The URL can be used to link to this page

039-24 - Resolution - Final Plat Approval McCormick West Division 13Docusign Envelope ID: 125ECF59-7ED6-4976-940E-0127CA0416E2 RESOLUTION NO.039-24 A RESOLUTION OF THE CITY OF PORT ORCHARD, WASHINGTON, GRANTING FINAL PLAT APPROVAL FOR AN 82-LOT AND 9-TRACT PLAT KNOWN AS MCCORMICK WEST DIVISION 13. 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 13 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 May 21, 2024, application was submitted for the final plat of Division 13 of the McCormick West preliminary plat to include 82 single-family residential lots and 9 tracts; and WHEREAS, City staff have reviewed the proposed final plat for compliance with the Port Orchard Municipal Code, and recommends approval subject to adequate bonding/securities in place to ensure the completion of remaining work in the event the Applicant should fail to comply with the terms of the preliminary plat approval; and WHEREAS, the Director of Public Works has determined that the proposed means of sewage disposal and water supply are adequate as constructed or bonded, and recommends approval of the final plat; and WHEREAS, the City Engineer recommends approval of the final plat; and WHEREAS, the City Community Development Director recommends approval of the final plat; and WHEREAS, the Applicant has secured bonds guaranteeing completion of certain improvements required by the Preliminary Plat Approval; and WHEREAS, the City Council finds that the McCormick West Division 13 Final Plat conforms to all terms and conditions of the preliminary plat approval, as approved by the Docusign Envelope ID: 125ECF59-7ED6-4976-940E-0127CA0416E2 Resolution No. 039-24 Page 2 of 2 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 13 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 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 13, as illustrated and as legally described in Exhibit A, attached hereto; and THAT: The McCormick west Division 13 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 23rd day of July 2024. ATTEST: DocuSigned by: dfiASASdRRflf1(1d1R Brandy Wallace, MMC, City Clerk k*13 ',0F Er Signed by: 6b P4MUSWA, 3B96492E3F5847D... Robert Putaansuu, Mayor Docusign Envelope ID: 125ECF59-7ED6-4976-940E-0127CA0416E2 RECEIVED Permit Center JUL 12, 2024 City of Port Orchard Community Development MCCnRMICK WEST DIVISION 13 PORTIONS OF THE SE 1/4 OF THE NW 1/4 & SW 1/4 OF THE NE 1/4 &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 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 13 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 _ ) ON THIS __ DAY OF 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. 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 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 3 � 3 w y ZS a y W OLD CLIFTON R N °' 0 } SITE 4 WOODS IwIlh VICINITY MAP 1" = 4,000' THE SE 1/4 OF THE NW 1/4 & SW 1/4 OF THE NE 1/4 & 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 17, TWP. 23N, RGE. 1E, W.M. CITY ENGINEER'S APPROVAL SHEET 1 OF 10 I HEREBY CERTIFY THAT THIS FINAL PLAT IS CONSISTENT NTH 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 13, 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 R. SPRAGUE DATE CERTIFICATE NUMBER 41299 �� . R • Sph'94'G CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING Q' �w DESIGN SURVEYING ..p 41299 p . ANAL LAB v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21062A L11-1124-Plat Final-01 Docusign Envelope ID: 125ECF59-7ED6-4976-940E-0127CA0416E2 RECEIVED Permit Center JUL 12, 2024 City of Port Orchard Community Development MCCORMICK WEST I�IV�SION 13 PORTIONS OF THE SE 1/4 OF THE NW 1/4 & SW 1/4 OF THE NE 1/4 &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 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 1H AND 1S, 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. APN: 5696-000-141-0008 AND 5696-000-150-0006 RESTRICTIONS OF RECORD 1. 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. 2. THIS SITE IS SUBJECT TO A WATER ALLOCATION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NO. 9209170094. 3. 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 MODIFICATIONS) OF SAID COVENANTS RECORDED UNDER RECORDING NUMBERS 202102170330, 202109070143, 202202240060, 202203230009, 202309130040 AND 202312040077. 4. 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. 5. 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. 6. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "ASSIGNMENT OF AGREEMENTS, EASEMENTS, COVENANTS AND RECORDED INTERESTS IN PROPERTY" RECORDED UNDER RECORDING NUMBER 201512310228. 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 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 35 OF PLATS, PAGES 214 THROUGH 223, INCLUSIVE, RECORDS OF KITSAP COUNTY, WASHINGTON, SHOWN HEREON WHERE APPLICABLE. 10. 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. 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 CHAPTER 16.50, PRIOR TO ISSUANCE OF BUILDING PERMITS FOR RESIDENTIAL DWELLING UNITS, SCHOOL IMPACT FEES SHALL BE PAID. MAINTENANCE COVENANTS 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. TRACT 13—A, 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. 2. TRACTS 13—B, OPEN SPACE & UTILITIES TRACTS, SHALL BE OWNED AND MAINTAINED BY MCCORMICK WOODS ASSOCIATION. CITY OF PORT ORCHARD SHALL HAVE THE RIGHT TO ENTER SAID TRACT IN ORDER TO OPERATE, INSPECT, MAINTAIN OR RECONSTRUCT THE WATER FACILITIES WITHIN THE TRACT. 3. TRACTS 13—C, TRACT 13—D AND TRACT 13—E, OPEN SPACE TRACTS, SHALL BE OWNED AND MAINTAINED BY MCCORMICK WOODS ASSOCIATION. 4. TRACT 13—F, A PRIVATE ACCESS & UTILITIES TRACT, SHALL BE OWNED AND MAINTAINED BY MCCORMICK WOODS ASSOCIATION. CITY OF PORT ORCHARD SHALL HAVE THE RIGHT TO ENTER SAID TRACT IN ORDER TO OPERATE, INSPECT, MAINTAIN OR RECONSTRUCT THE STORM DRAIN AND SEWER FACILITIES WITHIN THE TRACT. PRIVATE ACCESS BENEFITS LOTS 291 AND 292. 5. TRACTS 13—G, 13—H & 13—J ARE FUTURE DEVELOPMENT TRACTS. SAID TRACTS SHALL BE OWNED AND MAINTAINED BY MCCORMICK DEVELOPMENT CORPORATION. 6. TRACT I INTENTIONALLY SKIPPED PUBLIC PEDESTRIAN ACCESS EASEMENT (P,P,A,E.) PROVISION THIS PLAT IS SUBJECT TO A PUBLIC PEDESTRIAN ACCESS EASEMENT (P.P.A.E.) SHOWN HEREON OVER LOTS 293/294; 298/299; 328/329; 335/TR 13—C; 341/342; & TRACT 13—J. 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. LOT CORNER OFFSET TABLE LOTS FRONT LOT CORNER OFFSET DISTANCE 237/238 6.40 238/239 6.40 239/240 6.40 240/241 6.40 241/242 6.40 242/243 6.40 243/244 6.40 244/245 6.40 258/259 6.40 259/260 6.40 260/261 6.40 283/284 6.40 288/289 10.20 289/290 6.40 290/TR 6.90 300/TR 6.70 323/TR 7.80 335/TR 6.40 336/TR 6.40 LOTS *REAR LOT CORNER OFFSET DISTANCE 255/256 1.00 256/257 2.00 258/259 2.00 259/260 3.00 260/262 1.00 262/263 2.00 265/266 1.00 266/T13A 2.00 T13J/289 1.00 293/TR13F 3.00 293/TR13F 1.00 293/294 1.00 294/295 1.00 308/TR13H 1.00 308/309 1.00 309/310 1.00 310/311 1.00 311/312 1.00 LOTS *REAR LOT CORNER OFFSET DISTANCE 321/322 1.00 330/331 1.00 334/335 1.00 EASEMENT PROVISIONS SHEET 2 OF 10 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) 2. 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. 3. 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: 236/235; 238-239/237,239-240; 241/242; 243-244/244-245; 246/247; 249/248; 250-251/251-252; 253/254; 256/255; 258-259/257-258; 261/260; 262/263; 266/265; 289/290,TR 13—J; 292/291; 293/294; 295/296; 297-298/298-299; 301/TR 13—H; 308-309/308, TR 13—H; 311-312/310-311; 313-314/314-315; 316/317; 319-320/318-319; 322/321; 323/324; 325-326/326-327; 328-329/329-330; 332/331; 335/334; 338/337; 340-341/339-340; 344/343 4. A PUBLIC WATER EASEMENT IS HEREBY DEDICATED TO THE CITY OF PORT ORCHARD SHOWN HEREON OVER LOTS 237, 238, 239, 245, 251, 252, 258 & 301. 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 290, 291 & 292 SHOWN HEREON OVER TRACT 13—F. 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 TRACTS 13—G, 13—H, & 13—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. A PUBLIC STORM DRAIN EASEMENT IS HEREBY DEDICATED TO THE CITY OF PORT ORCHARD SHOWN HEREON OVER LOT 293 AND TRACT 13—E. THE CITY OF PORT ORCHARD SHALL BE RESPONSIBLE FOR MAINTENANCE, REPAIR OR RECONSTRUCTION OF THE STORM DRAIN FACILITIES WITHIN SAID EASEMENT AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE. 8. THIS PLAT IS SUBJECT TO A SIGHT DISTANCE EASEMENT SHOWN HEREON OVER LOTS 197, 208, 209, 222, 253, 254 AND 265. 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. PLAT NOTES 1. ALL EXTERIOR DIVISION 13 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 13 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 (THIS SHEET, LOWER LEFT). 2. THE ENTIRETY OF THE MCCORMICK WEST DIVISION 13 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. 3. THE MCCORMICK WOODS ASSOCIATION WAS ESTABLISHED ON JULY 21, 1986, CORPORATION NO. 2-376064-8. 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 OCCUPANCY FOR THAT LOT. 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 BETWEEN 4,900 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. LOT 337 AT 5,676 TOTAL SQUARE FEET IS AN EXCEPTION AND IS GRANTED 3,911 SQUARE FEET OF IMPERVIOUS SURFACE. LOTS 265 AND 266 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. 5. ALL LOTS SHALL ACCESS FROM INTERIOR ROADS ONLY. LOT/HOUSE NUMBER DESIGNATION TABLES LOTS WHICH MEET CITY STANDARD FOR 3—CAR GARAGE: LOTS 235 THROUGH 266, 293, 300, 313, 317, 323 THROUGH 344 LOT HOUSE NUMBER 235 5342 THORNHILL AVE SW 236 5352 THORNHILL AVE SW 237 5362 THORNHILL AVE SW 238 5372 THORNHILL AVE SW 239 5382 THORNHILL AVE SW 240 5392 THORNHILL AVE SW 241 5402 THORNHILL AVE SW 242 5422 THORNHILL AVE SW 243 5442 THORNHILL AVE SW 244 5462 THORNHILL AVE SW 245 5482 THORNHILL AVE SW 246 5502 THORNHILL AVE SW 247 5522 THORNHILL AVE SW 248 5542 THORNHILL AVE SW 249 5562 THORNHILL AVE SW 250 5582 THORNHILL AVE SW 251 5602 THORNHILL AVE SW 252 5622 THORNHILL AVE SW 253 5642 THORNHILL AVE SW 254 5662 THORNHILL AVE SW 255 5682 THORNHILL AVE SW 256 5702 THORNHILL AVE SW 257 5722 THORNHILL AVE SW 258 5742 THORNHILL AVE SW 259 5762 THORNHILL AVE SW 260 5782 THORNHILL AVE SW 261 5802 THORNHILL AVE SW 262 4145 SW BIGLER WAY LOT HOUSE NUMBER 263 4165 SW BIGLER WAY 264 5763 TRACE DR SW 265 5733 TRACE DR SW 266 5703 TRACE DR SW 289 5961 THORNHILL AVE SW 290 5951 THORNHILL AVE SW 291 5941 THORNHILL AVE SW 292 5931 THORNHILL AVE SW 293 5921 THORNHILL AVE SW 294 5911 THORNHILL AVE SW 295 5901 THORNHILL AVE SW 296 5891 THORNHILL AVE SW 297 5871 THORNHILL AVE SW 298 5851 THORNHILL AVE SW 299 5831 THORNHILL AVE SW 300 5811 THORNHILL AVE SW 301 5960 THORNHILL AVE SW 308 4182 SW MULLER LN 309 4162 SW MULLER LN 310 4142 SW MULLER LN 311 4122 SW MULLER LN 312 4102 SW MULLER LN 313 4101 SW MULLER LN 314 4121 SW MULLER LN 315 4141 SW MULLER LN 316 4161 SW MULLER LN 317 4181 SW MULLER LN 318 4180 SW BIGLER WAY LOT HOUSE NUMBER 319 4160 SW BIGLER WAY 320 4140 SW BIGLER WAY 321 4120 SW BIGLER WAY 322 4100 SW BIGLER WAY 323 5801 THORNHILL AVE SW 324 5781 THORNHILL AVE SW 325 5761 THORNHILL AVE SW 326 5741 THORNHILL AVE SW 327 5721 THORNHILL AVE SW 328 5711 THORNHILL AVE SW 329 5701 THORNHILL AVE SW 330 5681 THORNHILL AVE SW 331 5661 THORNHILL AVE SW 332 5631 THORNHILL AVE SW 333 5601 THORNHILL AVE SW 334 5571 THORNHILL AVE SW 335 5541 THORNHILL AVE SW 336 5501 THORNHILL AVE SW 337 5481 THORNHILL AVE SW 338 5461 THORNHILL AVE SW 339 5441 THORNHILL AVE SW 340 5421 THORNHILL AVE SW 341 5401 THORNHILL AVE SW 342 5391 THORNHILL AVE SW 343 5381 THORNHILL AVE SW 344 5371 THORNHILL AVE SW C�. °F was�,J'� CIVIL ENGINEERING LANDSCAPE ARCHITECTURE o PLANNING 'Con `�S• plc 412994�Q 'pw DESI G N SURVEYING Sj •. I3TE �� ONAL LAB 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21062A LU24-Plat Final-01 Docusign Envelope ID: 125ECF59-7ED6-4976-940E-0127CA0416E2 RECEIVED Permit Center J U L 12, 2024 City of Port Orchard Community Development MCCnRMICK WEST D1V1S1('__)""N 13 PORTIONS OF THE SE 1/4 OF THE NW 1/4 & SW 1/4 OF THE NE 1/4 &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 SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 1j65 - _ N8835'11 "W 2582.13 OLD CLIFTON A 8 12�h p2'' ---------- FOUND 1" IRON PIPE 0 $ y5 %' THE NW CORNER SEC. 8, TWP. 23 N, RGE. 1 E, �C, W.M., 0.2' ABOVE GRADE, 8' S OF EDGE GRAVEL RD. VISITED 2020-10-02 5 P I' CD ICD N W LO t2 s Z I f S� 1ti 2'21 MGM N �2 2 p2 0001 -- LPG•( O�NSNO 202 REG' � 23 CALCULATED W 1/4 CORNER PER ROS 9406230031 NOT VISITED 7 ° V I ST MGGORM Z P�P2 � 01 O��SNp 2p2210 REG' 22 FOUND 1" IRON PIPE ® THE SW CORNER SEC. 8, TWP. 23 N, RGE. 1 E, W.M., VISITED 2020-12-16 N1113'34"E TRACT 1H DETAIL 46.01 SCALE: 1'= 200' R=1035.00 A=11'24'37"-- L=206.12 N00'11'03"W 43.61 R=500.00 &--3810'23"- R=648.00 L=333.12 A=32'01'57" L=362.28 R=648.00 N37'59'20"E A=5'56'08" 82.11- L=67.13 R=90.00 ,&=202'47'46" L=318.55 SHEET 3 OF 10 EXISTING BOUNDARY DETAIL FOUND 4" BRASS DISK STAMPED N 1/4 CORNER SEC. 8, TWP. 23 N, RGE. 1 E, W.M., COUNTY ENGINEERING, D 5 IN CASE, DOWN 0.65', VISITED 2020-10-02 (P.O.C) _ N87'02'01 "W 2638.80 5 25' INGRESS/EGRESS/UTILITY 8 9 EASEMENT AFN 9609240198, 3043944 P P N �2206Ng 6�- L' �o N h L6- co 2 N65'34'12"W 109.19 N24'25'48"E 178.28 R=635.00 A=1312'14" L=146.34 R=1035.00 &11724'37"- L=206.12 TRACT 1S MCCORMICK WEST DIVISION 11 REC. NO. 202203140148 3,157,564t SF R=500.00 A=3810'23" L=333.12 R=25.00 L=28.70 1786.35 N88'56'22"W 998.33 8 NOT FOUND 11 WEST 2 1B R=686.00 �(tPG� �2 2 NNS N2 p2 �01 �pG( 12 2 A-11'24'37" 0� L=136.61 REG N0. _N00'11'03"W 92.57 TRACT 1H SURVEY NOTES R=1079.00 '\__N37'47'02"E A=12'23'16" 77.10 L=233.29� \_R=1079.00 N25'36'04"E fl=12*10'58" 19.60 L=229.43 41C �GGo��p2 051NO�gB REG' NO R=570.00 A=20'45'53" L=206.57 159.85 .08 ��33'03'26" L (290.79 E'25'48"E-A M "W NGGOR�12 QN� 60001 S\ON 2p220 _M REG a TRACT 1H, MCCORMICK WEST DIVISION 11I REC. NO. 202203140148 4,837t SF SEE DETAIL LOWER LEFT Wes., 2 �MGGOEZN1� QN�Pti%00� " 52'17"W 16 \ - _2606.20 17 N88'56'22"W 5212.56 M 26\PG 60 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY, SUBDIVISION GUARANTEE NO. 5003353-0009003E, EFFECTIVE DATE APRIL 17, 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. � �St o PMEN •G �a Q• 'ooS\ON N0. 202 I i I CALCULATED E 1/4 QTR COR NOT VISITED 8 9 I� 00 I� W \ o i Z \ I P \ 1 FOUND 3" BRASS DISK ® I THE SE CORNER SEC. 8, TWP. 23 N, RGE. 1 E, W.M., VISITED 2020-12-16 8 9 17 16 I 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 FOUND WITNESS MARKER LABELED "SECTION CORNER" AND 1/2" REBAR W/ CAP STAMPED "ASPEN CONTROL" AT NE CORNER SEC. 8, TWP. 23 N, RGE. 1 E, W.M., VISITED 2020-10-02 LINE TABLE LINE # BEARING LENGTH L2 N37'59'20"E 82.11 L3 N00'11'03"W 43.61 L4 N24'06'12"E 108.50 L5 N1818'18"E 104.60 L6 N65'34'12"W 36.61 L7 N08'37'38"W 94.67 L8 N6311-34"W 55.63 BASIS OF BEARINGS N87'02'01"W BETWEEN THE NORTH QUARTER CORNER AND THE NORTHEAST CORNER SECTION 8 PER BOUNDARY LINE ADJUSTMENT LU20-BLA-01 RECORDED UNDER AUDITOR'S FILE NUMBER 202103180067 RECORDS OF KITSAP COUNTY, WASHINGTON CIVIL ENGINEERING :F LANDSCAPE ARCHITECTURE PLANNING 'Co� ..p 41299 0 ,�' DESI G N SURVEYING �tS j ��,1 OVAL LAB v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21O62A LU24-Plat Final-01 Docusign Envelope ID: 125ECF59-7ED6-4976-940E-0127CA0416E2 RECEIVED Permit Center J U L 12, 2024 City of Port Orchard Community Development MCC('__)""RM1CKWEST DIVISlu"N ��,SHEET 4 OF10 �� PORTIONS OF THE SE 1/4 OF THE NW 1/4 & SW 1/4 OF THE NE 1/4 &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 SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON WETLAND NOTES 1. WEILAND(WL) DELINEATION AND BUFFER PER SOUNDVIEW CONSULTANTS LLC REPORT FILE NO. 1564.0002 DATED DULY I 18, 2022. 100' WETLAND Z46 -► BUFFER 2. OFMTE EXTENTS OF KTLAND(S) AND BUFFERS) SHOWN ` 2 I " HEREON MAY NOT BE SHOWN IN THEIR ENTIRETY. SCALE: 1" = 200' 0 100 200 400 LINE TABLE LINE # BEARING LENGTH L1 N5252'17"W 382.16 L2 N25'36'04"E 331.40 L3 N37'47'02"E 77.10 L4 N73'54'00"W 14.65 L5 N16'06'00"E 111.80 L7 N78'46'26"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 L13 N1919'35"E 10.00 L14 N19'19'35"E 160.00 L15 N89'29'11"W 80.13 L16 N19'19'35"E 178.64 L17 N70'40'25"W 104.00 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 _ a J I 1 I 11 TRACT 13 A, 13-G, 13 J BOUNDARY DETAIL ----------- 5S� --------- M\ 1 _ �\ � N � � i---------- No. 25' WETLAND N v---- BUFFER C16� S� ' 200' WETLAND-13 BUFFER M CCRM 2 P o2 °°�1 0\�S\Cp. 2022� r \ V / L54 V .o \ 2� �PCj 1ti 2' z \ 1 � I 100' WETLAND BUFFER I----------, "N74'27'36"E (R) 1 ^ J L5R- �--------- TRACT 13-G 19,710f SF FUTURE DEVELOPMENT L15� SEE TRACT NOTES, SHEET 2 J C71 All 4r, � h 0 100' WETLAND \ BUFFER \ R=196.00 J ( A=16'12'37" \ L=55.45 I �� -CO MCCCR 12 PN 20000 �' 0\`�S\0� 202210 -� RED' tJ TRACT 13-A , L22-�� / 918,552f SF \ WETLAND/OPEN SPACE J L21 \ & STORM DRAINAGE ,� J-SEETRACTNOTES, SHEET 2 ' J \ � �22 � � 'y1 / � ✓ � / L27 11011 LINE TABLE LINE # BEARING LENGTH 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 L43 N69'20'12"E N47'15'44"E 181.92 216.27 L44 N42'41'29"W 146.65 L45 N38'40'09"E 74.85 L46 N6311'34"W 55.63 L47 N06'16'15"E 147.19 L48 N13'37'16"W 68.01 L49 j N26'52'01"E 62.57 L50 N24'25'48"E 49.11 L51 N01'30'07"W 63.50 L52 N18'28'26"E 189.30 L54 N0117'41"W 32.70 L55 N05'38'45"W 102.84 L56 N15'32'16"W 76.60 L57 N88'01'31"W 137.49 L58 N30'53'13"E 29.75 4-27-47"W (R) N11'13'34"E __�-C10 100.00 N89'27'18"W (R) 2 N24'54'13"W (R) N32'36'08'W (R) / / L 00' WETLAND BUFFER N69'31'35"E (R) / � 1 J v� y16 Lq2 -i 1612 5� / L32 TRACT 13-J °c 'S t N61-58-43"E (R) "� � 1,402,981t SF FUTURE DEVELOPMENT I / L37 � � �� SEE TRACT NOTES, SHEET 2 Q) 25' WETLAND-J BUFFER REc C2 N88'56'22"W 998.33 N J L57 N78 46 26�8 �oRM\vrPRP�� C 0 S\Co �p22\200� DESIGN CURVE TABLE CURVE # RADIUS DELTA LENGTH C1 25.00 5833'04" 25.55 C2 25.00 65'46'20" 28.70 C3 25.00 9414'04" 41.12 C4 221.00 918'39" 35.91 C5 25.00 75'00'00" 32.72 C6 300.00 16'12'38" 84.88 C7 25.00 53'54'32" 23.52 C8 50.00 35'05'46" 30.63 C9 446.00 3253'25" 256.02 C10 342.00 2'06'06" 12.54 C11 900.50 7'41'55" 121.00 C12 86.00 2545'53" 38.67 C13 50.00 152'59'07" 133.50 C14 302.00 2555'55" 136.68 C15 200.00 7'46'22" 27.13 C16 346.00 557'22" 35.97 C17 175.00 26'04'03" 79.62 C18 306.00 19'46'06" 105.58 C19 425.00 4018'45" 299.02 C20 50.00 107'34'37" 93.88 C21 50.00 284'17'46" 248.10 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21O62A LU24-Plat Final-01 Docusign Envelope ID: 125ECF59-7ED6-4976-940E-0127CA0416E2 RECEIVED Permit Center JUL 12, 2024 City of Port Orchard Community Development SCALE: 1" = 40' 0 20 40 80 L� �Pc�122 LEGEND MCCnRMICK WEST DIVISION 13 PORTIONS OF THE SE 1/4 OF THE NW 1/4 & SW 1/4 OF THE NE 1/4 &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 SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON s� GOORM\c�P�PS�� 01 0 SNp 20��,p2o 1/ TRACT 13-A 918,012t SF WETLAND & OPEN SPACE SEE SHEET 4 FOR COMPLETE BOUNDARY DIMENSIONS ® FOUND CITY OF PORT ORCHARD STANDARD MONUMENT IN CASE W/ PUNCH STAMPED "41299" ® SET CITY OF PORT ORCHARD STANDARD CASED MONUMENT 0 FOUND 1/2" REBAR NTH YELLOW PLASTIC CAP STAMPED "CORE 41299" • 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 2 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 R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON RECORDING OF THIS PLAT (R) RADIAL BEARING CURVE TABLE CURVE # RADIUS DELTA LENGTH C1 86.00 2955'40" 44.92 C2 86.00 10*00'22" 15.02 C3 86.00 7'22'02" 11.06 C4 406.00 6'55'53" 49.12 C5 302.00 1'38'54" 8.69 C6 200.00 7'46'22" 27.13 C7 448.00 2'53'53" 22.66 C8 504.00 2*22'16" 20.86 LINE TABLE LINE # BEARING LENGTH L1 N14'00'39"W 11.52 L2 N52'09'01"W 19.46 �3¢•� SS 63 h r�/ O a 00 N N F 0 ia MCCORMICK VILLAGE DRIVE R,S �00 PUBLIC RIGHT-OF-WAY =206 57 -� 4, SHEET 5 OF 10 TRACT 13-BLO Oq 24,524t SF �— OPEN SPACE & UTILITY 120.00 N81'29'54T 60.00 60.00 � I S� 3 00RM\c N� �4a o MO 0\NS�027.0.5�e,0 b NO• aN- oo M RAC, 0 0 0 0 235 C Z 0 3 6,600t SF 236 0 N83 4j'45 W 4 Mr,6,766t SF zo ' Co M 0 15' Z P.U.E 7, Y5t SF I S.D.E _ _ — _ — — PUBLIC RIGHT -OF -WA - 15' P.W.E —� � -� — 60.00 - ' /01 115.99 54.91 N81'29'5eE N81'29'S4 — - 45.58 / 0 21.08 ti VENUE SW N83'43'45"W 104.00 '� 10 - �' �`- HILL A 54.96 THORN 9 238 / �� o o`�0 55.00 — Z _ _ M 7,959t SF / ;� �� 6$ — — .M C) N M N M Cl a 1 /2 A 344 Z a I / 6,473t SF N8916'05"W 102.17 I M G U S.D.E I r l S.D.E { I y � 239 15' P.W.E 6,204t SF (R) N86'15'47"E 100.37 I I LO 20.1 _ MC-) t J i 1961 343 J MOGORM50 ,3,ka-Lo 1 n 6,810t SF o 0�� 2LO (R) N89'16'05"W 104.00 + C I PO 0 20 'mw � I � R�-0• N N I d I d IN 240 6,953t SF I N I-- P.U.E N86'03'28"W 103.16 M I o ii A--7'40'45" L=60.04 10' P.U.E -- J I 342 N785651"W 104.00' M o 6,982t SIF N J / o. M 4 0 P.P.A.E ^ NC � INi N 1, N Q V N / , 6, 954t SF / �RI N7822 4?"W 105 03 — �� Q / A-7'40'45" L=60.04 — v # �O NgB. S.D.E / 14.0 341 0 1 0339"W 104.00 hod 7,086t SF o N 242 / r/ \ / N,0 4j5j {y v 105. 94 S.D.E 340 SEE SHEET 6 SP.J? •� ,. Wes. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 4129 Q' �w DESI G N SURVEYING ,� • .p 9 p ,,. ANAL LAB v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21062A LU24-Plat Final-01 Docusign Envelope ID: 125ECF59-7ED6-4976-940E-0127CA0416E2 RECEIVED Permit Center JUL 12, 2024 City of Port Orchard Community Development SCALE: 1" = 40' 0 20 40 TRACT 13-A 918,012t SF WETLAND & OPEN SPACE SEE SHEET 4 FOR COMPLETE BOUNDARY DIMENSIONS MCC(__)"RM1CKWEST DIVISlu"N ��,SHEET 6 OF 10 �� PORTIONS OF THE SE 1/4 OF THE NW 1/4 & SW 1/4 OF THE NE 1/4 &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 SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON SEE SHEET 5 IU'CM I Cn 342 rn h M N I N a 4 0 P.P.A.E ; /I O N co 0 -� o N N �0 241 v N68�339 S.D.E / v 14.0 341 � IC? hW 101.0 U Dry 0%A0% 0 a - I v co _o N 11 —1 O O Loo 10- r) 0� a al SEE SHEET 7 t4 SF / / C / o S.D.E / 4.0/� 0 � /o v CO 10.4 o / / cep � O s V / cp j O / O O I OI11 a :0 4 d TRACT 13-C 3,092t SF 3 OPEN SPACE 0 0 CDcli i i� '") M r M O Z � I T V Q7 P.P.A.E I 2 S E DETAILCO I rn I d- o J y 3�9 n f+) J 0 0�� /N Q N J o n v �o .dam- / n v/ / S.D.E 8,01 S� M00 � vM\5\0�\2�"5\�01 D ra 0 202 o \ CURVE TABLE CURVE # RADIUS DELTA LENGTH C9 406.00 2'29'27" 17.65 C10 302.00 2'29'27" 13.13 \ C11 242.00 5'57'22" 25.16 \ C12 202.00 637'54" 23.38 CORM\t, N S o1�a \ C13 175.00 10*22'45" 31.70 NN 20y\4 Zp2 C14 425.00 1'39'33" 12.31 Np. R\ C15 321.00 5'08'40" 28.82 C16 321.00 8'09'38" 45.72 \ C17 160.00 1213'11" 34.12 C18 160.00 7'32'55" 21.08 C19 200.00 5'57'22" 20.79 / C61 221.00 5'57'22" 22.97 P. P.A. E DETAIL N75 ® FOUND CITY OF PORT ORCHARD STANDARD MONUMENT IN CASE W/ PUNCH STAMPED "41299" ® SET CITY OF PORT ORCHARD STANDARD CASED MONUMENT O FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" • SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" #0 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 2 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 R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON \�h RECORDING OF THIS PLAT (R) RADIAL BEARING CIVIL ENGINEERING ZE 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-01 Docusign Envelope ID: 125ECF59-7ED6-4976-940E-0127CA0416E2 RECEIVED Permit Center J U L 12, 2024 City of Port Orchard Community Development SCALE: 1" = 40' 0 20 40 80 0 J a TRACT 13-A 918,012t SF WETLAND & OPEN SPACE SEE SHEET 4 FOR COMPLETE BOUNDARY DIMENSIONS 265 264 266 -262 - MCCnRMICK WEST DIVISION 13 PORTIONS OF THE SE 1/4 OF THE NW 1/4 & SW 1/4 OF THE NE 1/4 &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 SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON SEE SHEET 6 250 N7679,08" W 1p4 00 10.0 / I �O 251 7,261t SF S.D.E // / yyIII�o � ' c 115 NCV '02'9W10N873"4.00 _; 5'Pi }LO .W.E�, 252 I o .� 7,266t SF I L a rn O I d O LQ N82'13' 26"E 104.00 S.D.E M J 1 � J 253 6,983f SF d- 1 a N74'27'36"E (R) `D N� 4 27 30 10' P U E T i 0CS II • o a. 6,240 4 SF I 2� \\ o � -.t 1 N 00 v _wC11 d M r o d i II o LO * N86'42'09"E 112.37 ;r, c cN O U N G N z II cq 256 S.D.E a 7,236f SF * N1113'34"E / 7.30 / er N # / I N7846 / M 26'w 100.00 / 21r 21' d- I 257 I/ I 6,OOOf SF 0 I � CO o f o• / I W / 0o N784 . 6 26"W CS 100.00 / Z / T 258 a 6,OOOt SF / oo Z S o / 15' P.W.E / N78 46 26^W / 100.00 7.8 / 259 S.D.E z N � N; ,7 co 6,000f SF // „ � Q / 0 /c A Ci I I I Iz N78 46 26"W 100.00 / / 260 / / N78 46'.' I / I I / I 21, I I 3; SEE SHEET 8 I I Cr! 255 7,244t SF o a / ry O cV co J _ d o v r ..t. O iv M 0 M v o O o � �o L=1.81 4 cri r� 19, N 2 i I 0 0 I I N M rW / M 2 / rn C N � �o rn co rW J 1 SHEET 7 OF 10 / CURVE TABLE CURVE # RADIUS DELTA LENGTH C20 160.00 12*14'32" 34.19 C21 160.00 14'31'25" 40.56 C22 202.00 7'01'22" 24.76 C23 202.00 2'39'40" 1 9.38 C24 312.00 2'39'40" 14.49 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" 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 2 EASEMENT PROVISION, SEE SHEET 2 PUBLIC UTILITY EASEMENT, SEE E.P 1 PRIVATE STORM DRAIN EASEMENT, SEE E.P 3 2.5' X 8' PUBLIC PEDESTRIAN ACCESS EASEMENT, SEE E.P PUBLIC STORM DRAIN EASEMENT, SEE E.P 7 RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON RECORDING OF THIS PLAT RADIAL BEARING .y�' . • �y WA 3k 4' Q4, CIVIL ENGINEERING x: LANDSCAPE ARCHITECTURE Co� .sPLANNING ' w DESI G N SURVEYING ,p 0 � sj��IgT41299 L LAB 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21062A LU24-Plat Final-01 Docusign Envelope ID: 125ECF59-7ED6-4976-940E-0127CA0416E2 RECEIVED Permit Center J U L 12, 2024 City of Port Orchard Community Development SCALE: 1" = 40' ❑ 20 40 MCCnRMICK WEST DIVISION 13 PORTIONS OF THE SE 1/4 OF THE NW 1/4 & SW 1/4 OF THE NE 1/4 &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 SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON TRACT 13-A 918,012f SF WETLAND & OPEN SPACE SEE SHEET 4 FOR COMPLETE BOUNDARY DIMENSIONS N30'53'13"E 29.75 N18'05'26"E (R)-\ �aa 30 / � g0 0o A=284 o N70'40'25"W / 1.82 SEE CENTERLINE 1 � v l 3 TRACT 13-G / 20,141f SF / IRE DEVELOPMENT :E SHEET 4 FOR / o0 BOUNDARY DIMENSIONS / / 27' / 0 i LEGEND ® FOUND CITY OF PORT ORCHARD STANDARD MONUMENT IN CASE W/ PUNCH STAMPED "41299" ® SET CITY OF PORT ORCHARD STANDARD CASED MONUMENT O FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" • 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 2 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 R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON RECORDING OF THIS PLAT (R) RADIAL BEARING N78 4626"W 469.80 r r Q 1 SF r Z Z roo r� r � r o r r O r o er r � M I N 00 rW M r_T Z i 21' 21' r SEE SHEET 9 CENTERLINE DETAIL NTS N70'40'45"W 1.82 0 / �� rn � N rn SEE SHEET 7 r � SHEET 8 OF 10 � r 328 r r r 21r 19 21' ' r r r r r r y r rr r r W r 327 l Q r v � � I 326 I 7.8 r I r r r N r cli� r I 325 r N � r N784626"W 10500 r o r ;W O �-r r 324 M 21' 21' SF300t ,r 6oo Z r r r r r cc N7846 26"w 1Q5.Ot3 r S.D.E �r r 323 r 6,295t SF 0 19' Q Ln o ` r N78 46 26" o U r �� W 10327 O _ az _ 75.00 �g9 V V B/GLER WA Y 1- R-aw 165.00 4 G56 _o 1.19.00 75.00 ' C37 N784626 r "W 104.49 1 � 1 _ CURVE TABLE CURVE # RADIUS DELTA LENGTH C25 25.00 21'26'37" 9.36 C26 25.00 90'00'00" 39.27 C27 25.00 98'06'01" 42.80 C28 25.00 8*24'15" 3.67 C29 25.00 41'59'00" 18.32 C30 25.00 50'23'14" 21.99 C31 50.00 35'05'46" 30.63 C32 25.00 53'54'32" 23.52 C33 25.00 6833'23" 29.91 CURVE TABLE CURVE # RADIUS DELTA LENGTH C34 25.00 90'00'00" 39.27 C35 25.00 78'27'47" 34.24 C36 25.00 90'00'00" 39.27 C37 25.00 11'32'13" 5.03 C38 25.00 90'00'00" 39.27 C39 25.00 81'53'59" 35.74 C59 25.00 90'00'00" 39.27 C60 25.00 90'00'00" 39.27 LINE TABLE LINE # BEARING LENGTH L9 N78'46'26"W 56.91 L10 N78'46'26"W 52.00 L11 N78'46'26"W 52.00 L12 N78-46-26"W 52.00 L13 N78'46'26"W 66.90 �� . R • Sph'94'G &: °F xrc�' CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 41299 Q' �w DESI G N SURVEYING p ,,. ANAL LAB v 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21O62A LU24-Plat Final-01 Docusign Envelope ID: 125ECF59-7ED6-4976-940E-0127CA0416E2 RECEIVED Permit Center J U L 12, 2024 City of Port Orchard Community Development MCC(--)"RM1CK WEST DIVISlu"N SHEET 9 OF 10 PORTIONS OF THE SE 1 /4 OF THE NW 1 /4 & SW 1 /4 OF THE NE 1 /4 & 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 aEESyE SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. �� E7-8_ CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 304 h �i _ SIGHT DISTANCE �ESyE / EASEMENT _ _ N784626" Q" N2413'10"E 9.80 _ SCALE: 140' J$� // 48.49 _ 146.00 0 20 40 80 / - �; R--a� A 318 319 �.1s.00 . / h / 320 / 321 W ' / 322 v N l L14 / l / L15 � O � 300 �o l L16 I Tle sSsf 3-E 0o SF L17 * / ion' � � � OPEN SPACE 21' / N7 21' / 317 oo L18 / a I 84626"W 105.00 / 6,707f SF N10'32'15"E ; 316 o 1s' 21.20 r 5,200f SF ;cu o SIGHT DISTANCE _ ; 315 0 hN \ EASEMENT z T 5,200t SF �W 314 ;, P.P.A.E 5,If 460 9 SF d o 5,200t SFI4'0 h S.D.E , 313 47.23 _ a r 6,066t SF � 21' ( N784626'W 105,00 52.00 � � a � 21' co �- 10' P.U.E ' o � to _ CV52 00 ~( C, 298 h S.D.E 240.23 52.00 - _ _ / 5,460t SF N 37.00 iG�� / S.D.E 2 84626"W o N784" 50.00 339.2� �� 40.0 626 W 105.00 ' o M 50.00 25133 SwMULLLr/? LN _ o jN N T 46'26"W _ 50.00 R 0 :N C"i / 23.33 o S.D.E - �" 297 / o o _50•00 5,460t SF o 30.00 N T T 308 9 o - - _ 5,000t SF 309 oo S.D.E 35.0 �l �'�� N784626°1V 105.00 5,W o 10' P.U.E 000f SF / 310 g / Z 5,000t SF oLj 311 10' P.U.E ,n / * z r 5,000t SF 5,366 2 SF 10.0 5, 60 6 SF oo O 50.0o z T Q 6i * Z o N78 4626" 10' P.U.E 50•00 * S.D.E W 105.00 V j 5QON78 4626"W 197.75 0 * 50 I / o / 00 * I o 21' 295 4 O / 55.00 0 21 5,460t SF H I / N78462s"W 57 oo IL 25 CO) h W TRACT 13-H W N78 462s"W 3.05 1 105.00 Z 31,369t SF FUTURE DEVELOPMENT o 721 / V I Vi I o ' o / co 301 luci Z 294 M � P.P.A.E 5,460t SF If If 5,591t SF I I oo J L"1S.D.E -20p ` 15' PWE a;M4 22418 4.0 105.00 1oo NN786s"W11200325256.43 S.D.E 0.0 If L7 Ld o N 35.0 -- --� 3225 �� c _ N784626.W �--, THO�gN/�/LCq�ESw r o I N75'23'03"E (R) co I 3CC - 302 4 � RCQ I v`o � 1 293 CZ) co _ 0 w 7,692f SF o R=46.00 d I o NO3'44'32"W (R) � �� TRACT 13-F LEGEND T 46.00 / P.S.D.E 1V705S3j"W T PRIVATE ACCESS ` ` �� !� N784626.`\\� 036g z + & UTILITIES FOUND CITY OF PORT ORCHARD STANDARD MONUMENT IN CASE 0" S2 i �4 W 85 SEE TRACT NOTES, W/ PUNCH STAMPED "41299" R=50.00 / 41 67��, L8_ 9.1 SHEET 2 ® SET CITY OF PORT ORCHARD STANDARD CASED MONUMENT 10' P.U.E C53 G5 * 10.0 4.21 ~ _ N78 462s" o -- 0 FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" o 52.00 W 89.09 o L o S.D.E N • SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" *0 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 2 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 R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON RECORDING OF THIS PLAT (R) RADIAL BEARING CURVE TABLE CURVE # RADIUS DELTA LENGTH C40 25.00 90'00'00" 39.27 C41 25.00 98'06'01" 42.80 C42 25.00 81'53'59" 35.74 C43 25.00 90'00'00" 39.27 C44 25.00 90'00'00" 39.27 CURVE TABLE CURVE # RADIUS DELTA LENGTH C52 30.00 25'50'31" 13.53 C53 50.00 40'48'36" 35.61 C54 50.00 34'28'11" 30.08 C55 50.00 23'04'26" 20.14 C56 50.00 43*19'48" 37.81 ti 289 4,952t SFfy 52.00 ti zW 290 5,323f SF t 10' P.U.E 291 M ,., 5,200f SF T r 52.00 N784626" W 218.50 CURVE TABLE CURVE # RADIUS DELTA LENGTH C57 30.00 25'50'31" 13.53 52.0o 5200 L6 rn S.D. 3 0 o o O ^ Co z 292 M 5,200t SF 4, z r 2 52.00 TRACT 13-E 18,956t SF OPEN SPACE LINE TABLE LINE # BEARING LENGTH L3 N59'22'04"W 28.55 L4 N60'06'26"W 21.79 L6 N78'46'26"W 14.91 L7 N78'46'26"W 7.00 L8 N88'57'07"W 30.29 L14 N78'46'26"W 61.81 L15 N78'46'26"W 52.00 L16 N78'46'26"W 52.00 F�lN78'46'26"W 52.00 N78'46'26"W 62.00 *T - L � ^ - SEE DETAIL LOWER RIGHT SHEET 10 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE 'Con PLANNING lozw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21062A LU24-Plat Final-01 Docusign Envelope ID: 125ECF59-7ED6-4976-940E-0127CA0416E2 RECEIVED Permit Center JUL 12, 2024 City of Port Orchard Community Development SCALE: 1" = 40' 0 20 40 8i0 CURVE TABLE CURVE # RADIUS DELTA LENGTH C42 25.00 81'53'59" 35.74 C46 25.00 96'07'58" 41.95 C47 179.00 7'20'50" 22.95 C48 342.00 5'22'47" 32.11 C49 25.00 75'00'00" 32.72 C50 221.00 918'39" 35.91 P.P.A.E 4.0 MCCnRMICK WEST DIVISION 13 PORTIONS OF THE SE 1/4 OF THE NW 1/4 & SW 1/4 OF THE NE 1/4 &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 SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON SHEET 10 OF 10 SEESHEE7'9 N` `" 78 26"W 339 _ I _ .24 _ _ TRACT 13-J _ SwM L( R L 1,403,090t SF / V / R V JITURE DEVELOPMENT Q` / N78'46'26"W o _ _ -0-w SEE SHEET 4 FOR / ��' ^ 23.33 00 TE BOUNDARY DIMENSIONS / / o 308 / / T 309 310 T I It 311 It / 21, l l 312 I 10' P.U.E / N784626"w 19775 / rn I Qv * I / j �� o " TRACT 13-H 31,369t SF FUTURE DEVELOPMENT / ¢ C47 _ 301 / 8.1 1V692747" / sk, L=10.63 R'200 00 224.18 I 263 L'32.50 256.43 N784626»w 302.4, HGR/VN/((AVEsw ,00� ` 246.56 R 0 w R=46.00 Do N54'27'47"W 242.35 42.00 T;46.00 / TRACT 13-J ` - _ _ / 1,403,090t SF ` FUTURE DEVELOPMENT 10' P.U.E / SEE SHEET 4 FOR COMPLETE BOUNDARY DIMENSIONS LEGEND FOUND CITY OF PORT ORCHARD STANDARD MONUMENT IN CASE DETAIL W/ PUNCH STAMPED "41299" ® SET CITY OF PORT ORCHARD STANDARD CASED MONUMENT 0 FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" co • SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" 10•50 to I SEE SHEET 9 J *0 SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" o ALONG PROPERTY LINE OFFSET FROM REAR PROPERTY CORNER, _ 0 o .a o0 SEE REAR LOT CORNER OFFSET TABLE, SHEET 2 N d- E.P EASEMENT PROVISION, SEE SHEET 2 It P.U.E PUBLIC UTILITY EASEMENT, SEE E.P 1Go m� 0 l Go S.D.E PRIVATE STORM DRAIN EASEMENT, SEE E.P 3 TRACT 13-E 0 M P.P.A.E 2.5' X 8' PUBLIC PEDESTRIAN ACCESS EASEMENT, SEE E.P o ^ It o OPEN OPSPACE M o EN co Q o 2 P.S.D.E PUBLIC STORM DRAIN EASEMENT, SEE E.P 7Cd �oCID R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON V./ RECORDING OF THIS PLAT e it (R) RADIAL BEARING rk d �� 11ti L N73'S4'0 1465.65 y �Q l 19, �� Z CIVIL ENGINEERING LANDSCAPE ARCHITECTURE 'Con PLANNING IIIIIZW� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 21062A LU24-Plat Final-01