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077-24 - Resolution - McCormick West Division 14 Final PlatDocusign Envelope ID: D98DOB5A-BEB8-436C-ACF6-63CDDBF65104 RESOLUTION NO. 077-24 A RESOLUTION OF THE CITY OF PORT ORCHARD, WASHINGTON, GRANTING FINAL PLAT APPROVAL FOR A 158-LOT AND 10-TRACT PLAT KNOWN AS MCCORMICK WEST DIVISION 14 WHEREAS, property owner Greg Krabbe, on behalf of McCormick Development Corporation (hereinafter "Applicant"), has submitted an application for final plat approval of the project known as McCormick West, Division 14 on undeveloped property located in the City of Port Orchard (hereinafter "the Property"); and WHEREAS, in 2008, the Applicant received preliminary plat approval from the Kitsap County Hearing Examiner for a master planned subdivision of 606 acres into as many as 1,545 single-family residential lots known as McCormick West Preliminary Plat (Kitsap County file #05 30003); and WHEREAS, the Property is subject to a Development Agreement vesting the property to certain development standards, recorded on December 19, 2011; and WHEREAS, the Property is subject to a Development Agreement for traffic, recorded on October 21, 2005 as modified and recorded on February 19, 2021; and WHEREAS, on February 12, 2021, the City of Port Orchard Development Director approved a Minor Plat Amendment to the McCormick West preliminary plat; and WHEREAS, on November 20, 2024, application was submitted for the final plat of Division 14 of the McCormick West preliminary plat to include 158 residential lots and 10 tracts; and WHEREAS, on December 5, 2024, the City of Port Orchard Development Director approved a Minor Plat Amendment to the McCormick West 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 Docusign Envelope ID: D98DOB5A-BEB8-436C-ACF6-63CDDBF65104 Resolution No. 077-24 Page 2 of 2 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 McCormick West Division 14 Final Plat conforms to all terms and conditions of the preliminary plat approval, as approved by the Hearing Examiner, and that said subdivision meets the requirements of Chapter 58.17 RCW and other applicable state laws and local ordinances; and WHEREAS, the City Council finds that the McCormick West Division 14 Final Plat 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 McCormick West Division 14, as illustrated and as legally described in Exhibit A, attached hereto; and THAT: The McCormick west Division 14 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 171" day of December 2024. -ESigned by: r B96492E3F5847D Robert Putaansuu, Mayor ATTEST: Signed by: 0Jt�� Q.oRT •O'R�� oG �poR�r i 6VAJAJ� 4. ti dRA SG SdRR )nnAlR Brandy Wallace, MMC, City Clerk SEAL _ C.P s�A �;'9 USE. (j`�` Docusign Envelope ID: D98DOB5A-BEB8-436C-ACF6-63CDDBF65104 RECEIVED Permit Center Dec 11, 2024 City of Port Orchard Community Development Mu"U"ORMIU"K WEST DIVISION 14 PORTIONS OF THE NE 1/4 &THE SE 1/4 &THE SW 1/4 OF THE SW 1/4 & THE NW 1/4 &THE SW 1/4 OF THE SE 1/4 OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON DEDICATION APPROVALS KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS IN THE FEE SIMPLE OR CONTRACT PURCHASER AND MORTGAGE HOLDER OF THE LAND HEREBY PLATTED, HEREBY DECLARE THIS PLAT AND DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES SHOWN THEREON AND USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES; ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND BLOCKS SHOWN ON THIS PLAT IN THE ORIGINAL REASONABLE GRADING OF THE STREETS AND AVENUES SHOWN HEREON. THE UNDERSIGNED OWNERS HEREBY WAIVE ALL CLAIMS FOR DAMAGES AGAINST ANY GOVERNMENTAL AUTHORITY WHICH MAY BE OCCASIONED TO THE ADJACENT LAND BY THE ESTABLISHED CONSTRUCTION, DRAINAGE AND MAINTENANCE OF SAID ROAD. THIS SUBDIVISION HAS BEEN MADE WITH OUR FEE CONSENT AND IN ACCORDANCE WITH OUR DESIRES. ALL WATER MAINS AND APPURTENANCES LOCATED WITHIN PUBLIC RIGHT—OF—WAYS OR WITHIN EASEMENTS DEDICATED TO THE CITY OF PORT ORCHARD ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF PORT ORCHARD. ALL SANITARY SEWER MAINS, STORM DRAINAGE MAINS AND APPURTENANCES LOCATED WITHIN PUBLIC RIGHT—OF—WAYS OR WITHIN EASEMENTS DEDICATED TO THE CITY OF PORT ORCHARD ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF PORT ORCHARD. THE UNDERSIGNED OWNER OR OWNERS OF THE INTEREST IN THE REAL ESTATE DESCRIBED HEREIN HEREBY DECLARE THIS MAP AND DEDICATE THE SAME FOR A COMMON INTEREST COMMUNITY NAMED MCCORMICK WEST DIVISION 14 AS THAT TERM IS DEFINED IN THE WASHINGTON UNIFORM COMMON INTEREST OWNERSHIP ACT, SOLELY TO MEET THE REQUIREMENTS OF THE WASHINGTON UNIFORM COMMON INTEREST OWNERSHIP ACT AND NOT FOR ANY PUBLIC PURPOSE. THIS MAP AND ANY PORTION THEREOF IS RESTRICTED BY LAW AND THE DECLARATION FOR ------- ---------- , RECORDED UNDER KITSAP COUNTY AUDITOR'S FILE NOS. DATED THIS DAY OF 20 MCCORMICK DEVELOPMENT CORPORATION, A WASHINGTON CORPORATION JAMES N. TOSTI, AUTHORIZED SIGNATORY ACKNOWLEDGMENTS STATE OF WASHINGTON ) )SS COUNTY OF ---- W_ ) ON THIS ____ DAY OF ______________1 20 ----- BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED JAMES N. TOSTI TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE AUTHORIZED SIGNATORY OF MCCORMICK DEVELOPMENT CORPORATION, A WASHINGTON CORPORATION, THE CORPORATION AND COMPANY THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY, IS THE CORPORATE SEAL OF SAID CORPORATION AND COMPANY. 11'LP►I�Xy�1'aa:1�1:1:1a:>�y�1�:I�:a�I�1:1�y11�:�1a�:1:\'ll�l:>•I�1:il�il:I�Yil�:i11�[N:i1�1:Ii11�'�'I:a:�l��: NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT ------- MY COMMISSION EXPIRES ----- ___,____ PRINT NOTARY NAME SURVEYOR'S ACKNOWLEDGMENT STATE OF WASHINGTON ) )SS COUNTY OF ---- __ ) ON THIS ____ DAY OF ----- ----- ----- 20 ----- BEFORE ME, GLENN R. SPRAGUE, PERSONALLY APPEARED, PROVED TO ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED THE WITH AND FORGOING INSTRUMENT, AND ACKNOWLEDGED THAT HE SIGNED THE SAME AS HIS FREE AND VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT ------- MY COMMISSION EXPIRES ----- PRINT NOTARY NAME 3 PUGET SOUND SINCLAIR INLET 16 } 0 a Uj N f.� J � } y � SW OLD CLIFTON RD s N } SITE N C� c') WOODS 0 v VICINITY MAP 1" = 4,000' THE NE 1/4, SE 1/4, & SW 1/4 OF THE SW 1/4 & THE SW 1/4 & NW 1/4, OF THE SE 1/4 OF SEC 8, TWP. 23N, RGE. 1E, W.M. CITY ENGINEER'S APPROVAL SHEET 1 OF 12 I HEREBY CERTIFY THAT THIS FINAL PLAT IS CONSISTENT WITH ALL APPLICABLE TOWN/CITY IMPROVEMENT STANDARDS AND REQUIREMENTS IN FORCE ON THE DATE OF PRELIMINARY PLAT APPROVAL. I HAVE APPROVED THIS FINAL PLAT AS TO THE LAYOUT OF STREETS. ALLEYS AND OTHER RIGHTS —OF —WAY, DESIGN OF BRIDGES, SEWAGE AND WATER SYSTEMS AND OTHER STRUCTURES. EXAMINED AND APPROVED BY ME THIS ___ DAY OF _----------- 20__. CITY ENGINEER COMMUNITY DEVELOPMENT DIRECTOR I HEREBY CERTIFY THAT THIS FINAL PLAT IS CONSISTENT WITH ALL APPLICABLE TOWN/CITY IMPROVEMENT STANDARDS AND REQUIREMENTS IN FORCE ON THE DATE OF PRELIMINARY PLAT APPROVAL. I HAVE APPROVED THIS FINAL PLAT AS TO THE LAYOUT OF STREETS. ALLEYS AND OTHER RIGHTS —OF —WAY, DESIGN OF BRIDGES, SEWAGE AND WATER SYSTEMS AND OTHER STRUCTURES. EXAMINED AND APPROVED THIS _ DAY OF _________ , 20 COMMUNITY DEVELOPMENT DIRECTOR CITY COUNCIL APPROVED BY THE CITY COUNCIL OF THE CITY OF PORT ORCHARD. THIS _ DAY OF ---- ------ __, 20__. CITY CLERK MAYOR CITY FINANCE DIRECTOR I HEREBY CERTIFY THAT ALL TAXES AND DELINQUENT ASSESSMENTS FOR WHICH THE PROPERTY MAY BE LIABLE AS OF THE DATE OF CERTIFICATION HAVE BEEN DULY PAID, SATISFIED OR DISCHARGED. EXAMINED AND APPROVED THIS __ DAY OF ________, 20__. FINANCE DIRECTOR DATE COUNTY TREASURER 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 --------- __-------- 20__. COUNTY TREASURER COUNTY AUDITOR FILED AT THE REQUEST OF GLENN R. SPRAGUE, P.L.S, THIS DAY OF ----- __------- , 20__, AND RECORDED IN VOLUME ___ OF PLATS, PAGE(S) ____----------- RECORDS OF KITSAP COUNTY, WASHINGTON. AUDITOR'S FILE NUMBER KITSAP COUNTY AUDITOR SURVEYOR CERTIFICATE 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 MCCORMICK DEVELOPMENT CORPORATION, A WASHINGTON CORPORATION, IN ---- ----- ----- I HEREBY CERTIFY THAT THIS MAP FOR MCCORMICK WEST DIVISION 14, A PLAT COMMUNITY, IS BASED UPON AN ACTUAL SURVEY OF THE PROPERTY HEREIN DESCRIBED; THAT THE BEARINGS AND DISTANCES ARE CORRECTLY SHOWN; THAT ALL INFORMATION REQUIRED BY THE WASHINGTON UNIFORM COMMON INTEREST OWNERSHIP ACT IS SUPPLIED HEREIN; AND TO THE EXTENT SUCH BOUNDARIES ARE NOT DEFINED BY PHYSICAL MONUMENTS, SUCH BOUNDARIES ARE SHOWN ON THE MAP. GLENN H. 5F'NUMB I Alty CERTIFICATE NUMBER 41299 yr y- '00- �zy R SP�9 Cyy of WAgx Z O: roam x.Ir. 41299 VA �O*A L L A CIVIL ENGINEERING LANDSCAPE ARCHITECTURE 'Con PLANNING 1*zmoo� DESI G N SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21062A LU24-Plat Final-03 Docusign Envelope ID: D98DOB5A-BEB8-436C-ACF6-63CDDBF65104 RECEIVED Permit Center Dec 11, 2024 City of Port Orchard Community Development IN MIS i 11 1 PORTIONS OF THE NE 1 /4 & THE SE 1 /4 & THE SW 1 /4 OF THE SW 1 /4 & THE NW 1 /4 & THE SW 1 /4 OF THE SE 1 /4 OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON LEGAL DESCRIPTION THE LAND IN THE COUNTY OF KITSAP, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS: TRACTS 13-G, 13-H, 13-J, AND 13-A, MCCORMICK WEST DIVISION 13, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 36 OF PLATS, PAGES 240 THROUGH 249, INCLUSIVE, RECORDS OF KITSAP COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KITSAP, STATE OF WASHINGTON. APN: 5730-000-351-0001, 5730-000-352-0000, 5730-000-353-0009, 5730-000-345-0000 RESTRICTIONS OF RECORD 1. ANY CLAIM TO (A) OWNERSHIP OF OR RIGHTS TO MINERALS AND SIMILAR SUBSTANCES, INCLUDING BUT NOT LIMITED TO ORES, METALS, COAL, LIGNITE, OIL, GAS, URANIUM, CLAY, ROCK, SAND, AND GRAVEL LOCATED IN, ON, OR UNDER THE LAND OR PRODUCED FROM THE LAND, WHETHER SUCH OWNERSHIP OR RIGHTS ARISE BY LEASE, GRANT, EXCEPTION, CONVEYANCE, RESERVATION, OR OTHERWISE; AND (B) ANY RIGHTS, PRIVILEGES, IMMUNITIES, RIGHTS OF WAY, AND EASEMENTS ASSOCIATED THEREWITH OR APPURTENANT THERETO, WHETHER OR NOT THE INTERESTS OR RIGHTS EXCEPTED IN (A) OR (B) APPEAR IN THE PUBLIC RECORDS. 2. THIS SITE IS SUBJECT TO A SETTLEMENT FOR SURFACE AND GROUNDWATERS OF COULTER CREEK AND THE DRAINAGE BASIN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, AS RECORDED UNDER RECORDING NO. 8005020087. 3. THIS SITE IS SUBJECT TO A WATER ALLOCATION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NO. 9209170094. 14 PUBLIC PEDESTRIAN ACCESS EASEMENT (P.P.A.E.) PROVISION SHEET 2 OF 12 THIS PLAT IS SUBJECT TO A 2.5-FOOT X 8.00-FOOT PUBLIC PEDESTRIAN ACCESS EASEMENT (P.P.A.E.) SHOWN HEREON OVER LOTS 349/350, 372/373, 380/381, 397/398, 404/405, 407/408, 431/432, 472/473, SAID PUBLIC PEDESTRIAN ACCESS EASEMENT IS FOR THE PURPOSE OF ACCESSING MAIL BOX/KIOSK WITHIN SAID EASEMENT. THE MCCORMICK WOODS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THE MAIL BOX/KIOSK FACILITIES WITHIN SAID EASEMENTS AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE. EASEMENT PROVISIONS 1. AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY, CASCADE NATURAL GAS, WAVE BROADBAND, CENTURYLINK, EARTHLINK AND ANY CABLE TELEVISION COMPANY, KITSAP COUNTY, CITY OF PORT ORCHARD, ANY OTHER PUBLIC OR PRIVATE UTILITY AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON ALL PROPERTY ABUTTING PRIVATE OR PUBLIC ROADWAYS WITHIN THE PLAT, AS DEPICTED HEREON; IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPES, CONDUITS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THE SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, CABLE TELEVISION SERVICE AND OTHER UTILITY SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE STREETS, LOTS, TRACTS AND SPACES AT ALL TIMES FOR THE PURPOSES STATED. ALL PERMANENT UTILITY SERVICES SHALL BE PROVIDED BY UNDERGROUND SERVICE EXCLUSIVELY. THE LOCATION AND DIMENSIONS OF THESE UTILITY EASEMENTS ARE SHOWN ON THE FACE OF THIS PLAT AND LABELED P.U.E. (PUBLIC UTILITY EASEMENT) 4 4. THIS SITE IS SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS AND ASSESSMENTS; BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILY STATUS, OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE TITLE 42, SECTION 3604(C), OF THE UNITED STATES CODE RECORDED UNDER RECORDING NUMBER 202006240286. SAID DOCUMENT SUPERSEDES AND REPLACES ALL PREVIOUSLY RECORDED DECLARATIONS FOR MCCORMICK WOODS PUD. AMENDMENT(S) AND/OR MODIFICATION(S) OF SAID COVENANTS RECORDED UNDER RECORDING NUMBERS 202102170330, 202109070143, 3• 202202240060, 202203230009, 202309130040 AND 202312040077. 5. THIS SITE IS SUBJECT TO PROVISIONS OF THE ARTICLES OF INCORPORATION AND BY-LAWS OF THE MCCORMICK WOODS ASSOCIATION AND ANY TAX, FEE, ASSESSMENTS OR CHARGES AS MAY BE LEVIED BY SAID ASSOCIATION. 6. THIS SITE IS SUBJECT TO AN ANNEXATION AGREEMENT/DEVELOPMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NUMBER 201112190136. AMENDMENT(S) AND/OR MODIFICATION(S) THERETO RECORDED UNDER RECORDING NUMBERS 202208100091. 7. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED 'DEVELOPMENT AGREEMENT BY AND BETWEEN THE CITY OF PORT ORCHARD AND MCCORMICK FOR THE DEVELOPMENT AND FUNDING OF CERTAIN TRANSPORTATION IMPROVEMENTS" RECORDED UNDER RECORDING NUMBER 202102190203. AMENDMENT(S) AND/OR MODIFICATION(S) THERETO RECORDED UNDER RECORDING NUMBER 202403080017. 8. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DECLARATION OF COVENANT ASSOCIATED WITH PERFORMANCE OF SITE STABILIZATION AND EROSION AND SEDIMENTATION CONTROL" RECORDED UNDER RECORDING NUMBER 202103040174. 9. THIS SITE IS SUBJECT TO A DEVELOPMENT AGREEMENT FOR THE DEVELOPMENT OF AND FUNDING OF CERTAIN PARK IMPROVEMENTS AND PARK IMPACT FEE CREDITS AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NUMBER 202210050135. 10. THIS SITE IS SUBJECT TO AN EASEMENT IN FAVOR OF PUGET SOUND ENERGY AND THE TERMS AND PROVISIONS THEREOF RECORDED UNDER RECORDING NUMBER 202405200035. 11. THIS SITE IS SUBJECT TO ANY AND ALL OFFERS OF DEDICATIONS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES AND/OR PROVISIONS SHOWN OR DISCLOSED ON THE FACE OF THE PLAT OF MCCORMICK WEST DIVISION 11, RECORDED IN VOLUME 35 OF PLATS, PAGES 234 THROUGH 244, INCLUSIVE, BEING AN AMENDMENT OF VOLUME 36 OF PLATS, PAGES 240 THROUGH 249, INCLUSIVE, RECORDS OF KITSAP COUNTY, WASHINGTON, SHOWN HEREON WHERE APPLICABLE. DEVELOPMENT ENGINEERING NOTES 1. NO DIRECT VEHICULAR ACCESS SHALL BE ALLOWED TO TELFORD WAY SW. 2. OWNERS OF RESIDENTIAL LOTS WITHIN THIS PLAT ARE RESTRICTED FROM OBSTRUCTING, DIVERTING, OR RECHANNELING STORMWATER FLOWS PRIOR TO REVIEW AND APPROVAL OF THE CITY OF PORT ORCHARD PUBLIC WORKS. 3. PURSUANT TO POMC CHAP 16.50, IOR TO ISSUANCE OF BUILDING PERMITS FOR RESIDENTIAL DWELLING UNITS, SCHOOL IMPACT FEES SHALL BE PAID. MAINTENANCE COVEN N S 20.182.110 PROPERTY OWNERS (WITHIN THE PLAT) SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY INCLUDING ANY STRUCTURES OTHER THAN ROADWAY, STORM DRAINAGE FACILITIES, AND TRAFFIC SIGNAGE. MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO, MOWING OF LAWN AREAS. TRACT NOTES 1. TRACTS 14-B, 14-C, 14-G, 14-H, OPEN SPACE TRACTS, SHALL BE OWNED AND MAINTAINED BY MCCORMICK WOODS ASSOCIATION. 2. TRACT 14-K, OPEN SPACE AND PUBLIC ACCESS TRACT, SHALL BE OWNED AND MAINTAINED BY MCCORMICK WOODS ASSOCIATION. 3. TRACTS 14-E AND 14-F, OPEN SPACE AND PUBLIC PEDESTRIAN ACCESS TRACTS, SHALL BE OWNED AND MAINTAINED BY MCCORMICK WOODS ASSOCIATION. 4. TRACT 14-J AND 14-L ARE FUTURE DEVELOPMENT TRACTS. SAID TRACTS SHALL BE OWNED AND MAINTAINED BY MCCORMICK DEVELOPMENT CORPORATION. 5. INTENTIONALLY LEFT BLANK 6. TRACT 14-N, A WETLAND/OPEN SPACE & STORM DRAINAGE TRACT, SHALL BE OWNED AND MAINTAINED BY MCCORMICK WOODS ASSOCIATION. THE MCCORMICK WOODS ASSOCIATION SHALL HAVE THE RIGHT TO ENTER SAID TRACT IN ORDER TO OPERATE, INSPECT, MAINTAIN OR RECONSTRUCT THE STORM DRAIN FACILITIES WITHIN THE TRACT. A SPLIT THREE -RAIL WOOD FENCE SHALL BE INSTALLED BETWEEN THE REAR YARDS OF RESIDENTIAL LOTS AND CRITICAL AREA BUFFER BOUNDARIES. MAINTENANCE OF SAID FENCE SHALL BE RESPONSIBILITY OF THE MCCORMICK WOODS ASSOCIATION. 7. TRACTS 14-A, 14-D, AND 14-1 INTENTIONALLY SKIPPED PLAT NOTES 1. ALL EXTERIOR DIVISION 14 PLAT CORNERS, INTERIOR REAR LOT CORNERS AND THOSE MARKED BY A REBAR SYMBOL HEREON ARE MARKED WITH A 1/2" REBAR WITH YELLOW PLASTIC CAP, STAMPED CORE 41299, UNLESS OTHERWISE NOTED IN THE REAR LOT CORNER OFFSET TABLE. FRONT LOT CORNERS FOR LOTS IN DIVISION 14 ARE MARKED WITH A ROCK NAIL AND FLASHER, STAMPED CORE 41299, SET IN THE CURB LINE AND OFFSET ALONG THE LOT LINE PROJECTED FROM THE FRONT LOT CORNER TOWARDS THE ADJACENT ROAD A DISTANCE OF 6.20 FEET UNLESS OTHERWISE NOTED IN THE LOT CORNER OFFSET TABLE. 2. THE ENTIRETY OF THE MCCORMICK WEST DIVISION 14 PROJECT IS BEING DONE UNDER THE DIRECT SUPERVISION OF GLENN R. SPRAGUE, LS#41299. THE PROPERTY CORNER STAKING, INCLUDING THE OFFSET FRONT AND REAR LOT CORNERS, HAS BEEN DONE UNDER THE DIRECT SUPERVISION OF GLENN R. SPRAGUE, LS#41299. ALL LOTS WITH WALLS ARE HEREBY SUBJECT TO AN EASEMENT 5.0 FEET IN WIDTH PARALLEL WITH AND ABUTTING ALL INTERIOR LOT LINES AND 5.0 FEET IN WIDTH PARALLEL WITH AND ABUTTING ALL REAR LOT LINES FOR THE PURPOSE OF INSTALLATION, REPAIR AND MAINTENANCE OF WALLS AND STORM DRAIN FACILITIES. IN THE EVENT A LOT LINE ADJUSTMENT IS APPROVED BY THE CITY AFTER THE RECORDING OF THIS PLAT, THE EASEMENT SHALL MOVE WITH THE ADJUSTED LOT LINES. MAINTENANCE OF THESE EASEMENTS AND THE WALLS AND STORM DRAIN FACILITIES WITHIN THEM SHALL BE THE RESPONSIBILITY OF THE OWNERS OF THE LOT(S) AND/OR TRACT(S) DERIVING BENEFIT FROM SAID EASEMENT. UPON COMPLETION OF ANY WORK DONE WITHIN THE EASEMENT THEY SHALL BE FULLY AND IMMEDIATELY RESTORED BY THOSE RESPONSIBLE FOR THE WORK TO THEIR ORIGINAL OR BETTER CONDITION. THESE EASEMENTS HAVE NOT BEEN DEPICTED HEREIN AND ARE HEREBY GRANTED TO THE MCCORMICK WOODS ASSOCIATION, THEIR CONTRACTOR(S) AND/OR ASSIGNS. A 10-FOOT PRIVATE STORM DRAIN EASEMENT (S.D.E.) IS HEREBY DEDICATED OVER, UNDER AND UPON THE BURDENED/BENEFITED LOTS SHOWN HEREON. SAID PRIVATE STORM DRAIN EASEMENT IS FOR THE PURPOSE OF INSTALLING AND MAINTAINING PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. THE LOT OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THEIR PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENTS AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE. THE BURDEN/BENEFITED LOTS ARE: 267-268/268-269; 270-271/271-272; 273/274; 275/276; 277-278/278-279; 280-281/281-282; 284-286/283-285; 288/287; 302/303; 340/305; 346/345; 348/347; 349-350/350-351; 352-353/353-354; 355-356/356-357; 359-361/358-360; 362-363/363-364; 365/366; 367/368; 369-370/370-371; 372-373/373-374; 376-375; 378-379/377-378; 381/380; 383/381-382; 385-386/386-387; 388-390/389-391; 392/393; 394-395/395-396; 397-397/398-399; 403-404/402-403; 406-408/405-407; 412/411; 414/413; 416-417/417-418; 419/420; 422-423/421-422; 425-426/424-425; 428/427; 431-432/430-431; 434/433; 436/437; 438-440/439-441; 442-443/443-444; 445-446/446-447; 449/448; 451-452/450-451; 454/453; 456/455; 458-460/457-459; 462-463/461-462; 464-465/465/466; 467-469/468-470; 471-473/472-474 4. A PUBLIC WATER EASEMENT IS HEREBY DEDICATED TO THE CITY OF PORT ORCHARD SHOWN HEREON OVER LOTS 270, 347, 357, 415, 421, 428, 463, AND 464. AND SHOWN HEREON OVER TRACTS 14-B AND 14-F. THE CITY OF PORT ORCHARD SHALL BE RESPONSIBLE FOR MAINTENANCE, REPAIR OR RECONSTRUCTION OF THE WATER FACILITIES WITHIN SAID EASEMENT AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE. 5. A PRIVATE SHARED ACCESS EASEMENT IS HEREBY DEDICATED TO THE OWNERS OF LOTS 385 THROUGH 428 OVER TRACT 14-D. THE MCCORMICK WOODS ASSOCIATION SHALL BE RESPONSIBLE FOR MAINTENANCE, REPAIR OR RECONSTRUCTION OF THE SHARED ACCESS FACILITIES WITHIN SAID EASEMENT AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE. 6. A RECIPROCAL PRIVATE SHARED ACCESS AND UTILITIES EASEMENT OVER TRACT 14-J FOR FUTURE DEVELOPMENT PURPOSES IS HEREBY DEDICATED TO MCCORMICK DEVELOPMENT CORPORATION, MCCORMICK COMMUNITIES, LLC., AND THEIR SUCCESSORS & ASSIGNS. SAID OWNERS SHALL BE RESPONSIBLE FOR THE CONSTRUCTION, MAINTENANCE, REPAIR, AND RECONSTRUCTION OF SAID EASEMENT FACILITIES CONNECTING SAID FUTURE TRACTS. 7. THIS PLAT IS SUBJECT TO A SIGHT DISTANCE EASEMENT SHOWN HEREON OVER LOTS 283, 368, 376, 377, AND 474. THE AREA WITHIN THE SIGHT TRIANGLE SHALL BE SUBJECT TO RESTRICTIONS ON PLACEMENT OF POTENTIAL SIGHT OBSTRUCTIONS (SIGNS, TREES, FENCES, BUS SHELTERS, ETC.) TO MAINTAIN A CLEAR VIEW ON THE INTERSECTION APPROACH. SIGHT OBSTRUCTIONS THAT MAY BE EXCLUDED FROM THESE REQUIREMENTS INCLUDE UTILITY POLES, REGULATORY SIGNS. SIGHT OBSTRUCTIONS ARE SUBJECT TO REVIEW AND APPROVAL BY THE CITY ENGINEER. 8. A PRIVATE ACCESS AND UTILITY EASEMENT HEREBY DEDICATED TO THE OWNERS OF LOT 354 SHOWN HEREON OVER LOT 353. THE OWNERS OF LOT 354 WILL BE RESPONSIBLE FOR MAINTENANCE, REPAIR OR RECONSTRUCTION OF THE ACCESS FACILITIES AND THEIR UTILITIES WITHIN SAID EASEMENT AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE. 9. THIS PLAT IS SUBJECT TO A PUBLIC SIDEWALK ACCESS EASEMENT SHOWN HEREON OVER LOTS 376 AND 414. THE CITY OF PORT ORCHARD SHALL BE RESPONSIBLE FOR MAINTENANCE, REPAIR OR RECONSTRUCTION OF THE SIDEWALK FACILITIES WITHIN SAID EASEMENT AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE. 10. A PRIVATE WATER EASEMENT IS HEREBY DEDICATED TO THE OWNERS OF LOTS 410 THROUGH 414 SHOWN HEREON OVER TRACT 14-B. THE OWNERS OF SAID LOTS WILL BE RESPONSIBLE FOR MAINTENANCE, REPAIR OR RECONSTRUCTION OF THEIR WATER FACILITIES WITHIN SAID EASEMENT AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE. 11. A PRIVATE WATER EASEMENT IS HEREBY DEDICATED TO THE OWNERS OF LOT 392 SHOWN HEREON OVER LOT 393. THE OWNERS OF SAID LOT WILL BE RESPONSIBLE FOR MAINTENANCE, REPAIR OR RECONSTRUCTION OF THEIR WATER FACILITIES WITHIN SAID EASEMENT AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE. 12. THIS PLAT IS SUBJECT TO A PUBLIC ACCESS EASEMENT FOR THE PURPOSE OF PUBLIC PARKING SHOWN HEREON OVER TRACT 14-K. THE MCCORMICK WOODS ASSOCIATION SHALL BE RESPONSIBLE FOR MAINTENANCE, REPAIR OR RECONSTRUCTION OF THE PARKING FACILITIES WITHIN SAID EASEMENT AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE. 13. A PRIVATE WATER EASEMENT IS HEREBY DEDICATED TO THE OWNERS OF LOT 385 SHOWN HEREON OVER TRACT 14-G. THE OWNERS OF SAID LOT WILL BE RESPONSIBLE FOR MAINTENANCE, REPAIR OR RECONSTRUCTION OF THEIR WATER FACILITIES WITHIN SAID EASEMENT AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE. 14. A PRIVATE WATER EASEMENT IS HEREBY DEDICATED TO THE OWNERS OF LOTS 386 AND 387 SHOWN HEREON OVER TRACT 14-G. THE OWNERS OF SAID LOTS WILL BE RESPONSIBLE FOR MAINTENANCE, REPAIR OR RECONSTRUCTION OF THEIR WATER FACILITIES WITHIN SAID EASEMENT AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE. 15. A PRIVATE WATER EASEMENT IS HEREBY DEDICATED TO THE OWNERS OF LOTS 388 AND 389 SHOWN HEREON OVER TRACT 14-G. THE OWNERS OF SAID LOTS WILL BE RESPONSIBLE FOR MAINTENANCE, REPAIR OR RECONSTRUCTION OF THEIR WATER FACILITIES WITHIN SAID EASEMENT AND SHALL HAVE A RIGHT I OF ENTRY FOR THIS PURPOSE. 16. A PRIVATE WATER EASEMENT IS HEREBY DEDICATED TO THE OWNERS OF LOTS 390 AND 391 SHOWN HEREON OVER TRACT 14-G. THE OWNERS OF SAID LOTS WILL BE RESPONSIBLE FOR MAINTENANCE, REPAIR OR RECONSTRUCTION OF THEIR WATER FACILITIES WITHIN SAID EASEMENT AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE. 17. A PRIVATE ACCESS AND UTILITY EASEMENT HEREBY DEDICATED TO THE OWNERS OF LOT 369 SHOWN HEREON OVER LOT 370. THE OWNERS OF LOT 369 WILL BE RESPONSIBLE FOR MAINTENANCE, REPAIR OR RECONSTRUCTION OF THE ACCESS FACILITIES AND THEIR UTILITIES WITHIN SAID EASEMENT AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE. 3. THE MCCORMICK WOODS ASSOCIATION WAS ESTABLISHED ON JULY 21, 1986, CORPORATION N0. 2-376064-8. Language missing that indicatesmaintenance responsibilities as 4. A MINIMUM OF ONE TREE PER LOT SHALL BE INSTALLED WITHIN THE FRONT YARD OF EACH LOT PRIOR TO THE ISSUANCE OF A CERTIFICATE OF described in applicant -prepared COA OCCUPANCY FOR THAT LOT. Matrix Item 52. DECLARANT NOTE: THE HOMEBUILDER SHALL BE RESPONSIBLE FOR PLANTING THE TREE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. THE HOMEOWNER SHALL BE RESPONSIBLE FOR TREE MAINTENANCE AND REPLACEMENT IF NECESSARY. 5. IMPERVIOUS AREA PER LOT IS ACCOUNTED FOR IN THE OVERALL DRAINAGE FACILITIES INSTALLED. IMPERVIOUS SURFACE ALLOWED PER LOT AS FOLLOWS: ALL LOTS BELOW 4,999 TOTAL SQUARE FEET ARE GRANTED 2,223 SQUARE FEET OF IMPERVIOUS SURFACE. ALL LOTS BETWEEN 4,999 TOTAL SQUARE FEET AND 6,000 TOTAL SQUARE FEET ARE GRANTED 3,350 SQUARE FEET OF IMPERVIOUS SURFACE. ALL LOTS WITH 6,000 TOTAL SQUARE FEET OR MORE ARE GRANTED 3,911 SQUARE FEET OF IMPERVIOUS SURFACE. LOTS 267, 268, 269, 277, 278, 279, 280, 281, 282, 349, 350, 351, 352, 353, 354, 355, 356, 357, 369, 370, 371, 372, 373, AND 374 DO NOT TIE INTO THE OVERALL DRAINAGE FACILITIES BUT INSTEAD HANDLE IMPERVIOUS SURFACES THROUGH A DISPERSION SYSTEM DESIGN SPECIFICALLY FOR EACH LOT. IMPERVIOUS SURFACE ALLOWED FOR THESE LOTS WILL BE THE CODE ALLOWED 80% COVERAGE OR 4,000 SQUARE FEET, WHICHEVER IS LESS. 6. ALL LOTS SHALL ACCESS FROM INTERIOR ROADS ONLY. �zy R SP�9 <yv roam x.� 41299 ONAL CIVIL ENGINEERING LANDSCAPE ARCHITECTURE 'Con PLANNING 1*zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21062A LU24-Plat Final-03 Docusign Envelope ID: D98DOB5A-BEB8-436C-ACF6-63CDDBF65104 RECEIVED Permit Center Dec 11, 2024 City of Port Orchard Community Development MU"`U"ORMIU`K WEST DIVISION 4 SHEET 3 OF 12 PORTIONS OF THE NE 1/4 & THE SE 1/4 & THE SW 1/4 OF THE SW 1/4 & THE NW 1/4 & THE SW 1/4 OF THE SE 1/4 OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. BASIS OF BEARINGS CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON N87'02'01"W BETWEEN THE NORTH EXISTING BOUNDARYDETAIL QUARTER CORNER AND THE NORTHEAST CORNER SECTION 8 PER BOUNDARY LINE ADJUSTMENT LU20-BLA-01 FOUND 4" BRASS DISK STAMPED N 1/4 CORNER SEC. RECORDED UNDER AUDITOR'S FILE 8, TWP. 23 N, RGE. 1 E, W.M., COUNTY ENGINEERING, NUMBER 202103180067 RECORDS OF 6 5 - - N88'35'11"W 2582.13 IN CASE, DOWN 0.65', VISITED 2020-10-02 (P.O.C) KITSAP COUNTY, WASHINGTON 8 - - - - N8 7'02'01 "W 2638.80 - - FOUND 1" IRON PIPE THE NW CORNER SEC. 8, 8 9 TWP. 23 N, RGE. 1 E, W.M., 0.2' ABOVE GRADE, QPRGE�2 3bN9 FOUND WITNESS MARKER LABELED V8' S OF EDGE ISITED RD. gLP PFN "SECTION CORNER" AND 1/2" 2020- OO REBAR W/ CAP STAMPED "ASPEN / CONTROL" AT NE CORNER SEC. 8, TWP. 23 N, RGE. 1 E, W.M., ,F I VISITED 2020-10-02 1 1� N W in 0 z 1 1 1 1 CALCULATED W 1/4 CORNER PER ROS 9406230031 NOT VISITED 7 NL I I I s� GGORM\G�Q�S�o 04 ROG' 22 w � \ 100' WETLAND BUFFER, 1 o`lc \ 2 MGGORM Q�P� 0� 25' WETLAND N BUFFER� L51 0\�l\SNO.20221/ ; ,\ � RAG 200 WETLAND-13 \ n BUFFER I �RPG� 12 N / U') \ o / TRACT 13-G-' MCCORMICK WEST DIV 13/ \ REC. N0. 27310064 \SEE SHEET HEET 5 S5 J\ 100� W\- ' WETLAND / BUFFER I f�• l / R=196.00 a16'12'37" J L=55.45 N54'27'47"W (R) \(tPG� 100' WETLAND ZBUFFER n TRACT 13-A �2Z 918,552t SF �1 MCCORMICK WEST DIVISION 13 REC. NO. 202407310064)� /L3F 1 137`;% L45 N61'58'43"E FOUND 1" IRON PIPE @ THE SW CORNER SEC. 8, TWP. 23 N, RGE. 1 E, W.M., 8 9� VISITED 2020-12-J16 1 z8-r 937 \/ 1786.35 117 CURVE TABLE CURVE # RADIUS DELTA LENGTH C1 25.00 58'33'04" 25.55 C2 25.00 65'46'20" 28.70 C3 25.00 94*14'04" 41.12 C4 221.00 9*18'39" 35.91 C5 25.00 75'00'00" 32.72 C6 300.00 16*12'38" 84.88 C9 446.00 32'53'25" 256.02 C10 342.00 2'06'06" 12.54 C11 900.50 7'41'55" 121.00 C12 86.00 25'45'53" 38.67 C13 50.00 152'59'07" 133.50 C14 200.00 7'46'22" 27.13 C15 302.00 25'55'55" 136.68 C16 346.00 5'57'22" 35.97 C17 306.00 19'46'06" 105.58 C18 175.00 26'04'03" 79.62 MGGORM Z P0NPZ DO 0\�5\ 0 2p221 ROG, N SURVEY NOTES S\ GORM N NN N0N48 E� N� 2 20�1 R m T 0 1 �v y c"\ MG 0\�Sn02�0.5� -J j R J L56 501 M\G� "5 N GGOR 12 PN 60C -MCCORMICK WEST DIV 13 -REC. NO 202407310064 1SEE SHEET 6L--L- J 1113' 43 Eni�-1 MGGORMI2 PN\P��00 1 TRACT 13-J SIF MCCORMICK WEST R=90.00 DIVISION 13 A=,)nra7'4F"_ REC. NO. 202407310064 _2606.20 17 �� N88'56'22"W 5212.56 - - P M W 6\P� 60 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY, 2ND AMENDED SUBDIVISION GUARANTEE NO. 5003353-0009206E, EFFECTIVE DATED NOVEMBER 4, 2024. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED GUARANTEE. CORE DESIGN, INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS IS A FIELD TRAVERSE SURVEY. A THREE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 3. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT AS RECENTLY AS JUNE, 2022. 4. ALL DISTANCES ARE IN US FEET AT GROUND LEVEL. CURVE TABLE CURVE # RADIUS DELTA LENGTH C19 425.00 40*18'45" 299.02 C20 50.00 107'34'37" 93.88 1 1 1 1 �M�P NO GMT I \ 1 I / CALCULATED E 1/4 QTR COR 1 NOT VISITED 8 9 1� 1F0 00 CD i� i \ \\ 1 \\ I \ \ FOUND 3" BRASS DISK ® 1 THE SE CORNER SEC. 8, 1 TWP. 23 N, RGE. 1 E, W.M., VISITED 2020-12-16 8 9 17 16 1 REFERENCES 1. BOUNDARY LINE ADJUSTMENT RECORDED UNDER AUDITOR'S FILE NUMBER 202103180067 RECORDS OF KITSAP COUNTY, WASHINGTON. 2. MCCORMICK WEST DIVISION 11, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 35 OF PLATS, PAGES 234 THROUGH 244, INCLUSIVE, AN AMENDMENT OF VOLUME 35 OF PLATS, PAGES 214 THROUGH 223, INCLUSIVE, RECORDS OF KITSAP COUNTY, WASHINGTON 2. MCCORMICK WEST DIVISION 13, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 36 OF PLATS, PAGES 240 THROUGH 249, RECORDS OF KITSAP COUNTY, WASHINGTON � zy R SP�9 <yv Z O: roam x.� 41299 110 - L A LINE TABLE LINE # BEARING LENGTH L1 N52'52'17"W 382.16 L2 N25'36'04"E 331.40 L3 N37'47'02"E 77.10 L4 N7354'00"W 14.65 L5 j N16'06'00"E 111.80 L7 N7846'26"W 242.35 L8 N69'27'47"W 12.63 L9 N35'32'13"E 27.75 L10 N54'27'47"W 42.00 L11 N35'32'13"E 52.38 L12 N19'19'35"E 410.50 L18 N70'40'25"W 104.00 L19 N35'32'13"E 52.38 L20 N87'21'12"W 104.00 L21 N89'27'18"W 104.00 L22 N00'32'42"E 14.50 L23 N00'32'42"E 60.00 L24 N05'52'50"E 51.21 L25 N32'30'54"E 45.96 L26 N59'38'59"E 49.02 L27 N66'16'18"E 25.78 L28 N57'23'44"E 170.29 L29 N32'36'16"W 113.57 L30 N77'27'26"E 68.83 L31 N49'05'46"E 101.66 L32 N26'05'05"W 30.29 L33 N40'54'14"W 47.49 L34 N32'08'00"E 120.71 L35 N26'56'07"E 121.61 L36 N42'41'29"W 192.10 L37 N47'18'31"E 6.19 L38 N22'03'25"E 65.88 L39 N01'33'15"E 21.66 L40 N21'32'39"W 95.28 L41 N66'59'37"E 95.13 L42 N69'20'12"E 181.92 L43 N47'15'44"E 216.27 L44 N42'41'29"W 146.65 L45 N38'40'09"E 74.85 L46 S63'11'34"E 55.63 L47 N26'52'01"E 62.57 L48 N13'37'16"W 68.01 L49 N06'16'15"E 147.19 L50 N01'30'07"W 63.50 L51 S24'25'48"W 49.11 L52 S18'28'26"W 189.30 L53 N01'17'41"W 32.70 L54 S15'32'16"E 76.60 L55 N05'38'45"W 102.84 L56 S88'01'31 "E 137.49 L57 S30'53'13"W 29.75 L58 S89'29'11 "E 80.13 L59 N19'19'35"E 178.64 L60 S70'40'25"E 104.00 L61 N19'19'35"E 10.00 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESI G N SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21062A LU24-Plat Final-03 Docusign Envelope ID: D98DOB5A-BEB8-436C-ACF6-63CDDBF65104 RECEIVED Permit Center Dec 11, 2024 City of Port Orchard Community Development MCCORMIC`K WEST DIVISION 14 PORTIONS OF THE NE 1/4 & THE SE 1/4 & THE SW 1/4 OF THE SW 1/4 & THE NW 1/4 & THE SW 1/4 OF THE SE 1/4 OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON N38 4VO9"E S� rAC00RM12 P p20� O��SNp. 2p221 RED' SCALE: 1" =120' 0 60 120 240 FUTURE DEVELOPMENT TRACTS 14 J & 14-L BOUNDARY DETAIL v�?r R=434.00 A=87'14'02 L=660�1 ��, L TRACT 14-J TRACT 1cc za39 A=8ri4'02" L=7 42 N-4952oa. N50'04'29"E 60.61 FUTURE,342± SF DEVELOPMENT 12,065f SF FUTURE DEVELOPMENT 139.22 859.11 R=25.00 / 14'48'26"J N8 L=37.00 �RPS; Nr LOT/HOUSE NUMBER DESIGNATION TABLES LOTS WHICH MEET CITY STANDARD FOR 3—CAR GARAGE: LOTS 267 THROUGH 271, 346 THROUGH 357, 359, 360, 365, 366, 367, 369, 370 371, 372, 374, 375, 378 THROUGH 381. LOT HOUSE NUMBER 267 5764 TRACE DR SW 268 5774 TRACE DR SW 269 5784 TRACE DR SW 270 5794 TRACE DR SW 271 5804 TRACE DR SW 272 5824 TRACE DR SW 273 5844 TRACE DR SW 274 5864 TRACE DR SW 275 5884 TRACE DR SW 276 5894 TRACE DR SW 277 5904 TRACE DR SW 278 5914 TRACE DR SW 279 5924 TRACE DR SW 280 5944 TRACE DR SW 281 5964 TRACE DR SW 282 5984 TRACE DR SW 283 6021 THORNHILL AVE SW 284 6011 THORNHILL AVE SW 285 6001 THORNHILL AVE SW 286 5991 THORNHILL AVE SW 287 5981 THORNHILL AVE SW 288 5971 THORNHILL AVE SW 302 5970 THORNHILL AVE SW 303 5980 THORNHILL AVE SW 304 5990 THORNHILL AVE SW 305 6000 THORNHILL AVE SW 306 6010 THORNHILL AVE SW 307 4192 SW MULLER LN 345 5994 TRACE DR SW 346 6004 TRACE DR SW 347 6014 TRACE DR SW 348 6034 TRACE DR SW 349 6054 TRACE DR SW 350 6074 TRACE DR SW 351 6084 TRACE DR SW 352 6094 TRACE DR SW 353 6104 TRACE DR SW 354 6124 TRACE DR SW 355 6144 TRACE DR SW 356 6164 TRACE DR SW 357 6184 TRACE DR SW 358 6210 CRESTNER DR SW 359 6220 CRESTNER DR SW 360 6230 CRESTNER DR SW 361 6240 CRESTNER DR SW 362 4311 SW KERBIN LN 363 4321 SW KERBIN LN 364 4331 SW KERBIN LN 365 4341 SW KERBIN LN 366 4351 SW KERBIN LN 367 4361 SW KERBIN LN 368 4371 SW KERBIN LN LOT HOUSE NUMBER 369 6100 LOCHAN RD SW 370 6114 LOCHAN RD SW 371 6128 LOCHAN RD SW 372 6142 LOCHAN RD SW 373 6156 LOCHAN RD SW 374 6170 LOCHAN RD SW 375 6184 LOCHAN RD SW 376 6198 LOCHAN RD SW 377 4370 SW KERBIN LN 378 4360 SW KERBIN LN 379 4350 SW KERBIN LN 380 4340 SW KERBIN LN 381 4330 SW KERBIN LN 382 4320 SW KERBIN LN 383 4310 SW KERBIN LN 384 4300 SW KERBIN LN 385 6328 TELFORD WAY SW 386 6338 TELFORD WAY SW 387 6348 TELFORD WAY SW 388 6358 TELFORD WAY SW 389 6368 TELFORD WAY SW 390 6378 TELFORD WAY SW 391 6388 TELFORD WAY SW 392 6281 CRESTNER DR SW 393 6271 CRESTNER DR SW 394 6261 CRESTNER DR SW 395 6251 CRESTNER DR SW 396 6241 CRESTNER DR SW 397 6231 CRESTNER DR SW 398 6221 CRESTNER DR SW 399 6211 CRESTNER DR SW 400 6201 CRESTNER DR SW 401 6191 CRESTNER DR SW 402 6181 CRESTNER DR SW 403 6171 CRESTNER DR SW 404 6161 CRESTNER DR SW 405 6151 CRESTNER DR SW 406 6141 CRESTNER DR SW 407 6131 CRESTNER DR SW 408 6121 CRESTNER DR SW 409 6111 CRESTNER DR SW 410 6158 TELFORD WAY SW 411 6168 TELFORD WAY SW 412 6178 TELFORD WAY SW 413 6188 TELFORD WAY SW 414 6198 TELFORD WAY SW 415 6164 TALUS LP SW 416 6174 TALUS LP SW 417 6184 TALUS LP SW 418 6194 TALUS LP SW 419 6204 TALUS LP SW 420 6214 TALUS LP SW LOT HOUSE NUMBER 421 6224 TALUS LP SW 422 6234 TALUS LP SW 423 6244 TALUS LP SW 424 6254 TALUS LP SW 425 6264 TALUS LP SW 426 6274 TALUS LP SW 427 6284 TALUS LP SW 428 6294 TALUS LP SW 429 6101 CRESTNER DR SW 430 6091 CRESTNER DR SW 431 6081 CRESTNER DR SW 432 6071 CRESTNER DR SW 433 6061 CRESTNER DR SW 434 6051 CRESTNER DR SW 435 6041 CRESTNER DR SW 436 6070 CRESTNER DR SW 437 6080 CRESTNER DR SW 438 6090 CRESTNER DR SW 439 6096 CRESTNER DR SW 440 6102 CRESTNER DR SW 441 6110 CRESTNER DR SW 442 6120 CRESTNER DR SW 443 6130 CRESTNER DR SW 444 6140 CRESTNER DR SW 445 6150 CRESTNER DR SW 446 6160 CRESTNER DR SW 447 6170 CRESTNER DR SW 448 6103 TRACE DR SW 449 6093 TRACE DR SW 450 6083 TRACE DR SW 451 6073 TRACE DR SW 452 6053 TRACE DR SW 453 6043 TRACE DR SW 454 6033 TRACE DR SW 455 6023 TRACE DR SW 456 6013 TRACE DR SW 457 4244 SW RUSTLER ST 458 4224 SW RUSTLER ST 459 4204 SW RUSTLER ST 460 4184 SW RUSTLER ST 461 4164 SW RUSTLER ST 462 4144 SW RUSTLER ST 463 4124 SW RUSTLER ST 464 4043 SW RUSTLER ST 465 4063 SW RUSTLER ST 466 4083 SW RUSTLER ST 467 4103 SW RUSTLER ST 468 4123 SW RUSTLER ST 469 4143 SW RUSTLER ST 470 4163 SW RUSTLER ST 471 4183 SW RUSTLER ST 472 4203 SW RUSTLER ST 473 4223 SW RUSTLER ST 474 4243 SW RUSTLER ST N88'56'22"W 998.33 R=670.00 —��cg �4'28'37" L=23.74 L=52.35 SHEET 4 OF 12 S\ MSOORM Z Q�P2 � p1 / O��SNO.2p2210 \ R=25.00 REG \ h=58 33'04" �\ L=25.55 \ 9 9GF \ \ S� 59.45� v O'. :m- x. 41299 IS �sl0�'AL LA�� CIVIL ENGINEERING LANDSCAPE ARCHITECTURE 'COM PLANNING �zw� DESI G N SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21O62A LU24-Plat Final-03 Docusign Envelope ID: D98DOB5A-BEB8-436C-ACF6-63CDDBF65104 RECEIVED Permit Center Dec 11, 2024 City of Port Orchard Community Development / to 10.0 )4 00 / S.D.E / o0 / �c / Q h / - ry i 104 0 N1 1111 Mu"U"ORMIC'K WEST DIVISION 14 SCALE: 1" = 40' 0 20 40 LEGEND PORTIONS OF THE NE 1 /4 & THE SE 1 /4 & THE SW 1 /4 OF THE SW 1 /4 & THE NW 1 /4 & THE SW 1 /4 OF THE SE 1 /4 OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON SEE SHEET 3 FOR TRACT 14-N BOUNDARY NORTH OF HERE TRACT 14-N 917,071t SF WETLAND/OPEN SPACE & STORM DRAINAGE SEE TRACT NOTES, SHEET 2 ® FOUND CITY OF PORT ORCHARD STANDARD MONUMENT IN CASE W/ PUNCH STAMPED "41299" ® SET CITY OF PORT ORCHARD STANDARD CASED MONUMENT • FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" o SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" * SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" ALONG PROPERTY LINE OFFSET FROM REAR PROPERTY CORNER, SEE REAR LOT CORNER OFFSET TABLE, SHEET 3 E.P EASEMENT PROVISION, SEE SHEET 2 P.U.E PUBLIC UTILITY EASEMENT, SEE E.P 1 S.D.E PRIVATE STORM DRAIN EASEMENT, SEE E.P 3 P.P.A.E 2.5' X 8' PUBLIC PEDESTRIAN ACCESS EASEMENT, SEE E.P P.S.D.E PUBLIC STORM DRAIN EASEMENT, SEE E.P 7 W.E PRIVATE WATER EASEMENT P.W.E PUBLIC WATER EASEMENT R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON RECORDING OF THIS PLAT (R) RADIAL BEARING _ TRACT 14-N 917,071t SF WETLAND/OPEN SPACE & STORM DRAINAGE SEE TRACT NOTES, SHEET 2 50.00 N89'29'11"W (R) / 21, / / 29.75 CENTERLINE DETAIL 'ER RIGHT I � o � / 26'o MG ovMSG Zq� �\0°6N RE o' I SHEET 5 OF 12 CENTERLINE DETAIL NTS N70'40'45"W 1.82 o _ o� rn _rn LINE TABLE LINE # BEARING LENGTH L1 N19'19'35"E 10.00 CURVE TABLE CURVE # RADIUS DELTA LENGTH C1 50.00 35'05'46" 30.63 C2 25.00 53'54'32" 23.52 C3 r25.00 81'53'59" 35.74 B/GtE - - - - =wAY -- _ - I T-- I I I g18 I �2\ g22 I / 0 II II I g15 I � I I o /l — SWMULLE I 275 � R L/� I 5,200t SF /20.0 �� — I I l � � N78- r26"W IL � I H�04025'w 10 S.D.E / �. _ / G'S 3.33 — N784628^W 339.2— � ..00 --- I 276 5,200t SIF 190 W 104.00 / / 5,1307 ►� M C0�5\02�� \°°6� _ \ I - / 4 / 277 / N78 46' 26"W 59.25 10, P.U.E / 1S4 R • Spr?9 / �v °F easgj�Gc� CIVIL ENGINEERING LANDSCAPE ARCHITECTURE �Coff PLANNING DESI G N 306 41299 q ,w SURVEYING SEE SHEET 6 ��sln c l 3 T E4 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21062A LU24-Plat Final-03 Docusign Envelope ID: D98DOB5A-BEB8-436C-ACF6-63CDDBF65104 RECEIVED Permit Center Dec 11, 2024 City of Port Orchard Community Development SCALE: 1" = 40' 20 40 LINE TABLE LINE # BEARING LENGTH L2 N69'27'47"W 12.63 L3 N35'32'13"E 27.75 TRACT 14-N 917,071t SF WETLAND/OPEN SPACE & STORM DRAINAGE SEE TRACT NOTES, SHEET 2 I I CP rn _ w CIO 10' P.U.E �i N M N I o C. z. � I / SEE SHEET 7 LEGEND 11111 ''111 - k\\1 W�l fl� � � I � I wilo.-I PORTIONS OF THE NE 1 /4 & THE SE 1 /4 & THE SW 1 /4 OF THE SW 1 /4 & THE NW 1 /4 & THE SW 1 /4 OF THE SE 1 /4 OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON / 27' ?0 h \o / / N / 0 0. a ^V C11 00 � H6g2�4 j� C6 91, �1'53'49" SEE SHEET 5 SHEET 6 OF 12 CURVE TABLE CURVE # RADIUS DELTA LENGTH C4 342.00 5'22'47" 32.11 C5 25.00 96'07'58" 41.95 C6 179.00 7'20'50" 22.95 C7 221.00 9'18'39" 35.91 C8 221.00 4'34'53" 17.67 C9 221.00 4'43'46" 18.24 C10 25.00 24'59'23" 10.90 CURVE TABLE CURVE # RADIUS DELTA LENGTH C12 25.00 75'00'00" 32.72 C14 25.00 32'20'09" 14.11 C15 242.00 8'09'37" 34.47 C16 300.00 2'35'38" 13.58 C17 342.00 810'41" 48.81 _ = UU&q L� I l N784626"w 33- 24 _ / I / S-\ 307 ��O01 / M Boa � I I 1 I 1626"w 59 57.00 25 I 1 50.00 N78, ' I 50.00 26 W 19775 I 1 I 50.00 I g I o So. oo O I � � g 1 � I SF M 305 N 0 , 5,000t SF 304 0 1 1 z 5,000t SF W 303 o I I I I Z 5,000t SF 4, 302 p 1 I 10' P.U.E 5,000t SF W �1 1 y I z 24.18 � I W 50.00 _ S.D.E T V Ty 50.001 1 I __ z I 2 1 /LL 4VE$I�V N7846,26"W 2 50.00 - - S.D.E 24.18 _ 50.00 -256.43 4.35 N7846 26" W 302 4- - - _ _ 52.00 N78*46'26"W 242.35 _ I c N I $wRU$ 4.Q50.00 - S.D.E z j� _ _ _ 361.80 50.00 50.00 46.73 10' P.U.E _ 52.00 N78 46 26"w _ 402.12 50. Oi S.D.E 52.00 343.39 _ 10' P.U.E ® FOUND CITY OF PORT ORCHARD STANDARD MONUMENT IN CASE P.U.E PUBLIC UTILITY EASEMENT, SEE E.P 1 W/ PUNCH STAMPED "41299" S.D.E PRIVATE STORM DRAIN EASEMENT, SEE E.P 3 ® SET CITY OF PORT ORCHARD STANDARD CASED MONUMENT P.P.A.E 2.5' X 8' PUBLIC PEDESTRIAN ACCESS EASEMENT, SEE E.P • FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" P.S.D.E PUBLIC STORM DRAIN EASEMENT, SEE E.P 7 o SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" W.E PRIVATE WATER EASEMENT * SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" ALONG PROPERTY LINE OFFSET FROM REAR PROPERTY CORNER, P.W.E PUBLIC WATER EASEMENT SEE REAR LOT CORNER OFFSET TABLE, SHEET 3 R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON E.P EASEMENT PROVISION, SEE SHEET 2 RECORDING OF THIS PLAT (R) RADIAL BEARING �zy R SP�9 F! 1 O : roam x.� 41299 yq sIONAL LAB/ I SEE SHEET 12 / CIVIL ENGINEERING LANDSCAPE ARCHITECTURE 'Con PLANNING 1*zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21062A LU24-Plat Final-03 Docusign Envelope ID: D98DOB5A-BEB8-436C-ACF6-63CDDBF65104 RECEIVED Permit Center Dec 11, 2024 City of Port Orchard Community Development SCALE: 111= 40' 0 20 40 80 LINE TABLE LINE # BEARING LENGTH L4 N00'32'42"E 10.00 L5 N66'16'18"E 25.78 L11 N71'53'32"W 11.42 CURVE TABLE CURVE # RADIUS DELTA LENGTH C12 25.00 75'00'00" 32.72 C15 242.00 8'09'37" 34.47 C16 300.00 2'35'38" 13.58 C20 86.00 8'33'39" 12.85 C21 86.00 40'49'57" 61.29 C22 86.00 10'22'28" 15.57 C23 86.00 18'06'05" 27.17 C34 342.00 1'40'33" 10.00 C36 242.00 11*29'13" 48.52 C37 242.00 11*23'13" 48.09 C38 242.00 11*23'13" 48.09 C39 242.00 11*23'13" 48.09 C40 242.00 11'23'13" 48.09 C41 242.00 1'52'29" 7.92 C42 754.00 3'24'03" 44.75 C43 754.00 4*16'59" 56.37 C44 754.00 2'32'08" 33.37 C46 654.00 4'39'43" 53.21 M Mu"U"ORMI U`K WEST DIVISION 4 SHEET 7 OF 12 PORTIONS OF THE NE 1 /4 & THE SE 1 /4 & THE SW 1 /4 OF THE SW 1 /4 & THE NW 1 /4 & THE SW 1 /4 OF THE SE 1 /4 OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON LEGEND ® FOUND CITY OF PORT ORCHARD STANDARD MONUMENT IN CASE "41299" CZ) h SEE SHEET 6 W/ PUNCH STAMPED / / / ® SET CITY OF PORT ORCHARD STANDARD CASED MONUMENT ' ' 281 // 283 • FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" / ��`� // 284 o SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" 2' O/S * SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" W 10400 / co, ALONG PROPERTY LINE OFFSET FROM REAR PROPERTY CORNER, ,, SEE REAR LOT CORNER OFFSET TABLE, SHEET 3 v / E.P EASEMENT PROVISION, SEE SHEET 2 6 5, 982SF o / �%- P.U.E PUBLIC UTILITY EASEMENT, SEE E.P 1 u / h v S.D.E PRIVATE STORM DRAIN EASEMENT, SEE E.P 3 2' 0/ S P.P.A.E 2.5' X 8' PUBLIC PEDESTRIAN ACCESS EASEMENT, SEE E.P 00 N7g•06,57„ / W 104.00 a P 474 P.S.D.E PUBLIC STORM DRAIN EASEMENT, SEE E.P 7 �r x W.E PRIVATE WATER EASEMENT 345 6,354t SF �� 21' 473 472 P.W.E PUBLIC WATER EASEMENT i 0 21, I/ R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON N87'46'45"W (R) I 0 \ RECORDING OF THIS PLAT I a I (R) RADIAL BEARING CURVE TABLE CURVE # RADIUS DELTA LENGTH C47 654.00 4*19'24" 49.35 C49 654.00 4*16'59" 48.89 C51 654.00 4'22'54" 50.02 N89'27'18"W 104.03 C34 LO - _ PREVIOUS TRACT 13-A LINE S.D.E N89'27'18"W 104.00 J S _ _ W RUSTLER _ R-0 w Sr I 37�11 5 o �, I - I coLij N o 346 o 6,708t SF w oo z 10' P.U.E i M rn / Lij <O CN r I _ I ZI I TRACT 14-N 917,071t SF N89.27'18"w 104.00 I �2 I 457 1 1 WETLAND/OPEN SPACE w & STORM DRAINAGE � `' a18-07'18" I N I 458 SEE TRACT NOTES, SHEET 2 � L=63.26 o 347 I I 459 Z 7,140t SF I I N i 11 I 15'X10'P.W.E -' Cq 120 o1.,w 10 5.0 j o 1 4.00 iR) �� o U /25.0 N78 46 28"w 164.52 9F S.D.E / S.D.E N11'13'34"E 348 50.0 30.02 r` DO 7,526t SF 4 456 �9. 10.0 //o� 9,959t SF �� 10' P.U.E iRJ H6 ^� 8/ v / 9482�"w a° N. \ / �� ,�� `� S.D.E �O� / �_ 349 9p05G 6° 01 's. 7,134t SF A--2'40'38" L=42.08 455 350 0 A--0'52'32" S.D.E NS 10,000t SF 20.0 A--0'37'04" L=9.71 S.D.E y 6 352244± SF �o A-0'40'43" o. 354 4r-� 7,637t SF 0 15' PRIVATE ACCESS & UTILITY EASEMENT SEE E.P 8 PREVIOUS TRACT- 13-A LINE 4� •23 N�1.21'26„E TRACT 14-N 917,071t SF WETLAND/OPEN SPACE & STORM DRAINAGE SEE TRACT NOTES, SHEET 2 353 0� 7,OO6t SF L=9.43-\ 10' P.U.E N41'09'55"W (R)---� G N71'53'32"W 21.88 37, 6,646t SF L=12.16 L�15G6 / N5229'55"E _ 351 00 4.0 , Gyp, / 23.05 6,738t SF 454 J it 6G� P.P.A.E / J�LR> 8,535t SF ° �tk19NN 2 D 60 5 N�NG 9! 1�. 453 D�� Gp D Rti s�9, 6,986t SF g`L s 452 GHQ .NG1�1 D' GNi i p IN65 6,014t SF 451 5,135t SF o0 �-20.40 450 'o / c, 4j y� �O 5,263t Sr o h � 11• � Q. 10' S.D.E oo= h / �s 449 �o C11 _� � u / �6 5,158t SF o I N v 00 n co co 41- 1 448 1 to. �1 `a \ 5,618t SF <'_ 10' P.U.E \ \ \ 355 447 \ \ \ 3rjQo \ a 356 SEE SHEET 8 446 Gg1 445 -A--1'05'21" L=12.43 �66G N6�titi 2� o� 443 J 444 �zy R SP�9 WAs'gl��' a 41299 ONAL LA 441 442 440 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESI G N SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21062A LU24-Plat Final-03 Docusign Envelope ID: D98DOB5A-BEB8-436C-ACF6-63CDDBF65104 RECEIVED Permit Center Dec 11, 2024 City of Port Orchard Community Development ILEGEND ® FOUND CITY OF PORT ORCHARD STANDARD MONUMENT IN CASE W/ PUNCH STAMPED "41299" ® SET CITY OF PORT ORCHARD STANDARD CASED MONUMENT • FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" o SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" s SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" ALONG PROPERTY LINE OFFSET FROM REAR PROPERTY CORNER, SEE REAR LOT CORNER OFFSET TABLE, SHEET 3 E.P EASEMENT PROVISION, SEE SHEET 2 P.U.E PUBLIC UTILITY EASEMENT, SEE E.P 1 S.D.E PRIVATE STORM DRAIN EASEMENT, SEE E.P 3 P.P.A.E 2.5' X 8' PUBLIC PEDESTRIAN ACCESS EASEMENT, SEE E.P P.S.D.E PUBLIC STORM DRAIN EASEMENT, SEE E.P 7 W.E PRIVATE WATER EASEMENT P.W.E PUBLIC WATER EASEMENT R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON RECORDING OF THIS PLAT TRACT 14-N 917,071t SF WETLAND/OPEN SPACE & STORM DRAINAGE SEE TRACT NOTES, SHEET 2 SCALE: 1" = 40' 0 20 40 80 45'43)(R)��R0 41- Ir% 10' P.U.ELLJ X W 96! = 20.00 N86'25'00"W LLJ W l�� aQ/O ��S p=96 46 I / I SEE SHEET 10 11111 ''111 - k\\1 W�l fl� � � I � I wicw-1 PORTIONS OF THE NE 1 /4 & THE SE 1 /4 & THE SW 1 /4 OF THE SW 1 /4 & THE NW 1 /4 & THE SW 1 /4 OF THE SE 1 /4 OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON SEE SHEET 7 T - \ -%7 \\4, zo N I� 0=8'28'57" 1 0" !; L=82.02 / v 357 / TRACT 14-E- ,133t SF / 961t SF OPEN SPACE & P.W.E / PEDESTRIAN ACCESS 39.0/ t / G�1K 00 0 LINE TABLE LINE # BEARING LENGTH L7 N26'05'05"W 30.29 L8 N40'54'14"W 47.49 L53 N55*17'l3"W 36.19 L54 N55'l7'13"W 36.19 L56 N25'02'00"E 37.96 L62 N26'58'40"E 20.00 L63 N12'14'36"E 20.00 SHEET 8 OF 12 10' X 10' P.W.E �r / / / 0 4.0 o�4r / 0 v / / I I 21' 21' i _ 15' X 10' P.W.E \ 1 � \ \ N \ SEE SHEET 10 CURVE TABLE CURVE # RADIUS DELTA LENGTH C24 86.00 20'25'49" 30.67 C27 479.00 5'23'48" 45.12 C28 25.00 101'56'55" 44.48 C29 184.00 6'34'25" 21.11 C62 226.00 7'25'58" 29.32 C63 226.00 9'00'50" 35.55 C64 25.00 44'41'55" 19.50 C65 25.00 88'38'39" 38.68 C66 25.00 43'56'44" 19.17 C67 340.00 2'47'33" 16.57 C71 250.00 2'47'33" 12.18 C72 250.00 9'24'25" 41.05 C73 250.00 9'24'25" 41.05 C77 521.00 1'07'34" 10.24 C78 521.00 2*11'59" 20.00 C79 25.00 96'46'25" 42.23 C80 25.00 95'39'53" 41.74 C81 25.00 8'l7'44" 3.62 C82 25.00 103'57'37" 45.36 C83 422.00 3'58'00" 29.22 C84 422.00 5'35'34" 41.19 C85 422.00 5'29'20" 40.43 C86 422.00 5'26'21" 40.06 C87 422.00 5*18'25" 39.09 C88 422.00 5'l8'25" 39.09 C89 422.00 5*18'25" 39.09 C90 422.00 5*18'25" 39.09 C91 422.00 5*18'25" 39.09 C92 422.00 5'17'29" 38.97 C93 422.00 1 *19'37" 9.77 C103 25.00 96'05'39" 41.93 C104 402.00 2*11'08" 15.33 C105 402.00 7'07'27" 49.99 C106 402.00 7'07'27" 49.99 C107 402.00 7'07'29" 49.99 C108 402.00 7'07'34" 50.00 C109 402.00 7'07'41" 50.01 C110 402.00 7'07'50" 50.03 C111 402.00 7'l8'42" 51.30 C112 402.00 1'25'31" 10.00 C120 512.00 2'12'21" 19.71 C121 512.00 5*18'25" 47.42 C122 512.00 5*18'25" 47.42 C123 512.00 5'l8'25" 47.42 C124 512.00 5*19'23" 47.57 C125 512.00 1 *17'43" 11.57 C145 310.00 8*14'05" 44.55 C146 310.00 7*10'00" 38.78 C147 310.00 7*10'00" 38.78 C148 310.00 7*10'00" 38.78 C149 310.00 7'l0'00" 38.78 C150 310.00 7*10'00" 38.78 C151 310.00 7'l0'00" 38.78 C152 310.00 7-08'14" 38.62 C153 310.00 1'50'54" 10.00 C162 310.00 3'41'57" 20.01 C195 415.00 6'05'44" 44.15 C196 521.00 4'34'11" 41.55 C198 521.00 4'29'04" 40.78 C199 521.00 0'29'15" 4.43 C202 521.00 0'40'54" 6.20 C203 500.00 2'13'33" 19.42 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE 444UKC PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21062A LU24-Plat Final-03 Docusign Envelope ID: D98DOB5A-BEB8-436C-ACF6-63CDDBF65104 RECEIVED Permit Center Dec 11, 2024 City of Port Orchard Community Development V SCALE: 1" = 40' 0 20 40 80 TRACT 14-N 917,071f SF WETLAND/OPEN SPACE & STORM DRAINAGE SEE TRACT NOTES, SHEET 2 SEE SHEET 3 FOR TRACT 14-N BOUNDARY WEST OF HERE /oo oo• 11111 ''111 - k\\1 W�l fl� � � I � I wilo.-I SHEET 9 OF 12 PORTIONS OF THE NE 1 /4 & THE SE 1 /4 & THE SW 1 /4 OF THE SW 1 /4 & THE NW 1 /4 & THE SW 1 /4 OF THE SE 1 /4 OF �� p2 SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. N6659 60 CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON �g1 g2 10S.D.E E s N69 2�,2 6� 01 r'cp 2 6p 0� a 369 370 8,085t SF � � �� p0 10' S.D.E 7,310t SF _o �z PRIVATE ACCESS & J 371 rn UTILITY EASEMENT 7,018t SF SEE E.P 17 N19'33'06"E C 372 `L 16.35 373 _ - _ 6,669t SF �;Y 7,078t SF C54 N `L1 i 6 10 4.0 374 P.P.A.E N68212 5� N21'32'39"W 6,740t S \ \ �� VO \ 0 375 6,604t SF lV \ ti�2 C58 376 5,917t S2 ' Q I 8s \ N51'18'47"W \ °0 48.85 / 0�0 S.D.E Q 0 SIGHT LINE `� \ / SOS /�t EASEMENT SEE E.P 7 3.5' PUBLIC SIDEWALK tK EASEMENT, SEE E.P 9 1 /2 A 0 / �tK L55 N . 23. a 1 9 Is this a reserve strip? LEGEND ® FOUND CITY OF PORT ORCHARD STANDARD MONUMENT IN CASE W/ PUNCH STAMPED "41299" ® SET CITY OF PORT ORCHARD STANDARD CASED MONUMENT • FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" a SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" * SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" ALONG PROPERTY LINE OFFSET FROM REAR PROPERTY CORNER, SEE REAR LOT CORNER OFFSET TABLE, SHEET 3 E.P EASEMENT PROVISION, SEE SHEET 2 P.U.E PUBLIC UTILITY EASEMENT, SEE E.P 1 S.D.E PRIVATE STORM DRAIN EASEMENT, SEE E.P 3 P.P.A.E 2.5' X 8' PUBLIC PEDESTRIAN ACCESS EASEMENT, SEE E.P P.S.D.E PUBLIC STORM DRAIN EASEMENT, SEE E.P 7 W.E PRIVATE WATER EASEMENT P.W.E PUBLIC WATER EASEMENT R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON RECORDING OF THIS PLAT (R) RADIAL BEARING F R,�N 29.00 N N r h ,o �5 10.7��2 ^� � ti1 10 / y0p. SIGHT LINE o �� EASEMENT SEE E.P 7 o' �N56'36'21"E - -' 57.96 L9 A-4'40'35" \ \ 368 L=24.49 \ 6,282t SF f''C60 \., 367 4- �� 6 300f SF TRACT 14-H 5,310t SF OPEN SPACE LINE TABLE LINE # BEARING LENGTH L9 N47'18'31"E 6.19 L10 N01.33'15"E 21.66 L55 N47'18'31"E 2.85 CURVE TABLE CURVE # RADIUS DELTA LENGTH C30 21.00 104'55'38" 38.46 C31 279.00 6*13'12" 30.29 C32 25.00 76.53'57" 33.55 C33 50.00 20'23'28" 17.79 C53 50.00 22.48'15" 19.90 C54 50.00 60'43'07" 52.99 C55 321.00 3'43'49" 20.90 C56 321.00 6'00'54" 33.70 C57 321.00 10'47'05" 60.42 C58 321.00 0.37'03" 3.46 C59 25.00 90'00'00" 39.27 C60 21.00 90'00'00" 32.99 C61 226.00 1.34'52" 6.24 C203 500.00 2*13'33" 19.42 9 10.0 �� °o -719 \ \ S.D.E 111b 'o ° \ 366 \ 6,300t SF \ �O \ � 10' P.U.E fig. ° \ 365 \ \ 6,300t SF \ \ S.D.E alb TRACT 14-N 917,071t SF WETLAND/OPEN SPACE & STORM DRAINAGE SEE TRACT NOTES, SHEET 2 -\ \15.0\ \ \ \ 363 \ \ 362 2 � o> o^ / 10' P.U.E TRACT 14-G SEE SHEET 8 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESI G N SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21062A LU24-Plat Final-03 Docusign Envelope ID: D98DOB5A-BEB8-436C-ACF6-63CDDBF65104 RECEIVED Permit Center Dec 11, 2024 City of Port Orchard Community Development MUUORMIUK -WEST DIVISION 4 SHEET 10 OF 12 PORTIONS OF THE NE 1 /4 & THE SE 1 /4 & THE SW 1 /4 OF THE SW 1 /4 & THE NW 1 /4 & THE SW 1 /4 OF THE SE 1 /4 OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON SEE SHEET 11 �-- 408 - �_// 407 I �I / 406 10' P.U.E I I S.D.E 405 -- J-/ r--- W I 412 \ / I ►J SCALE: 1" = 40' / / / 404 - Q 0 20 40 80 / U O / J 6.23 23 N86'09'01 "W 90.00 C118 �, m TRACT 14-E / 403 5o C117- _ _ _ - - - - \',9 CL f--10' P.U.E �65' - 413 10' P.U.E rn I L I o 3,897t SF w LU 402 415 0 I o LEGEND / / / 4,060± SF 4,583t SF I CDI N86'09'01"W 90.00 CD,/ 417 ® FOUND CITY OF PORT ORCHARD STANDARD MONUMENT IN CASE / �1N / 3 z T`Vn I Z SC` W/ PUNCH STAMPED "41299" / / -� 4,054t SF o N I S.D.E � / o N05'36'32"W (R) z I Z LO I 414 06 ® SET CITY OF PORT ORCHARD STANDARD CASED MONUMENT 4,0411t$S.D.E SF I I I 4,927t SF 06 2 _ - • FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" / S / / �G_ II C159 15.0 15C160 L / � .0 o SET 1 /2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" / / / / '�� 4,028 9 SF �o C158 C161 , r C151 10' X 15' P.W.E PUBLIC SIDEWALK EASEMENT, p5 � * SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" / i SEE DETAIL LOWER RIGHT 16R ALONG PROPERTY LINE OFFSET FROM REAR PROPERTY CORNER, SEE REAR LOT CORNER OFFSET TABLE, SHEET 3 ��y 420 S.D.E 4,066t SF 10.0 LP SW- \ / E.P EASEMENT PROVISION, SEE SHEET 2 / siy / / /TALUS RC W 10' x 10' \ / / 90 ^� P.U.E PUBLIC UTILITY EASEMENT, SEE E.P 1 / �9 10' / r, 10' P.U.E Illy P.S.D.E PRIVATE STORM DRAIN EASEMENT, SEE E.P 3 / gN TRACT 14-F / 421 / G1 903t SF \ R=25.00 P.P.A.E 2.5' X 8' PUBLIC PEDESTRIAN ACCESS EASEMENT, SEE E.P / OPEN SPACE & PEDESTRIAN ACCESS d=10L=43. 2 1 /d=3'46'12" P.S.D.E PUBLIC STORM DRAIN EASEMENT, SEE E.P 7 10' X 10' / / Acceptable by PW? L=43.92 / L=19.01 P.W.E W.E PRIVATE WATER EASEMENT / 422 �, r P.W.E PUBLIC WATER EASEMENT / �1`1`O 5c� O1K R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON RECORDING OF THIS PLAT ��% / N25'36'04"E (R) RADIAL BEARING 423 / ti0� / 39.52 / R=263.60 / d=12'10'06" r� L=55.98 CURVE TABLE CURVE # RADIUS DELTA LENGTH C68 340.00 5'53'32" 34.97 C69 25.00 96'46'25" 42.23 C70 310.00 12*16'18" 66.38 C74 250.00 9'24'25" 41.05 C75 250.00 9'24'25" 41.05 C76 250.00 5'53'32" 25.71 C113 402.00 7*19'01" 51.34 C114 402.00 7'08'32" 50.11 C115 402.00 7'08'49" 50.14 C116 402.00 7'09'06" 50.18 C117 402.00 7'09'24" 50.21 C118 402.00 5*1522" 36.88 C119 20.00 94'30'16" 32.99 C154 310.00 7*08'16" 38.62 C155 310.00 7*10'00" F38.78 RIGHT-OF-WAY / h 188t SF = N52'19'30"W (R) DEDICATED R-O-W TO CITY OF PORT ORCHARD ` UPON RECORDING OF THIS PLAT / J A=39'56'08" L=17.43 TRACT 14-C 79,389t SF d=25'50'13" L=11.27 / OPEN SPACE � Q I I LINE TABLE LINE # BEARING LENGTH L57 N08'33'52"E 27.04 L58 N07'32'20"W 20.70 L59 N11'36'00"W 18.54 G e h / Z ^0� v / / � O I / N 0 R=25.00 I rn 21' 21' I A=35'07'26" \1/146� \ L=15.33 I N37'32'11"E 18.91 15' X 10' Op r,� TR I 428 P.W.E 1 N42'54'08"W (R)-- \\ ` �o`O `x,'9 W I , \ACT �4 k----, I _ _ 1 R=600.00 a \ / \ I 1 2'58'37" � I ;' \ L=31.17 ! �,, R=25.Op \ W i "E 64.11 y PUBLIC ALLEY N�a'2400 \ LO \ �° \� / 5� ��99, p=58'33�0¢4 PARKING ESMT. 63,53 `' r / 9 p'�%`off �\ 25'SS I R-25p.00 SEE IN 12 R-O-W N7a'2400"E vl � '0 � 10' P.U.E 10' P.U.E / 4=46'1847" L=202.08 15.31 41 p0 -� / d=31'25'56" S.D.E 0.0� �� C74 C75 C76- 7.21 a', / / �G0 6G. S,, y� S.D.E A--54'24'43" L=23.74 389 0 o g 385 m o 4,091t SF W 388 386 ^� 387 4,359t SF W 3:4,109t SF , 4,359t SF ao ul 25.00 PUBLIC SIDEWALK :t N z s o 4 52'35" V' L` / EASEMENT DETAIL 2 0 Z�41.40 DIN NOT TO SCALE Z z N78'24'00"E 15.31 N�a'24 O("E 49' �° cv� LOT 414 i rn O/ N 15' W.E 4=9'24'25" rn 65.2i ' PUBLIC SIDEWALK h � SEE R_340.00 L=55.82 d=9'24'25" L=55.82 C68 J G1g2 _ _ EASEMENT _ _ SEE E.P. 9� E.P-15 d=46*18'47" L=274.83 '� / � 15' W.E --�-----SEE E.P 14-��- C1930' Cl6j r-�-_J Goo6p -- 10' P.U.E C194 15' W.E r d=50'57'33" L=369.10 SEE E.P 13 ACUS LP SW 0.40' L=488.62 - / R=434.00 d=8714'02" L=660.77 TRACT 14-G I_ 12,352t SF OPEN SPACE 2=485.00 d=87'14'ng" I =7-;R d) CURVE TABLE CURVE # RADIUS DELTA LENGTH C156 310.00 7'10'00" 38.78 C157 310.00 710'00" 38.78 C158 310.00 7'08'00" 38.60 C159 310.00 8'03'04" 43.56 C160 310.00 3'41'50" 20.00 C161 310.00 11'44'50" 63.56 C164 25.00 82'17'06" 35.90 C192 415.00 4'23'23" 31.79 C193 415.00 7'30'58" 1 54.44 C194 415.00 16'18'58" 118.18 C204 25.00 10'32'56" 4.60 C205 25.00 71*44'11" 31.30 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESI G N SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21062A LU24-Plat Final-03 Docusign Envelope ID: D98DOB5A-BEB8-436C-ACF6-63CDDBF65104 RECEIVED Permit Center Dec 11, 2024 City of Port Orchard Community Development SCALE: 1" = 40' 0 20 40 SEE SHEET 8 SEE SHEET 8 CURVE TABLE CURVE # RADIUS DELTA LENGTH C45 654.00 6'08'04" 70.02 C48 654.00 5'05'33" 58.13 C50 654.00 5'05'33" 58.13 C52 654.00 2*25'12" 27.62 C94 422.00 5*18'25" 39.09 C95 422.00 5*18'25" 39.09 C96 422.00 518'25" 39.09 C97 422.00 5*18'25" 39.09 C98 422.00 5*18'25" 39.09 C99 422.00 5*18'25" 39.09 C100 422.00 5'26'21" 40.06 C101 422.00 4*1503" 31.31 C102 20.00 93'59'31" 32.81 C126 512.00 518'25" 47.42 C127 512.00 5*18'25" 47.42 C128 512.00 5*18'25" 47.42 C129 512.00 5*18'25" 47.42 C130 j 512.00 j 5'18'25" j 47.42 IN MIS i 11 1 PORTIONS OF THE NE 1 /4 & THE SE 1 /4 & THE SW 1 /4 OF THE SW 1 /4 & THE NW 1 /4 & THE SW 1 /4 OF THE SE 1 /4 OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON CURVE TABLE CURVE # RADIUS DELTA LENGTH C131 512.00 5*18'25" 47.42 C132 512.00 01551" 2.36 C133 421.00 5'07'42" 37.68 C134 421.00 6'30'50" 47.86 C163 421.00 2'43'20" 20.00 C165 260.00 8*14'28" 37.40 C166 260.00 9*33'11" 43.35 C167 260.00 8'49'01" 40.01 C168 350.00 8*14'28" 50.34 C169 25.00 85'25'56" 37.28 C170 554.00 3'24'59" 33.03 C171 554.00 5'05'33" 49.24 C172 554.00 5'05'33" 49.24 C173 554.00 5'13'49" 50.57 C174 554.00 5*18'42" 51.36 C175 554.00 2'26'05" 23.54 C176 379.00 4'07'07" 27.24 C177 379.00 7'34'51" 50.15 14 SEE SHEET 7 SHEET 11 OF 12 437 cw, Oho . 443 5,434t SF 444 N12'11'34"W (R) ,�p ,196t SF 'o / �N0 r, � � C1'j7 � `9 S.D.E �15.0 �� C116 / 7.00 C17 / 20.0 �� / 15' X 10' P.W.E 3.05 410 'i C�73 �6'cS C 4,881t SF P.P.A.E C13�i 1 SEE I 2 C133 v a C131 4.0 \~-N14'53'11"W (R) o \ �Ri N76p326"E 9 10' P.U.E C13C C132 �; 1 409 1 'a 'o cD l 4,5477t1SF AAO 3 5.254t SF 1 � LINE TABLE LINE # BEARING LENGTH L64 N22'45'41"W 10.05 L65 N22'45'41"W 10.05 L66 N22'45'41"W 14.78 L67 N65'22'40"E 25.19 vow ° R� SS Rom. :o o 41299 O*AL LA05/ � I / / > I I I / �Q rn 100 rn C o a SEE SHEET 10 ! FOUND CITY OF PORT ORCHARD STANDARD MONUMENT IN CASE W/ PUNCH STAMPED "41299" ® SET CITY OF PORT ORCHARD STANDARD CASED MONUMENT • FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" o SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" * SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" ALONG PROPERTY LINE OFFSET FROM REAR PROPERTY CORNER, SEE REAR LOT CORNER OFFSET TABLE, SHEET 3 E.P EASEMENT PROVISION, SEE SHEET 2 P.U.E PUBLIC UTILITY EASEMENT, SEE E.P 1 S.D.E PRIVATE STORM DRAIN EASEMENT, SEE E.P 3 P.P.A.E 2.5' X 8' PUBLIC PEDESTRIAN ACCESS EASEMENT, SEE E.P P.S.D.E PUBLIC STORM DRAIN EASEMENT, SEE E.P 7 W.E PRIVATE WATER EASEMENT P.W.E PUBLIC WATER EASEMENT R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON RECORDING OF THIS PLAT CIVIL ENGINEERING LANDSCAPE ARCHITECTURE 'Con PLANNING 1*zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21062A LU24-Plat Final-03 Docusign Envelope ID: D98DOB5A-BEB8-436C-ACF6-63CDDBF65104 RECEIVED Permit Center Dec 11, 2024 City of Port Orchard Community Development SCALE: 1" = 40' 0 20 40 80 SHEET 12 OF 12 PORTIONS OF THE NE 1 /4 & THE SE 1 /4 & THE SW 1 /4 OF THE SW 1 /4 & THE NW 1 /4 & THE SW 1 /4 OF THE SE 1 /4 OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 469 468 W SwRUSTLERST 361.80 _ 10' P.U.E N784626'w I .39 402.12-----, -7:S.D.E 33 - r 10' P.U.E N 189 I 29� I I 291 I I I 2g2 N78.45'26"W 52.49 218.50 54.53 0 51.03 0 o 50.18 w 467 _M 5,115t SF 466 z N 5,282t SF z C 465 5,309t SF ^ I _ S.D.E 0 464 20.0 0 5,483t SF W 21.61 A=0'31'02" Co �p C191 L=9.22 = o 4_4.5226 C190 S.D.E 1, 2 G (,85 o� 4p 6g \' X 10' P.W.E 4,4•S / d 448 5" R;10pQOO" $� 5000 ��40.241 R� R$j 6.1 ��9I \ ,� 2.04 N 00 01 rk �i '.W.E \ C1141 97 N7354 0p"W 1S\ N7 .72 4 ^ 19.00 / z / 354 00"w 9946 Go �. co 8 Q / N / 21' / 435 �' 4 cp M I O 21' "' / 5,436t SF \1 / v N73S40pry L=3.47 / W l W 105 07 l 0.75 rn 434/C', v 6,087t SF O / o / 49 ly .1C11) 00 i�%L�- / �3� -,---- _. 3.60 /� �o� CURVE TABLE CURVE # RADIUS DELTA LENGTH C135 421.00 6'55'39" 50.90 O� ��0 429 C136 421.00 6'27'37" 47.47 N�D1 / �� 6,011t SF J*3 / C137 271.00 3-11'15" 15.08 SyF , /�� / / �9, �C� C138 271.00 10'29'54" 49.66 LEGEND sop �'��`�/ / VP C139 271.00 10*30'32" 49.71 � �'' / O 410 \ �� / �^� 0 0� C140 25.00 39*10'33" 17.09 ® FOUND CITY OF PORT ORCHARD STANDARD MONUMENT IN CASE p''�O / c�' �` C141 25.00 53'07'48" 23.18 W/ PUNCH STAMPED "41299° ® SET CITY OF PORT ORCHARD STANDARD CASED MONUMENT C142 25.00 94*14'04" 41.12 1 / � h • FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" �,`�/ C143 25.00 92'34'05" 40.39 TRACT 14-B 199± SF//D� o C144 25.00 92'18'21" 40.28 o SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" o 411 I� OPEN SPACE / oo' C178 229.00 9'23'04" 37.51 o * SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" � ALONG PROPERTY LINE OFFSET FROM REAR PROPERTY CORNER, I / C190 1021.00 2'46'44" 49.52 SEE REAR LOT CORNER OFFSET TABLE, SHEET 3 / / C191 1021.00 1'34'40" 28.11 E.P EASEMENT PROVISION, SEE SHEET 2 SEE SHEET 11 // C197 25.00 94'14'04" 41.12 P.U.E PUBLIC UTILITY EASEMENT, SEE E.P 1 / C207 421.00 14'30'03" 106.55 S.D.E PRIVATE STORM DRAIN EASEMENT, SEE E.P 3 / � R Sp P.P.A.E 2.5' X 8' PUBLIC PEDESTRIAN ACCESS EASEMENT, SEE E.P �� of 'waskgG'G CIVIL ENGINEERING P.S.D.E PUBLIC STORM DRAIN EASEMENT, SEE E.P 7 41 `o. LANDSCAPE ARCHITECTURE b x x W.E PRIVATE WATER EASEMENT PLANNING � : � : o P.W.E PUBLIC WATER EASEMENT 4� 41299 ¢�q .' �w DESIGN SURVEYING sj •. I STE.. R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON 4L LAB 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 RECORDING OF THIS PLAT JOB NO_ 21062A LU24-Plat Final-03