006-25 - Resolution - Final Plat Ridge at Stetson HeightsDocusign Envelope ID: 9FB8982A-2C99-4DEB-B6E2-F1ADB2FB6DEF
RESOLUTION NO.006-25
A RESOLUTION OF THE CITY OF PORT ORCHARD, WASHINGTON, GRANTING FINAL PLAT
APPROVAL OF A 108-LOT, 6-TRACT PLAT KNOWN AS THE RIDGE AT STETSON HEIGHTS
WHEREAS, on September 1, 2016, the City's Hearing Examiner approved the Preliminary
Plat known as Stetson Heights; and
WHEREAS, on June 24, 2016, the City issued a SEPA Mitigated Determination of Non -
Significance for the Stetson Heights Plat; and
WHEREAS, on June 13, 2018, the City approved a minor plat amendment for the Stetson
Heights plat that shifted the approved lots into four primary development phases and created a
future development tract as a fifth future phase; and
WHEREAS, on January 29, 2021, application was made for the preliminary plat of the
future development tract known as The Ridge at Stetson Heights; and
WHEREAS, on February 9, 2021, the City approved the final plat of Phase 1 of the
original Stetson Heights subdivision; and
WHEREAS, on May 24, 2022, the City approved the final plat of Phases 2 and 4 of the
original Stetson Heights subdivision; and
WHEREAS, on October 7, 2022, a SEPA Mitigated Determination of Non -Significance was
issued for The Ridge at Stetson Heights preliminary plat; and
WHEREAS, on December 6, 2022, the City of Port Orchard Hearing Examiner issued a
decision of approval for The Ridge at Stetson Heights preliminary plat; and
WHEREAS, on December 13, 2022, the City approved the final plat of Phase 3 of the
original Stetson Heights subdivision; and
WHEREAS, on September 12, 2024, application for final plat of The Ridge at Stetson
Heights (Phase 5) subdivision was made; and
WHEREAS, City staff have reviewed the proposed final plat for compliance with the Port
Orchard Municipal Code, and recommends approval subject to adequate bonding/securities in
place to ensure the completion of remaining work in the event the Applicant should fail to
comply with the terms of the preliminary plat approval; and
WHEREAS, the Director of Public Works has determined that the proposed means of
sewage disposal and water supply are adequate as constructed or bonded and recommends
approval of the final plat; and
WHEREAS, the City Engineer recommends approval of the final plat; and
Docusign Envelope ID: 9FB8982A-2C99-4DEB-B6E2-F1ADB2FB6DEF
Resolution No. 006-25
Page 2 of 2
WHEREAS, the City Community Development Director recommends approval of the final
plat; and
WHEREAS, the Applicant has secured bonds guaranteeing completion of certain
improvements required by the Preliminary Plat Approval; and
WHEREAS, the City Council finds that The Ridge at Stetson Heights final plat conforms to
all terms and conditions of the preliminary plat approval and that said subdivision meets the
requirements of Chapter 58.17 RCW and other applicable state laws and local ordinances; and
WHEREAS, the City Council finds that The Ridge at Stetson Heights subdivision conforms
to the applicable zoning requirements and Port Orchard's Comprehensive Plan; now, therefore;
THE CITY COUNCIL OF THE CITY OF PORT ORCHARD, WASHINGTON, HEREBY RESOLVES
AS FOLLOWS:
THAT: It is the intent of the Port Orchard City Council that the recitals set forth above
are hereby adopted and incorporated as findings in support of this Resolution.
THAT: The Port Orchard City Council approves the final plat for The Ridge at Stetson
Heights, as illustrated and as legally described in Exhibit A, attached hereto.
THAT: The City Council approves of the proposed bond cost estimates and agreements
in a form to be approved by the City Attorney.
THAT: The Ridge at Stetson Heights subdivision shall be governed by the terms of
approval of the final plat, and the statutes, ordinances, and regulations in effect at the
time of approval for a period of five years after final plat approval, unless the City
Council finds that a change in conditions has created a serious threat to the public
health or safety in the subdivision.
THAT: The Resolution shall take full force and effect upon passage and signatures
hereon.
PASSED by the City Council of the City of Port Orchard, SIGNED by the Mayor and
attested by the Clerk in authentication of such passage this 11t" day of February 2025.
Signed by:
�b PlM"aA-A SWA,
Robert Putaansuu, Mayor
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Jn�d by: o�P 0 R,q'
Brandy Wallace, MMC, City Clerk = SEAL'tp
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Docusign Envelope ID: 9FB8982A-2C99-4DEB-B6E2-F1ADB2FB6DEF
DEDICATION
THE RIDGE AT STETSON HEIGHTS, A PLAT COMMUNITY
A PORTION OF THE NORTH 1/2 OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 1 EAST OF
THE WILLAMETTE MERIDIAN, CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
COUNTY TREASURER APPROVAL CITY FINANCE DIRECTOR APPROVAL
KNOW ALL MEN BY THESE PRESENT THAT THE UNDERSIGNED:
HEREBY DECLARE THIS LAND PLATTED AND DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS, ROADS, PEDESTRIAN RIGHTS -OF -WAY, AND
EASEMENTS SHOWN ON THE PLAT AND USE THEREOF FOR ANY AND ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC
HIGHWAY PURPOSES; ALSO THE RIGHT TO MAKE ALL NECESSARY CUTS AND FILLS FOR SLOPES UPON THE LOTS SHOWN ON THIS PLAT IN THE REASONABLE
ORIGINAL GRADING OF ALL THE STREETS AND ROADS SHOWN HEREON; ALSO THE RIGHT TO DRAIN ALL STREETS, ROADS, AND EASEMENTS OVER AND
ACROSS ANY LOT OR LOTS WHERE WATER MIGHT TAKE A NATURAL DRAINAGE COURSE AFTER THE STREET OR STREETS ARE GRADED. DIMENSIONS AND USE
OF ALL LOTS EMBRACES IN THIS PLAT ARE SUBJECT TO AND SHALL BE IN CONFORMITY WITH THE CITY OF PORT ORCHARD ZONING REGULATIONS. THE
OWNERS HEREOF, AND THEIR SUCCESSORS AND ASSIGNS, HEREBY WAIVE ALL CLAIMS FOR ANY DAMAGES AGAINST GOVERNMENTAL AUTHORITY ARISING
FROM CONSTRUCTION, DRAINAGE, AND MAINTENANCE OF PUBLIC FACILITIES AND PUBLIC PROPERTY WITHIN THIS PLAT.
ALL STORM SEWER, SANITARY SEWER, WATER AND APPURTENANCES LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY DEDICATED TO THE CITY OF PORT
ORCHARD ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF PORT ORCHARD.
THIS SUBDIVISION, DEDICATION, RELEASE, INDEMNIFICATION OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN
ACCORDANCE WITH THE DESIRES OF SAID OWNERS.
FURTHERMORE, WE UNDERSIGNED OWNERS OF THE INTERESTS IN THE REAL ESTATE DESCRIBED HEREIN HEREBY DECLARE THIS MAP AND DEDICATES THE
SAME FOR A COMMON INTEREST COMMUNITY NAMED THE RIDGE AT STETSON HEIGHTS, 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 OF
COVENANTS, CONDITIONS, EASEMENTS AND RESTRICTIONS FOR STETSON HEIGHTS, RECORDED UNDER KITSAP COUNTY RECORDING NO. 202102120313
AND THE FIRST, SECOND, AND THIRD AMENDMENT TO DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS AND RESTRICTIONS FOR THE STETSON
HEIGHTS, RECORDED UNDER KITSAP COUNTY RECORDING NO. 202205020338 (FIRST), 202205260180 (SECOND), 202212200058 (THIRD), AND THE RIDGE AT
STETSON HEIGHTS (Feb Rfl!)RESPECTIVELY,
vim
TRACT C-1 THROUGH C-6 ARE A RECREATIONAL OPEN SPACE, TO BE DEDICATED TO THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION. THE STETSON
HEIGHTS HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE O�FSAID TRACTS.
IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS AND SEALS THIS DAY OF202C
SHOR, LLC, A WA ON LIMITED LIABILITY COMPANY
'TCI IL IVANOV, ITS MANAGING MEMBER
SSHI, LLC, A DELAWARE LIMITED LIABILITY COMPANY DBA Q.R. HORTON
BY:,5jLR OF WASHINGTON, INC., A WASHINGTON CORPORATION, ITS MANAGER
BY: ASHLEY JOHNSYORYTRUST
LE DIVISION V.P. & CITY MANAGER
FREEDOM�Err,
A MARYLAND
BY: FREEDOM FINANCIAL DEBT FUND I, L.P.,
A CALIFORNIA LIMITED PARTNERSHIP, ITS SOLE TRUSTEE
BY: FREEDOM FINANCIAL FUNDS, LLC,
A CAVLIMITED LIABILI COMPANY, ITS GENERAL PARTNER
BY:
YAN TUEN LAMEN
INCIPAL & CHIEF FINANCIAL OFFICER
OWNER ANDER ACKNOWLEDGEMENTS
STATE OF OREGON )
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COUNTY OF 4I!k4 *SP
ON THI5 DAY OF C/ 20 ol4 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN
AND FOR THE STATE OF OREGON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED KIRIL IVANOV, TO ME KNOWN TO BE
THE MANAGING MEMBER OF SHOR, LLC., A WASHINGTON LIMITED LIABILITY COMPANY, THE COMPANY THAT EXECUTED THE
FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT OF AND DEED OF
SAID COMPANY, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT (HE/SHE/THEY) (IS/ARE)
AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. OFFICIAL STAMP
CAFiRIE DALE
GIV UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF j 20 j2*1 NpFgI�Y PUBLIC — OR
• ,„ COMMISSIpN NO. 1038249
MY COMMISSION EXPIRES JULY 2, 2027
NOTARY PUBLIC IN AND FOR THE STATE OF OREGON
PRINTED NAME: (�Atf ie, e, MY COMMISSION EXPIRES:
STATE OF WASHINGTON )
COUNTY OF �j N 6 )SS
ON THIS 23 f DAY OF )De-t -e V- 221 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND
FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED ASHLEY JOHNSON, TO ME KNOWN TO
BE THE SEATTLE DIVISION V.P. & CITY MANAGER OF SHLR OF WASHINGTON, INC. A WASHINGTON CORPORATION, ITS MANAGER OF
SSHI, LLC, A DELAWARE LIMITED LIABILITY COMPANY DBA D.R. HORTON, THE COMPANY THAT EXECUTED THE WITHIN AND
FOREGOING INSTRUMENT AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT OF AND DEED OF SAID
CORPORATION, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT (HE/SHE/THEY) (IS/ARE)
AUTHORIZED TO EXECUTE THE SAID INSTRUMENT.
GIV UND MY HAND AND SEAL QF OFFICE THI DAY OF 20 2 I �%�(.y v��
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NOTARY PUBLUC IN AND FOR E STATE OF WASHINGTON �� NOTARY � B
PRINTED NAME: � (V v i)Ifj �f VlMY COMMISSION EXPIRES: I D .of • 202 � � n puBL1CI
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A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE A.-
IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE doO
IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
STATE OF CALIFORNIA )
COUNTY OF
ON BEFORE ME,, �111�_{{ !'1pCj�:, NOTARY PUBLIC, PERSONALLY APPEARED YAN TUEN LAM, WHO
PROVED OM ON THE BASIS OF SATISFAtORY EVI DOCCTO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE
WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED
CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF
WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF M1SE,, a4 ?s JAYMEf WHITLOCK f
CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. we. 7 Notary Public - California y
Ventura County
WITNESS MY HAND AND OFFICIAL SEAL. r *° Commission s 2459737
`q FoaN`. shy Comm. Expires Sep 15, 2027
SIGNATURE]-1 (SEAL)
THIS IS TO CERTIFY THAT ALL TAXES HERETOFORE LEVIED AND WHICH HAS BECOME A LIEN UPON THE LANDS
HEREIN DESCRIBED, HAVE BEEN FULLY PAID AND DISCHARGED, ACCORDING TO THE RECORDS OF MY OFFICE, UP
TO AND INCLUDING THE YEAR
EXECUTED THIS DAY OF
COUNTY TREASURER
CITY COUNCIL APPROVAL
APPROVED BY THE CITY COUNCIL OF THE CITY OF PORT ORCHARD.
ATTEST:
CITY CLERK DATE
MAYOR DATE
CITY ENGINEER APPROVAL
I HEREBY CERTIFY THAT THIS FINAL PLAT IS CONSISTENT WITH ALL APPLICABLE CITY IMPROVEMENT STANDARDS
AND REQUIREMENTS IN FORCE ON THE DATE OF PRELIMINARY PLAT APPROVAL. I HAVE APPROVED THIS FINAL
PLAT AS TO THE STREETS, ALLEYS, AND OTHER RIGHT-OF-WAY, DESIGN OF BRIDGES, SEWAGE, AND WATER
SYSTEMS, AND OTHER STRUCTURES.
EXAMINED AND APPROVED THIS DAY OF
CITY ENGINEER
GINEER APPROVAL
20
I HEREBY CERTIFY TPrA-T-S FINAL PLAT IS CONSISTENT WITH ALL APPLICABL�ROVAENDDTHiS
STANDARDS
AND REQUIREMENTS IN FORCE -Tkl DATE OF PRELIMINARY PLAT APPROVAL FINAL
PLAT AS TO THE STREETS, ALLEYS, AND O 'IR RIG_HT-OF-WAY, DESIG ATER
SYSTEMS, AND OTHER STRUCTURES. 4_
EXAMINED AND APPROVED THIS
SURVEYOR'S CERTIFICATE
20=
I, THOMAS E. BATTEY, REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT
THIS PLAT OF THE RIDGE AT STETSON HEIGHTS, A PLAT COMMUNITY, IS BASED UPON AN ACTUAL SURVEY
OF THE LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION IN MAY, 2020, THAT
THE DISTANCES, COURSES, AND ANGLES ARE SHOWN THEREON CORRECTLY, AND THAT MONUMENTS AND
LOT CORNERS OTHER THAN THOSE APPROVED FOR SETTING AT A LATER DATE, HAVING BEEN SET AS
DEPICTED ON THE PLAT.
FURTHERMORE, 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 SHOR,
LLC, A WASHINGTON LIMITED LIABILITY COMPANY, HEREBY CERTIFY THAT THIS MAP FOR THE RIDGE AT
STETSON HEIGHTS, A PLAT COMMUNITY, 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.
THOMAS E. BATTEY DATE
PROFESSIONAL LAND SURVEYOR
CERTIFICATE NUMBER 30425
SURVEYOR'S ACKNOWLEDGEMENT
STATE OF WASHINGTON }
)SS
COUNTY OF PIERCE }
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT THOMAS E. BATTEY IS THE
PERSON WHO APPEARED BEFORE ME, ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT,
AND ACKNOWLEDGED IT TO BE HIS FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES
MENTIONED IN THIS INSTRUMENT.
GIVEN NDER MY HAND AND SEAL OF OFFICE THIS _t& OF
20
Stag of Wupub"INks"111111111
NOTARY PU L IN AND FOR THE STATE OF WASHINGTON DEBOEM L NOOM
PRINTED NAME: TvAlacre 9nWe- MY CQII+US S ON' 77663 e7PMW
1 .1 ► n �� APltII. 19, WV
MY COMMISSION EXPIRES:
RECEIVED
PERMIT CENTER
Feb 06, 2025
CITY OF PORT ORCHARD
COMMUNITY DEVELOPMENT
I HEREBY CERTIFY THAT ALL TAXES AND DELINQUENT ASSESSMENTS FOR WHICH THAT PROPERTY MAY BE LIABLE
AS OF THE DATE OF CERTIFICATION HAVE BEEN FULLY PAID, SATISFIED, OR DISCHARGED..
EXECUTED THIS DAY OF
FINANCE DIRECTOR
COUNTY AUDITOR
FILED AT THE REQUEST OF
2D AND RECORDED IN VOLUME
COUNTY, WASHINGTON.
COUNTY AUDITOR
2a
DATE
THIS DAY OF
OF PLATS, PAGES RECORDS OF KITSAP
COMMUNITY DEVELOPMENT DIRECTOR
I HEREBY CERTIFY THAT THIS FINAL/SHORT PLAT IS CONSISTENT WITH ALL APPLICABLE TOWN/CITY
IMPROVEMENT STANDARDS AND REQUIREMENTS IN FORCE ON THE DATE OF PRELIMINARY/SHORT PLAT APPROVAL.
I HAVE APPROVED THIS FINAL/SHORT PLAT AS TO THE LAYOUT OF STREETS, ALLEYS AND ITHER RIGHTS -OF -WAY,
DESIGN OF BRIDGES, SEWAGE AND WATER SYSTEMS AND OTHER STRUCTURES.
EXAMINED AND APPROVED THIS DAY OF 20
COMMUNITY DEVELOPMENT DIRECTOR
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LARSON
AND ASSOCIATES
LAND SURVEYORS
ENGINEERS
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ACIFIC AVENUE, SUITE 4
9416 RIDGE FP WASHINGTON 98444-624712/06/20244-3404 / FAX (253)472-7358 1���
6
LU24-Plat Final-02
Docusign Envelope ID: 9FB8982A-2C99-4DEB-B6E2-F1ADB2FB6DEF
THE RIDGE AT STETSON HEIGHTS, A PLAT COMMUNITY
A PORTION OF THE NORTH 1/2 OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 1 EAST OF
THE WILLAMETTE MERIDIAN, CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
NOTES
1. ALL LOTS SHALL ACCESS FROM INTERIOR ROADS ONLY.
2. THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL ROADWAY
IMPROVEMENTS WITHIN ANY PRIVATE RIGHT-OF-WAY WITH THIS PLAT, INCLUDING TRAFFIC SIGNAGE.
3. THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL STORM
DRAINAGE FACILITIES & LANDSCAPING INSTALLED WITHIN THE BOUNDARIES OF THIS SUBDIVISION.
4. REFERENCE TO LOT SHALL REFER TO UNIT AS THAT TERM IS DEFINED IN THE WASHINGTON UNIFORM COMMON INTEREST
OWNERSHIP ACT.
5. THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FORTHE REPAIR, REPLACEMENT AND
MAINTENANCE OF ALL FENCING AND SIGNAGE WITHIN STORM DRAINAGE TRACTS.
6. THE CITY OF PORT ORCHARD SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL PEDESTRIAN ROW AND THE PUBLIC
TRAILS AND LANDSCAPING LOCATED THEREIN.
GENERAL UTILITY EASEMENT NOTES
7. CITY OF PORT ORCHARD WILL NOT BE RESPONSIBLE FOR ANY DAMAGE TO ANY PRIVATE ROADS, TRACTS, AND/OR EASEMENT
AREAS THAT MAY OCCUR DURING ROUTINE MAINTENANCE ACTIVITIES AND THAT IN CITY OF PORT ORCHARD'S JUDGMENT
OCCUR, IN WHOLE OR IN PART, BECAUSE OF ANY CONSTRUCTION MATERIALS OR TECHNIQUES, OR ANY MAINTENANCE
MATERIALS OR TECHNIQUES. THIS INCLUDES, BUT IS NOT LIMITED TO, DAMAGE TO PAVEMENT OR VEGETATED AREAS
CAUSED BY MAINTENANCE TRUCKS.
8, DECLARANT HEREBY RESERVES, GRANTS, AND CONVEYS TO UTILTFY PROVIDERS, INCLUDING BUT NOT LIMITED TO PUGET
SOUND ENERGY, CENTURYLINK, COMCAST, CASCADE NATURAL GAS, THE CITY OF PORT ORCHARD, WAVE BROADBAND CABLE,
WASTE MANAGEMENT AND SOUTH KITSAP FIRE AND RESCUE, THEIR SUCCESSORS AND ASSIGNS, AND ANY OTHER
PURVEYORS OF ELECTRICITY, TELEPHONE, INTERNET, WATER, SEWER, GARBAGE, AND CABLE SERVICES AND THEIR
RESPECTIVE SUCCESSORS AND ASSIGNS, PERPETUAL EASEMENTS UNDER AND UPON THE LOTS OF THE PROPERTY AS SHOWN
AND/OR DESCRIBED ON THE FACE OF THE PLAT MAP, WHICH SHALL BE THE TEN FEET (10') OF ALL LOTS AND TRACTS WITHIN
THE PLAT LYING PARALLEL WITH AND ADJOINING ALL ROADWAYS IN WHICH TO INSTALL, CONSTRUCT, OPERATE, MAINTAIN,
REPAIR, REPLACE, AND ENLARGE UNDERGROUND PIPES, CONDUITS, CABLES AND WIRES WITH ALL NECESSARY OR
CONVENIENT UNDERGROUND OR GROUND -MOUNTED APPURTENANCES THERETO FOR THE PURPOSE OF SERVING THE PLAT
AND OTHER PROPERTY WITH ELECTRIC, GAS, TELEVISION, INTERNET, WATER AND OTHER UTILITY SERVICES, TOGETHER
WITH THE RIGHT TO ENTER UPON THE ROADWAYS AND LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED.
9. NO PERMANENT STRUCTURES SHALL BE INSTALLED WITHIN UTILITY EASEMENTS.
PRIVATE STORM DRAINAGE EASEMENT NOTES
10. ALL LOTS AND TRACTS WITHIN THIS PLAT ARE HEREBY SUBJECT TO A PRIVATE STORM DRAINAGE EASEMENT WHICH SHALL
BE LOCATED WITHIN THE TEN (10) TO THIRTEEN (13) FEET OF ALL LOTS AND TRACTS WITHIN THE PLAT LYING PARALLEL
WITH AND ALL ADJOINING ROADWAYS. SAID PRIVATE STORM DRAINAGE EASEMENT IS FOR THE PURPOSES OF INSTALLING
AND MAINTAINING PRIVATE STORM DRAINAGE FACILITIES WITHIN SAID EASEMENT. THE STETSON HEIGHTS HOMEOWNERS
ASSOCIATION (HOA) SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THE PRIVATE
DRAINAGE FACILITIES LOCATED WITHIN SAID EASEMENT.
11. ALL LOTS (1-108) ARE SUBJECT TO A PRIVATE STORM DRAINAGE EASEMENT IS FOR THE PURPOSES OF INSTALLING AND
MAINTAINING PRIVATE STORM DRAINAGE FACILITIES WITHIN SAID EASEMENT. THE STETSON HEIGHTS HOMEOWNERS
ASSOCIATION (HOA) SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THE PRIVATE
DRAINAGE FACILITIES LOCATED WITHIN SAID EASEMENT.
PRIVATE SANITARY SEWER EASEMENT NOTES
12. PRIVATE SANITARY SEWER EASEMENTS ARE LOCATED OVER AND UPON LOTS 16, 18, 20 & 72 AS SHOWN ON SHEETS 4 & 5
LABELED AS "E1". SAID PRIVATE SANITARY SEWER EASEMENT IS FOR THE PURPOSES OF INSTALLING AND MAINTAINING
PRIVATE SANITARY SEWER FACILITIES WITHIN SAID EASEMENT. THE BENEFITING LOT SHALL BE RESPONSIBLE FORTHE
MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THE PRIVATE SANITARY SEWER FACILITIES WITHIN SAID EASEMENT.
TRACT NOTES
13. TRACTS C-1, C-2, C-3, C-4, C-5 & C-6 ARE RECREATIONAL OPEN SPACE TRACT. THE MAINTENANCE OF SAID TRACTS ARE THE
RESPONSIBILITY OF THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION (HOA).
LEGAL DESCRIPTION
(PER CHICAGO TITLE INSURANCE COMPANY ALTA COMMITMENT NO. 242159-NCS DATED JANUARY 28, 2025)
TRACT C, STETSON HEIGHTS PHASE I (FUTURE DEVELOPMENT), ACCORDING TO THE PLAT RECORDED IN VOLUME 35
OF PLATS, PAGES 147 THROUGH 156, INCLUSIVE, IN KITSAP COUNTY, WASHINGTON.)
TITLE EXCEPTIONS
(PER CHICAGO TITLE INSURANCE COMPANY ALTA COMMITMENT NO. 242159-NCS DATED JANUARY 28, 2025)
1. THIS ITEM INTENTIONALLY DELETED
2. THIS ITEM INTENTIONALLY DELETED
3. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS,
DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT
OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED
UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS,
DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN
APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS
PERMITTED BY APPLICABLE LAW, AS SET FORTH ON BOUNDARY LINE ADJUSTMENT:
RECORDING NO:201802150061
(DOES NOT AFFECT SUBJECT PROPERTY)
QEASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A
DOCUMENT:
GRANTED TO: PUGET SOUND ENERGY, INC.
PURPOSE: UTILITY SYSTEMS
RECORDING DATE: MAY 31, 2018
RECORDING NO.: 201805310104
AFFECTS: AS DESCRIBED THEREIN
(AS SHOWN)
5. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS,
DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT
OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED
UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS,
DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN
APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS
PERMITTED BY APPLICABLE LAW, AS SET FORTH ON BOUNDARY LINE ADJUSTMENT:
RECORDING NO:201810020219
RECORD OF SURVEY FOR BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER
201810020216.
(AFFECTS ENTIRE SUBJECT PROPERTY)
6. NOT SURVEY RELATED
7. NOT SURVEY RELATED
S. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS,
PRINCIPLE BUILDING SETBACKS;
SIDE YARD:
5'
SIDE YARD ABUTTING PEDESTRIAN ROW:
5'
REAR YARD:
10'
FRONT YARD:
10'
SIDE STREET:
10'
NOTE: BUILDINGS PROPOSED AT THE TOP OF SLOPES GREATER
THAN 30% SHALL HAVE A REAR YARD SETBACK OF TWENTY-FIVE
(25) FEET FROM THE EDGE OF EXTERIOR FOOTINGS FOR BOTH
NATURAL AND ENGINEERED FILL SLOPES UNLESS OTHERWISE
APPROVED BY A GEO-TECHNICAL ENGINEER (PER CONDITION OF
APPROVAL B. LAND USE, 4.).
DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT
OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED
UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS,
DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN
APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS
PERMITTED BY APPLICABLE LAW, AS SET FORTH ON STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I,
VOLUME 35 OF PLATS, PAGES 147 THROUGH 156:
RECORDING NO:202102120310
(AFFECTS ENTIRE SUBJECT PROPERTY)
9. NOT SURVEY RELATED
SHEET INDEX
10. NOT SURVEY RELATED
SHEET 1
DEDICATION, SIGNATURES
SHEET 2
LEGAL DESCRIPTION, NOTES
li. TERMS AND CONDITIONS OF SANITARY SEWER EASEMENT:
SHEET 3
SECTION VIEW, SITE
SHEET 4
MAP
RECORDING DATE: FEBRUARY 12, 2021
SHEET 5
MAP
RECORDING NO.: 202102120314
SHEET 6
MAP
(EASEMENT IS NOT ON SUBJECT PROPERTY)
SHEET 7
LINE & CURVE TABLES
SHEET 8
LOT ADDRESS TABLE
12. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS,
DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT
OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED
UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS,
DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN
APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS
PERMITTED BY APPLICABLE LAW, AS SET FORTH ON SURVEY:
RECORDING NO:202103100191
(DOES NOT AFFECT SUBJECT PROPERTY)
13. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS,
ENCROACHMENTS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF
ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE
BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS,
DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN
APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS
PERMITTED BY APPLICABLE LAW, AS SET FORTH ON STETSON HEIGHTS, A PLAT COMMUNITY, PHASE III,
VOLUME 36 OF PLATS, PAGES 83 THROUGH 91:
RECORDING NO: 202212200057
(SHOWN AS PHASE 111)
14-18 NOT SURVEY RELATED
HORIZONTAL DATUM
NAD 83/11 WASHINGTON NORTH ZONE
ESTABLISHED USING GPS RTK ROVER CONSTRAINED TO THE
WASHINGTON STATE REFERENCE NETWORK (WSRN) STATIONS
SHEET 2 OF 8
LARSON
AND ASSOCIATES
I,] LAND SURVEYORS
ENGINEERS
PLANNERS
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027 PACIFIC AVENUE, SUITE 4
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10 —
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NS 07' 211 W 2596.25'
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VISITED 2/26/2020
■ ■ ■ ■ ■
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THE RIDGE AT STETSON HEIGHTS, A PLAT COMMUNITY
A PORTION OF THE NORTH 1/2 OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 1 EAST OF
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THE RIDGE AT STETSON HEIGHTS, A PLAT COMMUNITY
A PORTION OF THE NORTH 1/2 OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 1 EAST OF
THE WILLAMETTE MERIDIAN, CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
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UNFLATTED
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- _ - - - i 12/06/2024 (253)474-3404 / FAX (253)472 7358
' --- ��
Docusign Envelope ID: 9FB8982A-2C99-4DEB-B6E2-F1ADB2FB6DEF
FOUND CORNER
DESCRIPTIONS
O 5/8" REBAR & CAP
'KEGEL LS 14065
VISITED 2/28/2020
0.95' NORTH OF
CALC CORNER
O 5/8" REBAR & CAP
'KEGEL LS 14065
VISITED 2/28/2020
0.9' NORTH OF LINE
5/8" REBAR & CAP
O
'KEGEL LS 14065
VISITED 2/28/2020
1.17' NORTH OF
CALC CORNER
5/8" REBAR & CAP
O
'KEGEL LS 14065
VISITED 2/28/2020
2.78' NORTH OF
CALC CORNER
5/8" REBAR & CAP
O
F.A. KEGEL LS 14065'
VISITED 6/24/2020
2.9' NORTH OF CALC
CORNER
5/8" REBAR & CAP
O
F.A. KEGEL LS 14065'
VISITED 6/25/2020
5.11' NORTH OF CALC
CORNER
5/8" REBAR & CAP
O
'THORTON LS 10238'
VISITED 6/25/2020
1.22' NORTH OF LINE
O1/2" IRON PIPE W/ FLAG
H & 2x2 STAKE MARKED
PROPERTY CORNER
VISITED 6/25/2020
1.17' NORTH OF LINE
O 5/8" REBAR & CAP
F.A. KEGEL LS 14065'
VISITED 2/28/2020
1.03' NORTH OF CALC
CORNER
3/4" IRON PIPE
O VISITED 6/29/2020
O 3/4" IRON PIPE
UP 0.5'
VISITED 6/30/2020
THE RIDGE AT STETSON HEIGHTS, A PLAT COMMUNITY
A PORTION OF THE NORTH 1/2 OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 1 EAST OF
THE WILLAMETTE MERIDIAN, CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
161,13'
N40'56'12"W
L2
126.41'
S24'37'39"E
L3
130.63'
N14'25'14"E
L4
5.00'
S26'39'30"W
L5
16,89'
S63'20'30"E
L6
16.89'
N63'20'30"W
L7
5.00'
S26'39'30"W
L8
20.00'
S26'39'30"W
L9
35.05'
S26'39'30"W
L10
40.00'
S26'49'49"W
L11
40.00'
S28'55'40"W
L12
40.00'
S31'33'44"W
L13
40.00'
S34'11'49"W
L14
40.08'
S36'50'03"W
L15
39.92'
S38'12'06"W
L16
40.00'
S39'06'50"W
L17
40.00'
S43'37'23"W
L18
20,00'
S48'30'03"W
L19
20.00'
S48'30'03"W
L20
40.00'
S53'22'43"W
L21
53.34'
S58'45'56"W
L22
50.00'
S66'11'31"W
L23
55.35'
S71 '20' 57" W
L24
40.00'
S77'36'48"W
L25
5.65'
S82'29'27"W
L26
34.35'
S82'29'27"W
L27
37.00'
S87'22'06"W
L28
40.07'
N87'46'27"W
L29
59.94'
N81'56'49"W
L30
50.00'
N75'34'46"W
L31
45,23'
N70'03'50"W
L32
40.00'
N65'07'55"W
L33
16.19'
N60'30'02"W
L34
20,70'
S8'18'30"W
L35
4.51'
N8'18'30"E
L36
50.01'
N9'35'30"E
L37
40.00'
N8'18'30"E
L38
50.03'
S18'28'36"E
L39
52.31'
S11'34'28"E
L40
52.31'
S4'31'05"E
L41
52,31'
S2'32'17"W
L42
52.31'
S9'35'40"W
L43
55.32'
S16'42'05'W
L44
49.32'
S24'04'46"W
L45
50.28'
S30'34'04"W
L46
40.00'
S32'58'56"W
L47
40.00'
S32'58'56"W
1-48
40.01'
S28'11'04"W
L49
39.99'
S23'50'44"W
1-50
40,00'
N29'27'50"E
LINE TABLE
LINE #
LENGTH
DIRECTION
L51
40,00'
N25'30'40"E
L52
39.99'
N14'19'57"E
L53
40.00'
NS'25'12"E
L54
40.01'
S22'16'59"W
L55
15.44'
S23'40'49"W
L56
18.01'
S33'07'39"W
L57
16.25'
S33'07'39"W
L58
26.89'
S32'33'43"E
L59
33,77'
S2'12'08"E
L60
33.73'
S8'51'50"W
L61
33,73'
S19'55'25"W
L62
39.62'
S30'51'37"W
L63
40,00'
S33'07'39"W
L64
44.19'
S32'25'00"W
L65
51,30'
S28'18'43"W
L66
41.00'
S24'29'24"W
L67
40.00'
S23'40'49"W
L68
40.05'
N26'39'30"E
L69
6.60'
S33'07'39"W
L70
21.41'
S14'25'14"W
L71
21.41'
S14'25'14"W
L72
3.00'
S87'22'06"W
L73
39.60'
N10'10'57"E
L74
40.00'
S23'40'49"W
L75
47.50'
S23'40'49"W
L76
47.59'
S23'40'49"W
L77
16,43'
N66'19'11"W
L78
40.00'
S32'58'56"W
L79
39.99'
N24'36'02"E
L80
39.99'
N21'49'20"E
L81
40.00'
N19'02'38"E
L82
40.00'
N16*15'56"E
L83
50.00'
S74'16'26"E
L84
1.56'
S81'35'47"E
L85
44.10'
N21'39'48"E
L86
44.10'
N 19"15'12"E
L87
44,12'
N16'54'07"E
L88
47.19'
S24'35'48"W
L89
45.98'
S19'48'06"W
L90
44.10'
N14'33'03"E
L91
44.10'
N12'12'01"E
L92
44.10'
N9'50'59"E
L93
44.10'
N7'29'57"E
L94
44.10'
N5'08'55"E
L95
44.10'
N2'47'53"E
L96
44.10'
NO'26'51"E
L97
49.47'
S21'48'32'W
L98
43.38'
S23'48'08"W
L99
44,41'
S20'54'03"W
L100
39.20'
S23'40'49"W
LINE TABLE
LINE #
LENGTH
DIRECTION
L101
39.20'
N23'40'49"E
L102
38.34'
S19'26'44"W
L103
38.39'
S23'39'27"W
L104
16.58'
S18'32'14"W
L105
24.64'
S23'57'47"W
L106
50.68'
S23'57'47"W
L107
58,75'
S17'23'21"W
L108
11.42'
S17'23'21 "W
L109
2.50'
S23'57'47"W
L110
1.00'
S66'02'13"E
L111
12.75'
S2'24'28"W
L112
12.75'
S2'24'28"W
L113
12,55'
S23'57'47"W
L114
1.56'
S81'35'47"E
L115
20.33'
N18'32'14"E
L116
12.75'
S2'24'28"W
L117
50,03'
S10*1O'13"E
L118
20.04'
N66'02'13"W
L119
20,04'
N66'02'13"W
L120
66.08'
N 34'32'49"W
L121
66,20'
N34'32'49"W
L122
44.10'
N1'54'11"W
L123
44.10'
N4'15'13"W
L124
44.10'
N6'36'15"W
L125
44.10'
NS'57'17"W
L126
44.10'
N11*18'19"W
L127
40.00'
N2'12'41"W
L128
44.56'
N68'08'53"E
L129
40.00'
S23'57'47"W
L130
154.46'
N2'52'18"E
L131
99,38'
S87'16'17"E
L132
6.24'
N29'28'58"E
L133
40.27'
N29'28'26"E
L134
44.11'
N28'09'23"E
L135
48.78'
N26'06'51"E
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
C1
93.78'
350.00'
15'21'08"
C2
467.68'
950.00'
28'12'24"
C3
4.33'
300.00'
0'49'34"
C4
24.00'
225.00'
6'06'44"
C5
29.34'
275.00'
6'06'44"
C6
26.67'
250.00'
6'06'44"
C7
59.61'
305.00'
11'11'51"
C8
50.32'
305,00'
9*27'10"
C9
2.79'
305.00'
0'31'27"
C10
49.35'
325.00'
8'41'58"
C11
40.03'
325.00'
7'03'23"
C12
40.03'
325,00'
7'03'22"
C13
40.03'
325.00'
7'03'22"
C14
40.03'
325,00'
7'03'22"
C15
43.03'
325.00'
7'35`07"
C16
37.03'
325.00'
6'31'38"
C17
33,42'
325.00'
5'53'33"
C18
36.80'
275.00'
7'40'06"
C19
53,08'
275.00'
11'03'36"
C20
53.08'
275.00'
11'03'36"
C21
53.15'
275.00'
11'04'24"
C22
77.12'
275.00'
16'04'00"
C23
21.99'
525.00'
2'24'00"
C24
40.01'
525.00'
4'21'59"
C25
15.63'
475.00'
1'53'06"
C26
50.71'
475,00'
6'06'59"
C27
11.99'
475.00'
1'26'45"
C28
24.56'
525.00'
2'40'51"
C29
6.33'
5.00'
72'31'55"
C30
44.31'
35.00'
72'31'55"
C31
46,13'
35,00'
75'30'36"
C32
6.59'
5.00'
7530'36"
C33
4.00'
15.00'
15*16'36"
C34
13.80'
55.00'
14'22'43"
C35
40.01'
975.00'
2'21'05"
C36
41.44'
975,00'
2'26'06"
C37
56,39'
925.00'
3'29'35"
C38
44.84'
925.00'
2'46'38"
C39
6.27'
25.00'
14'22'43"
C40
12.00'
45.00'
15*16'36"
C41
44.86'
925.00'
2'46'43"
C42
44.85'
925.00'
2'46'42"
C43
44.87'
925.00'
2'46'45"
C44
40.02'
975.00'
2'21'06"
C45
40,00'
975.00'
2'21'03"
C46
40.00'
975.00'
2'21'03"
C47
11,72'
475.00'
1'24'50"
C48
30.92'
475.00'
3'43'45"
C49
3.21'
525.00'
0'21'00"
C50
36.91'
525.00'
4'01'40"
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
C51
7.01'
525.00'
0'45'54"
C52
9.95'
525.00'
1'05'09"
C53
39.77'
525.00'
4'20'24"
C54
28.00'
475.00'
3'22'38"
C55
16.99'
475.00'
2'02'56"
C56
51.38'
175.00'
16'49'18"
C57
25,29'
175.00'
8*16'43"
C58
78.54'
50.00'
90'00'00"
C59
31.38'
225.00'
7'59'23"
C60
45.96'
225.00'
11 *42'16"
C61
21.23'
225,00'
5'24'22"
C62
78.54'
50.00'
90'00'00"
C63
58.24'
50.00'
55'36'53"
C64
29.12'
30.00'
55'36'53"
C65
48,42'
115.00'
24'07'30"
C66
35.79'
85.00'
24'07'30"
C67
8.92'
160.00'
3'11'42'*
C68
51.27'
160.00'
18'21'37"
C69
27.85'
146.00'
10*55'48"
C70
18.00'
20.00'
51'33'10"
C71
33.53'
50.00'
38'25'40"
C72
35.69'
50.00'
40'53'49"
C73
21.49'
50.00'
24'37'13"
C74
25.80'
50.00'
29'34'04"
C75
31.37'
50.00'
35'56'54"
C76
36.40'
50.00'
41'42'49"
C77
29.48'
50.00'
33'47'06"
C78
14.44'
20.00'
41'22'32"
C79
2.69'
20.00'
7'41'38"
C80
35.04'
196.00'
10'14'39"
C81
21.05'
210.00'
5'44'36"
C82
39.76'
210.00'
10*50'51"
C83
18.20'
210.00'
4'57'52"
C84
82.44'
500,00'
9'26'51"
C85
44.88'
500.00'
5'08'35"
C86
47,35'
500.00'
5'25'34"
C87
69.60'
185,00'
21'33'19"
C88
37,54'
171.00'
12'34'41"
C89
20.14'
50.00'
23'04'26"
C90
29,23'
325,00'
5'09'09"
C91
93.78'
350.00'
15'21'08"
C92
2,62'
975.00'
0'09'13"
C93
0.09'
146.00'
0*02'13"
C94
4.71'
196.00'
1'22'35"
SHEET 7 OF 8
LARSON
AND ASSOCIATES
LAND SURVEYORS
ENGINEERS
13 PLANNERS
E
7 PACIFIC AVENUE. SUITE 4
9416 RIDG:EF PMA, WASHINGTON 98444-624712/06/2)474- 34041 FAX (253)472-7358 ���
Docusign Envelope ID: 9FB8982A-2C99-4DEB-B6E2-F1ADB2FB6DEF
THE RIDGE AT STETSON HEIGHTS, A PLAT COMMUNITY
A PORTION OF THE NORTH 1/2 OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 1 EAST OF
THE WILLAMETTE MERIDIAN, CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
LOT NO.
ADDRESS
PARCEL NUMBER
1
5704 Ivanoff Lane SW
2
5716 Ivanoff Lane SW
3
5724 Ivanoff Lane SW
4
5738 Ivanoff Lane SW
5
5746 Ivanoff Lane SW
6
5750 Ivanoff Lane SW
7
5760 Ivanoff Lane SW
8
5770 Ivanoff Lane SW
9
5802 Ivanoff Lane SW
10
5810 Ivanoff Lane SW
11
5820 Ivanoff Lane SW
12
5830 Ivanoff Lane SW
13
5840 Ivanoff Lane SW
14
5850 Ivanoff Lane SW
15
5860 Ivanoff Lane SW
16
5868 Ivanoff Lane SW
17
5888 Ivanoff Lane SW
18
5900 Ivanoff Lane SW
19
5910 Ivanoff Lane SW
20
5920 Ivanoff Lane SW
21
5930 Ivanoff Lane SW
22
5942 Ivanoff Lane SW
23
5950 Ivanoff Lane SW
24
5960 Ivanoff Lane SW
25
5970 Rebel Road SW
26
5994 Rebel Road SW
27
5998 Rebel Road SW
28
6020 Ivanoff Lane SW
29
6030 Ivanoff Lane SW
30
6042 Ivanoff Lane SW
31
6050 Ivanoff Lane SW
32
6060 Ivanoff Lane SW
33
6068 Ivanoff Lane SW
34
6070 Ivanoff Lane SW
35
6080 Ivanoff Lane SW
36
6090 Ivanoff Lane SW
37
6100 Ivanoff Lane SW
38
6110 Ivanoff Lane SW
39
6120 Ivanoff Lane SW
40
6121 Ivanoff Lane SW
41
6111 Ivanoff Lane SW
42
6091 Ivanoff Lane SW
43
6079 lvanoff Lane SW
44
6069 Ivanoff Lane SW
45
6059 Ivanoff Lane SW
46
6043 Ivanoff Lane SW
47
6031 Ivanoff Lane SW
48
6021 Ivanoff Lane SW
49
6011 Ivanoff Lane SW
50
6001 Ivanoff Lane SW
51
5971 Ivanoff Lane SW
52
5961 Ivanoff Lane SW
53
5951 Ivanoff Lane SW
54
5941 Ivanoff Lane SW
LOT NO.
ADDRESS
PARCEL NUMBER
55
5931 Ivanoff Lane SW
56
5921 Ivanoff Lane SW
57
5911 Ivanoff Lane SW
58
5901 Ivanoff Lane SW
59
5899 Ivanoff Lane SW
60
5881 Ivanoff Lane SW
61
5861 Ivanoff Lane SW
62
5851 Ivanoff Lane SW
63
5841 Ivanoff Lane SW
64
5831 Ivanoff Lane SW
65
5829 Ivanoff Lane SW
66
5821 Ivanoff Lane SW
67
5811 Ivanoff Lane SW
68
5801 Ivanoff Lane SW
69
5769 Ivanoff Lane SW
70
5759 Ivanoff Lane SW
71
5751 Ivanoff Lane SW
72
5743 Ivanoff Lane SW
73
5741 Ivanoff Lane SW
74
5731 Ivanoff Lane 5W
75
5723 Ivanoff Lane SW
76
5717 Ivanoff Lane SW
77
5709 Ivanoff Lane SW
78
5701 Ivanoff Lane SW
79
5702 Addison RD SW
80
5710 Addison RD SW
81
5718 Addison RD SW
82
5726 Addison RD SW
83
5734 Addison RD SW
84
5742 Addison RD SW
85
5750 Addison RD SW
86
5758 Addison RD SW
87
5766 Addison RD SW
88
5800 Addison RD SW
89
5808 Addison RD SW
90
5816 Addison RD SW
91
5824 Addison RD SW
92
5832 Addison RD SW
93
5840 Addison RD SW
94
5848 Addison RD SW
95
5856 Addison RD SW
96
5864 Addison RD SW
97
5908 Addison RD SW
98
5916 Addison RD SW
99
5924 Addison RD SW
100
5945 Addison RD SW
101
5917 Addison RD SW
102
5909 Addison RD SW
103
5901 Addison RD SW
104
5737 Addison RD SW
105
5729 Addison RD SW
106
5721 Addison RD SW
107
5713 Addison RD SW
108
5703 Addison RD SW
SHEET 8 OF 8
LARSON
AND ASSOCIATES
LAND SURVEYORS
ENGINEERS
PLANNERLl
ETACOMA,
ACIFIC AVENUE, SUITE 4
9416 RIDGE FP WASHINGTON 98444-6247
12/06/20244-34041 FAX (253)472-7358
Q