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053-22 - Resolution - Final Plat Approval for McCormick West Division 12 Phase 1DocuSign Envelope ID: A6653803-2187-407E-BBAE-A35258DDCE51 RESOLUTION NO.053-22 A RESOLUTION OF THE CITY OF PORT ORCHARD, WASHINGTON, GRANTING FINAL PLAT APPROVAL FOR A 48-LOT AND 3-TRACT PLAT KNOWN AS MCCORMICK WEST DIVISION 12 PHASE 1. WHEREAS, McCormick Development Corporation and West X SW Investment Holdings LLC (hereinafter "Applicant"), has submitted an application for final plat approval of the project known as McCormick West, Division 12, Phase 1 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, on April 5, 2022, application was submitted for the final plat of Division 12 Phase 1 of the McCormick West preliminary plat to include 48 single-family residential lots and 3 tracts; 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, 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 DocuSign Envelope ID: A6653803-2187-407E-BBAE-A35258DDCE51 Resolution No. 053-22 Page 2 of 5 WHEREAS, the City Council finds that the McCormick West Division 12 Phase 1 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 12 Phase 1 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 12 Phase 1, as illustrated and as legally described in Exhibit A, attached hereto; and THAT: The McCormick West Division 12 Phase 1 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 24t" day of May 2022. ATTEST: DocuSigned by: 588 124 F C 414— Bran y a ace, MMC, City Clerk r�DocuStgned by: bt,Vf P4MA SW Robert Putaansuu, Mayor o\ \0%j%1111111111/// ,pORT P OR�y,,, V O SE, MCCORMICK WEST DIVISION 12, A PORTION OF THE NW 1/4 OF THE SE 1/4 SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON DEDICATION 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. ALL4ATER MAINS AND APPURTENANCES LOCATE 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 LOCATE 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 12 PHASE 1 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 0 A' 20 A MC,E6RKK D LOPMEO CORPORATION, A WASHINGTON CORPORATION ACKNOWLEDGMENTS STATE OF WASHINGTON ) )SS COUNTY OF ON THIS DAY OF 20-ZZ BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SW APPEARED JAMES N. TOSTI TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDE� SIGNATORY OF MCCORMICK DEVELOPMENT CORPORATION, A WASHINGTON CORPORATION, THE CORPORATION AN THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOW SAID CORPORATION, FOR THE USES THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE WA' SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY, IS THE CORPORATE SEAL OF SAID CORPORATION AN WITNESS kY HAND AND SEAL HERE 0 AFFI D TH DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. RESIDING AT E-l" w-tw`^y MY COMMISSION EXPIRES (}L - �S PRINT NOTARY NAME SURVEYOR'S ACKNOWLEDGMENT NOTARY PUBLIC STATE OF WASHINGTON ANDREW D MARSHALL MY COMMISSION EXPIRES FEBRUARY 26, 2025 COMMISSION NO.164918 STATE OF WASHINGTON ) )SS COUNTY OF _fs� ) ON THIS _tom DAY OF _ 20-7 BEFORE ME, GLENN R. SPRAGUE, PERSONALLY APPEARED, PROVED TO ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO FORGOING INSTRUMENT, AND ACKNOWLEDGED THAT HE SIGNED THE SAME AS HIS FREE AND VOLUNTARY ACT AND PURPOSES THEREIN MENTIONED. WITNESS MY HAND AND SEAL HER TO AFFIXED DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR TH1E STATE OF WASHINGTON RESIDING AT �� 11� NOT Y usuc MY COMMISSION EXPIRES GZ 7,(.1-5' STATE 0 WA IN O �� �►� LathI MARS PRINT NOTARY NAMEc MIS F BRUARY ,20 5 y I z 9 /.4 o8r PUGET SOUND SINCLAIR INLET Ew— SIT VICINITY MAP jv 1" = 4,000' y1 l APPROVALS l SHEET :1 • PHASE u. CITY ENGINEER'S APPROVAL I HEREBY CERTIFY THAT THIS FINAL PLAT IS CONSISTENT WI ALL APPLICABLE T P REQUIREMENTS IN FORCE ON THE DATE OF PRELIMINARY T APPROVAL. I HAVE OF STREETS. ALLEYS AND OTHER RIGHTS -OF -WAY, DESI F BRIDGES, EWAG>` EXAMINED AND APPROVED BY ME THISZ Y OF IMPROVEMENT STANDARDS AND :D THIS FINAL PLAT AS TO THE LAYOUT � SYSTEMS AND OTHER STRUCTURES. COMMUNITY DEVELOPMENT DIRECTOR I HEREBY CERTIFY THAT THIS FINA PLAT IS CON T�WAPP ABLE TOWN/CITY IMPROVEMENT STANDARDS AND REQUIREMENTS IN FORCE 0 E DATE RELIMINA PLAT APP L. I HAVE APPROVED THIS FINAL PLAT AS TO THE LAYOUT OF STREETS. ALLEYS A OTHER RIGHTS OF Y, DESI OF BRI ES, SEWAGE AND WATER SYSTEMS AND OTHER STRUCTURES. EXAMINED AND APP VED IIS DAY 20Z Z' BE LIABLE AS OF THE DATE LANDS HEREIN DESC IBE , VCLUDING THE YEAR FILED AT THE REQUEST OFyGLENN R. SPRAGUE, P.L.S, THIS DAY OF ` fl TU 2022 AND RECORDED IN VOLUME � OF C%i PAGE(S) RECORDS OF KITSAP COUNTY, WASHINGTON. AUDITOR'S FILE NUMBER �•ftuRmu1I 'Q Q ©eau�y KITSAP COUNTY AUDITOR SURVEYOR CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIREC11ON IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF MCCORMICK DEVELOPMENT CORPORATION, A WASHINGTON CORPORATION, IN k tCi 2022. 1 HEREBY CERTIFY THAT THIS MAP FOR MCCORMICK WEST DIVISION 12 PHASE 1, 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; N AND TO THE EXTENT SUCH BOUNDARIES ARE NOT DEFINED BY PHYSICAL MONUMENTS, SUCH BOUNDARIES ARE SHOWN ON THE MAP. cx rn D"S irk LZ SITE INDEX NW 1/4 OF THE SE 1/4, SEC. 8, TWP. 23N, RGE. 1E, W.M. CERTIFICATE NUMBER 412W Spb1100000 CIVIL ENGINEERING x: LANDSCAPE ARCHITECTURE o� PLANNING DESIGN ��c 4129 4�,�.•'a�' SURVEYING 'Sj. •.js ANAL LAB 12100 NE 195th St, Suite 300 Bothell, Washington 98071 425.885.7877 o ,�, JOB N®_ 20�'97 Ra�o52a000� u.a� e3� 202205260007 05/26/2022 09.08.36 AM Page 2 of 5 Mu"'U"'ORMICK WEST DIVISION 12, A PORTION OF THE NW 1/4 OF THE SE 1/4 SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON LEGAL DESCRIPTION THE LAND IN THE CITY OF PORT ORCHARD, COUNTY OF KITSAP, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS: TRACT 1E, 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. RESTRICTIONS OF RECORD 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 RECORDING NUMBERS 202102170330, 202109070143, AND 202202240060. 2. 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 LEVIED BY SAID ASSOCIATION. 3. THIS SITE IS SUBJECT TO AN ANNEXATION AGREEMENT/DEVELOPMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NUMBER 201112190136. 4. 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. 5. 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. 6. 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. 7. 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, AN AMENDMENT OF VOLUME 35 OF PLATS, PAGES 214 THROUGH 223, INCLUSIVE, RECORDS OF KITSAP COUNTY, WASHINGTON, SHOWN HEREON WHERE APPLICABLE. 8. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A DEED OF TRUST, RECORDED UNDER RECORDING NO. 202103310274 AND AMENDED BY RECORDING NO. 202201260158. 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 SHALL BE THE 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 INCLUDE, BUT NOT BE LIMITED TO, MOWING OF LAWN AREAS. TRACT NOTES 1. TRACTS 12-1A, 12-18, AND 12-1C ARE OPEN SPACE TRACTS. SAID TRACTS SHALL BE OWNED AND MAINTAINED BY>MCCORMICK HOMEOWNERS ASSOCIATION. 1-1 / LOT, NUMBER DESIGNATION TABLES LOT HOUSE NUMBER 60 5751 GREAT GLEN ROAD SW 61 5771 GREAT GLEN ROAD SW 62 5791 GREAT GLEN ROAD SW 63 5801 GREAT GLEN ROAD SW 64 5821 GREAT GLEN ROAD SW 65 5841 GREAT GLEN ROAD SW 66 5861 GREAT GLEN ROAD SW 67 5881 GREAT GLEN ROAD SW 68 5901 GREAT GLEN ROAD SW 69 5921 GREAT GLEN ROAD SW 70 5941 GREAT GLEN ROAD SW 71 3796 SW BIGLER WAY 72 3816 SW BIGLER WAY 73 3826 SW BIGLER WAY 74 3836 SW BIGLER WAY 75 3846 SW BIGLER WAY 76 3847 SW BIGLER WAY 77 3837 SW BIGLER WAY 78 3827 SW BIGLER WAY 79 3817 SW BIGLER WAY 80 3813 SW BIGLER WAY 81 3795 SW BIGLER WAY 82 3796 SW SYLVIA COURT 83 3802 SW SYLVIA COURT 84 3812 SW SYLVIA COURT 85 3822 SW SYLVIA COURT LOT HOUSE NUMBER 86 3832 SW SYLVIA COURT 87 3842 SW SYLVIA COURT 88 3843 SW SYLVIA COURT 89 3833 SW SYLVIA COURT 90 3823 SW SYLVIA COURT '> 91 3813 SW SYL `COURT,' 92 3803 SW SYLVIA COURT 93 3797 SW SYLVIA COURT 168 6001 GREAT GLEN ROAD SW , 169 6009 GREAT 'GLEN ROAD SW 170 60M"GREAT GLEN ROAD SW' 223 3798 SW; UNNYSIDE STREET 224 3 08 S SUNNYSIDE STREET 225 3818 SW\SUNNYSIDE:STREET 226 382$ SW SUNNYSIDE STREET 227 3838 SW SUNNYSIDE STREET 228 3840 SW SUNNYSIDE STREET 229 3849 SW SUNNYSIDE STREET 230 3839 SW SUNNYSIDE STREET 231 3825 SW SUNNYSIDE STREET 232 800 SW SUNNYSIDE STREET. 233 37 SUNNYSIDE STREET EASEMENT PROVISIONS PHASEI SHEET 2 OF 5 1. AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY, CASC\ADE N�TURAL GAS, WAVE BROADBAND, CENTURYLINK, EARTHLINK AND ANY CABLE TELEVISION COMPANY, KITSAP COUNTY, CITY OF PORT L,RCHARD, 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�ONSTRUCT, 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, LO S,- CTS AND SPACES AT ALL TIMES FOR THE PURPOSES STATED. ALL PERMANENT UTILITY SERVICES SHALL BE PROVIDED BY UNDERGROUND SEA RVtC -EXCLUSIVELY. THE LOCATION AND DIMENSIONS OF THESE UTILITY EASEMENTS ARE SHOWN ON THE FACE OF THIS PLAT AND LABELED P.U.E. (PUBLIC�LIITY�ASEMENT) 2. A PRIVATE WALL AND STORM DRAINAGE EASEMENT (S.D.,W.E) SHOWN HEREON OVE' LOTS 60 THROUGH,71 THROUGH 87, 90 THROUGH 93, IS HEREBY DEDICATED TO SAID LOT OWNERS. SAID LOT OWNERS SHALL RES NSIBLE FOR THE MAINfEN CE, REPAIR, AND RECONSTRUCTION OF THEIR PORTION OF THE WALLS A D D AINAGE FACILITIES THIN AID EASEMENT AN SHA HAVE A RIGHT OF ENTRY FOR THIS PURPOSE. 3. A 10' PRIVATE STORM DRAIN EASEMENT (S.D.E) IS' -HEREBY D ICATED OVER, UNDE AN UPON THE BURDENED/BENEFITED LOTS SHOWN ON SHEETS 4 AND 5. SAID PRIVATE STORM DRAIN EASEMENT I FOR THE PURPOS OF NSTALLING AND MAINTAINING PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. THE LOT OWNERS SHALL BE R ONSIBLE FO THE AINTENANCE, REPAIRS OR RECONSTRUCTION OF THEIR PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENTS AND SH A RIG T OF ENTRY FOR THIS PURPOSE. THE BURDEN/BENEFITED LOTS ARE: 67/66,& 68, 70j69, 71-74/72- , 77-81/7 - , 82-85/83-86, 89-93/88-92, 169/168 & 170, 223-227/224-228, 230-233/2297133. - PUBLIC PEDESTRIANAIPC47SS EASEMENT( P.P.A,E) PROYISI THIS PLAT IS SUBJECT TO A PUBLIq PEDESTRIAN ACCESS EASEMENT 1-IL SHOWN HEREON OVER LOTS 81 AND 233. SAID PUBLIC PEDESTRIAN AC ASEMENT IS FOR THE, PURPOSE OF ACCESSING AIL BOX/KIOSK WITHIN SAID EASEMENT. THE MCCORMICK WOODS HOMEOWNERS ASS SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THE MAIL BOX/KIOSK FACILITIES WITHIN SAID EASEMENTS ;AND SHALL HAVE...A RIG FEN Y/FOR, THIS PURPOSE. PLAT NOTES 1. { ILL EXTERIOR DIVISION 12 PHASE '1 PLA CORNERS, INTERIOR REAR LOT CORNERS AND THOSE MARKED BY A REBAR SYMBOL HEREON ARE MARKED WITH A 1/2" REBAR WITH `YELLO PLASTIC CAP, STAMPED CORE 41299, UNLESS NOTED OTHERWISE. FRONT LOT CORNERS FOR LOTS IN DIVISION 12 PHASE 1 ARE MARKE WITH A ROCK NAIL AND FLASHER, STAMPED CORE 41299, SET IN THE CURB LINE AND OFFSET ALONG THE LOT LINE PROJECTED FROM THEFRONT LOT CORNER TOWARDS THE ADJACENT ROAD A DISTANCE OF 6.20 FEET UNLESS 0 RWISE NOTED IN THE LOT COR ER 0 SET TABLE, (SEE BELOW) 2. E EN TY OF THE LOT WES DIVISION 12 PHASE 1 PROJECT IS BEING DONE UNDER THE DIRECT SUPERVISION OF GLENN R. S AGUE, L 299. THE PR RTY ORNER STAKING, INCLUDING THE OFFSET FRONT AND REAR LOT CORNERS, HAS BEEN DONE UNDER THE EC GLEN R. SPRA3. THE M"CIATIO�N 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 ACCOUNTED FOR IN THE OVERALL DRAINAGE FACILITIES INSTALLED SHALL BE INDICATED ON THE FACE OF THE FINAL PLAT. '--. DECLARANT NOTE: THE MAXIMUM IMPERVIOUS AREA PER LOT SHALL BE 80 PERCENT OF THE LOT AREA OR 4,000, WHICHEVER IS LESS. 6. ALL LOTS SHALL ACCESS FROM INTERIOR ROADS ONLY. LOT CORNER OFFSET TABLES LOTS FRONT LOT CORNER OFFSET DISTANCE 63 64 5.90 64 65 6.30 TR / 76 7.00 86 87 6.30 88 / 89 6.80 R Sp�� C>�' U�WA3$1. .,op� 41299 �q • �w �WAL LAB tL LOTS REAR LOT CORNER OFFSET DISTANCE 60 61 5,00 61762 5.00 62 63 5.00 63 64 5.00 64 / 65 5.00 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE to'UKC PLANNING DESIGN SURVEYING 72700 NE 195th St, Suite 300 Bothell, Washington 98071 425.885.7877 JOB NO_ 201L97 202205260007 05/26/2022 09.08.36 AM Page 3 of 5 M""ORMICK WEST DIVIS10"'N 1 PHASE I SHEET 3 OF 5 A PORTION OF THE NW 1/4 OF THE SE 1/4 SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 6 5 - - N8835'11"W 2582.13 OL 7 8 - - _ FOUND 1" IRON PIPE @ THE NW CORNER SEC. 8, TWP. 23 N, RGE. 1 E, W.M., 0.2' ABOVE GRADE, I 8' S OF EDGE GRAVEL RD. VISITED 2020-10-02 M I d: N I 1 in 0 z I I I I CALCULATED W 1/4 CORNER PER ROS 9406230031 NOT VISITED 7 8 I I M I I �f. d' CO N WI n �I 0 z I FOUND 1" IRON PIPE ® THE I SW CORNER SEC. 8, TWP. 2 N, RGE. 1 E, W.M., I VISITED 2020-12-16 1 TRACT 1 LAND SEG AFN 20001031014 'L N� Q PRG 2Nh RBL�P v 20Z o�18pp61 PFN 1. ALL TITLE FORMA SHOWN ON 14S MAP S BEEN EXTRACTED FROM FIRST AMERICAN TI INSURA E COMPANY, wBDIVISI GUARANTEE NO. 5003353-00032 , EFFEC DATE MARbH,14, Zd22. iN PREPARING THIS MAP, CORE DESIGN, INC. HAS C UCTED 0 INDEPENDEN , TLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TI ISSUE AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MA AND D CLOSED BY THE REFERENCED GUARANTEE. CORE DESIGN, INC. HAS RELIED WH LY 0 FIRST AMERICAN TITLE'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PRE ARE THIS SURVEY AND THEREFORE CORE DESIGN, INC. QUALIFIES THE MAP'S ACCURA Y AN COMPLETENESS TO THAT EXTENT. THIS A FIELD TRAVERSE RVE . A THREE SECOND COMBINED ELECTRONIC TOTAL TATION S USED TOM SURE E ANGULAR AND DISTANCE RELATIONSHIPS B N ONTR NG M UMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRA SE MET OR EXCEEDE THOSE SPECIFIED IN WAC 332-130-090, ALL MEASURI NSTRUMEN ND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTU SPECIFICATIONS. 3. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN FEBRUARY, 2022. 4. ALL DISTANCES ARE IN US FEET AT GROUND LEVEL. L� 190 RN`\� MpON EN Q2p2�o 3 N� P pRGF'2;�h RBS� v �p2, p�1a�061 PFN SEE SHEETS 4 & 5 DATA SOUTHERLY EASTERLYZZ 1S O QN 1 FOUND 4" BRASS DISK STAMPED N 1/4 CORNER SEC. 8, TWP. 23 N, RGE. 1 E, W.M., COUNTY ENGINEERING, IN CASE, DOWN 0.65', VISITED 2020-10-02 (P.O.C) 1696.E N06'24'55"E 4 P N �I,2o6Ag � 264.74 g\ P ORwc 1 R=800.00 V,o 'DO CJSNNZ, � A--10'0531 "_i PFN 202 L=140.91 N16'30'26"E, 347.24 R=667.00 6=50'57'41" L=593.26 N67-28'07"E 173.59 i R=850.00 / G==2" L=11'116.51 N59'36'55" R=667.00 1 .59 a=-54'07'49" L=630.15� R=789. A=40'55'1 L=563 N24'25'48"E \ 670.30 )�Na 1 N13'55'29"E %141.92 R=500.00 'A=8'56'17' O i: ; I , / i N22'51'46"E a i �G� 294.13 / > CU2 ---- R=200.00 A=40'52'25" r L=142.68 LAO L9 N06'00'56" W (R) R=347.00 A=1714'30' L=104.42 N78'46'26'W 198.87 C� MCw 6\P�. 29 �o�-• z MC�O�p� 131A��Aa PFN 20220 EXISTING INGRESS, EGRESS & UTILITIES EASEMENT REC. NO. 200102090007 N88'56'22"W 5212.56 Wv26Cv COL• BASIS OF BEARINGS N87'02'01"W BETWEEN THE NORTH QUARTER CORNER AND THE NORTHEAST CORNER SECTION 8 PER BOUNDARY LINE ADJUSTMENT W20-BLA-01 RECORDED UNDER AUDITOR'S FILE NUMBER 202103180067 RECORDS OF KITSAP COUNTY, WASHINGTON. 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. 15 L-F UND WITNESS MARKER LABELED "S CTION CORNER" AND 1/2" Q R BAR W/ CAP STAMPED "ASPEN ONTROL" AT NE CORNER SEC. 8, (3 TWP. 23 N. RGE 1 E, W.M., VISITED 2020-10-02 V I v i I I P I NM�6o �M� 2�0�. 2 P CALCULATED E 1/4 QTR CDR NOT VISITED 8 co I U3 9 I^ 0 z I I I I I FOUND 3 BRASS DISK ® `...� THE SE CORNER SEC. 8, TWP. 23 N, RGE. 1 E, W.M., VISITED 2020-12-16 8 9 116 17 LINE TABLE LINE # BEARING LENGTH L1 N24'25'48"E 27.65 L2 N24'25'48"E 104.00 L3 N6534'12"W 241.27 L4 N78'27'46"W 107.15 L5 Ni3'S5'29"E 2.69 Lfi N76'04'31 "W 105.00 L7 N18'00'39"W 66.69 L8 N71'59'21"E 105.00 L9 N18'00'39"W 28.67 L10 N79'19'51"E 98.65 L11 N11'13'34"E 105.00 L72 N78'46'26"W 4.99 SCALE: 1" = 400' 0 200 400 800 CURVE TABLE CURVE # RADIUS DELTA LENGTH C1 25.00 73'44'23" 32.18 C2 247.00 1315'48" 57.18 C3 25.00 9410'02" 41.09 C4 616.00 410'02" 44.80 C5 565.00 1312'14" 130.20 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE 'Con PLANNING �zw� DESIGN SURVEYING 7 2100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO_ 20197 V•3e v.3q 202205260007 05/26/2022 09.08.36 AM Page 4 of 5 Mu'u"ORMICK WEST DIVISION 12, PHASE I A PORTION OF THE NW 1/4 OF THE SE 1/4 SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON SCALE: III= 40' 0 20 40 80 79• / o� Ns - u r v b, o N �OQM�\� � v FV�;toc 0 2MC PEN p220�1 TRACT 12-1A / OPEN SPACE / 9,866f SF / 3 10' P.U.E r � r LAJ Oq i o � l M r ^O o� N CIO coon Lr) o rW r' Inl r CD 1 L� � 2 r \ 19, r \ r \ r 51, o' r v- C6 r M p r 87 / N 6,552f rR /a 10' P.U.E S.D. r r _ 14-� r ; / 76 1 ; � r ' i � I t LEGEND ® FOUN CITY OF POR RCHAR TANDARD MONUMENT W/ PUNCH & STAMPED "41299" ® S CITY 0 ORT ORCHAR TANDA MONUMENT O FOUND 1 " REBAR TH YELLOW P STIC C STAMPED "CORE 41299" • SET 1/2" REBAR TH YE L W PLASTIC CA STAMPED "CORE 41299" *• SET 1/2" REBAR WITH LLOW LASTIC CAP STAMPED "CORE 41299" ALONG PROPERTY LINE OFFSET FROM REAR ROP TY CORNER, SEE REAR LOT CORNER OFFSET TABLE, SHEET 2 EASEMENT PROVISION, S SH T 2 P.U.E PUB UTILITY EAS NT, E E.P 1 S.D.E VATE STORM DRAIN SEMENT, SEE E.P 3 S.D.W.E PRIVATE S RAIN AND WALL MAINTENANCE EASEMENT, SEE E.P 2 P.P.A.E PUBLIC PEDESTRIAN ACCESS EASEMENT, SEE E.P R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON RECORDING OF THIS PLAT LINE TABLE LINE # BEARING LENGTH L1 N70'03'57"E 10.00 L2 N44'21'24"W 10.00 L8 N68'40'29"W 47.14 L9 N68'40'29"W 14.45 L10 N8115'31"W 46.49 L11 N8115'31"W 51.93 L12 N80'26'51"W 10.80 L13 N78'46'26"W 39.84 L14 N78'46'26"W 60.16 CURVE TABLE CURVE # RADIUS DELTA LENGTH C1 500.00 1'08'34" 9.97 C2 395.00 1'08'34" 7.88 C3 395.00 0'43'02" 4.94 C4 500.00 0'43' 2 6.26 C10 25.00 751 32.86 C11 353.00 2*22'14" 14.61 C12 39. 0 515'09" 36.12 C13 394 515'0 36.1 C14 2.00 72'56'33" .83 42.0 4 r� 21' r� m 21' .Z W � N M ry Q c v � CS �' Opo a31p301g" �, 39 N 5gL r� r 7.24 N7g04' " - W 9�94 r T \12 1857 49 79 N 8.49 31.21 4 10' S.D.E N 5' '''s ^v �, cAo 83 5,726t SF A <v qca � 7 10' P.U.E - �`� / M •00 / h SEE SHEET 5 SHEET 4 OF 5 CURVE TABLE CURVE # RADIUS DELTA LENGTH C15 50.00 49'34'53" 43.27 16 50.00 6859'50" 1 60.21 C17 50.00 86'07'41" 75.16 8 60.00 1'09'40" 1.22 19 .00 1610'49" 16.94 C20 352. 0 219'33" 14.29 C21 3 .00 810'46" 50.25 C22 25. 0 3'44'23" 32.18 G� 1E Rp\NPO� '(RPS-EpRM�S•( SPACE) OPEN M00� 00 2p3�h0��`a PEN 2 R Sph,�110-00 •v�'.•'og was$ CIVIL ENGINEERING CORE LANDSCAPE ARCHITECTURE PLANNING 41z9 4�0 : aw DESIGN SURVEYING .Is �jo1►'AL LA�� 127 00 NE 7 95th St Suite 300 Bothell Washington 98011 425.885.7877 ,� zZ JOB NO_ 20:1-97 ■ v•OW PO ft 202205260007 05/26/2022 09.08.36 AM Page 5 of 5 MCC-NORMICK WEST DIVISION 12, PHASE I SHEET 5 OF 5 A PORTION OF THE NW 1 /4 OF THE SE 1 /4 SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 10' P.U.E � 10' S.D.W.E S 87 5' i Sh _ - .I- _ 86 ; / If - - 84 / _' j `--_L4_ _ 112 85_ 10' S.D.W.E 5,If 7 IT If --►r t 10 S.D.W.E --1 ►1 _ ' 10' S.D.W.E --►y r 5, i i ; _---L6____ '� 83 SCALE:1 40 t t ; 0 20 40 80 l t o r 5'�� i , 76 i 6 10' S.D.W.E —.; 1� 5' r L�\ �� 10 P.U.E 5,248t SF t w it r — t 82 / o t 'c 10' S D W E —��tt l 1 p' i N6 77 T / I C9 i t 5,250t SF w o t ,� S.D.W.E 6 08'14„ / l ' 78 t �- t � 00 Ir z r M 5,444f SF i it i/ C t 79 �-1p' S.D.W.E e ' o \ i ►r it ? i 5,803f SFIf " cJ _ t 10' P.U.E r i z i o 80 64 / N i 0o o / � 10500 t / i •p"2s 43.66 65 - _ _ r r tt o t icr 90b 00" r t t ? i ,4' / 5,250t SF o 4119 �00 5Q00 L r I t ,a / ti 51.00 N 922, '� r I 10 S.D.E / 81 of / o ! —_r t N 117.66 24.00 C8 L ` ` N 6 f SF / N6 10' S.D.W.E i o N7g•46• " l 5' ' g0.0000 14266 26-3 66 C7 " I-- \ / 0' P � yo 4 iY 10,5 / 9.27 �v 4--105 , -- i i 10' X 8' P.P.A.E 4 00 117. SW B/�c 0 3jry L--1$93s C6 21' /� 66 g, �EV� DES 65.82 66 ER WAY 1, P.U.E 5,250f SF 3��o1Na �/ _ �' T 5000 ROW 4,1p �`3j" L,155 C5 \` / / oo 2022 10' P.U.E I r - 4 821.00 8 O r / Albj. o V PFN �� 5't —! C37 10445g" L`15p0g N Ra,`a9� <000 / 0814y� 105 I 00 't 5' - �► ,t 1.84 5, —�T t \36 \ N N 37 67 % 5,250f SF i N 1 C 3 ry,�m cV z d o f i i r 5' ]s' TRACT 12-1B t ; 10' S.D.E -/ o 6,884t SF 75 9,415t SF w r r t 10' S.D.E orn o o/ 4 W i OPEN SPACE t 74 r t i , P y h 10,5 Jz�1 7,152t SF Jw i Q / 00 i 73 t l z �t i 7,261f SF "w i �o� i �o N OQ / 5,2 O8 SF 51' 10 S.D.W.E �t try— z Ir i 7,123? SF// C� 1F RP�NPo� r r o f �, r / 4, v�v o ARP oRM o t t 10 S.D.W.E --y t A %� / �o C? / o S� WFS cd r r t �'- z I ."� t 71 / .a /� N67• o PCB I \C� N t r ,. �i t A t ; ; N / 08'14. "' EN S4 GCORM� �� 0b � i r 8,090f SF � n, <V o�• H' OP �!` �� 3�40 10' P.U.E 7 r �--10 .D.W.E /z / z`v �� °` / 10500 2p220 N78 46 r t i i � t / PFN o / 0 52 7 W 65.82 r �t �i10' S.D.W.E l� 21, / 69 I 0 6 1 50.00 r / t i`�° ?1, C23 5,262t SF N78 46 ,N78'4626"W j 1 4617 26 W 5200 N78.46 264W26bW i t icv tt t / �6j2p4j°6Y C24 5200 N7846.46 " ; �l o i 3 ' z N7 46'26"W6 % N78'4626W / o 1OS00 45 0 70 Q ' 70 6,039t SFQ ` I: If ' 229 "' .- If� - N 15' - ' 7,976f SF 230 o ao ' N8023'47"W 105.00 M 7,867t SF W d 231 d I �,�, moo I TRACT 12-1C I z r 7,867t SF dN I p N d a -�,`r OPEN SPACE N 2,483f SF N ' z M 2 � 10' P.U.E ---I If if n N a I M N I N8545'41"W 105.00 J 51.00 I N 3.05 Ccd 00 J R=25.00 50.00 -'J' h=9410'02" _ L=41.09 10' P.U.E O a N78646'26"W o 0 4.99 0 CD 228 M 5,250t SF rw r � 19, 51' 2 - 50.00 ® F D CITY PORT ORCH�AR� ® SET CIT F PORT CHARD ST o FOUND 1/2" RE WITH LLOI • SET 1/2" REBAR WITH LLO F * SET 1/2" REBAR WITH YE OW LINE OFFSET FROM REAR ROP SHEET 2 E.P EAS NT PROVISIO ,SEE EET 2 P.U.E LIC UTILITY EASEM , SEE E.P 1 S.D.E PRIVATE S DRAIN EASEMENT, SEE E.P 3 S.D.W.E PRIVATE STORM DRAIN AND WALL MAINTENANCE EASEMENT, SEE E.P 2 P.P.A.E PUBLIC PEDESTRIAN ACCESS EASEMENT, SEE E.P R-0-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON RECORDING OF THIS PLAT MONUMENT W/ PUNCH & STAMPED "41299" ASTIC'-C'AP STAMPED "CORE 41299" TIC CAP STAMPED "CORE 41299" 11C CAP STAMPED "CORE 41299" ALONG PROPERTY CORNER, SEE REAR LOT CORNER OFFSET TABLE, A=21'09'21" L=62.40 SjREEj R=190.00 _ A=23'10'07" L=76.83 LINE TABLE LINE # BEARING LENGTH L3 N7846'26"W 50.00 L4 N7846'26"W 50.00 L5 N8115'31"W 42.23 L6 N8115'31"W 56.20 L7 N68'40'29"W 61.59 L12 N80'26'51"W 10.80 Nn 0, c 10' P.U.E 170 �\ \ 5,250t SF t SF � 21 N18'00'39"W \ \.34 28.67 \ y 56.31 N79'19,5�pE 98.65 N06-00'56"W (R) �Ro� Go 't�� FV�MC 0�o j 11 �Ao�hB PFN 2p22o3 CURVE TABLE CURVE # RADIUS DELTA LENGTH C5 842.00 2'24'25" 35.37 C6 842.00 319'31" 48.87 C7 842.00 3'21'46" 49.42 C8 842.00 1'44'55" 25.70 C9 25.00 14'41'56" 6.41 C10 25.00 7518'04" 32.86 C23 305.00 012'33" 1.11 C24 200.00 012'33" 0.73 C25 200.00 13'03'00" 45.55 C26 305.00 5'21'54" 28.56 C27 200.00 5'21'54" 18.73 C28 200.00 13*21'17" 46.62 C30 169.00 17'09'46" 50.62 C31 169.00 3'59'35" 11.78 C33 800.00 252'55" 40.24 C36 800.00 4'00'27" 55.96 C37 800.00 3'51'36" 53.90 C39 25.00 90'00'00" 39.27 CURVE TABLE CURVE # RADIUS DELTA LENGTH C40 200.00 8'53'41" 31.05 C41 211.00 9'46'48" 36.02 C42 211.00 1 12'08'30" 1 44.71 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 72700 NE 795th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO- 2019-7 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 72700 NE 795th St, Suite 300 Bothell, Washington 98011 425.885.7877 JOB NO- 2019-7