052-22 - Resolution - Final Plat Approval for Stetson Heights Phase 2DocuSign Envelope ID: A6653803-2187-407E-BBAE-A35258DDCE51
RESOLUTION NO.052-22
A RESOLUTION OF THE CITY OF PORT ORCHARD, WASHINGTON, GRANTING
FINAL PLAT APPROVAL FOR A 113-LOT, 3-TRACT PLAT KNOWN AS STETSON
HEIGHTS PHASE 2.
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; and
WHEREAS, on February 9, 2021, the City approved the final plat of Phase 1 of the
Stetson Heights subdivision; and
WHEREAS, on November 12, 2021, an application was submitted for the final plat of
Phase 2 of the Stetson Heights preliminary plat, to include 113 single-family residential lots, and
three tracts; and
WHEREAS, Phase 2 of the Stetson Heights Final Plat includes phases 2 and 4 as
described in the approved and amended preliminary plat; 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
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 Stetson Heights Phase 2 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
DocuSign Envelope ID: A6653803-2187-407E-BBAE-A35258DDCE51
Resolution No. 052-22
Page 2 of 12
WHEREAS, the City Council finds that Plat of Stetson Heights Phase 2 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 Stetson Heights Phase 2,
as illustrated and as legally described in Exhibit A, attached hereto; and
THAT: The Stetson Heights Phase 2 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 2411 day of May 2022.
FDocuSignetl by:
olac.y% Pu�alaan,S�
--F69E8 B5D0E74EF...
Robert utaansuu, Mayor
ATTEST:
iDocm
uSigned by:
(l AL4 j,
Brandy Wallace, MMC, City Clerk
STETSON HEIGHTS, A PLAT COMMUNITY, PHASE II
A PORTION OF THE NW 1/4, NE 1/4, & SE 1/4 OF THE SW 1/4 AND OF THE NW 1/4 & SW 1/4 OF THE SE 1/4, ALL IN SECTION 10, TOWNSHIP 23
NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN, CITY OF PORT ORCHARD, KITSAP COUNTY, WACt4TKI OKI
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, 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 HIS 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
WANE 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 SUBDMSION, 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 HE SAME
FOR A COMMON INTEREST COMMUNITY NAMED STETSON HEIGHTS, A PLAT COMMUNITY AS THAT TERM IS DEFINED IN HE 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-F 'AMENDMENT TO DECLARATION OF
COVENANTS, CONDITIONS, EASEMENTS AND RESTRICTIONS FOR STETSON HEIGHTS, RECORDED UNDER KITSAP COUNTY
�RECORDING NO, '
20220502033?. (>`IA9T) %�Z2O'J"ZfODI �'D (BECO�IIJ� R �P�CTIUEIY. ��F,ST aid
TRACTS B-1 & B-2 ARE PASSIVE RECREATION TRACTS, TRACT B-3 IS A STORMWATER TRACT AND TRACT B-4 IS AN ACTIVE RECREATION TRACT AND ARE
DEDICATED TO THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION. THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR THE
MAINTENANCE OF SAID TRACTS.
IN WITNESS WHEREOF, WE HAVE HEREUNTO SET -OUR HANDS AND SEALS THIS + DAY OF 202,;-
SHOR, LLC, A WAS NGT ED LIABILITY COMPANY
Irs:
SSHI, LLC, A DELAWARE LIMITED LIABILITY COMPANY DBA D.R. HORTON
BY: SHLR 0 :. ASHIN ON, INC., A WASHINGTON CORPORATION, ITS SOLE MEMBER
mSIOri gt(cj�aQf)t
B :KEVIN CAS - rrS:SEATTLE DIVISION PRESIDENT
LLCWARE LIMITED LIABILITYCOMPANY
\ olik o
BY:- `" u IT'S:
OWNER AND LENDER ACKNOWLEDGEMENTS
STATE OF wA&4'- N� oKVX4N
)ss
COUNTY OF
ON THIS 4 DAY OF ��AATA %v
/VIj 20a 'BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF
DULY 0 MISS ONED AND SWORN, PERSONALLY APPEARED K 12,t L t")VW TO ME KNOWN TO BE THE
F SHOR, LLC., A WASHINGTON LIMITED LIABILITY COMPANY, THE COMPANY THAT EXECUTED THE FOREGOING INSTRUMENT
%ANA WL GED THAT SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT OF AND DEED OF SAID COMPANY, FOR THE USES AND PURPOSES
THEREI TIONED, AND ON OATH STATED THAT (HE/SHE/THEY) (IAS/^ARE)1ApUTHORIZED TO EXECUTE THE SAID INSTRUMENT.
GIV S�L-OF�OFFJCE THIS � DAY OF 1 V ,A' ' 20 4 p- .
NOTARYPUB B CIN AND FOR HE STATE OFWASM##�EGiA btZJ PATRICIA ANN JWNES
PRINTE ME: P4TP.21 C I A A . 3a&� F—� NOTARY PUBLIC - OREGON
COMMISSION NO. 1022954
MY COMMISSION EXPIRES: marO) �a �� MY COMMISSION EXPIRES MARCH 22, 2026
STATE OF WASHINGTON )
)SS
COUNTY OF
ON THIS � DAY OF �A 20 2Z BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON, DULY COMMISSIONED ANDS ORN, PERSONALLY APPEARED KEVIN CAPUZZI, TO ME KNOWN TO BE THE SEATTLE DIVISION PRESIDENT OF
SHLR OF WASHINGTON, INC. A WASHINGTON CORPORATION, THE SOLE MEMBER 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.
GIVEN UNDER MY HAND AND SEAL OF OFFIC IS DAY OF '20 22
NOTARY PUBLIC IN AND FORgTHE`STATE OF WASHINGTON
PRINTED NAME: cne `e e c'- M O'Y—(1y) \1 S-
MY COMMISSION EXPIRES:
DEDICATION
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C .•O�lZ` 04112120 3'r'�i •• `N
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STATE OF WASHINGTON ) yN� rySF '•
COUNTY OF )55 �'.,;VUMBER �:'
ON THIS r� DAY OF KOLA 20z2 BEF R ME, T UNDE SSU'f4m,"A'IVOTARY PUBLIC IN AND FOR THE STATE OF
WAS�INBE THE
TCO�N, DULY COMMISSIOFNBRMK LENDING, LLC., ED AWSWORN, ODELAWARE LIMITENALLY APPEAREDDCOMPANY, THE COMPANTO ME Y HATWN EXECUTED THE WITHIN AND
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 THATTA(HE/%+Eff"EY� (IS/ARE) AUTHORIZED TO EXECUTE THE SAID INSTRUMENT,
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS 3 DAY OF 20 Z Z
NOTARY PUBLIC IN AND FOR HE STATE 0 WASHINGTON
PRINTED NAME: I..ayriC ✓b1bw ALA
MY COMMISSION EXPIRES: 3 202
LAURIE SOLOWAY
NOTARY PUBLIC #158369
STATE OF WASHINGTON
COMMISSION EXPIRES
MARCH 2, 2024
COUNTY TREASURER APPROVAL
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 .l�t.��
EXECUTED THIS 7-10 DAY OF Ma w 20 7-L
Meredikh Green C,Q W101- )
COUNTY TREASURER
CITY COUNCIL APPROVAL
APPROVED BY THE CITY COUNCIL OF THE CITY OF PORT ORCHARD.
CLERK DATE 5�
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 SYSTS, AND OTHER STRUCTURES.
EXAMINED AND APPROVED THIS w DAY OF 20_2.t-
CITY ENW EEItJ ER
SURVEYOR'S CERTIFICATE
I, BRYAN R. SHAW, REGISTERED AS A LAND SURVEYOR BY THE STATE OF
WASHINGTON, CERTIFY THAT THIS PLAT OF STETSON HEIGHTS, A PLAT
COMMUNITY, PHASE II, 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 STETSON
HEIGHTS, A PLAT COMMUNITY, PHASE II, 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.
Z9 1 -7
BR . SHAW DATE
PROFESSIONAL LAND SURVEYOR
CERTIFICATE NUMBER 49290
SURVEYOR'S ACKNOWLEDGEMENT
STATE OF WASHINGTON )
)ss
COUNTY OF PIERCE )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT BRYAN R.
SHAW 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.
CITY FINANCE DIRECTOR APPROVAL
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 2031.
FINANCE DIRECTOR DATE
COUNTY AUDITOR
FILED AT THE REQUEST OFS"09- LLC- THIS Sb�" DAY OF
20r1.,'L , AND RECORDED IN VOLUME 3_So OF PLATS, PAGES -42 - S I �. RECORDS OF KITSAP
DCOUNTY, WASHINGTON.
ll�dA
COUNTY AUDITOR 'befv+cA
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.
EXAM D AND APPROVED THIS DAY OF (' ( ft 4 20 Z Z'""
COMMUNITY DEVELOPMENT `DIRECTOR
SECTION SUBDIVISION
NW CORNER SECTION 10, 1-1/2" SCALE: 1" = 1,000'
IRON PIPE 1.2' ABOVE GRADE, NE CORNER SECTION 10
VISITED 2/26/2020 BRASS PIN SET IN CONC DOWN
4 3 0.85' IN CASE
N8T40'00"W 2,607.04' 3 VISITED 2/26/2020 3
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SW CORNER SECTION 10 3' BRASS DISK W/ 'X' & SE CORNER SECTION 10
2" BRASS DISK W/'X' & PUNCH MARKED "KITSAP 3" BRASS DISK W,/'X' &
'NE/16' AT SURFACE COUNTY, T23N, R1E, 10/15" PUNCH DOWN 0.85' IN CASE
VISITED 2/26/2020 VISITED 2/26/2020 VISITED 2/26/2020
SHEET 1 OF
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2022052(00l'! 6 3(o 10q 2
STETSON HEIGHTS, A PLAT COMMUNITY, PHASE II
A PORTION OF THE NW 1/4, NE 1/4, & SE 1/4 OF THE SW 1/4 AND OF THE NW 1/4 & SW 1/4 OF THE SE 1/4, ALL IN SECTION 10, TOWNSHIP 23
NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN, CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
NOTES
TITLE REPORT EXCEPTIONS
LEGAL DESCRIPTION
(PER FIDELITY NATIONAL TITLE INSURANCE COMPANY GUARANTEE NO.611296345-SIXTH, DATED APRIL 28, 2022)
(PER FIDELITY NATIONAL TITLE INSURANCE COMPANY GUARANTEE NO.611296345-SDCTH,
1.
ALL LOTS SHALL ACCESS FROM INTERIOR ROADS ONLY.
DATED APRIL 28, 2022)
1.
ASSESSMENTS, IF ANY LEVIED BY THE CITY OF PORT ORCHARD.
2.
THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE
TRACTS B AND D, STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I, AS,
OF ALL ROADWAY IMPROVEMENTS WITHIN ANY PRIVATE RIGHT-OF-WAY WITH THIS PLAT, INCLUDING
2.
COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT
PER PLAT RECORDED IN VOLUME 35 OF PLATS, PAGES 147 THROUGH 156,
TRAFFIC SIGNAGE.
PROVISIONS, ENCROACHMENTS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS,
INCLUSIVE, RECORDS OF KITSAP COUNTY, WASHINGTON.
AND OTHER MATTERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY,
3.
THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE
INCUUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL
OF ALL STORM DRAINAGE FACILITIES & LANDSCAPING INSTALLED WITHIN THE BOUNDARIES OF THIS
ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN,
SUBDIVISION, INCLUDING THE 10 FOOT PERMANENT LANDSCAPING EASEMENT ON THE NORTHERLY 10
ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT
FEET OF LOTS 184 THRU 190 AS DEPICTED ON SHEETS 5 AND 6.
TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET
FORTH ON BOUNDARY LINE ADJUSTMENT, IN DOCUMENT DATED FEBRUARY 15, 2018 RECORDING NO.
4.
REFERENCE TO LOT SHALL REFER TO UNIT AS THAT TERM IS DEFINED IN THE WASHINGTON UNIFORM
201802150061.
COMMON INTEREST OWNERSHIP ACT.
3.
EASEMENT(S) TO CONSTRUCT, OPERATE, MAINTAIN, REPAIR, REPLACE, IMPROVE, REMOVE, UPGRADE
5.
THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE REPAIR,
AND EXTEND ONE OR MORE UTILITY SYSTEMS IN DOCUMENT DATED MAY, 31, 2018 RECORDING NO.
REPLACEMENT AND MAINTENANCE OF ALL FENCING AND SIGNAGE WITHIN STORM DRAINAGE TRACTS.
201805310104. ,SHOWN AS E1 ON PLAT)
4.
ANY RIGHTS, INTERESTS, OR CLAIMS WHICH MAY EXIST OR ARISE BY REASON OF MATTERS
GENERAL UTILITY EASEMENT NOTES
DISCLOSED IN SURVEY FOR BOUNDARY LINE ADJUSTMENT DATED OCTOBER 2, 2018 RECORDING NO.
201810020216. (ENCOMPASSES ENTIRE SITE)
6.
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
5.
COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT
THAT IN CITY OF PORT ORCHARD'S JUDGMENT OCCUR, IN WHOLE OR IN PART, BECAUSE OF ANY
PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS,
CONSTRUCTION MATERIALS OR TECHNIQUES, OR ANY MAINTENANCE MATERIALS OR TECHNIQUES. THIS
IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED
INCLUDES, BUT IS NOT LIMITED TO, DAMAGE TO PAVEMENT OR VEGETATED AREAS CAUSED BY
TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS,
MAINTENANCE TRUCKS.
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
7.
DECLARANT HEREBY RESERVES, GRANTS, AND CONVEYS TO UTILITY PROVIDERS, INCLUDING BUT NOT
COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON BOUNDARY LINE
LIMITED TO PUGET SOUND ENERGY, CENTURYLINK, COMCAST, CASCADE NATURAL GAS, THE CITY OF
ADJUSTMENT, IN DOCUMENT DATED OCTOBER 2, 2018 RECORDING NO, 201810020219.
PORT ORCHARD, WAVE BROADBAND CABLE, WASTE MANAGEMENT AND SOUTH KITSAP FIRE AND
(ENCOMPASSES ENTIRE SITE)
RESCUE, THEIR SUCCESSORS AND ASSIGNS, AND ANY OTHER PURVEYORS OF ELECTRICITY, TELEPHONE,
INTERNST, WATER SEWER GARBAGE AND CABLE SERVICES AND THEIR RESPECTIVE SUCCESSORS AND
6.
DECLARATION OF COVENANT ASSOCIATED WITH PERFORMANCE OF SITE STABILIZATION AND
ASSIGNS, PERPETUAL EASEMENTS UNDER AND UPON THE LOTS OF THE PROPERTY AS SHOWN AND/OR
EROSION CONTROL AND SEDIMENTATION CONTROL FACILITIES IN DOCUMENT DATED MAY 1, 2020
DESCRIBED ON THE FACE OF THE PLAT MAP, WHICH SHALL BE THE TEN FEET (10� OF ALL LOTS AND
RECORDING NO. 202005010217.
TRACTS WITHIN THE PLAT LYING PARALLEL WITH AND ADJOINING ALL ROADWAYS IN WHICH TO
BUILDING SETBACKS
INSTALL, CONSTRUCT, OPERATE, MAINTAIN, REPAIR, REPLACE, AND ENLARGE UNDERGROUND PIPES,
7.
DECLARATION OF COVENANT ASSOCIATED WITH PERFORMANCE OF SITE STABILIZATION AND
CONDUITS, CABLES AND WIRES WITH ALL NECESSARY OR CONVENIENT UNDERGROUND OR
EROSION AND SEDIMENTATION CONTROL FACILITIES IN DOCUMENT DATED MAY 6, 2020 RECORDING
FRONT YARD: 15'
GROUND -MOUNTED APPURTENANCES THERETO FOR THE PURPOSE OF SERVING THE PLAT AND OTHER
NO. 202005060100.
REAR YARD: 10,
PROPERTY WITH ELECTRIC, GAS, TELEVISION, INTERNET, WATER AND OTHER UTILITY SERVICES,
SIDE YARD: 5'
TOGETHER WITH THE RIGHT TO ENTER UPON THE ROADWAYS AND LOTS AT ALL TIMES FOR THE
8.
COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT
PURPOSES HEREIN STATED.
PROVISIONS, ENCROACHMENTS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS,
NOTE: BUILDINGS PROPOSED AT THE
AND OTHER MATTERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY,
TOP OF SLOPES GREATER THAN 30%
8.
NO PERMANENT STRUCTURES SHALL BE INSTALLED WITHIN UTILITY EASEMENTS.
INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL
SHALL HAVE A REAR YARD SETBACK OF
ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN,
TWENTY-FIVE (25) FEET FROM THE
PRIVATE STORM DRAINAGE EASEMENT NOTES
ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT
EDGE OF EXTERIOR FOOTINGS FOR
TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET
BOTH NATURAL AND ENGINEERED FILL
9.
ALL LOTS AND TRACTS WITHIN THIS PLAT ARE HEREBY SUBJECT TO A PRIVATE STORM DRAINAGE
FORTH ON PLAT OF STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I, RECORDING NO.
SLOPES UNLESS OTHERWISE
EASEMENT AS SHOWN HEREON WHICH SHALL BE LOCATED WITHIN THE TEN (10) TO THIRTEEN (13)
202102120310.
APPROVED BY A GEOTECHNICAL
FEET OF ALL LOTS AND TRACTS WITHIN THE PLAT LYING PARALLEL WITH AND ALL ADJOINING
ENGINEER (PER CONDITION OF
ROADWAYS. SAID PRIVATE STORM DRAINAGE EASEMENT IS FOR THE PURPOSES OF INSTALLING AND
9.
COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS,
APPROVAL B. LAND USE, 4.).
MAINTANING PRIVATE STORM DRAINAGE FACILITIES WITHIN SAID EASEMENT. THE STETSON HEIGHTS
IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL
HOMEOWNERS ASSOCIATION (HOA) SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS OR
ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN,
RECONSTRUCTION OF THE PRIVATE DRAINAGE FACILITIES LOCATED WITHIN SAID EASEMENT.
ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL
CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS,
10.
LOTS 104-110, 113-116, 119, 120, 125, 139, 142, 146-148, 156-159 & 166-168 ARE SUBJECT TO A
EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW,
SHEET INDEX
PRIVATE STORM DRAINAGE EASEMENT IS FOR THE PURPOSES OF INSTALLING AND MAINTAINING
AS SET FORTH IN THE DOCUMENT DATED FEBRUARY 12, 2021 RECORDING NO. 202102120313.
PRIVATE STORM DRAINAGE FACILITIES WITHIN SAID EASEMENT. THE STETSON HEIGHTS
SHEET 1 DEDICATION, SIGNATURES
HOMEOWNERS ASSOCIATION (HOA) SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS OR
MODIFICATIONS) OF SAID COVENANTS, CONDITIONS AND RESTRICTIONS
SHEET 2 LEGAL DESCRIPTION, NOTES
RECONSTRUCTION OF THE PRIVATE DRAINAGE FACILITIES LOCATED WITHIN SAID EASEMENT.
AS SET FORTH IN THE DOCUMENT DATED MAY 2, 2022 RECORDING NO. 202205020338.
SHEET 3 SECTION VIEW, SITE
SHEET 4 MAP
11.
LOTS 169-182 ARE SUBJECT TO A PRIVATE STORM DRAINAGE EASEMENT AS SHOWN HEREON WHICH IS
10.
ANY UNPAID ASSESSMENTS OR CHARGES AND LIABILITY TO FURTHER ASSESSMENTS OR CHARGES,
SHEET 5 MAP
LOCATED WITHIN THE NORTHERLY THREE (3) FEET OF SAID LOTS. SAID PRIVATE STORM DRAINAGE
FOR WHICH A LIEN MAY HAVE ARISEN (OR MAY RISE), AS PROVIDED FOR UNDER WASHINGTON LAW
SHEET 6 MAP
EASEMENT IS FOR THE PURPOSES OF INSTALLING AND MAINTANING PRIVATE STORM DRAINAGE
IMPOSED BY THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION.
SHEET 7 MAP
FACILITIES WITHIN SAID EASEMENT. THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION (HOA)
SHEET 8 MAP
SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THE PRIVATE
11.
TERMS AND CONDITIONS OF SANITARY SEWER EASEMENT IN DOCUMENT DATED FEBRUARY 12, 2021,
SHEET 9 LINE & CURVE TABLES
DRAINAGE FACILITIES LOCATED WITHIN SAID EASEMENT.
RECORDING NUMBER 202102120314.
SHEET 10 LOT ADDRESS TABLE
PRIVATE SANITARY SEWER EASEMENT NOTES
12, PRIVATE SANITARY SEWER EASEMENTS ARE LOCATED OVER AND UPON LOTS 291-304, AS SHOWN ON
SHEET 8. SAID PRIVATE SANITARY SEWER EASEMENT IS FOR THE PURPOSES OF INSTALLING AND
MAINTAINING PRIVATE SANITARY SEWER FACILITIES WITHIN SAID EASEMENT. THE STETSON HEIGHTS
HOMEOWNERS ASSOCIATION (HOA) SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS OR
RECONSTRUCTION OF THE PRIVATE SANITARY SEWER FACILITIES WITHIN SAID EASEMENT.
TRACT NOTES
13. TRACTS B-1 AND B-2 ARE PASSIVE RECREATION TRACTS. THE MAINTENANCE OF SAID TRACTS ARE THE
RESPONSIBILITY OF THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION (HOA).
14. TRACT B-3 IS A STORMWATER TRACT. THE MAINTENANCE OF SAID TRACT IS THE RESPONSIBILITY OF
THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION (HOA).
15. TRACT B-4 IS AN ACTIVE RECREATION TRACT. THE MAINTENANCE OF SAID TRACT IS THE
RESPONSIBILITY OF THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION (HOA).
12. ASSIGNMENT OF DECLARANT RIGHTS IN DOCUMENT DATED FEBRUARY 25, 2021 UNDER RECORDING
NO.202102250259. HORIZONTAL DATUM
13. EASEMENT(S) TO CONSTRUCT, OPERATE, MAINTAIN, REPAIR, REPLACE, IMPROVE, REMOVE, UPGRADE
AND EXTEND ONE OR MORE UTILITY SYSTEMS FOR PURPOSES OF TRANSMISSION, DISTRIBUTION,
AND SALE OF GAS AND ELECTRICITY IN DOCUMENT DATED SEPTEMBER 7, 2021 RECORDING NO.
202109070219. (SHOWN AS E1 ON PLAT)
14-15 GENERAL AND SPECIAL TAXES AND CHARGES.
16-17 NOT SURVEY RELATED.
NAD 83/11 WASHINGTON NORTH ZONE
ESTABLISHED USING GPS RTK ROVER CONSTRAINED TO
THE WASHINGTON STATE REFERENCE NETWORK
(WSRN) STATIONS
LARSON
AND ASSOCIATES
LAND SURVEYORS
ENGINEERS
PLANNERS
STETSON HEIGHTS, A PLAT COMMUNITY PHASE II
A PORTION OF THE NW 1/4, NE 1/4, & SE 1/4 OF THE SW 1/4 AND OF THE NW 1/4 & SW 1/4 OF THE SE 1/4, ALL IN SECTION 10, TOWNSHIP 23
NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN, CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
3
10
' N 1/4 CORNER SECTION 10
CALCULATED POSITION
I
d TRACT A
TRACT'B-1' STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I
10 PASSIVE RECREATION CENTER SECTION 10 w REC NO. 202102120310
3 4" IRON PIPE UP 0.4' STORMWATER
/ , E 1/4 CORNER SECTION 10
91 _ —' ----- - --- 0.3' NORTH OF LINE APN: 5687-000-104-0004 3" BRASS DISK W/ &
W 1/4 CORNER 1— 270,02' ~" -`------- � '38_'E 2,601.77' J K VISITED 6/30/2020 IN PUNCH SET IN CONC
I SECTION 10 L31 ` -�, z S8T33'38"E 2,607.78' DOWN 0.95' IN CASE I
CALCULATED POSITION / 417.66 VISITED 2/26/2020
� ^ ... �.
m w co Ln00 o % 1` 420.20' - ------ --� -
,� o� _ ----
TRACT r µ rn 2190.12
g_3
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STORMWATER r� �j� � ~ ~ ly �h I rn w M \
N
Lo
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L75 � �e o
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C14 //,A,
ACTIVE RECREATION I66, rS1 �� ��� L73 J`o 99
1 152 .N�cv �� �� 98
S
.1
S87'27'59"E 1,300.19, 30.17' w L99 d 3 �`O �� 97 PSG
L`40 L100 ZSq 0, �, 96 pN
I6 L41 rSS cb �^ N . 95 / �RPG� GOMU�O
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j -
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90 i
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TRACT I 88
/ r
to STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I TRACT C ^' 7 87 TRACT E
REC NO. 202102120310 STETSON HEIGHTS, A PLAT COMMUNITY, PHASE 1 ^ o Q ,
86
FUTURE DEVELOPMENT REC NO. 202102120310 �' 0 CL' / STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I /
FUTURE DEVELOPMENT ,� 85 — REC NO. 202102120310
APN: 5687-000-112-0004 APN: 5687-000-106-0002 �>> o GY , STORMWATER
cow' 0 84 , I APN: 5687-000-108-0000
L6 83 -82
137
/
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136 C10 112 jn 81 Q �
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135 cc)
00 � D � J 134 0 113 � �, 79 � I \ � ,��P �� p`b1�`��OOOg
w L107 N8T22'21 "W 1,299.50' 114 ^, 78 N P e�0`L F�Oe 0°�� /
w ( �� rn 1 133 t-4 115 77 �' �G��S�O F � 000"Pi �
04
10-0 132 116 _ 76
04 N 131 z 117 J 75 G� `N
z J 130 ;a 118 L47 °6' Z L46
SEE LINE AND CURVE 129 0 74 49 29 L48 `s
I TABLES ON SHEET 9 `� 128 �v' 120 M ./ 72 31 296 7 � 298L45 �
126 0 127 U"1 121 to o 71 32 "v 295 cq 299
��' : t o Cis 300 /
Li125 LAl52 122 z w 70 33 0 294
I M j w
t50 L51 123 ( 69 34 293 [) 301I o t
�. IY iNrw L� L6 124 7 ! 19 68 35 o 292 Q 302 d
Cl L836 M 291 M
z �p61 62 250.29, v 303 % z
LEGEND
MONUMENT FOUND AS NOTED
0 CORNER FOUND AS NOTED
O SEE FOUND CORNER DESCRIPTIONS ON SHEET 9
INDEX: IN THE NW 1/4, NE 1/4,
& SE 1/4 OF THE SW 1/4 AND
OF THE NW 1/4 & SW 1/4 OF
THE SE 1/4, IN SEC 10, TWP 23
N, RGE 1 E, W.M.
SW CORNER SECTION 10
I 2" BRASS DISK W/'X' & 'NE/16' AT SURFACE
VISITED 2/26/2020
91• 10
N87' 16' 17'W 37 cf) 88 289 290 3D4
63 64 65 66 67 38 k. S87'16'17"E a`�
60 .- 159.51' -- C4 I L43
c SW SEDGE STREET— _ p
59 STETSON HEIGHTS, A PLAT
58 COMMUNITY, PHASE I
AFN: 202102120310
N87'16'42"W 441.45' - - - i _� _ L
S 1/4 CORNER SECTION 10
3" BRASS DISK W/ 'X' &
16 15 - - _____- PUNCH MARKED "KITSAP
_ _ COUNTY, T23N, R1E, 10/15"
--_ N 1178 02"W 2-. - - VISITED 2/26/2020
0
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PLANNERS
9027 PACIFIC AVENUE, SUITE 4
9416 FP PH 2&4 TACOMA, WASHINGTON 98444-6247
jr
04/29/2022 (253)474-3404 / FAX (253)472-7358 t�0
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A PORTION OF THE NW 1/4, NE 1/4, & SE 1/4 OF THE SW 1/4 AND OF THE NW 1/4 & SW 1/4 OF THE SE 1/4, ALL IN SECTION 10, TOWNSHIP 23
NORTH, RANGE 1 EAST OF THE WILLAMEfTE MERIDIAN, CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
WAVERLY ROAD SW
� I I
I
STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I
79 REC N0. 202102120310
78 I 77 76 75 I 73 I 72 I
I I 74 I i
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40.00' w.
�, 4,513 SF 0 63
40.00' 40.00' 40.00' r? 121 o 0
N 120 4,146 SIF o 0
o 119 4,249 SF - ----
TRACT B-2 '
N2'34'OJ N2'20'09"E
43.90'
PASSIVE RECREATION N8 40•59! 50.67' o
175,995 S.F. 2rj 42"W 50.6l' o
N11' z
8 44� 22"W
N5 57'40"W N 40.od N 123 124
N3'10'58"`N 00o, w N 4189 SF
• • • ••SCALE IN FEET
LEGEND
MONUMENT FOUND AS NOTED
® SET KITSAP COUNTY STANDARD ROAD MONUMENT
o CORNER FOUND AS NOTED
0 KITSAP STANDARD MONUMENT SET FOR PHASE I
• SET REBAR & CAP, SHAW 49290
® SET TACK & BRASS WASHER MARKED "SHAW 49290'
AT THE EXTENSION OF LOT LINE W/ CURB LINE
REBAR & CAP, SHAW 49290 - SET FOR PHASE I
E1 10' UTILITY EASEMENT, SEE NOTE 7 ON SHEET 2
E2 PRIVATE STORM DRAINAGE EASEMENT, SEE NOTES 9
AND 10 ON SHEET 2
(NR) NON -RADIAL BEARING
(R) RADIAL BEARING
OSEE FOUND CORNER DESCRIPTIONS ON SHEET 9
o a 0 o a cp0fl, 118 t 4,249 SF o _ L_40.02''„— C25 24.40'
1 92SF 1 13 4 0 0 1 16 0 1 17 w 4,249 SF a c24 ,�,4002 „ p_6 os,52_1ao.4a'
4,24 114
0 0 4,249 SF 4,249 SIF 4,2495 SF M 4,249 SF 4,249 SF o�� E2 J'��37 g7�» Ds�o 5 21'os" R_375.00 L o r
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00
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0
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NT29_57'E-- N5'08'55"E NT47'53"E No 26'51E
128
v 129 4,198 SF
130 4,198 SF o
4,198 SF
0
o
0
0
0
TRACT C
STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I
REC NO. 202102120310
FUTURE DEVELOPMENT
APN 5687-000-106-0002
44.10
44.10 N636'15W"
44.10' N415' 13„vl
N1'54'11"�N
4,198 SF 'o �'
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AND ASSOCIATES
LAND SURVEYORS
ENGINEERS
PLANNERS
9027 PACIFIC AVENUE, SUITE 4
9416 FP PH 2&4 TACOMA, WASHINGTON 98444-6247
04/19/2022 (253)474-3404 / FAX (253)472-7358 �
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A PORTION OF THE NW 1/4, NE 1/4, & SE 1/4 OF THE SW 1/4 AND OF THE NW 1/4 & SW 1/4 OF THE SE 1/4, ALL IN SECTION 10, TOWNSHIP 23
NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN, CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
10' LANDSCAPE EASEMENT
SEE NOTE 3 ON SHEET 2
N87'33'38"W 1,290.88'
46.42' 46.17'
- 40.03' -.
47.18'
5603
83.
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187
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-L=40.00'- - L=31.78'----L=40.00'• _ E11� 4,265 SF
A=3'38'16" 4 A=2'53'26" A=3'29'56" L-40.0p'-1 _ �o� 192
p=54'19'29" R=630.00' d'3�2956"-L-400p 2 4,265 SF
L=597.33'
a-329+ "
s64v
46 16
322.23'
TRACT B-1
PASSIVE RECREATION
33,923 S.F.
ss-40 0p, ` 193
ss�,
tl_329s6" �.C` 4,265 SF
A=54'19'29" R=600.Do, 4a329006y� \ =Na rw 194 06.
L=568.89' M A=11'S3'37" L=129.74' d,g0'D7,40" R- 4--sod 34000'� �� 4,265 SF ��°
6z .00, 0j 2956"
p=18'51'42" R=570.00 L=187.64' C29 t-,546 40"
&=4'52'39" 1.C26 C27 29 4`9�S 81 Rss600,4 3 090,` M 195 6'
L=48.52 - -�--�— `� <�S� Ss" �. ��, 4,265 SF .06„ �O10
r<v p0
� 29Ss � .o� 196
� / N<„�� 4,265 SF °o,.
0
0 140 �0 139 a 138 n 4 ,ypoo' L-85.44' \ S, a•29 0,
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0 6,209 SF Lf)��h /�� \`4,�3' a. ,�03, AFRO a<,� �"' 4,265 5F
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59.94# / / 4,567 SF a 4,416 SF
N87'22'06"E N$T46'27"W �S N81'S6'
49�/ 25,0 0
25 00 , N
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TRACT C a I 2'° k •^�� �,'�°°° R�°9s�' �� \
STETSON HEIGHTS A PLAT COMMUNITY PH S
AEI
REC NO. 202102120310
FUTURE DEVELOPMENT
APN 5687-000-106-0002
40 0 40 80
SCALE IN FEET
LEGEND
MONUMENT FOUND AS NOTED
®
SET KITSAP COUNTY STANDARD ROAD MONUMENT
0
CORNER FOUND AS NOTED
0
KITSAP STANDARD MONUMENT SET FOR PHASE I
SET REBAR & CAP, SHAW 49290
0
SET TACK & BRASS WASHER MARKED "SHAW 49290'
AT THE EXTENSION OF LOT LINE W/ CURB LINE
CIE
REBAR & CAP, SHAW 49290 - SET FOR PHASE I
E1
10' UTILITY EASEMENT, SEE NOTE 7 ON SHEET 2
SEE LINE AND CURVE E2
PRIVATE STORM DRAINAGE EASEMENT, SEE NOTES 9
AND 10 ON SHEET 2
TABLES ON SHEET 9
(NR)
NON -RADIAL BEARING
(R)
RADIAL BEARING
OA
SEE FOUND CORNER DESCRIPTIONS ON SHEET 9
NS7,RQ°°,
TRACT B-2
PASSIVE RECREATION
175,995 S.F.
106 Et
4,416 SF �%
00 °s
105
4,03E SF
119
'l's9, Roo oh'`v 104
4,313 SF
R`9�
6
V,
198
4,267 SF tih
It
N
- - ----------- - -
CENTER SECTION 10
3/4" IRON PIPE UP 0.4'
0.3' N & 0.4' E OF
CALC POSITION
VISITED 6/30/2020
TRACT A
STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I
REC NO. 202102120310
STORMWATER
APN 5687-000-104-0004
so:
So.
'S6 6 i
100 /g I
STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I
REC NO. 202102120310
t s�
<�.oN
WA Y
99 M
STETSON HEIGHTS, A PLAT COMMUNITY, PHASE 1 -11
REC NO, 202102120310 4V
ti
SHEET 5 OF 10
R L
I
hlo a��19 9
�h 4,265 SF �y6
a
E1
1
.° •�� 200
�`oy' 4,493 SF
01
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N"1
A=4'35'06"
L=17.20'
�c�6
�R Sy9
LARSON
AND ASSOCIATES
LAND SURVEYORS
ENGINEERS
49290 ao
ssjO
PLANNERS
IL LAND
9027 PACIFIC AVENUE, SUITE 4
9416 FP PH 2&4 TACOMA, WASHINGTON 98444 6247
04/19/2022 (253)474-3404 / FAX (253)472-7358��
3c� /04(0
STETSON HEIGHTS, A PLAT COMMUNITY, PHASE II
A PORTION OF THE NW 1/4, NE 1/4, & SE 1/4 OF THE SW 1/4 AND OF THE NW 1/4 & SW 1/4 OF THE SE 1/4, ALL IN SECTION 10, TOWNSHIP 23
NORTH, RANGE 1 EAST OF THE WILLAMETfE MERIDIAN, CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
S87"33'38" E 1,290.88'
N3'25'29"E
696.48'
18.55'
iw.
am
cV
00
UA
C
ii
0 TRACT B-3
STORMWATER
130,330 S.F.
0
14-
G
to
Lo
,I-
Lo
o
z
172
1 4,276 SF
z �^_b
171
4,028 SF
C357
170
oL4 4,065 SF
W cif 2S�
�"h per' S9 E1 /
C20
169
4,231 SF
C19
Ssso15,
IV
LEGEND
MONUMENT FOUND AS NOTED � g
SET KITSAP COUNTY STANDARD ROAD MONUMENT
a CORNER FOUND AS NOTED
® KITSAP STANDARD MONUMENT SET FOR PHASE I
SET REBAR & CAP, SHAW 49290
® SET TACK & BRASS WASHER MARKED "SHAW 49290'
AT THE EXTENSION OF LOT LINE W/ CURB LINE
REBAR & CAP, SHAW 49290 - SET FOR PHASE I
E1 10' UTILITY EASEMENT, SEE NOTE 7 ON SHEET 2
E2 PRIVATE STORM DRAINAGE EASEMENT, SEE NOTES 9
AND 10 ON SHEET 2
E3 PRIVATE STORM DRAINAGE EASEMENT, SEE NOTE 11
ON SHEET 2
(NR) NON -RADIAL BEARING
(R) RADIAL BEARING
OSEE FOUND CORNER DESCRIPTIONS ON SHEET 9
i� dim 141
G
CO
SEE LINE AND CURVE
TABLES ON SHEET 9
174
4,276 SF
10' LANDSCAPE EASEMENT
SEE NOTE 3 ON SHEET 2
�s 179
�. 4,276 SF
178
4,276 SF
ti 177
�0 4,276 SF
176
4,276 SF�,
sr.
p0 n
D'
\�pQ���6
36 46.30148234'017
14 0'32'31 E
N7315 5g-' I o
" 463d E3
E 0
z o
1y69 �6 5p+ y 184
183 1 4,307 SF o
65592�+� 182 ,. 4,276 SF
p6 3p 181 4,276 SF o�
w 4,276 SF o
180 E1
4,276 SF _ L=40.00'_ n
L--40' ' p=3'3816' 0
p,3'3816
\�co 00 N'3 3816" o Z
Op n
i 1.-�•�4i16
-1.-3 �8'16 C
�- rn
1-hQ g�6" _
4.36' 0
�2Tpg'16 o Z
rn
64,
p`446.52' - —
6�pp0 560' -18 p-4'5250 L= Ln • E2 z
D•5��g oo /� �E1 o
n 141
\ �- � •ate• �"�
C39
0 5-
C38 \ 25.ppp
5ro
TRACT C
STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I
REC NO. 202102120310
FUTURE DEVELOPMENT
APN: 5687-000-106-0002
r
STETSON HEIGHTS, A PLAT COMMUNITY, PHASE II
A PORTION OF THE NW 1/4, NE 1/4, & SE 1/4 OF THE SW 1/4 AND OF THE NW 1/4 & SW 1/4 OF THE SE 1/4, ALL IN SECTION 10, TOWNSHIP 23
NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN, CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
N8727'59"W 1,300.19'
1270.02'
TRACT I
STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I
REC NO. 202102120310
FUTURE DEVELOPMENT
APN: 5687-000-112-0004
ci TRACT B-3
STORMWATER
130,330 S.F.
00
—
M r�V
/
C21
ell
168 �>4 93g�. COS
4,232 SF 2• /� Tj�
167
0 4,160 SF 6+
16 6 9936, ! v moo• o° .,
2.17 4 163 SF ry OW
563203ph
0
'
�ti
��^ ! 152
\ w F98392.35'
.M`b
Ati
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ti .o°`Q/ tisy 4,236
SF
/,,,�
4,236 SF
%
! 22
�
��
A=0.57'08" 700
L=16.12' 00'
154
Al o
ry� �o
" 22
NI9.25�23 E 73
Q-! ^ry
/
/
4,085 SF
N632030
�•
30.17'
.
N2'23'56"E
//,\rya'
/
'
3.38'
155 �ry
�w
Ns2s
EO2
/
O
b
46320
4,005 SF
165 93
4,755 SF s9'
/ /
/
ry� //
0 0
10
164
4,990 SF
a� N632030
� r2628
163
5,110 SF
�ry� N632 ;3
° 0
� C42
\�N, 162
Ns8• \ 6,270 SF 3.97'-
29ro�s
d=94.51
8s
�S2si
.77
.�
! Qv o°` v �/ oo°. � moo•
o Ns =
/ = o' o• / 32
�o� 15 6 �0000.
4 4,000 SF
r�V
Al
TRACT C
/ STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I
2030 0° REC NO, 202102120310
FTURE DEVELOPMENT
157 �00oo• o° APNU 5687-000-1106-0002
// / �'7• "`2F2 4,000 SF
o / N
E1 /
o / 632
!/ !/ 158 .00, �o
Jo, / 4,000 SF
ti Jo. / 3?030 1000, o° o
159 ',
4,000 SF ry
/ o !/ 4632030 oa o0
E7 16q '0000, a
4,000 SF
N632430 00
/y moo•
161 100.00,
4,000 SF
TRACT I
STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I
REC NO. 202102120310
FUTURE DEVELOPMENT
APN: 5687-000-112-0004
00
`00 °0'
■■■■■■■■■■
'• • 40 :•
SCALE IN FEET
LEGEND
MONUMENT FOUND AS NOTED
SET KITSAP COUNTY STANDARD ROAD MONUMENT
0 CORNER FOUND AS NOTED
0 KITSAP STANDARD MONUMENT SET FOR PHASE I
• SET REBAR & CAP, SHAW 49290
® SET TACK & BRASS WASHER MARKED "SHAW 49290'
AT THE EXTENSION OF LOT LINE W/ CURB LINE
REBAR & CAP, SHAW 49290 - SET FOR PHASE I
E1 10' UTILITY EASEMENT, SEE NOTE 7 ON SHEET 2
E2 PRIVATE STORM DRAINAGE EASEMENT, SEE NOTES 9
AND 10 ON SHEET 2
(NR) NON -RADIAL BEARING
(R) RADIAL BEARING
OSEE FOUND CORNER DESCRIPTIONS ON SHEET 9
I -
co
SEE LINE AND CURVE
TABLES ON SHEET 9
R. SN
LARSON
,,kpA
AND ASSOCIATES
LAND SURVEYORS
ENGINEERS
o
PLANNERS
49290 ,�,
�'CISTEg�'�
�slOh'AL
LAN9 S�
9027 PACIFIC AVENUE, SUITE 4
9416 FP PH 2&4
TACOMA, WASHINGTON 98444-6247
04/19/2022
(253)474-3404 / FAX (253)472-7358
loq 5
STETSON HEIGHTS, A PLAT COMMUNITY, PHASE II
A PORTION OF THE NW 1/4, NE 1/4, & SE 1/4 OF THE SW 1/4 AND OF THE NW 1/4 & SW 1/4 OF THE SE 1/4, ALL IN SECTION 10, TOWNSHIP 23
NORTH, RANGE 1 EAST OF THE WILLAMETfE MERIDIAN, CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
TRACT E
STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I
REC NO. 202102120310
STORMWATER
APN: 5687-000-108-0000
U=227.21
co O�
28 I N
,
_ - - ----- - - •\ rocs
Ns , �'� •� sh
29 3r.7 ,
30
31
32
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o
33
3
00
U CN
F N
O
6- N
Q N
34CD
w
z
35
O
V)
W
c
36
37
s 0 1118T10 25 W
72,298.44'
' R`�3
63.96' y
N4'22'24"E N8V02'09"W 136.25'
7.48' _ N84'02'32"W 86.02'
Lo 297 i �- -----
5,413 SF o I
o I 298
134
7.43' .223,862 SF
'
N84'02'07"W � 1
� I I
296 I
N 5,324 SF i o w I N84'02'32"IN 85.63,
1
I SoN b I 299
N84'02'01"W 131.97' �! ;if v I
to 3 845 SF
M 295
d^ 5,706 SF ! 0 N84'02'32"yy 85.24'
Iu') N i
N8T16'18'W 129.67' 4.11' I 300
3,758 SF
i c"'O I
a 294 I - I SEE DETAIL AREA
7.75'
5,173 SF I 0 1 N86'18'ot"W 84.57'
N87*16'18"W 128.99' 1j V) I
I 0 301
0 293 I = I 4,229 SF
0
o$ 5,146 SF I o 0 I E4(TYP)
o U
o I d-
'"' N87'16'18"W 128.31' I N U N86'18'01"W 84.57'
I i W I 302
ENo 292 �' o I 4,229 SF
z �r 5,119 SF I o Lo I
E4(TY, P) z I
N87'16'18"W 127.63' �-►J f
LI I N86'18'01"W 84.57'
0 291 E1 --1 - co I I ---E1
5,092 SF 1 0 o I 303
20' 20' I 4,248 SF
N8T16'18"W 126.95' i I
40.00' 40.00' 46.95' I
I 1� N86' 18'01 "W 68.15'
t o f o f
o
c I � I ^�
0
co o
o
Z
Li- I
I
o
tl)
00
0 cv o
w
0
� o
v
u
Cl
N °�'
304
!
¢ I
I
5,261 SF
w
��C
Q�i
38
N
LAC
z
z
0
0
L6 N
0
0
0
0 0
Lo CD
z
M
N
L
IN
SANITARY SEWER
EASEMENT (TYPICAL)
/ tn
' 2\\
1 I I
I
1 II
2'
\ I
I -
\ ", i
DETAIL AREA
SCALE: 1" = 20'
w
o..
z� o
f- 0
� N O
�0oo i
I-I-NWp
<ao00
~<(:j�COI)
= 0
_� Q
Z
0
ru
N78'09'25"W
16.59'
40.00' 1 36.10, 69.16' 1 14.25' o�d''SO, \ C17
< 159,51' C16 007 1
o / I 4=3354'04"
SW SEDGE ST o R-280.00, 4,22;``�
_ 269.75' l / 14.76' C,lss6�•z6S0" \
S8716'17"E 684.51
Q
-' =
33 54p4" 109) \
M
2,50 00
0'
CURVE 46 1 45 � 44 � 43 � 42 � 41 i i 0
SEE LINE AND CU I 40 I
TABLES ON SHEET 9 I 39
STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I
AFN: 202102120310
41
.0 0 4• :0
SCALE IN FEET
LEGEND
MONUMENT FOUND AS NOTED
® SET KITSAP COUNTY STANDARD ROAD MONUMENT
O CORNER FOUND AS NOTED
® KITSAP STANDARD MONUMENT SET FOR PHASE I
• SET REBAR & CAP, SHAW 49290
® SET TACK & BRASS WASHER MARKED "SHAW 49290'
AT THE EXTENSION OF LOT LINE W/ CURB LINE
REBAR & CAP, SHAW 49290 - SET FOR PHASE I
E1 10' UTILITY EASEMENT, SEE NOTE 7 ON SHEET 2
E2 PRIVATE STORM DRAINAGE EASEMENT, SEE NOTES 9
AND 10 ON SHEET 2
E4 PRIVATE SANITARY SEWER EASEMENT, SEE NOTE, 12
ON SHEET 2
(NR) NON -RADIAL BEARING
(R) RADIAL BEARING
ZZ.
6
LARSON
AND ASSOCIATES
LAND SURVEYORS
ENGINEERS
PLANNERS
[I ni3 - 1
=TACOM-AA,
ACIFIC AVENUE, SUITE 4
=FPPH WASHINGTON 98444 62474-3404 / FAX (253)472-7358 �t,�
m
3l0 / oqq
STETSON HEIGHTS, A PLAT COMMUNITY, PHASE II
A PORTION OF THE NW 1/4, NE 1/4, & SE 1/4 OF THE SW 1J4 AND OF THE NW 1/4 & SW 1/4 OF THE SE 1/4, ALL IN SECTION 10, TOWNSHIP 23
NORTH, RANGE 1 EAST OF THE WILLAMEfTE MERIDIAN, CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
FOUND CORNER
DESCRIPTIONS
O 5/8" REBAR & CAP
'KEGEL LS 14065
VISITED 2/28/2020
0.95' NORTH OF
CALC CORNER
® 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
REBAR & CAP
O5/8"
D
'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
\
'THORTON LS 10238'
VISITED 6/25/2020
1.22' NORTH OF LINE
/2" IRON PIPE W/ FLAG
O1
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
0 3/4" IRON PIPE
d VISITED 6/29/2020
O3/4" IRON PIPE
K UP 0.5'
VISITED 6/30/2020
O1 /2" REBAR & CAP
L RPLS 9398
DOWN 0.9'
VISITED 6/30/2020
0.48' NORTH OF LINE
O1" IP W/ CAP
M RPLS 9398
VISITED 6/30/2020
0.32' NORTH OF
CALC CORNER
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
129.56'
S19'20'19"E
L2
121.05'
S20'17'53"W
1-3
101.27'
N46'06'47"W
L4
101.28'
S23'02'02"E
L5
44.56'
S68-08'53"W
L6
150.01'
N87'07'42"W
L7
24,40'
N2'52'18"E
L8
20.00'
S2'43'43"W
L9
100.00'
S87'16'17"E
L10
42.46'
S3'11'44"W
L11
43.83'
S5'14'02"W
L12
43.83'
S7'25'37"W
L13
43.83'
S9'37'13"W
L14
43.83'
S11'48'49"W
L15
40.69'
S13'16'46"W
L16
43.79'
S13'52'49"W
L17
49,41'
S18'1O'15"W
L18
49.41'
S23'33'55"W
L19
49,41'
S28'57'36"W
L20
49.41'
S34'21'16"W
L21
49.41'
S39'44'56"W
L22
49.41'
S45'08'37"W
L23
49.41'
S50'32'17"W
L24
49.41'
S55'55'58"W
L25
39.91'
S56'09'32"W
L26
39.92'
S31'08'43"W
L27
106.77'
S46'09'19"W
L28
159.36'
S56'43'04"W
L29
50.80'
S37'03'45"E
L30
46.07'
S41 *15'43"E
L31
18.55'
N3'25'29"E
L32
82.97'
N1'45'24"E
L33
92.49'
N1'48'47"W
L34
57.30'
NO'13'06"W
L35
59.45'
N1'50'14"E
L36
41,63'
N1'06'50"W
L37
140.98'
N3'37'28"W
L38
84.89'
N11'28'29"W
L39
69.22'
N10'37'23"W
L40
73.22'
N79'25'23"E
LINE TABLE
LINE #
LENGTH
DIRECTION
L41
3.38'
N2'23'56"E
L42
100.43'
N14'09'04"E
L43
16.59'
S78'09'25"E
L44
124.83'
N6'27'23"E
L45
86.02'
N84'02'32"W
L46
8.44'
N87'10'25"W
L47
7,48'
S4'22'24"W
L48
72.29'
N84'02'09"W
L49
40.00'
S2'45'16"W
L50
40,00'
S2'12'41"E
L51
100.00'
S82'40'19"W
L52
100.00'
N77'31'10"E
L53
44.10'
S11*18'19"E
L54
44.10'
S8'57'17"E
L55
44.10'
S6'36'15"E
L56
44.10'
S4'15'1 YE
L57
44.10'
S1'54'11"E
L58
44.10'
SO'26'51 "W
L59
44.10'
S2'47'53"W
L60
44.10'
S5'08'55"W
L61
44.10'
S7'29'57"W
L62
44.10'
S9'50'59"W
L63
44.10'
S12*12'01"W
L64
44.10'
S14'33'03"W
L65
150.00'
S74'16'26"E
L66
100.00'
S75'07'25"E
L67
40.00'
N16*15'56"E
L68
40.00'
N19'02'38"E
L69
40,00'
N21'49'20"E
L70
40.00'
N24'36'02"E
L71
100.00'
N64'00'37"W
L72
101.93'
N8'18'30"E
L73
100.00'
S81'41'30"E
L74
160.00'
N8'18'30"E
L75
39.60'
N10*10'57"E
L76
16.19'
N60'30'02"W
L77
40.00'
N65'07'S5"W
L78
45.23'
N70'03'50"W
L79
50,00'
N75'34'46"W
L80
59.94'
N$1'56'49"W
LINE TABLE
LINE #
LENGTH
DIRECTION
L81
40.07'
N87'46'27"W
L82
40.00'
S87'22'06"W
L 1-83
40.00'
S82'29'27"W
L84
40.00'
S77'36'48"W
L85
55.35'
S71'20'57"W
L86
50.00'
S66'11'31 "W
L87
53.34'
S58'45'56"W
L88
40.00'
S53'22'43"W
L89
40.00'
S48'30'03"W
L90
40.00'
S43'37'23"W
L91
40.00'
S39'06'50"W
L92
39.92'
S38'12'06"W
L93
40,08'
S36'50'03"W
L94
40.00'
S34'11'49"W
L95
40.00'
S31'33'44"W
L96
40.00'
S28'55'40"W
L97
40.00'
S26'49'49"W
L98
40.05'
S26'39'30"W
L99
100.00'
N63'20'30"W
L100
20.00'
S26'39'30"W
L101
100.00'
S63'20'30"E
L102
240.00'
S26'39'30"W
L103
100.00'
N63'20'3011W
L104
116.17'
N52'51'39"W
L105
75.87'
N58'29'10"W
L106
155,87'
1 S30'56'51"W
L107
1299.50'
1 S87'22'21"E
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
Cl
20.14'
50.00'
23'04'26"
C2
13.17'
185.00'
4'04'49"
C3
15.30'
215.00'
4'04'40"
C4
55.97'
280.00'
11 *27'14"
C5
44.23'
54.00'
46'55'44"
C6
26.42'
26.00'
58*13'51"
C7
227.21'
50.00'
260'22'05"
C8
7.51'
595.00'
0'43'25"
C9
29.23'
325.00'
5'09'09"
C10
13.72'
925.00'
0'50'59"
C11
56.39'
925.00'
3'29'35"
C12
131.20'
355.00'
21 *10'28"
C13
10.99'
155.00'
4'03'47"
C14
17.20'
215.00'
4'35'06"
C15
4.30'
155,00'
1'35'20"
C16
48.20'
280.00'
9'51'47"
C17
7.77'
280.00'
1'35'27"
C18
5.13'
185.00'
1'35'20"
C19
5.97'
75.00'
4'33'47"
C20
5,96'
45.00'
7'35'31"
C21
5.97'
75.00'
4'33'47"
C22
2.97'
300.00'
0'34'00"
C23
13.72'
925.00'
0'50'59"
C24
4.84'
375.00'
0'44'25"
C25
15.60'
375.00'
2'22'59"
C26
27.06'
570.00'
2*43'11"
C27
21.36'
595.00'
2'03'25"
C28
20.01'
595.00'
1'55'37"
C29
41,37'
595.00'
3'59'02"
C30
8.30'
655.00'
0'43'33"
Z?l
PN R • Sy\
&
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
C31
24.05'
595.00'
2'18'56"
C32
20.00'
655.00'
1'44'58"
C33
15.35'
155.00'
5'40'21"
C34
19.81'
1030.00'
1'06'07"
C35
5.56'
630.00'
0'30'19"
C36
0.90'
970.00'
0'03'12"
C37
12.56'
570.00'
1 *15'45"
C38
3.93'
275.00'
0*49'10"
C39
4.29'
300.00'
0*49'10"
C40
4.65'
325.00'
0'49'10"
C41
15.01'
570.00'
1'30'33"
C42
2.97'
300.00'
0'34'00"
C43
3.90'
50.00'
4'28'25"
LARSON
AND ASSOCIATES
LAND SURVEYORS
ENGINEERS
49290 a�
1 ULJ L�� I
PLANNERS
�GISTL�'9 4�
��►'AI LA2t9 S� 9027 PACIFIC AVENUE, SUITE 4
9416 FP PH 2&4 TACOMA, WASHINGTON 98444-6247
04/19/2022 (253)474-3404 / FAX (253)472-7358 ���C�
imm
STETSON HEIGHTS, A PLAT COMMUNITY, PHASE II
A PORTION OF THE NW 1/4, NE 1/4, & SE 1/4 OF THE SW 1/4 AND OF THE NW 1/4 & SW 1/4 OF THESE 1/4, ALL IN SECTION 10, TOWNSHIP 23
NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN, CITY OF PORT ORCHARD, KITSAP COUNTY,WASHINGTON
LOT #
ADDRESS
PARCEL NO.
104
1006 SW PENDLETON WAY
105
1012 SW PENDLETON WAY
106
1020 SW PENDLETON WAY
107
1036 SW PENDLETON WAY
108
1048 SW PENDLETON WAY
109
1056 SW PENDLETON WAY
110
1066 SW PENDLETON WAY
111
1076 SW PENDLETON WAY
112
5935 ADDISON ROAD SW
113
5945 ADDISON ROAD SW
114
5953 ADDISON ROAD SW
115
5965 ADDISON ROAD SW
116
6011 ADDISON ROAD SW
117
6019 ADDISON ROAD SW
118
6029 ADDISON ROAD SW
119
6039 ADDISON ROAD SW
120
6047 ADDISON ROAD SW
121
6055 ADDISON ROAD SW
122
6061 ADDISON ROAD SW
123
6103 ADDISON ROAD SW
124
6111 ADDISON ROAD SW
125
6102 ADDISON ROAD SW
126
6056 ADDISON ROAD SW
127
6048 ADDISON ROAD SW
128
6040 ADDISON ROAD SW
129
6032 ADDISON ROAD SW
130
6024 ADDISON ROAD SW
131
6016 ADDISON ROAD SW
132
6008 ADDISON ROAD SW
133
5964 ADDISON ROAD SW
134
5956 ADDISON ROAD SW
135
5948 ADDISON ROAD SW
136
5940 ADDISON ROAD SW
137
5932 ADDISON ROAD SW
138
1106 SW PENDLETON WAY
139
1120 SW PENDLETON WAY
140
1130 SW PENDLETON WAY
141
1142 SW PENDLETON WAY
142
1152 SW PENDLETON WAY
143
1164 SW PENDLETON WAY
144
1194 SW PENDLETON WAY
145
1208 SW PENDLETON WAY
146
1216 SW PENDLETON WAY
147
1226 SW PENDLETON WAY
148
1240 SW PENDLETON WAY
149
1248 SW PENDLETON WAY
150
1254 SW PENDLETON WAY
151
1260 SW PENDLETON WAY
152
1268 SW PENDLETON WAY
153
1278 SW PENDLETON WAY
154
1286 SW PENDLETON WAY
155
1296 SW PENDLETON WAY
156
1308 SW PENDLETON WAY
157
1316 SW PENDLETON WAY
158
1320 SW PENDLETON WAY
159
1328 SW PENDLETON WAY
160
1336 SW PENDLETON WAY
LOT #
ADDRESS
PARCEL NO.
161
1340 SW PENDLETON WAY
162
1337 SW PENDLETON WAY
163
1329 SW PENDLETON WAY
164
1321 SW PENDLETON WAY
165
1313 SW PENDLETON WAY
166
1281 SW PENDLETON WAY
167
1273 SW PENDLETON WAY
168
1265 SW PENDLETON WAY
169
1257 SW PENDLETON WAY
170
1249 SW PENDLETON WAY
171
1241 SW PENDLETON WAY
172
1233 SW PENDLETON WAY
173
1225 SW PENDLETON WAY
174
1217 SW PENDLETON WAY
175 11209
SW PENDLETON WAY
176
1201 SW PENDLETON WAY
177
1193 SW PENDLETON WAY
178
1185 SW PENDLETON WAY
179
1177 SW PENDLETON WAY
180
1169 SW PENDLETON WAY
181
1161 SW PENDLETON WAY
182
1153 SW PENDLETON WAY
183
1145 SW PENDLETON WAY
184
1137 SW PENDLETON WAY
185
1129 SW PENDLETON WAY
186
1121 SW PENDLETON WAY
187
1113 SW PENDLETON WAY
188
1105 SW PENDLETON WAY
189
1097 SW PENDLETON WAY
190
1089 SW PENDLETON WAY
191
1081 SW PENDLETON WAY
192
1073 SW PENDLETON WAY
193
1065 SW PENDLETON WAY
194
1057 SW PENDLETON WAY
195
1049 SW PENDLETON WAY
196
1041 SW PENDLETON WAY
197
1033 SW PENDLETON WAY
198
1025 SW PENDLETON WAY
199
1017 SW PENDLETON WAY
200
1009 SW PENDLETON WAY
288
1037 SW SEDGE STREET
289
1031 SW SEDGE STREET
290
6064 LADD COURT SW
291
6060 LADD COURT SW
292
6056 LADD COURT SW
293
6048 LADD COURT SW
294
6040 LADD COURT SW
295
6034 LADD COURT SW
296
6028 LADD COURT SW
297
6020 LADD COURT SW
298
6023 LADD COURT SW
299
6029 LADD COURT SW
300
6033 LADD COURT SW
301
6041 LADD COURT SW
302
6053 LADD COURT SW
303
6057 LADD COURT SW
304
6063 LADD COURT SW
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