
C0lT'
/
1O
I�I
30.00, UTILITY AND RECREATION
m 101 /5 5 0'3O
4 A
I I I 102
3 II I /
I
2 Oil I 103
/
25.00'125.00'
I I I
104
1 i I
NOTES:
CD
1. SEE SHEETS 5 THROUGH 10 FOR LOT,
C5 o / / i / TRACT AND RIGHT-OF-WAY DIMENSIONS.
/
i 2. SEE SHEET 7 FOR LINE AND CURVE
VANTAGE BAY LOOP o _ _ TABLES.
(PUBLIC ACT N
— FUTURE RDEVELOPMENT
TRACT M
1 FUTURE DEVELOPMENT
SEE ABOVE RIGHT KITTITAS COUNTY AUDITOR'S FILE NO.
LP F— 21— 00002
0
o
0
VANTAGE BAY LOOP o
(PUBLIC R/W) o _
0
to rl
r �I
I� rl
I� of
--77.00'F ol
:7D
z
��
I N89'58'43"E 133.45' (
TRACT M
FUTURE DEVELOPMENT
NORTH
WATER RESERVIOR EASMENT DETAIL
SCALE: 1" = 80'
EASEMENT KEY
O10' JOINT UTILITY EASEMENT, UNLESS
OTHERWISE NOTED; SEE UTILITY
EASEMENT PROVISION, SHEET 3
OWATER RESERVOIR EASEMENT; SEE
EASEMENT NOTE 5, SHEET 3
NoFRTH
GRAPHIC SCALE
0 30' 60' 120'
�1
1 INCH = 60 FT.
HORIZONTAL DATUM:
NAD83/2011, WASHINGTON STATE PLANE,
SOUTH ZONE.
ALL DISTANCES SHOWN HEREON ARE IN U.S.
SURVEY FEET.
AN AVERAGE COMBINED SCALE FACTOR OF
1.00009247 WAS USED TO CONVERT GPS GRID
COORDINATES TO GROUND.
BASIS OF BEARINGS:
N06'52'47"W (4794.77') BETWEEN FOUND
MONUMENTS "M76W" AND "GP19090-12" AS
SHOWN HEREON.
D. R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
www.drstrong.com
PROJECT NO. 19074 SHEET 12 OF 12