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125-22 - Resolution - Plat Approval for Stetson Heights and Utility EasementDocuSign Envelope ID: 366C41B6-39C0-4829-969D-29AB17BB7F42 RESOLUTION NO. 125-22 A RESOLUTION OF THE CITY OF PORT ORCHARD, WASHINGTON, GRANTING FINAL PLAT APPROVAL OF AN 87-LOT, 6-TRACT PLAT KNOWN AS STETSON HEIGHTS PHASE 3 AND ACCEPTING A UTILITY EASEMENT. 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 May 24, 2022, the City approved the final plat of Phase 2 (and 4) of the Stetson Heights subdivision; and WHEREAS, on August 29, 2022, application for final plat of Phase 3 of the Stetson Heights subdivision was made; and WHEREAS, as a condition of subdivision approval for the Stetson Heights preliminary plat, the construction of a Water Booster Pump Station was required to serve the subdivision and make improvements to the City's overall water service in the City of Port Orchard; and WHEREAS, the Water Booster Pump Station required to serve the development was constructed on Tract A, Stetson Heights Phase 1, according to the plat recorded in Vol 35 of Plats, Page(s) 147-156, records of Kitsap County, also referred to under tax parcel number 5687-000-104-0004 which is owned by the Stetson Heights Homeowners Association; and WHEREAS, the Stetson Heights Homeowners Association has provided a draft easement for acceptance by the City, a permanent utility easement to inspect, construct, reconstruct, grade and slope, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area described in the Easement for all public purposes and the right to ingress and egress to the Water Booster Pump Station; 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 DocuSign Envelope ID: 366C41B6-39C0-4829-969D-29AB17BB7F42 Resolution No. 125-22 Paae2of12 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 3 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 Plat of Stetson Heights Phase 3 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 3, as illustrated and as legally described in Exhibit A, attached hereto. THAT: The Stetson Heights Phase 3 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 Port Orchard City Council approves of and authorizes the Mayor to accept a Utility Easement (Water Booster Pump Station Easement) from the Stetson Heights Homeowners Association, and to execute all documents necessary to effectuate this authorization as shown on Exhibit B. THAT: The Resolution shall take full force and effect upon passage and signatures hereon. DocuSign Envelope ID: 366C41B6-39C0-4829-969D-29AB17BB7F42 Resolution No. 125-22 Paae3of12 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 13t" day of December 2022. Er DcuSigned by: 6 P4aAtA,SW 3696492E3F5847D... Robert Putaansuu, Mayor ATTEST: Brandy Wallace, MMC, City Clerk DocuSign Envelope ID: 366C4lB6-39C0-4829-969D-29AB17BB7F42 DEDICATION STETSON HEIGHTS, A PLAT COMMUNITY, PHASE III A PORTION OF THE NORTH 1/2 OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 1 EAST OF THE WILLAMETTE MERIDIAN, CI-lY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 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 COUNTY TREASURER APPROVAL 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 \NAIVE 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 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 STETSON HEIGHTS, RECORDED UNDER KITSAP COUNTY RECORDING NO. 202205020338 (FIRST), 202205260180 (SECOND), AND (THIRD) RESPECTIVELY. TRACT I-1 IS AN ACTIVE RECREATION TRACT, TRACT I-2 IS A STORMWATER TRACT, TRACT I-3 IS A PASSIVE RECREATION AND CRITICAL AREA TRACT, TRACT I-4 IS A PRIVATE ROAD AND UTILITIES TRACT, TO BE DEDICATED TO THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION. THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACTS. TRACTS I-5 AND I-6 ARE ENCROACHMENT TRACTS, TO BE DEDICATED TO AND MAINTAINED BY THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION . IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS AND SEALS THIS VDAY OF 2021- SHOR, LLC, A WASHINGTON LIMITED LIABILITY COMPANY L IVANOV ITS: MAQl1kGINyMEffBER SSHI, LLC, A DELAWARE LIMITED LIABILITY COMPANY DBA D.R. HORTON BY:S'5?T01MF WASHINGTON, INC., A WASHINGTON CORPORATION, ITS SOLE MEMBER __ � Ice, Presicl��t BY: ITS: BRMK LENDING, ILL , A DELAWARE LIMITED LIABILITY COMPANY 24 14-rullow, lkt-No Or BY: IT'S: OWNER AND LENDER ACKNOWLEDGEMENTS STATE OF OREGON ) )ss COUNTY OF _) OF 20 01 A BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN ON THIS DAY AND FOR THE STATE OF OREGON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED KIRIL IVANOV, TO ME KNOWN TO BE THE MANAGING MEMBER OF SHOR, L.LC., A WASHINGTON LIMITED LIABILITY COMPANY, THE COMPANY THAT EXECUTED THE —0 FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT OF AND DEED OF SAID c�ia Ci 60> COMPANY, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT (HE/SHE/THEY) (IS/ARE) AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. I��t DAY OF A jze6er 20 C C GIVEN UN R MY HAND AND,SEArOF OFFICE THIS -..l9 N ZwS K Z n7w�c O , `, NOTARY B IN ND FOR THE STATE OF OREGON ® �� i ® 0 ®' �' PRINTED NAME: 1ti/O, VF,6 MY COMMISSION EXPIRES: G5 OM CO) a, STATE OF WASHINGTON ) At )SS COUNTY OF I 1 `� 6 ON THIS Z� ' DAY OF N(�V�CVhIO{f'' 20U BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE QF WAS NGTON}�ULY COMMISSIONED AND SWORN, PERSONALLY APPEARED I-tyM JQHKSgrI TO ME KNOWN TO BE V S .44 OF SHLR OF WASHINGTON, INC. A WASHINGTON CORPORA-RON, 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 ``011111if/11' CORPORATION, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT (HE�/THEY) DARE) %% -(jA HUj Ij� AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. �� ��'.-••""••..QG� � GIV •,% �� QPo�• � rQo•d'A�Z UNDE Y HAND AND EAL QF OFFICE THISZR DAY OF vV f4Lft &&- 202 Z. o NOTARY Co.PUBLIC 2 NOTARY PUBLIC IN AND FOR E STATE OF WASHINGTON i.a • � �k O w' 0-15 PRINTED NAME: YiI h Cu1 Vl y MY COMMISSION EXPIRES:do • 01 • z ''i� �y ASNe\a ®%® fffllill� STATE OF WASHINGTON COUNTY OF )SS ON THIS DAY OF 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND \����Nl lElllll�l� FOR THE STATE OF WASHINGTON DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED DANIEL HIRSTY, TO ME KNOWN TO BE,,\ �� .'ion B��/��i THE NATIONAL HEAD OF ASSET MANAGEMENT OF BRMK LENDING, LLC., A DELAWARE LIMITED LIABILITY COMPANY, THE COMPANY A, ��� 3-20 1 2 THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT SAID INSTRUMENT TO BE THE FREE AND �Q o O� �' s'•, VOLUNTARY ACT OF AND DEED OF MAID COMPANY, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED TF�AT : V \AOTARY (HE/SHE/THEY) (IS/ARE) AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. < TuBocM Qj GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF 20 TO�NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON 0� 1111WOr\\\��� 17 PRINTED NAME: It �,-u mt N � r -( MY COMMISSION EXPIRES: � 4r.1v 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 all APPROVED BY THE CITY COUNCIL OF THE CITY OF PORT ORCHARD. ATTEST: CITY CLERK MAYOR CITY ENGINEER APPROVAL DATE DATE 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. 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 FINANCE DIRECTOR COUNTY AUDITOR FILED AT THE REQUEST OF 20 AND RECORDED IN VOLUME COUNTY, WASHINGTON. COUNTY AUDITOR 20 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, EXAMINED AND APPROVED THIS _ DAY OF 20_ COMMUNITY DEVELOPMENT DIRECTOR ENGINEER 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 SURVEYOR'S CERTIFICATE 20 I, THOMAS E. BATTEY, 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. 7—,A s Lr Ir Y s �Y"iaT Z 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 CT FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT. t����lllt,itii GIVEN UNDER MY HAND AND SEAL OAF OFFICE THIS DAY OF A t N� +lI- NOTARY PUBLIUN AND FOR THE STATE OF PRINTED NAME: MY COMMISSION EXPIRES: M 1 wUac �~ �M s r 177663 = i (/1 i a,. ! J' 1hN9N�M++',' Ci l�lllo Op WAS741, I'ttittllN\����01 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 3 0.85' IN CASE VISITED 2/26/2020 3 2 9 10 10 ------ — 10 11 N 1/4 CORNER SECTION 10 CALCULATED POSITION I I I CENTER SECTION 10 3/4" IRON PIPE UP 0.4' 0.3' N & 0.4' E OF CALCULATED POSITION p VISITED 6/30/2020 I =� E 1/4 CORNER SECTION 10 I 3" BRASS DISK W/ 'X' & W 1/4 CORNER SECTION 10 r9 PUNCH SET IN CONC CALCULATED POSITION DOWN 0.95' IN CASE 10 VISITED 2/26/2020 —-------_ SW PENDLETON WAY 11 9 PHASE II 10 — — — 10 I WAVERLY ��3:: RD SW Off' SITE <� I ��o I 1 / Of I w SW CORNER SECTION 10 I �� Z 0 2" BRASS DISK W/'X& p V) 'NE/16' AT SURFACE VISITED 2/26/2020 o O SW SEDGE ST z 9 10 PHASE II Ld 10 -j 16 15 �— — — 10 11 15 S 1/4 CORNER SECTION 10 15 14 3" BRASS DISK W/ 'X' & SE CORNER SECTION 10 PUNCH MARKED "KITSAP 3" BRASS DISK W/'X' & COUNTY, T23N, R1E, 10/15" PUNCH DOWN 0.85' IN CASE VISITED 2/26/2020 VISITED 2/26/2020 wt LARSON AND ASSOCIATES LAND SURVEYORS ENGINEERS PLANNERS ETACOMAA, ACIFIC AVENUE, SUITE 4 9416 FP PH 3 WASHINGTON 98444-6247 11/28/20224-3404 / FAX (253)472-7358��' DocuSign Envelope ID: 366C41B6-39C0-4829-969D-29AB17BB7F42 STETSON HEIGHTS, A PLAT COMMUNITY, PHASE III 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 FOR THE REPAIR, REPLACEMENT AND MAINTENANCE OF ALL FENCING AND SIGNAGE WITHIN STORM DRAINAGE TRACTS. GENERAL UTILITY (EASEMENT NOTES 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 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 TECHNIQUE=S. THIS INCLUDES, BUT IS NOT LIMITED TO, DAMAGE TO PAVEMENT OR VEGETATED AREAS CAUSED BY MAINTENANCE TRUCKS. 7. DECLARANT HEREBY RESERVES, GRANTS, AND CONVEYS TO UTILITY 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. 8. NO PERMANENT STRUCTURES SHALL BE INSTALLED WITHIN UTILITY EASEMENTS. PRIVATE STORM DRAINAGE EASEMENT NOTES 9. 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. 10. LOTS 201-206, 208-218, 220-223, 225, 228-230, 232-235, 237, 238, 240-242, 244-249, 251-253, 256, 259, 261-269, 273-276, 278-282, & 284-287 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. 11. LOTS 208, AND A PORTION OF LOT 209 ARE SUBJECT TO A PRIVATE STORM DRAINAGE EASEMENT WHICH IS OF VARIABLE WIDTH RANGING FROM THREE (3) TO FIFTEEN (15) FEET, SAID PRIVATE STORM DRAINAGE EASEMENT IS FOR THE PURPOSES OF INSTALLING AND MAINTAINING PRIVATE STORM DRAINAGE BYPASS 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 228-233, AS SHOWN ON SHEET 4. 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. TRACT I-1 IS AN ACTIVE RECREATION TRACT. THE MAINTENANCE OF SAID TRACT IS THE RESPONSIBILITY OF THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION (HOA). 14. TRACT I-2 IS A STORMWATER TRACT. THE MAINTENANCE OF SAID TRACT IS THE RESPONSIBILITY OF THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION (HOA). 15. TRACT I-3 IS A PASSIVE RECREATION AND CRITICAL AREA TRACT. THE MAINTENANCE OF SAID TRACT IS THE RESPONSIBILITY OF THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION (HOA). 16. USE OF THE PORTION OF TRACT I-3 DESIGNATED AS THE CRITICAL AREAS CONTAINING WETLANDS, STREAM AND ASSOCIATED BUFFERS (SENSITIVE AREA) IS SUBJECT TO POMC CHAPTER 20.162 CRITICAL AREAS REGULATIONS, AS SUCH REGULATIONS NOW EXIST OR HEREAFTER MAY BE AMENDED, THE DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS AND RESTRICTIONS FOR STETSON HEIGHTS AND ANY RULES OF THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION. NO SITE -DISTURBING ACTIVITY IS PROPOSED TO OCCUR ON TRACT I-3 AT THIS TIME. 17. TRACT I-4 IS A PRIVATE ROAD AND UTILITIES TRACT. THE MAINTENANCE OF SAID TRACT IS THE RESPONSIBILITY OF THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION (HOA). 18. TRACT I-5 AND TRACT I-6 ARE ENCROACHMENT TRACTS. THE MAINTENANCE OF SAID TRACTS IS THE RESPONSIBILITY OF THE STETSON HEIGHTS HOMEOWNERS ASSOCIATION. TITLE REPORT EXCEPTIONS (PER FIDELITY NATIONAL TITLE INSURANCE COMPANY GUARANTEE NO. 611320158, DATED NOVEMBER 10, 2022) 1. 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 BOUNDARY LINE ADJUSTMENT: RECORDING NO: 201802150061 (DOES NOT AFFECT SUBJECT PROPERTY) 2. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: PUGET SOUND ENERGY PURPOSE: CONSTRUCT, OPERATE, MAINTAIN, REPAIR, REPLACE, IMPROVE, REMOVE, UPGRADE AND EXTEND ONE OR MORE UTILITY SYSTEMS RECORDING DATE: MAY 31, 2018 RECORDING NO.: 201805310104 (DOES NOT AFFECT SUBJECT PROPERTY) 3. ANY RIGHTS, INTERESTS, OR CLAIMS WHICH MAY EXIST OR ARISE BY REASON OF THE FOLLOWING MATTERS DISCLOSED BY SURVEY, RECORDING DATE: OCTOBER 2, 2018 RECORDING NO.: 201810020216Y) MATTERS SHOWN: BOUNDARY LINE ADJUSTMENT (ENCOMPASSES ENTIRE SITE) 4. 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 BOUNDARY LINE ADJUSTMENT: RECORDING NO: 201810020219 (ENCOMPASSES ENTIRE SITE) 5. NOT SURVEY RELATED 6. NOT SURVEY RELATED 7. 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 THE PLAT OF STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I: RECORDING NO: 202102120310 (ENCOMPASSES ENTIRE SITE) 8. NOT SURVEY RELATED 9. NOT SURVEY RELATED 10. SIDE SEWER EASEMENT RECORDING DATE: FEBRUARY 12, 2021 RECORDING NO.: 202102120314 WIDTH: 8 FEET (DOES NOT AFFECT SUBJECT PROPERTY) 11. NOT SURVEY RELATED 12. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: PUGET SOUND ENERGY, INC. PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE, TOGETHER WITH NECESSARY APPURTENANCES RECORDING DATE: SEPTEMBER 7, 2021, RECORDING NO: 202109070219 (SHOWN AS E1 UTILITIES EASEMENT) 13. NOT SURVEY RELATED 14. NOT SURVEY RELATED 15. NOT SURVEY RELATED 16. NOT SURVEY RELATED LEGAL DESCRIPTION (PER FIDELITY NATIONAL TITLE INSURANCE COMPANY GUARANTEE NO. 611320158, DATED NOVEMBER 10, 2022) TRACT I, STETSON HEIGHTS, A PLAT COMMUNITY, PHASE I, ACCORDING TO THE PLAT RECORDED IN VOLUME 35 OF PLATS, PAGE(S) 147 THROUGH 156, INCLUSIVE, RECORDS OF KITSAP COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KITSAP, STATE OF WASHINGTON. BUILDING SETBACKS FRONT YARD: 15' REAR YARD: 10, SIDE YARD: 5' 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.). SHEET INDEX SHEET 1 DEDICATION, SIGNATURES SHEET 2 LEGAL DESCRIPTION, NOTES SHEET 3 SECTION VIEW, SITE SHEET 4 MAP SHEET 5 MAP SHEET 6 MAP SHEET 7 MAP SHEET 8 LINE & CURVE TABLES SHEET 9 LOT ADDRESS TABLE 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 9 LARSON AND ASSOCIATES LAND SURVEYORS ENGINEERS PLANNERS 9027 PACIFIC AVENUE, SUITE 4 9416 FP PH 3JTACOMA, WASHINGTON 98444-6247 11 �28�2022 (253)474-3404 /FAX (253)472-7358 ��� DocuSign Envelope ID: 366C41B6-39C0-4829-969D-29AB17BB7F42 STETSON HEIGHTS, A PLAT COMMUNITY, PHASE III 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 3 10 N 1 /4 CORNER SECTION 10 CALCULATED POSITION I �7 In IIII Ki v I � N 10 CENTER SECTION 10 w 3/4" IRON PIPE UP 0.4' M E 1/4 CORNER SECTION 10 _ 0.3' NORTH OF LINE ,M 3" BRASS DISK W/ 'X' & J VISITED 6/30/2020 IN \ PUNCH SET IN CONC 9 - - - - -__ - _ S_ 8T33'38_'E 2,601.77' K z DOWN 0.95' IN CASE �W 1/4 CORNER 1,270.02' SECTION 10 /_� S87'33'38"E 2,607.78' VISITED 2/26/2020 CALCULATED POSITION I _____-__417.66' - 420.26 2190. - - ---- - I M f0 0 TRACT I 6 _ H TRACT I-5 S87*27'59"E 1,270.02' G AN N cNP o'0 a PHASE LINE N N , ? O N N ti U � TRACT 1-2 w � N v �^� A� 85.66' �Q SW FIELDER P C27 N N cp O C2 N N rn w N N N h0' 0) 39 N " N ro 30.51' / 1Z� WTRACT I- 4 238 0 ry`' $ 8� ?R 3 ?2 6 2�? 233 237 / STETSON HEIGHTS, PHASE I \ Q / a� 3 TRACT I-1 N 2�2 236 28A ?10 -1 z 2�1 235 N N N N w N n 00 2©4 / C ti ti Q C14 o 234 N N N N N N N ?O I O (p / S / ' 0 � \ SW PENDLETON WAY r' 2 / Z N\ 5 ti ryry� 227 207 E 226 224 N N N N °' °° _� <r , N o � p N N co N 225 20,,p, 1 N N N N N N 8 O `i!y \\ Q)04 ��Q� N8TI Z 22'21"W 1,299.50' ) ri i D Sod J� y6$ SEE LINE AND CURVE _ I I I I w i TABLES ON SHEET 8 Icn N / = o L I zcn I o p I� IC ----- i SW SEDGE STREET - - - - _ STETSON HEIGHTS PHASE I \'- - LEGEND MONUMENT FOUND AS NOTED B A ® SET KITSAP COUNTY STANDARD ROAD MONUMENT 200 0 200 400 SCALE IN FEET 0 CORNER FOUND AS NOTED I INDEX: IN THE N 1/2 OF THE SW 1/4, SEC 10, TWP 23 N, KITSAP STANDARD MONUMENT SET FOR PHASES I, II, & IV `r Ln I RGE 1 E, W.M. � SHEET 3 OF 9 O SEE FOUND CORNER DESCRIPTIONS ON SHEET 8 _ _� LO Ln (n o �I 5 E. g LARSON SW CORNER SECTION 10 2" BRASS DISK W/'X' & 'NE/16' AT SURFACE A of wAsx / AND ASSOCIATES VISITED 2/26/2020 �, o� t4 ��� _ ; S 1/4 CORNER SECTION 10 9 10 3" BRASS DISK W/ 'X' & 16 15 ` -'-- - --___ _ - -PUNCH MARKED "KITSAP COUNTY, T23N, R1E, 10/15' VISITED 2/26/2020 LAND SURVEYORS ENGINEERS PLANNERS 9027 PACIFIC AVENUE, SUITE 4 9416 FP PH 3 TACOMA, WASHINGTON 98444-6247 r,. 11 /28/2022 (253)474-3404 /FAX (253)472-7358 ch 15 DocuSign Envelope ID: 366C41B6-39C0-4829-969D-29AB17BB7F42 co STETSON HEIGHTS, A PLAT COMMUNITY, PHASE III 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 CONTINUED ON SHEET 5 777- N2'20'18"E 659.75' 4• 0 40 i• SCALE IN FEET SEE LINE AND CURVE TABLES ON SHEET 8 EET4OF9 LARSON AND ASSOCIATES III LAND SURVEYORS ENGINEERS PLANNERS FTACOMA, ACIFIC AVENUE, SUITE 4 9416 FP PH 3 WASHINGTON 98444-624711/28/20224-3404 /FAX (253)472-7358 0 g DocuSign Envelope ID: 366C41B6-39C0-4829-969D-29AB17BB7F42 I I I II I i I SEE DETAIL N AREA SHEET 6 0000 STETSON HEIGHTS, A PLAT COMMUNITY, PHASE III 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 CONTINUED ON SHEET 6 40 0 40 80 279 SCALE IN FEET � 216 � I 249 � � , � 265 -- -- - -- -- 30' 30' 40 I 0 278 o I N2'39'36"E 122.66' 0' N 0 3,985 SF I o 0 217 0 sa 13'4a E ' o N00 a 13'4a'w 100.0o TRACT 1-1 cn C6I I 4,907 SF CD 248 0 266 0 �; LO LO 4,000 SF ' v7 �' 4,000 SF Ns ACTIVE '¢ S2'39'36"W 99.63' 1 0 I o o -`V o 277 I � N2'39'36"E 122.69' o MENT g' RECREATION o - o N 10' UTILIC�ES EAo ,00' N 00' 0 75,005 SF 00 3,985 SF 00 0o I 21 0 0 8 P S87 A S "E ' P. o � N813' 48"w 100. �o o cn I� ° LO 1w 4,908 SF N 247 $ J 2 6 7 o S2'39'36"W 99.63' 4,000 SF ' to 4,000 SF 40 N 276 N2'39'36"E 122.71' n o SS 1348"E 100.00' ' Na 1S4a"w 100.00' 0 3,985 SF 00 219 0 g , ci 4 909 SF o o � I LO 246 ' o I 268 0 10' UTILITIES EASEMENT --I > 4,000 SF P. 4,000 SF S2'39'36"W 99.63' 1 0 p0' SEMENT o 275 b I N2'39'36"E 122.73' sa 13'48E 10, UT�UITIES EA o 3,985 SF I 0 z 220 "w 100.00 O 0 0 $ Ng 13'48 0 o0 4,910 SF 245 0 269 o S2'39'36"W 99.63' J 4,000 SF 1 o 4,000 SF I p 0 o F 1p0.00' 0 1 0 274 o I �W N2'39'36"E 122.76' 0 x \ S0713,48 " Na 48"w 100.00' 2�� 0 3,985 SF t � 0 221 g CD Lo o I 4,911 SF o Z 244 ) , L13 0�,=-4 S2'39'36"W 99.63' ( N °� N 4,115 SF71 C28 ` 270 b 273 b N2'39'36"E 122.78' N `" "w 100.00 v 6,901 SF o 0 3,985 SF o 0 222 D r" Z. ci I 4,912 SF o z \ \ S2'39'36"W 99.63' 243 �, t`L 30' 30' I-- 10' UTILITIES EASEMENT 440 ,897 SF °`t `� �y, \ ��\ 5�° b 272 N2'39'36"E 122.80' Oo a �Q. 0 3,985 SF I o I 0 223 0 o 10° �s0 \\'�• 14- 0 I 4,912 SF 0 S2'39'36"W 99.63' / 242 ����; ,p c 4.89' 4,897 SF N2'39'36"E 122,82' �� G3 271 �� s�S �2oA9¢S?" ~ 0 4,813 SF 0 .� a� �, 00, s' >>6� b 224 ,p\� (\2 �1ti �,0 J6 1 _ h° 8,497 SF F 241 .01 99' L11 L12 __ C11� �/� m 4,897 SF �\ N 64.73' _ p.ga00°� , I 0)2690 7 S8'2=_64.73' I '� L2C18 p AO3711'23" R`p S 00 \ 0 N C9 ��SIN FIELDER PLq�,' >F 240 0 046 E \ 76.13, O _ cv 64 4,897 SF °°. \ ` =45 .73' 40.00, C10 45 S14'08'29 W % " 186. i05. 00 -__ 15.90, .47' 130.67' 70' 11p S7' TRACT 1-2 47, L10 239 o16.30— 29.57� - STORMWATER ti s8 ��, 4,897 SF o 0 ' 8.43' 85.20• N V_ 125,653 SF R`''�A.6' �`''� �0 238 0� o � �� I � o 08F o� 4,897 SF 237 N c15 c� l 6 236 0 0 ��-� L1 4,586 SF M 4,000 SF w 235 N v 00\\ C17 N37 5896, Z M 4,538 SF 234 `sue; °'0 • , �,,� L9 LEGEND �9;9F co M o 4,917 SF N �j I 8¢33" R= 0.0d ® SET KITSAP COUNTY STANDARD ROAD MONUMENT N 00 ^ I PO 5. 00 U) o CORNER FOUND AS NOTED N2p249"� 51 Z I '\ ^ I 227 � o KITSAP STANDARD MONUMENT SET FOR PHASES I, II, & IV 85 15 18.5' 6,078 SF E N10'37'45" 40.00' w • SET REBAR &CAP, BATTEY 30425 N8'22'26"E 50.2 49 C13 1 N 226 225 N12•51" `� 1" BRONZE DISK SET IN SIDEWALK, BATTEY 30425 CONTINUED ON SHEET 4 E N14.0g94 I h 4,207 SF � 5,787 SF CORNER SET FOR PHASE II, SHAW 49290 E I I N V) SHEET 5 O (NR) NON -RADIAL BEARING O® RADIAL BEARING SEE FOUND CORNER DESCRIPTIONS ON SHEET 8 -- BARB WIRE FENCE HOG WIRE FENCE WOOD FENCE SEE LINE AND CURVE TABLES ON SHEET 8 LARSON AND ASSOCIATES LAND SURVEYORS ENGINEERS 10 PLANNERS 9027 PACIFIC AVENUE, SUITE 4 9416 FP PH 3 TACOMA, WASMNGTON 98444-6247 1 1 /28/2022 (253)474-3404 / FAX (253)472-7358 ��� DocuSign Envelope ID: 366C41B6-39C0-4829-969D-29AB17BB7F42 255 N8'00'49"E 8 254 4,546 SF S2'35'34"W 100.97' 253 0 4,038 SF S2'35'34"W 100.93' 252 LO 4,323 SF SEE DETAIL 1 AREA BELOW NO.35'20"W 101.36' �J-- 7.52' 251 ! 1 4,700 SF I � I I � 100.00' ' S8 13 48"E TRACT I-5 I 2.9' -- i ENCROACHMENT I 1 250 TRACT I o 4,000 SF 345 SF I o 100.00, Iwo I Sg13' 48"E I zo z 0.1' N Q -1 249 1Yw� l0 4,000 SF I 23 1 P. I 6.9' - STETSON HEIGHTS, A PLAT COMMUNITY, PHASE III 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 f 4I1 to 0 I o LO d U CN I0PO � 1 1 �� ! rn O I-00 to CD OO) N 0) 0) 0) rl- N 1__ Iz Z LO N rl� M 0 N 0 �3111 I c� OD 1 � 1 � o �1 0 rn 0 1 o Y ` o (� rn 25' c, 25' 0- IN I 13, 48"E 100.00, Sg 248 I I 4,000 SF r A- / o Ep,SEMEN \� 0.5' w 10' UTILITIES 48"E 100•p0, 58 AS 247 ^ �; 0 4,000 SF / z rn o I o 13 0' 48"E 100.00, 1 -� S 1 Ln 246 S23201 W 1 3.00' i r00 1 ry 1 I I I 1 1 I 1 I I q 1 1 i TRACT 1-2 STORMWATER i 0, u; 125,653 SF I I ) - r N N � I I I z z 1 1 I I 1 TRACT 1-5 I ENCROACHMENT TRACT N2'32'01 "E 1 345 SF I 3.00' r DETAIL AREA SCALE: 1" = 30' 259 N13-i3' 100.00, 260 4,991 SF N2'35'34"E 100.00' 261 4,000 SF N2'35'34"E 100.00' 262 4,967 SF Ng 13' 1100 263 4,000 SF Ng 13' 48"W 100.00, 264 4,000 SF w O N O N - C m Ng 13' 48"w 100.00' 265 4,000 SF Na 13 48"W 100.00 266 4,000 SF 01 0 Ng 1348"W 100.00' 267 4,000 SF Ng 13' 48" w 100.00, 268 LEGEND ® SET KITSAP COUNTY STANDARD ROAD MONUMENT O CORNER FOUND AS NOTED S KITSAP STANDARD MONUMENT SET FOR PHASES I, II, & IV • SET REBAR & CAP, BATTEY 30425 CORNER SET FOR PHASE II, SHAW 49290 (NR) NON -RADIAL BEARING (R) RADIAL BEARING —x X BARB WIRE FENCE # # HOG WIRE FENCE WOOD FENCE 0 o 0 0 CONTINUED ON SHEET 7 0 0 0 0 TRACT 1-1 0 d' ACTIVE RECREATION 75,005 SF 0 0 0 0 O 0 0 �d of N LO S2'39'36"W 99.63' 283 3,985 SF S2'39'36"W 99.63' 282 3,985 SF S2'39'36"W 99.63' 281 3,985 SF S2'39'36"W 99.63' 280 3,985 SF S2'39'36"W 99.63' 279 3,985 SF S2'39'36"W 99.63' 278 3,985 SF 0 0 0 't 011 0 0 0 o 30' 0 I rn ``' S2'39'36"W 99.63' 0 0 277 0 3,985 SF o V) I � S2'39'36"W 99.63' 0 276 0 3,985 SF I 0 0 10' UTILITIES EASEMENT ---I S2'39'36"W 99.63' 275 CONTINUED ON SHEET 5 1 210 10' UTILITIES EASEMENT(TYP) N2'39'36"E 123.58' N I 211 4,909 SF N2'39'36"E 122.55' N2'39'36"E 122.55' 212 0 4,903 SF 0I I-- 10' UTILITIES EASEMENT(TYP) N2'39'36"E 122.57' 213 0 O 4,903 SF 0 N2'39'36"E 122.60' 214 QCD 0 4,904 SF 3 z N2'39'36"E 122.62' 0 215 0 4,905 SF z w 0- N2'39'36"E 122.64' U) 216 0 I 4,906 SF 0 � 30' N2'39'36"E 122.66' - I 217 0 ci 4,907 SF 00 LO w N2'39'36"E 122.69' N 0 I 218 LO 4,908 SF N2'39'36"E 122.71' 219 SEE LINE AND CURVE TABLES ON SHEET 8 0 0 0 0 0 0 0 0 0 0 0 0 O N C) N 00 r` �E. LARSON o OF ,RAs AND ASSOCIATES LAND SURVEYORS <<" x ENGINEERS ° PLANNERS 30425 w� ISTEgF.9 L LAI19 ETACOMA, 7 PACIFIC AVENUE, SUITE 4 9416 FP PH 3 WASHINGTON 98444-6247 11/28/202)474-3404 / FAX (253)472-7358 DocuSign Envelope ID: 366C41B6-39C0-4829-969D-29AB17BB7F42 STETSON HEIGHTS, A PLAT COMMUNITY, PHASE III 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 L5L 262 LEGEND ® SET KITSAP COUNTY STANDARD ROAD MONUMENT 0 CORNER FOUND AS NOTED KITSAP STANDARD MONUMENT SET FOR PHASES I, II, & IV • SET REBAR & CAP, BATTEY 30425 * CORNER SET FOR PHASE II, SHAW 49290 (NR) NON —RADIAL BEARING (R) RADIAL BEARING @ OI SEE FOUND CORNER DESCRIPTIONS ON SHEET 8 --ice— BARB WIRE FENCE HOG WIRE FENCE SEE LINE AND CURVE WOOD FENCE TABLES ON SHEET 8 w x a E- z0 o xC:)o a El ��� LLJ (Ono �' w x�r Ft F__q w x z 0 rn I f ; E" cf) SHEET 7 OF 9 LARSON AND ASSOCIATES LAND SURVEYORS ENGINEERS 10 PLANNERS ETACOMA, 7 PACIFIC AVENUE, SUITE 4 =FPPH WASHINGTON 98444-6247)474-3404 / FAX (253)472-7358 �� DocuSign Envelope ID: 366C41B6-39C0-4829-969D-29AB17BB7F42 STETSON HEIGHTS, A PLAT COMMUNITY, PHASE III 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 FOUND CORNER DESCRIPTIONS 5/8" REBAR & CAP O '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 O 5/8" REBAR & CAP 'KEGEL LS 14065 VISITED 2/28/2020 1.17' NORTH OF CALC CORNER O 5/8" REBAR & CAP 'KEGEL LS 14065 VISITED 2/28/2020 2.78' NORTH OF CALC CORNER O 5/8" REBAR & CAP F.A. KEGEL LS 14065' VISITED 6/24/2020 2.9' NORTH OF CALC CORNER O 5/8" REBAR & CAP F.A. KEGEL LS 14065' VISITED 6/25/2020 5.11' NORTH OF CALC CORNER 5/8" REBAR & CAP L '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 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 0.12' N14'08'29"E L2 3.60' S14'08'29"W L3 15.70' N36'01'57"W L4 3.50' N89'59'58"E L5 10.82' N32'49'34"W L6 3.27' S26'39'30"W L7 1.54' N16'49'37"E L8 11.42' N17'23'21"E L9 12.33' N14'08'29"E L10 2.15' S14'08'29"W L11 30.05' S8'22'26"W L12 34.68' S8'22'26"W L13 7.10' S81'46'12"W L14 4.28' S110'42"E L15 19.75' S8837'50"W L16 5.62' NO'32'18"W L17 19.73' N87'27'59"W L18 70.17' N17'23'21"E L19 92.84' N16'49'37"E L20 39.98' N15'56'08"E L21 160.00' N31'30'44"E L22 48.48' N29'51'00"E L23 100.00' N63'20'30"W L24 116.17' N52'51'39"W L25 75.87' N58'29'10"W L26 155.90' N30'56'51"E CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 15.67' 185.00' 4'51'14" C2 7.84' 185.00' 2'25'40" C3 7.83' 185.00' 2'25'34" C4 34.95' 185.00' 10*49'22" C5 30.22' 160.00' 10*49'22" C6 39.67' 210.00' 10*49'22" C7 11.66' 210.00' 310'54" C8 28.01' 210.00' 7'38'28" C9 18.22' 181,00' 5'46'03" C10 15.70' 156.00' 5'46'03" C11 8.22' 206.00' 2*17'13" C12 34.26' 25.00' 78'31'07" C13 4.24' 185.00' 1 *18'46" C14 5.23' 218.50' 1'22'16" C15 18.38' 25.00' 42'07'37" C16 21.03' 25.00' 48*11'23" C17 4.93' 50.00' 5'38'54" C18 21.03' 25.00' 48'11'23" C19 34.26' 25.00' 78'31'07" C20 76.33' 215.00' 20'20'31" C21 58.25' 50.00' 66'44'43" C22 21.24' 215.00' 5'39'41" C23 14.26' 215.00' 3'48'04" C24 34.81' 50.00' 39'53'25" C25 23.44' 50.00' 26*51'17" C26 11.37' 250.00' 2*36'19" C27 2.97' 300.00' 0'34'02" C28 4.90' 210.00' 1 *20'13" C29 28.87' 215.00' 7'41'33" C30 1.79' 215.00' 0'28'42" CURVE TABLE CURVE # LENGTH RADIUS DELTA C31 27.07' 215.00' 7*12'52" C32 28.31' 200.00' 8'06'38" C33 18.21' 215.00' 4'51'14" C35 40.71' 218.50' 10*40'29" C36 40.71' 218.50' 10'40'29" C37 40.71' 1 218.50' 10*40'29" C38 47.52' 218.50' 12'27'42" C39 40.78' 218.50' 10*41'36" C40 40.71' 218.50' 10*40'30" C41 40.59' 218.50' 10'38'33" C42 36.12' 218.50' 1 9*28'18" C43 46.69' 50.00' 5330'24" C44 42.79' 50.00' 49'02'05" C45 24.11' 210.00' 6'34'39" C46 40.00' 210.00' 10'54'49" C47 40.00' 210.00' 10'54'49" C48 1 40.00' 210.00' 10*54'49" C49 40.00' 210.00' 10*54'49" C50 40.00' 210.00' 10'54'49" C51 40.00' 210.00' 10*54'49" C52 28.38' 300.00' 5*25'15" C53 40.03' 300.00' 7'38'42" C54 40.03' 300.00' 7'38'42" C55 40.02' 300.00' 738'35" C56 47.96' 250.00' 10*59'28" C57 66.87' 250.00' 15*19'29" C58 40.82' 215.00' 10'52'45" SHEET 8 OF 9 LARSON AND ASSOCIATES LAND SURVEYORS ENGINEERS PLANNERS ETACOMA, 7 PACIFIC AVENUE, SUITE/58 9416 FP PH 3 WASHINGTON 98444-11/28/2022)474-3404 /FAX (253)472-73 DocuSign Envelope ID: 366C41B6-39C0-4829-969D-29AB17BB7F42 STETSON HEIGHTS, A PLAT COMMUNITY, PHASE III 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 # ADDRESS PARCEL NO. 201 1342 SW PENDLETON WAY 202 1346 SW PENDLETON WAY 203 1352 SW PENDLETON WAY 204 SW PENDLETON WAY 205 SW PENDLETON WAY L1372 206 SW PENDLETON WAY 207 1376 SW PENDLETON WAY 208 5990 REBEL ROAD SW 209 1380 SW PENDLETON WAY 210 1384 SW PENDLETON WAY 211 1388 SW PENDLETON WAY 212 1390 SW PENDLETON WAY 213 1398 SW PENDLETON WAY 214 1402 SW PENDLETON WAY 215 1412 SW PENDLETON WAY 216 1424 SW PENDLETON WAY 217 1428 SW PENDLETON WAY 218 1434 SW PENDLETON WAY 219 1444 SW PENDLETON WAY 220 1454 SW PENDLETON WAY 221 1464 SW PENDLETON WAY 222 1468 SW PENDLETON WAY 223 1478 SW PENDLETON WAY 224 1490 SW PENDLETON WAY 225 1591 SW FIELDER PLACE 226 1581 SW FIELDER PLACE 227 1571 SW FIELDER PLACE 228 1500 SW PENDLETON WAY 229 1510 SW PENDLETON WAY 230 1520 SW PENDLETON WAY 231 1530 SW PENDLETON WAY 232 1540 SW PENDLETON WAY 233 1550 SW PENDLETON WAY 234 1561 SW FIELDER PLACE 235 1551 SW FIELDER PLACE 236 1541 SW FIELDER PLACE 237 1531 SW FIELDER PLACE 238 1521 SW FIELDER PLACE 239 1511 SW FIELDER PLACE 240 1501 SW FIELDER PLACE 241 1491 SW FIELDER PLACE 242 1481 SW FIELDER PLACE 243 1471 SW FIELDER PLACE 244 1461 SW FIELDER PLACE 245 1451 SW FIELDER PLACE 246 1441 SW FIELDER PLACE 247 1431 SW FIELDER PLACE 248 1421 SW FIELDER PLACE 249 1419 SW FIELDER PLACE 250 1401 SW FIELDER PLACE LOT # ADDRESS PARCEL NO. 251 1381 SW FIELDER PLACE 252 1371 SW FIELDER PLACE 253 1367 SW FIELDER PLACE 254 1357 SW FIELDER PLACE 255 1349 SW FIELDER PLACE 256 1345 SW FIELDER PLACE 257 1339 SW FIELDER PLACE 258 1330 SW FIELDER PLACE 259 1340 SW FIELDER PLACE 260 1350 SW FIELDER PLACE 261 1360 SW FIELDER PLACE 262 1370 SW FIELDER PLACE 263 1400 SW FIELDER PLACE 264 1410 SW FIELDER PLACE 265 1420 SW FIELDER PLACE 266 1430 SW FIELDER PLACE 267 1440 SW FIELDER PLACE 268 1450 SW FIELDER PLACE 269 1460 SW FIELDER PLACE 270 1470 SW FIELDER PLACE 271 1485 SW FIELDER PLACE 272 1477 SW PENDLETON WAY 273 1469 SW PENDLETON WAY 274 1461 SW PENDLETON WAY 275 1457 SW PENDLETON WAY 276 1445 SW PENDLETON WAY 277 1437 SW PENDLETON WAY 278 1429 SW PENDLETON WAY 279 1421 SW PENDLETON WAY 280 1413 SW PENDLETON WAY 281 1405 SW PENDLETON WAY 282 1397 SW PENDLETON WAY 283 1389 SW PENDLETON WAY 284 1369 SW PENDLETON WAY 285 1361 SW PENDLETON WAY 286 1353 SW PENDLETON WAY 287 1347 SW PENDLETON WAY F LARSON AND ASSOCIATES I,] LAND SURVEYORS ENGINEERS PLANNERS ETACOMA, 7 PACIFIC; AVENUE, SUITE 4 9416 FP PH 3 WASHINGTON 98444-6247 11/28/2022)474-3404 /FAX (253)472-7358 ���