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050-23 - Resolution - Final Plat Approval for McCormick Woods Northphase III, Division 3DocuSign Envelope ID: 3COB79OD-F126-448E-992D-9AAOBA4D6D54 RESOLUTION NO.050-23 A RESOLUTION OF THE CITY OF PORT ORCHARD, WASHINGTON, GRANTING FINAL PLAT APPROVAL FOR A 105-LOT AND 16-TRACT PLAT KNOWN AS MCCORMICK WOODS NORTHPHASE III, DIVISION 3. WHEREAS, property owner McCormick Development Corporation, LLC (hereinafter "Applicant"), has submitted an application for final plat approval of the project known as McCormick Woods North Phase III, Division 2 on undeveloped property located in the City of Port Orchard (hereinafter "the Property"); and WHEREAS, in 2010, the Applicant submitted an application for preliminary plat approval for the McCormick North Phase III to subdivide 129 acres into 159 single-family lots and related tracts, including the McCormick Village phase; and WHEREAS, on October 10, 2010, after a duly -noticed public hearing to review the proposed development, the City of Port Orchard Hearing Examiner approved the Preliminary Plat for the McCormick North Phase III; and WHEREAS, the Property is subject to a Development Agreement vesting the property to certain development standards, recorded on December 21, 2010; 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 December 20, 2021, the City of Port Orchard Hearing Examiner approved a Major Plat Amendment to the McCormick North Phase III preliminary plat; and WHEREAS, on February 6, 2023 the Applicant submitted an application seeking final plat approval for a portion of the McCormick North Phase III preliminary plat known as McCormick Woods North Phase III, Division 3, for the subdivision of 105 single-family residential lots, 16 tracts, and public right-of-way; and WHEREAS, City staff has 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: 3COB79OD-F126-448E-992D-9AAOBA4D6D54 Resolution No. 050-23 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 Woods North Phase III, Division 3 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 Woods North Phase III, Division 3 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 Woods North Phase III, Division 3, as illustrated and as legally described in Exhibit A, attached hereto; and THAT: The McCormick Woods North Phase III, Division 3 subdivision shall be governed by the terms of approval of the final plat, and the statutes, ordinances, and regulations in effect at the time of approval for a period of five years after final plat approval, unless the City Council finds that a change in conditions has created a serious threat to the public health or safety in the subdivision. THAT: The 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 May 2023. E DOCUSigned by: Robert Putaansuu, Mayor I►_r111:6115 DocuSigned by: j VAJAJ� 0Jd V)- Brandyy Wallace, MMC, City Clerk DocuSign Envelope ID: 3COB79OD-F126-448E-992D-9AAOBA4D6D54 01 McCORMICK WOODS NORTH PHASE III, DIVISION 3 A PORTION OF THE NW 1/4 OF THE SW 1/4 OF SEC. 04 AND A PORTION OF THE NE 1/4 AND THE SE 1/4 OF THE SE 1/4 OF SEC. 05 TWP. 23N., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON __ ♦ rTTI/1ST A T a a O* InO o �yQ SW HUDSON DR SITE a En n ? cc a w HIBISCUS CIR SW J CDo O � a >< Q ,4v SW YARROW ST O� SW OLD CLIFTON RO INITY VICm�l� 1»=1000' PLAT NOTE: ALL LOTS ARE HEREBY SUBJECT TO AN EASEMENT 2.50 FEET IN WIDTH PARALLEL WITH AND ABUTTING ALL INTERIOR LOT LINES AND 5.0 FEET IN WIDTH PARALLEL WITH AND ABUTTING ALL FRONT AND REAR LOT LINES FOR THE PURPOSE OF INSTALLATION, REPAIR AND MAINTENANCE OF WALLS, STORM DRAINS AND OTHER UNDERGROUND PRIVATE UTILITIES. 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 UTILITIES 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 THESE EASEMENTS THEY SHALL BE FULLY AND IMMEDIATELY RESTORED BY THOSE RESPDNSIBLE FOR THE WORK TO THEIR ORIGINAL OR BETTER CONDITION. THESE EASEMENTS HAVE NOT BEEN DEPICTED HEREIN AND ARE HEREBY GRANTED TO THE HOMEOWNERS ASSOCIATION, THEIR CONTRACTOR(S) AND/OR ASSIGNS. UTILITY EASEMENT: AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO CASCADE NATURAL GAS, ANY WATER COMPANY, US POSTAL SERVICE, QWEST COMMUNICATIONS COMPANY, PUGET SOUND ENERGY, INC., ANY CABLE TELEPHONE COMPANY, ANY CITY, KITSAP COUNTY, ANY DTHER PUBLIC OR PRIVATE UNDERGROUND UTILITY SERVICE (INCLUDING, BUT NOT LIMITED TO. PRIVATE ROOF DRAINS) AND OTHER UTILITIES, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR TEN (10) FEET OF FRONT BOUNDARY LINES OF ALL LOTS AND TRACTS, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, MAINTAIN AND REMOVE UTILITY SYSTEMS, LINES, FIXTURES AND APPURTENANCES ATTACHED THERETO, FOR THE PURPOSE OF PROVIDING UTILITY SERVICES TO THE SUBDIVISION AND OTHER PROPERTY, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES STATED, WITH THE UNDERSTANDING THAT ANY GRANTEE SHALL BE RESPONSIBLE FOR ALL UNNECESSARY DAMAGE IT CAUSES TO ANY REAL PROPERTY OWNER IN THE SUBDIVISION BY EXERCISE OF RIGHTS AND PRIVILEGES HEREIN GRANTED. SURVEYOR'S NOTES: 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATION ARE SHOWN HEREON. 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED MAY 22, 2017, THE DATE OF THIS FIELD SURVEY. 4) FULL RELIANCE FOR LEGAL OESCIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NUMBER 5003353-0003582E, DATED JANUARY 20, 2023. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. 6) SHOULD A PRIVATE ROAD SERVE MORE THAN TWO DWELLINGS PER THE CITY OF PORT ORCHARD FIRE CODE, THE NEW DWELLING UNITS WILL BE REQUIRED TO BE PROVIDED WITH A FIRE SPRINKLER SYSTEM IN ALL HOUSES BUILT. 7) ALL LOTS SHALL ACCESS FROM INTERIOR ROADS ONLY. TRACT NOTES: 1) TRACTS COS -A, COS-B, COS--C, COS-D, COS-E, COS-F, COS-G, COS-H AND COS -I ARE COMMON OPEN SPACE AND LANDSCAPE TRACTS, TO BE OWNED/MAINTAINED BY THE MCCORMICK WOODS HOME OWNERS ASSOCIATION (HOA). 2) TRACT RD-A IS A PRIVATE ACCESS AND UTILITY TRACT, TO BE OWNED/MAINTAINED BY THE MCCORMICK WOODS HOME OWNERS ASSOCIATION (HOA), FOR THE BENEFIT OF LOTS 1, 2, 3 AND 37. 3) TRACT RO-B IS A PRIVATE ACCESS AND UTILITY TRACT, TO BE OWNEO/MAINTAINED BY THE MCCDRMICK WOODS HOME OWNERS ASSOCIATION (HOA), FOR THE BENEFIT OF LOTS 152. 153. 154, 155, 156, 157. 158, 159, 160 AND 161. 4) TRACTS FD-7 AND FD-8 ARE FUTURE DEVELOPMENT TRACT, TO BE RETAINED BY THE PROPERTY OWNER. 5) TRACT S-1 IS LIFT STATION TRACT, TO BE DEDICATED TO THE CITY OF PORT ORCHARD, 6) TRACT SO-1 IS DETENTION POND TRACT, TO BE OWNED/MAINTAINED BY THE MCCORMICK WOODS HOME OWNERS ASSOCIATION (HOA). 7) TRACT P-1 IS DESIGNATED AS A PARK TRACT, TO BE OWNED AND MAINTAINED BY MCCDRMICK DEVELOPMENT CORPORATION. NW NE NW NE - 5 4 Mw/x SW S W SE DEDICATION: APPROVAL SHEET 1 OF 9 RNG. 1E. W. M. 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 CITY ENGINEER 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 I HEREBY CERTIFY THAT THIS FINAL PLAT IS CONSISTENT WITH ALL APPLICABLE PURPOSES; ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS CITY IMPROVEMENT STANDARDS AND REQUIREMENTS IN FORCE ON THE DATE UPON THE LOTS AND BLOCKS SHOWN ON THIS PLAT IN THE ORIGINAL REASONABLE OF PRELIMINARY/SHORT PLAT APPROVAL. I HAVE APPROVED THIS FINAL PLAT AS GRADING OF THE STREETS AND AVENUES SHOWN HEREON. THE UNDERSIGNED TO THE LAYOUT OF STREETS, ALLEYS AND OTHER RIGHTS -OF -WAY, DESIGN OF BRIDGES, OWNERS HEREBY WAIVE ALL CLAIMS FOR DAMAGES AGAINST ANY GOVERNMENTAL SEWAGE AND WATER SYSTEMS AND OTHER STRUCTURES. EXAMINED AND APPROVED 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 FREE CONSENT AND IN ACCORDANCE WITH OUR DESIRES. BY ME THIS DAY OF 2023. THE BREMERTON WATER AND PORT ORCHARD SEWER UTILITIES LOCATED WITHIN THE PUBLIC RIGHT- OF-WAY OR PUBLIC EASEMENTS, SHOWN HEREON, ARE TO BE DEDICATED TO THE CITY OF PORT ORCHARD. THE STORM CONVEYANCE SYSTEM LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR PUBLIC CITY ENGINEER. EASEMENTS, SHOWN HEREON, ARE TO BE DEDICATED TO THE CITY OF PORT ORCHARO. THE UNDERSIGNED 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 WOODS HOMEOWNER'S ASSOCIATION, A PLAT COMMUNITY, AS THAT TERM IS CITY COUNCIL DEFINED IN THE WASHINGTON UNIFORM COMMON INTEREST OWNERSHIP ACT, SOLELY TD 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 APPROVED BY THE CITY COUNCIL OF THE CITY OF PORT ORCHARD THIS BY LAW AND THE DECLARATION FOR McCORMICK WOODS HOMEOWNER'S ASSOCIATION, RECORDED UNDER KITSAP COUNTY RECORDING NO. DAY OF 2023. IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS AND SEALS THIS 1� n—AY nF ►- A-14 . ?0?9_ 1 ATTEST; ,��N'ALLE Klk 4%,� Pont, 4OTARV PU80C MCCDRMICK A WfiaiING BY: CORP., ACKNOWLEDGEMENTS: STATE OF WASHINGTON } ) SS COUNTY OF K-0 -2 C1 i ON THIS ( �� DAY OF .may 20 7-3. BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED So —fS M-202-i_ TO ME PERSONA�LL�1 KNOWNd (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE a OF MCCORMICK DEVELOPMENT CORP, A WASHINGTON CORPORATID , THE 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 AND 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. 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 IN Vc MY COMMISSION EXPIRES: �,oLA TA'� Lf r 202(cl PRINT NOTARY NAME TITLE REPORT ITEM NOTES: 1-2) ITEMS CONCERNING FISCAL RESPONSIBILITY IN THE PROPERTY. NON -SURVEY RELATED. 3) ITEM CONCERNING AN EASEMENT FOR RDADWAY AND UTILITIES, RECORDED UNDER RECORDING NO. 9602200050. MODIFICATION AND AMENDMENT BY INSTRUMENT NUMBERS 201207300353 AND 202111080124. EASEMENT FALLS INSIDE THE RIGHT-OF-WAY OF MCCDRMICK VILLAGE DRIVE, NOT SHOWN. 4) ITEM CONCERNING AN AGREEMENT FOR REIMBURSEMENT, RECDRDED UNDER RECORDING NO, 200710170135. NON -SURVEY RELATED. 5) ITEM CONCERNING A DEVELOPMENT AGREEMENT, RECORDED UNDER RECORDING NO. 201012210340. NON -SURVEY RELATED. 6) ITEM CDNCERNING AN ASSIGNMENT OF AGREEMENTS, EASEMENTS, COVENANTS AND RECORDED INTERESTS IN PROPERTY, RECORDED UNDER RECORDING NO. 201512310226. NON -SURVEY RELATED. 7) ITEM CONCERNING A RECORD OF SURVEY FOR BOUNDARY LINE ADJUSTMENT NO. LU16-BLA-05, RECORDED UNDER RECORDING NO. 201610250060, CREATING PARCEL I SHOWN HEREON. B) ITEM CONCERNING MEMORANDUM OF RIGHT OF FIRST OFFER, RECORDED UNDER RECORDING NO. 202001150206. NON -SURVEY RELATED. 9) ITEM CONCERNING A DEVELOPMENT AGREEMENT, RECORDED UNDER RECORDING NO. 202102190203. NON -SURVEY RELATED. 10) ITEM CONCERNING PLAT OF MCCORMICK WOODS NORTH PHASE III, DIVISION 2, RECORDED IN VOLUME 35 OF PLATS AT PAGES 201-207, SAID PLAT CREATING PARCEL II. 11) ITEM CONCERNING A DEVELOPMENT AGREEMENT, RECORDED UNDER RECORDING NO. 202210050135, NON -SURVEY RELATED. 12) ITEM CONCERNING AN EASEMENT FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM, RECORDED UNDER RECORDING NO. 202301050021. THIS IS AN AS -CONSTRUCTED EASEMENT, THEREFORE AN EXACT LOCATION CANNOT BE SHOWN. 13) ITEM CONCERNING A DEED OF TRUST, RECORDED UNDER RECORDING NO, 202203280226. NON -SURVEY RELATED. 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. EXECUTED THIS _ DAY OF . 2023. FINANCE DIRECTOR AUDITOR'S CERTIFICATE FILED AT THE REQUEST OF STEPHEN H WOODS, PLS. THIS _PAY OF 2023, AND RECORDED IN VOLUME OF PLATS, PAGE (S) RECORDS OF KITSAP COUNTY, WASHINGTON. KITSAP COUNTY AUDITOR FEE: 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 , 2023. COUNTY TREASURER 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 , 2023 COMMUNITY DEVELOPMENT DIRECTOR DATE LAND SURVEYOR'S 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 COMMUNITIES LLC, A WASHINGTON CORPORATION. IN SEPTEMBER, 2023. I HEREBY CERTIFY THAT THIS MAP FOR MCCORMICK WOODS NORTH PHASE III, DIVISION 3 PLAT, 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; ALL MONUMENTS AND LOT CORNERS ARE SET OR BONDED WITH THE CITY AND WILL BE SET PRIOR TO RELEASE OF THE BOND. THAT THIS PLAT CONFORMS TO THE APPROVED PRELIMINARY PLAT AND THE CONDITIONS OF APPROVAL THEREOF, STEPH H. WOODS, P.L.S. 38965 Job No. 2I-111 ( MSTOUR E N G I N E E R I N G- L L C CIVIL ENGINEERS -SURVEYORS LAND PLANNERS 4706 97th Street NW, Suite #100, Gig Harbor, WA 98335 Phone: 253-857-545A Fax: 253-509-0044 info@contourpllc.com C2] DocuSign Envelope ID: 3COB79OD-F126-448E-992D-9AAOBA4D6D54 rCD m m v o z n to cn Ln C'U fu r, g`r'v McCORMICK WOODS NORTH PHASE III, DIVISION 3 A PORTION OF THE NW 1/4 OF THE SW 1/4 OF SEC. 04 AND A PORTION OF THE NE 1/4 AND THE SE 1/4 OF THE SE 1/4 OF SEC. 05 TWP. 23N., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON N88.06'41'W 1312.97' (C) i312.97' (R) 4� 15 • `� 66 7H PL4 SOUTH QUARTER CORNER OF Of •' 0.), SECTION 5, TOWNSHIP 23 N. RANGE 1 E. W.M,., FOUND 4' BRASS DISK WITH PUNCH. R=L-80.39' 80.39'' S5 , VISITED 3-iB-16 1 9 NB1'37'41"F- to-"' m p �+ 1 L 38 .o 0 �C $3Q� ate. ;9 -0 DETAIL '} A" 1 = 20 LEGEND: an 17 03 31 OLD CLIFTON ROAD S87'00'24"E 2638.77' (C) 2638 77 Al 00 g�2g.00' A= 83'54'16" ZZIr I-,F_r mi l C, o ---f o CD NB4.54'53'E I t0.00' 60 DETAIL "B" 1" = 10' EAST QUARTER CORNER OF SECTION 5/ WEST QUARTER CORNER OF SECTION 4, TOWNSHIP 23 N, RANGE 1 E, W.M.. FOUND 3/4" IRON PIPE WITH PLUG 6 TACK. VISITED 3/18/i6. 58B'50'33"E 916.90' ■ems scar: SHEET 2 OF 9 RNG. 1E. W. M. LEGAL DESCRIPTION: PARCEL I: RESULTANT PARCEL A OF BOUNDARY LINE ADJUSTMENT SURVEY RECORDED UNDER AUDITOR'S FILE NO. 201610250060, IN VOLUME 83 OF SURVEYS, PAGES 76 - 78, INCLUSIVE, RECORDS OF KITSAP COUNTY, WASHINGTON, BEING A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY, WASHINGTON. PARCEL II: TRACTS FD-1, FD-2, FD-3 AND FD-4, MCCORMICK WOODS NORTH PHASE III, MCCORMICK WOODS NORTH PHASE III, DIVISION 2. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 35 OF PLATS, PAGES 201-207, INCLUSIVE, RECORDS OF KITSAP COUNTY, WASHINGTON: OF BEARING: MCCORMICK WOODS NORTH PHASE III, DIVISION 2 PLAT RECORDED IN VOLUME 35 OF PLATS. PAGE (S) 201-207, INCLUSIVE, RECORDS OF KITSAP COUNTY, WASHINGTON: SITUATE IN KITSAP COUNTY, WASHINGTON. 6-.. 'q 09. L=5.86' A= il'59`12" z V" �or0 SOUTHEAST CORNER OF SECTION 5/ 5 4 SOUTHWEST CORNER OF SECTION 4, ro ` TOWNSHIP 23 N, RANGE i E. W.M.. / A1E IL8 9�CALCULATED, FOUND BRASS PLUG �a ti v N�',Z`yg n m IN CONCRETE PER BLA NO. L-1078 u t 48 wo `` o 100 r W X _ p 64'S9 22" ; cmn rn 6' �D L=10.05' 0� I Q.20 Cn 20 3423 1 m J a ^A H. 0LD1 a �NB1'd0' 39"E cS� t0.00' 111 DETAIL "D" DETAIL "C" 1r' = 10' DETAIL "E" 1 " - 10' 1" = 10' I------------------————————————————————————————— — — — — ——— — — — — — — — — — — — — — — — ! a v� I McCORMICK VILLAGE DRIVE d= 13'd3'41" N31.03'38"E 262.52' I L=64.69' A=270.00' L=s4.73' I 4 L=36.52'=220-00' �- 7.45'03° TRACT COS- C 3' is•51'9" ll I L�5B58 3a.1 \\ d �16'9�38' D N30'33' 17"E 323.98' — 6•'���o ' �— — — r' ---- �� J-----.._.....-------_.__---------r-- —J� ✓s TRACT RD— B I � DETAIL "F" (1)) = 20'} 4� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ..^n. — — — — — — — — — — — — — — — — — — — — — — — — — — ..... — — — J e = MONUMENT FOUND. (R) = MCCORMICK WOODS NORTH PHASE III, DIVISION 2 (C) = CALCULATED Job No. 21--111 Pr4TOUR NG IN E E R I N G- L L C CIVIL ENGINEERS -SURVEYORS LAND PLANNERS 4706 97th Street NW, Suite #100, Gig Harbor, WA 98335 Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com DocuSign Envelope ID: 3COB79OD-F126-448E-992D-9AAOBA4D6D54 McCORMICK WOODS NORTH PHASE III, DIVISION 3 slr AT.R. 1�i = VV LEGEND: r SET #4 RESAR WITH RED PLASTIC CAP STAMPED "CONTOUR PLS 38965". ?� N MM AA C I4F o 9 38965 0I S T � c,�Q L LpND SHEET 3 OF 9 Z J RADIUS 7" 49.61' 3" 200.00' 7" 198.00' 1" 439.00' 4" 28.00' 9" 28.00' 4" 176.50' 4" 1919,00' 9" 1919.00, 8" 219.50' 6" 28.00' 6" 2020.00' 4" 449.00' 7" 401.00' 2" 28.00' 6" 28.00, 4" 176.50' 3" 2121.00' 2" 212l.00' 7" 71.11' 7" 71.i1' 0" 71.i1' 6" 28.00' 5" 443.29' 8" 2376.00' 3" 2376.00' 5" 978.50' 1" 220,00' 5" 220.00' i2" 48,00' 2" 48.00' 0" 48.00' 16" 21.00' 5 " 220.00' 2" 48.00' 12" 48.00' 10" 48.00' 17" 270.00' 19" 270.00' w, 270.00' H' 2020.00' 18" 978.50' ?7"1 8.00' LINE TABLE LINE BEARING DISTANCE L1 S41'12'02"E 32.55' L2 531'05'15"W 37,27' L3 N50'31'55"W 19.35' L4 N77'25'07"W 12.66' L51 N31'05'15"E 37.27' L6 S31'05'15"W 37.27` L7 S32'05'58"W 15.83- 1-13 Si9'25'58"W 25.40' L9 N58'54'45"W 14.09' 1-10 N58'54'45"W 9.00' Lii N77'25'10'W 12.66' L12 S77'25'07"E 12.66' IRESS )EKING WAY )EKING WAY LOT NO.1 112 113 3411 3401 ADDRESS SW MOORING SW MOORING LN LN )ERING WAY 114 3395 SW MOORING LN )ERING WAY ]ERING WAY 115 116 3385 3375 SW MOORING SW MOORING LN LN )ERING WAY 117 3365 SW MOORING LN )ERING WAY 118 3355 SW MOORING LN )ERING WAY ]ERING WAY 119 120 3335 3315 SW MOORING SW MOORING LN LN MOORING LN 121 3295 SW MOORING LN MOORING LN 122 3285 SW MOORING LN MOORING LN 152 4400 SAIL LANE SW MOORING LN 153 4410 SAIL LANE SW MOORING LN 154 4420 SAIL LANE SW MOORING LN 155 4430 SAIL LANE SW MOORING LN MOORING LN 156 157 4440 4450 SAIL LANE SAIL LANE SW SW MOORING LN MOORING LN 158 159 4460 4470 SAIL LANE SAIL LANE SW SW MOORING LN MOORING LN 160 161 4480 4490 SAIL LANE SAIL LANE SW SW Job No. 21-111 I�r., TOUL L C E N G I N E E R I N G- CIVIL ENGINEERS -SURVEYORS LAND PLANNERS 4706 97th Street NW, Suite COO, Gig Harbor. WA 98335 Phone: 253-857-5454 Fax: 253-509-0044 info@contourp]lc.com DocuSign Envelope ID: 3COB79OD-F126-448E-992D-9AAOBA4D6D54 McCORMICK WOODS NORTH PHASE III, DIVISION 3 SEE SHEET 5 OF MCCORMICK VI LLAGE DRIVE — N04'00'41"E 695.54' m ��„ 640.34 ' — J J N04'QO'41"E 585,27' N04'02'18"E 135.00' m 01, (\. 0 Ln I f o N05'42'26"E f 1 0 45.02' N04'04'33"E 370.57' cu cm J 1 �" Q I Lri f rn 04 O cn cn m `" J fm LuU�w 1.5' cr' J N04 ' 10 ' 34 "E v H m in in � 1 25.00' U] In ca SO4'02'18"W 35.85, 49.23' _ o w u' N04'02' 18"E 10' SANITARY SEWER EASEMENT N i� (SEE DETAIL "G") 50.01' in mLn --�� -� In v LU LO N • rn o L*i n cr, � m Ln cu UL J CZ rn ­_,� ❑7 Q, m cn S`o) *O . 3 qq, ?03 Oq. Ks S� 3y��'T 0 60 120 SCALE: 1" _ 600 Ic '8V C\r6S, VF v' `�E, 'ram'• 4\\ c�0Qp�8„ 9,qS OP nn t� LEGEND: = MONUMENT FOUND. = SET #4 REBAR WITH RED PLASTIC CAP STAMPED "CONTOUR PLS 38965". = CITY OF PORT ORCHARD STANDARD MDNUMENT TO BE SET. UE = UTILITY EASEMENT Lo I ' O Li] Q N U m r cv H Ln U c F L11 m "hamll, h �P c\2 4114 He gI.9j, �S� 'Of �v'� •, 61)9 O F 69� OO SO 4. 6 9.�3'po�3 • O�1 55 •, /+ SO ` �q • O� � ho Iq )p yc')' o� co 19 S9 300F ry cc a2, , f 9 06 OO .,-0, 0 44 C) co SHEET 4 OF 9 I I if 585'57'41"E 116.08' I - #may o f f rn f I J Lo f JLu f I z 1 Jj I I a � y Q LO f � 2 f � l I I f f 1 f ! I f f ffI 1 1 I I f f I 1 J J TRACT FD-7 f f cn � ICI � f J I + U_ m Q f f 1 I CQ f f o z f I z I I f I I f f I 5- — -a—f 5' J I f J I f f I I � J l 18,00' ff f I I f I f J I Ill j 125.00 ' I I f S65'57'42"E 3C 43.0Q' � Ln LU cm :a ui 01 TRACT COS—H DETAIL "G" (1" = 40' ) Ln Job No. 21-111 Tou A PNG I N E E R 1 N G- L L C CIVIL ENGINEERS -SURVEYORS LAND PLANNERS 4706 97th Street NW, Suite #100, Gig Harbor, WA 98335 Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com DocuSign Envelope ID: 3COB79OD-F126-448E-992D-9AAOBA4D6D54 cb rz, 0 Nt W �Wy W w W McCORMICK WOODS NORTH PHASE III, DIVISION 3 30.04m7f r, m 30' n TRACT SD-1 152339 SF U O 30' o1D ' N A - N N "N rn S� lb .F. ., S77.44 s64 4 29.101 96SS SS6 SI t�6��2 g) 46 99 '00'57"E 258,26' 238.66' 183.64' w iv fu o O /' AhA� '�3 3 *y�•p6 LEGEND: = SET #4 REBAR WITH RED PLASTIC CAP STAMPED "CONTOUR PLS 38865". X = CITY OF PORT ORCHARD STANDARD MONUMENT TO BE SET. S88'50'33'E 916.90' 'V64 54 N73 2g . 62.7�25"1y � v us- A� a pA�2 N 586'35' 12"E 41.12' • m � d O �-r F � Z O cn a m N W W N TRACT P-1 344772 SF Cb S87'58'25-E 1i9.39' 0 60 120 SCALE; 1" = 60' I 590.77' SHEET 5 OF 9 Job No. 21-111 qEN MIN TEEORING-LLC CIVIL ENGMEERSNSURVEYORS LAND PLANNERS 4706 97th Street NW, Suite #100, Gig Harbor, WA 98335 Phone: 253-857-5454 Fax: 253-509-004A into@cantourpllc.com SHEET 5 OF 9 DocuSign Envelope ID: 3COB79OD-F126-448E-992D-9AAOBA4D6D54 McCORMICK WOODS NORTH PHASE III, DIVISION 3 I '38 1.=50.65 , 00 4. (. 00. 4S"" j� 3: S6 , DS DpD w o -a 6' "90 Sj .B \D 4\, 44,)� L 0b 0`r'" I lbI\ jam) V' 9�`� N0q • 55' 20 '`''.I` f �j 00 4159, . 00'E 5 �roQ a21 5 U' S P6�� 00 00 s� hi atE� m 4, �.5j `�C d a 4 N ru 50 •01. 4- N04 D2'9 1e°� �� jna� �2� `P 09 �. 4 00��� � 3� G. <<S.6, 4J S4 \ 2? 03 ' Se • 9d 45, co o `0 95j` a 2h2 T \JDF Laro m rn O 4Cj cn 66, m .� 604,A a/ AA to F \�� SOC, 4� fib °b• \ a /v in 05' q13' R=28.00' 5 OP 9 4q'19 Leos . ?\ c4 D0 9% A4. +n 18 \ 6> h L=44.5B', C, '°°. Q. �s,qco o R=2B. 00 „ tom, P as s,\\ A= gi'12' 48 qbj\�� 4�DS O �S�FDF'9 9 \ �� h4,'S9, q %,q p \ SHEET 6 OF 9 SCALE: LEGEND: 0 = MONUMENT FOUND, 0 = SET #4 REBAR WITH RED PLASTIC CAP STAMPED "CONTOUR PLS 38965". X = CITY OF PORT ORCHARD STANDARD MONUMENT TO BE SET. UE = UTILITY EASEMENT (***) = 3 CAR GARAGE' LOT N= E N G l N E E R f N G- L L C CIVIL ENGINEERS -SURVEYORS LAND PLANNERS 4706 97th Street NW, Suite #100, Gig Harbor, WA 98335 Phone: 253-1357-5454 Fax: 253-509--0044 info@contourpllc.com SHEET 6 OF 9 1 DocuSign Envelope ID: 3COB79OD-F126-448E-992D-9AAOBA4D6D54 L=146.47: R=A05.00 A= 20.43'17 ti McCORMICK WOODS NORTH PHASE III, DIVISION 3 ti L=109.65' R=301.50' A= 20'50'14' TRACT FD-8 397005 SF va 3 7996 SF S68 1q. f IOS 03 sEE SSE T P 4 OF 8 TRACT FD-7 f. Z� �r''o� ��• So�j •40 ecu ho' oh 63 s h 6347 SF IS, = S6� 40 / o' �o *63 . 0 0 62 bS�. 569• 6550 SF g2,0 8 N a 40 . 1 :5s Og•, -- k v b ti qo N \ t �;�h�a.o`° Sj (ggQ1Q(J y 99p 0 n p �oS. \ 4ZlI ~ r99�'4�J\ �d� �' 0 g2 1 S R=132.20' °S /�°'�h S0 \°ul, 0= 25'33'01 rc�. vQ ti o� 61 L=29.79' ^� A= 4'15'4B" /�? 51 f r�R 40i44) \� h • 6732 SF Z., 6519 8 SF •S• r` n rn a cn r , �. M m p S> 2 ZFj 7229 SF Q $h o:h �h2 \ �6S 500, Lu S78 °c28'50.s 104.42 m o A, ��"� ., � 1 z 6157 SF ti 4, 2& , (***, `�� n 100 S78• 74' 30'3s"S 105.00 1� hh .h� � S y °6• 12 � 2 0�, 7 6395 SF 4 � 9 (***) D' � ,��ti�o•�ro SvS•rS,a`` A°�B \'L", o �ti . `' �,Z*� �� `QJ�`• ,�`'�a r�,� °o. �4 f � sob �,aao'�`O �•C�� ca 6 Q/ 7259 SF r 4 1� Cb S. O 5 00 • .�'so, QUO /\ "�00 6300 SF 4 f°.00, 6771 SF S9 • `a• o. Z �, j 1 J9 N� 10 • v �t 90 411 L=30.56' A= 20.14'35"�-- N64 2 c �^ Lu 1p ;, 37 CP 5966 SF S66'17' 29"FJ/ 29.02' co o 1--0. 68 L-49 d= 54 1 �35'S7„ 0 50 100 s0AT.F: 1" = 50' LEGEND: 0 = MONUMENT FOUND. SHEET 7 OF 9 = SET #4 REBAR WITH RED PLASTIC CAP STAMPED "CONTOUR PLS 38965". = CITY OF PORT ORCHARD STANDARD MONUMENT TO BE SET. UE = UTILITY EASEMENT (*-x*) = "3 CAR GARAGE" LOT Job No. 21-111 SHEET 7 OF 9 DocuSign Envelope ID: 3COB79OD-F126-448E-992D-9AAOBA4D6D54 rAr� ,n U 2 h Q� IV 110so,� js TQn 00 • MccORMICK FOODS NORTH PHASE III, DIVISION 3 c; F "D 000 SEE TRACT COS-F ON SHEET 9 000 010 0F �t��\ Cr) n * ! F66 .l9' �9• h 10g•2�1 , LL m Cr) Ln LO Lo 0 40F .�� s„ \ cc, ``D a� 6'. = 106'42'41D \\� a L=52.15' a� R=28.00' rc,• G1t v� c / I, 1�' � r~II Q� o, 0 I �1 1� f rn clu a 5� a Iro I� =U N15 1 � I I Q4-c LO s -L� 2a p0A0' �3 �;9�j6 SHEET 8 OF 9 0 50 100 Q sc E: 1" -= 50' 4 4 CO h n Q LEGEND: o = MONUMENT FOUND. SET #4 REBAR WITH RED PLASTIC CAP STAMPED "CONTOUR PLS 38965". = CITY OF PORT ORCHARD STANDARD MONUMENT TO BE SET. UE = UTILITY EASEMENT (***) = " 3 CAR GARAGE" LOT s09.16 58 'W (RADIAL) Job No. 21-111 NIL =7111 E ol, STOUP G I N E E R 1 N G- L L C CIVIL ENGINEERS -SURVEYORS LAND PLANNERS 4706 97th Street NW, Suite #100, Gig Harbor, WA 98335 Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com DocuSign Envelope ID: 3COB79OD-F126-448E-992D-9AAOBA4D6D54 McCORMICK WOODS NORTH PHASE III, DIVISION 3 S�V LEGEND: 0 = MONUMENT FOUND. • 2 = SET #4 REBAR WITH RED PLASTIC CAP STAMPED "CONTOUR PLS 38965". = CITY OF PORT ORCHARD STANDARD MONUMENT TO BE SET. = UTILITY EASEMENT /. �o ao I X Q `L Go 30 . ti ,�215��� �, 1�•y / 0 50 100G`� 9 �� 12 2ho • �,� "� �q. ! O� s,6� • °a SCALE. 1ff = 54 V o� 0•Q3 55 ��` p, 3�• •04 oti �16 ��,o� �g"� TRACT 2 COS— I a 00 3� N 20 • D' Q;'0' 0° i • 01 20 SF _(Z) GSA w1 11r 643• v Qi,2 r � 4 F 11 C.3 152 93s 5857 SF 1169 t� a° vy / r0 99 s0 ^/ r04 9,> 153 / oo 0S09 a 5034 5F-Ilk /qo bi Al 5000 SF / •��. L�� / �, P��� ��/ / /'�� ��qo / ss9 �6'q . A/fi96 7 �i G / ��. / ham' 155 °0 hti 5000 SF ss9 or� G�k 97 156 5000 SF / A> ss9. w261s ho 98-fob 0�' •Zhh 1�0 5000 SF '�% qo/ ss9 • /o a2 '''a :� coroF99 h�0 ° / / o tea' aq� 158 °° " 30 0Q / / S 5000 5F S6j29 s0 °o �.�� // �o� s9a64? •,�� 22 voJ2'L �2��Go o ° 0Q / s"F / =�q o 60• 01 • 159 r °0 00 . 23 5000 SF / 4= 3' Cq3 rye% Pu ss9.6 h/o Q� V 4�do A 24 hoy�2� C3 r 160 r0° 00/ CD — 9s9 , 5056 SF �6, o .,A1 . •,Gj 25 p. a titi 1 161 10' �a / oo .tie , �a a6 ��•oo 0 ss 12�, 6221 SF 9 �6 08, � /� o0 00 "?6" / 4 26 v <c c� . 60 , r Op . �,' r,i> h`L 27 a �, tititi ~ "v o� r °• B9 . V (to ap 1 u, SEE SHEET 3 OF 9 FOR LINE TABLE. CURVE TABLE AND LOT ADDRESSES SHEET 9 OF 9 �ati�oo 00 �, uWTANDERING Q.2�2`� r,nY c, LU N82.34-55-N 65.89' a / r o 57 % s' Ln N77 • 105.00 a,So z co58'46"W(!?ADIAL) 91 92 Job No. 21-111 E N G! N E E R I N G- L L C CIVIL ENGINEERS -SURVEYORS LAND PLANNERS 4706 97th Street NW, Suite #100, Gig Harbor, WA 98335 Phone: 253-657-5454 Fax: 253-509-0044 info@contourpllc.com SHEET 9 0F