027-22 - Resolution - Final Plat Approval McCormick West Division 11DocuSign Envelope ID: OF8F72CB-7E1A-427D-B54A-295F353F473E
A RESOLUTION OF THE CITY OF PORT ORCHARD, WASHINGTON, GRANTING FINAL
PLAT APPROVAL FOR A 133-LOT AND 18-TRACT PLAT KNOWN AS MCCORMICK WEST
DIVISION 11
WHEREAS, property owner Greg Krabbe, on behalf of 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 11 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 September 27, 2021, application was submitted for the final plat of
Division 11 of the McCormick West preliminary plat to include 99 single-family residential lots
and 18 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 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: OF8F72CB-7E1A-427D-B54A-295F353F473E
Resolution No. 027-22
Page 2 of 13
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 11 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 11 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 11, as illustrated and as legally described in Exhibit A, attached hereto; and
THAT: The McCormick west Division 11 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 22nd day of February 2022.
DocuSigned by:
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Robert Putaansuu, Mayor
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DocuSigned by:
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Brandy a ace, MMC, City Clerk
DocuSign Envelope ID: OF8F72CB-7E1A-427D-B54A-295F353F473E
Exhibit A
Resolution No. 027-22
MCCORMICK WEST DIVISION I I
A PORTION OF THE NW, NE, SW 1/4, AND THE WEST HALF OF THE SE 1/4
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 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 11 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 (AS OWNER OF RESULTANT PARCEL 1)
MCCORMICK COMMUNITIES, LLC, A WASHINGTON LIMITED LIABILITY COMPANY, SUCCESSOR IN INTEREST, BY MERGER, TO WEST X SW
INVESTMENT HOLDINGS LLC, A WASHINGTON LIMITED LIABILITY COMPANY (AS OWNER OF RESULTANT PARCEL 4)
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 AND MCCORMICK COMMUNITIES, LLC, A
WASHINGTON LIMITED LIABILITY COMPANY, 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
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SITE INDEX
NW, NE, SW 1/4 & W 1/2 SE 1/4
SEC. 8, TWP. 23N, RGE. 1E, W.M.
CITY ENGINEER'S APPROVAL
SHEET 1 OF 11
I HEREBY CERTIFY THAT THIS FINAL PLAT IS CONSISTENT WITH ALL APPLICABLE TOWN/CITY IMPROVEMENT STANDARDS AND
REQUIREMENTS IN FORCE ON THE DATE OF PRELIMINARY PLAT APPROVAL. I HAVE APPROVED THIS FINAL PLAT AS TO THE LAYOUT
OF STREETS. ALLEYS AND OTHER RIGHTS —OF —WAY, DESIGN OF BRIDGES, SEWAGE AND WATER SYSTEMS AND OTHER STRUCTURES.
EXAMINED AND APPROVED BY ME THIS _ DAY OF _, 20_.
CITY ENGINEER
COMMUNITY DEVELOPMENT DIRECTOR
I HEREBY CERTIFY THAT THIS FINAL PLAT IS CONSISTENT WITH ALL APPLICABLE TOWN/CITY IMPROVEMENT STANDARDS AND
REQUIREMENTS IN FORCE ON THE DATE OF PRELIMINARY PLAT APPROVAL. I HAVE APPROVED THIS FINAL PLAT AS TO THE LAYOUT
OF STREETS. ALLEYS AND OTHER RIGHTS —OF —WAY, DESIGN OF BRIDGES, SEWAGE AND WATER SYSTEMS AND OTHER STRUCTURES.
EXAMINED AND APPROVED THIS _ DAY OF 20_.
COMMUNITY DEVELOPMENT DIRECTOR
CITY COUNCIL
APPROVED BY THE CITY COUNCIL OF THE CITY OF PORT ORCHARD.
THIS _ DAY OF __—, 20_.
CITY CLERK
MAYOR
PUBLIC WORKS DIRECTOR
EXAMINED AND APPROVED
THIS _ DAY OF 20_.
PUBLIC WORKS DIRECTOR
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 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 __ 2022. 1 HEREBY CERTIFY THAT THIS MAP FOR MCCORMICK WEST DIVISION 11, 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
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CIVIL ENGINEERING
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41299 DESIGN SURVEYING
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ANAL LAB 12700 NE 195th St, Suite 300 Bothell, Washington 98071 425.885.7877
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DocuSign Envelope ID: OF8F72CB-7E1A-427D-B54A-295F353F473E
MCCORMIC"K WEST
SHEET 2 OF 11
DIVISION
A PORTION OF THE NW, NE, SW 1 /4, AND THE WEST HALF OF THE SE 1 /4
SECTION 8, TOWNSHIP 23 NORTH,
RANGE 1 EAST, W.M.
CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
LEGAL DESCRIPTION
EASEMENT PROVISIONS
THE LAND IN THE CITY OF PORT ORCHARD, COUNTY OF KITSAP, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS:
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
RESULTANT PARCEL 1 AND RESULTANT PARCEL 4 OF BOUNDARY LINE ADJUSTMENT RECORDED UNDER AUDITOR'S FILE NO. 202103180066, AND AS SHOWN ON
PRIVATE UTILITY AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON ALL PROPERTY ABUTTING PRIVATE OR PUBLIC
SURVEY RECORDED UNDER AUDITOR'S FILE NO. 202103180067 IN VOLUME 92 OF SURVEYS, PAGES 244, 245, 246 AND 247,
ROADWAYS WITHIN THE PLAT, AS DEPICTED HEREON; IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN
BEING A PORTION OF THE NORTHEAST QUARTER, THE SOUTHWEST QUARTER AND THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 23
UNDERGROUND PIPES, CONDUITS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING
NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY, WASHINGTON.
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
APN: 082301-1-015-2001 AND 082301-3-002-2002
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). NO PERMANENT
RESTRICTIONS OF RECORD
STRUCTURES SHALL BE CONSTRUCTED WITHIN THE PUBLIC UTILITY EASEMENTS.
2. A 20' PUBLIC SANITARY SEWER EASEMENT IS HEREBY DEDICATED TO THE CITY OF PORT ORCHARD OVER TRACT 1L. THE CITY OF PORT
1. THIS SITE IS SUBJECT TO AN EASEMENT TO PUGET SOUND ENERGY FOR UTILITY SYSTEMS AND THE TERMS AND CONDITIONS THEREOF AS RECORDED
ORCHARD SHALL BE RESPONSIBLE FOR MAINTENANCE, REPAIR OR RECONSTRUCTION OF THE SANITARY SEWER FACILITIES WITHIN SAID
UNDER RECORDING NUMBER 781118.
EASEMENT AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE.
2. THIS SITE IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS; BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION
3. A PUBLIC SANITARY SEWER EASEMENT IS HEREBY DEDICATED TO THE CITY OF PORT ORCHARD OVER TRACT 1M. THE CITY OF PORT
INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILY STATUS, OR NATIONAL ORIGIN TO
ORCHARD SHALL BE RESPONSIBLE FOR MAINTENANCE, REPAIR OR RECONSTRUCTION OF THE SANITARY SEWER FACILITIES WITHIN SAID
THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE TITLE 42, SECTION 3604(C), OF THE UNITED STATES CODES RECORDED UNDER
EASEMENT AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE.
RECORDING NUMBER 202006240286. SAID DOCUMENT SUPERSEDES AND REPLACES ALL PREVIOUSLY RECORDED DECLARATIONS FOR MCCORMICK WOODS
PUD. AMENDMENT(S) AND/OR MODIFICATION(S) OF SAID COVENANTS RECORDED UNDER RECORDING NUMBER 202102170330 AND 202109070143.
4. A 10-FOOT PRIVATE WALL AND STORM DRAINAGE EASEMENT SHOWN HEREON OVER LOTS 1 THROUGH 3, 5 THROUGH 14, 27 THROUGH 43,
52 THROUGH 59, 94 THROUGH 99 AND TRACTS 1E, 1N, AND 1P IS HEREBY DEDICATED TO SAID LOT OWNERS. THE OWNERS OF SAID LOTS
3. PROVISIONS OF THE ARTICLES OF INCORPORATION AND BY-LAWS OF THE MCCORMICK WOODS ASSOCIATION, AND ANY TAX, FEE, ASSESSMENTS OR
AND ANY LOTS THAT ABUT SAID WALLS, SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIR, AND RECONSTRUCTION OF THE PORTION
CHARGES AS MAY BE LEVIED BY SAID ASSOCIATION.
OF THE WALLS UPON THEIR LOTS AND DRAINAGE FACILITIES THAT THEY HAVE BENEFIT OF USE AND SHALL HAVE A RIGHT OF ENTRY FOR
THIS PURPOSE.
4. THIS SITE IS SUBJECT TO AN ACCESS EASEMENT BETWEEN MCCORMICK LAND COMPANY AND MCCORMICK WOODS PARTNERS AND THE TERMS AND
CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 9609240198. SHOWN HEREON. 5. A PRIVATE SHARED ACCESS EASEMENT IS HEREBY DEDICATED TO THE OWNERS OF LOTS 5 AND 6 SHOWN HEREON OVER TRACT 1M. THE
MCCORMICK WOODS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR MAINTENANCE, REPAIR OR RECONSTRUCTION OF THE SHARED
5. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS CONTAINED IN THE DOCUMENT ENTITLED "RESOLUTION 022-2009 ADOPTING A DEVELOPMENT ACCESS FACILITIES WITHIN SAID EASEMENT AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE.
AGREEMENT FOR STORMWATER FOR MCCORMICK WEST" RECORDED UNDER RECORDING NUMBER 200903040110. 6. A 10' PRIVATE STORM DRAIN EASEMENT (S.D.E)IS HEREBY DEDICATED OVER, UNDER AND UPON THE BURDENED/BENEFITED LOTS SHOWN
STORMWATER DEVELOPMENT AGREEMENT RECORDED MARCH 4, 2009 UNDER AUDITOR'S FILE N0. 200903040111. NOTHING PLOTTED. ON SHEETS 6 THROUGH 10. SAID PRIVATE STORM DRAIN EASEMENT IS FOR THE PURPOSE OF INSTALLING AND MAINTAINING PRIVATE
6. THIS SITE IS SUBJECT TO AN ANNEXATION AGREEMENT/DEVELOPMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER DRAINAGE FACILITIES WITHIN SAID EASEMENT. THE LOT OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS OR
RECORDING NUMBER 201112190136. RECONSTRUCTION OF THEIR PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENTS AND SHALL HAVE A RIGHT OF ENTRY FOR THIS
PURPOSE. THE BURDEN/BENEFITED LOTS ARE: 2/1, 4/3, 16-26/15-25, 27-29/28-30, 32-34/31-33, 35-37/36-38, 40-42/39-41,
7. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "ASSIGNMENT OF AGREEMENTS, EASEMENTS, COVENANTS 45-46/46-47, 48-50/49-51, 53-56/52-55, 94-98/, 95-99, TR 1R,100-104/100-105, 107-112/106-111, 113-115/114-116,
AND RECORDED INTERESTS IN PROPERTY" RECORDED UNDER RECORDING NUMBER 201512310228. 117-120/118-121, 122-124/123-125, 127-129/126-128, 130-132/131-133
8. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DEVELOPMENT AGREEMENT BY AND BETWEEN THE CITY 7. A 5-FOOT PRIVATE WALL AND STORM DRAINAGE EASEMENT SHOWN HEREON OVER TRACT 1L IS HEREBY DEDICATED TO LOT 1. LOT 1
OF PORT ORCHARD AND MCCORMICK FOR THE DEVELOPMENT AND FUNDING OF CERTAIN TRANSPORTATION IMPROVEMENTS" RECORDED UNDER RECORDING OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIR, AND RECONSTRUCTION OF THE WALLS AND DRAINAGE FACILITIES WITHIN
NUMBER 202102190203. NOTTHING PLOTTED. SAID EASEMENT AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE.
9.
THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DECLARATION OF COVENANT ASSOCIATED WITH
8. A 5-FOOT X 10-FOOT PRIVATE WATER EASEMENT IS HEREBY DEDICATED OVER, UNDER AND UPON THE BURDENED/BENEFITED LOTS SHOWN
PERFORMANCE OF SITE STABILIZATION AND EROSION AND SEDIMENTATION CONTROL" RECORDED UNDER RECORDING NUMBER 202103040174.
HEREON. SAID PRIVATE WATER EASEMENT IS FOR THE PURPOSE OF INSTALLING AND MAINTAINING PRIVATE WATER FACILITIES WITHIN SAID
EASEMENT. THE LOT OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THEIR PRIVATE WATER
"DECLARATION
FACILITIES WITHIN SAID EASEMENTS AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE. THE BURDEN/BENEFITED LOTS ARE: 16/15,
10.
THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED OF COVENANT ASSOCIATED WITH
19/20, 45/46, 47/48, 49/50.
PERFORMANCE OF SITE STABILIZATION AND EROSION AND SEDIMENTATION CONTROL" RECORDED UNDER RECORDING NUMBER 202104120199. SAID
INSTRUMENT IS A RE-RECORD OF RECORDING NUMBER 202103040256.
9. A 10-FOOT X 15-FOOT PRIVATE SEWER EASEMENT IS HEREBY DEDICATED OVER, UNDER AND UPON THE BURDENED/BENEFITED LOTS
11.
THIS SITE IS SUBJECT TO THE TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN RECORDED LOT LINE ADJUSTMENT (BOUNDARY LINE
SHOWN HEREON. SAID PRIVATE SEWER EASEMENT IS FOR THE PURPOSE OF INSTALLING AND MAINTAINING PRIVATE SEWER FACILITIES
WITHIN SAID EASEMENT. THE LOT OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THEIR
ADJUSTMENT) RECORDED UNDER RECORDING NUMBER 202103180066.
PRIVATE SEWER FACILITIES WITHIN SAID EASEMENTS AND SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE. THE BURDEN/BENEFITED
LOTS ARE: 18/19
12.
THIS SITE IS SUBJECT TO THE CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED AND/OR DELINEATED ON THE FACE OF
THE SURVEY RECORDED UNDER RECORDING NO. 202103180067 IN VOLUME 92 OF SURVEYS AT PAGE(S) 244-247 IN KITSAP
10. THIS PLAT IS SUBJECT TO A PRIVATE PEDESTRIAN ACCESS EASEMENT (P.P.A.E) SHOWN HEREON OVER LOTS 44, 45, 51, 94, 128, AND 129.
COUNTY, WASHINGTON.
SAID PRIVATE PEDESTRIAN ACCESS EASEMENT IS FOR THE PURPOSE OF ACCESSING MAIL BOX/KIOSK WITHIN SAID EASEMENT. THE
13.
THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A DEED OF TRUST, RECORDED UNDER RECORDING NO. 202103310274 AND AMENDED BY
MCCORMICK WOODS HOMEOWNERS 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.
RECORDING NO. 202201260158.
14.
THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A SETTLEMENT FOR SURFACE AND GROUNDWATER OF COULTER CREEK RECORDED UNDER
PLAT NOTES
RECORDING NO. 8005020087.
1. ALL EXTERIOR DIVISION 11 PLAT CORNERS, INTERIOR REAR LOT CORNERS AND THOSE MARKED BY A REBAR SYMBOL HEREON ARE MARKED
15.
THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A WATER ALLOCATION AGREEMENT RECORDED UNDER RECORDING NO. 9209170094.
WITH A 1/2" REBAR WITH YELLOW PLASTIC CAP, STAMPED CORE 41299, UNLESS OTHERWISE NOTED IN THE REAR LOT CORNER OFFSET
TABLE (SEE BELOW). FRONT LOT CORNERS FOR LOTS IN DIVISION 11 ARE MARKED WITH A ROCK NAIL AND FLASHER, STAMPED CORE
16.
THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A EASEMENT AGREEMENT RECORDED UNDER RECORDING NO. 3043944. SAID AGREEMENT
41299, SET IN THE CURB LINE AND OFFSET ALONG THE LOT LINE PROJECTED FROM THE FRONT LOT CORNER TOWARDS THE ADJACENT
PARTIALLY TERMINATED BY INSTRUMENT RECORDED UNDER RECORDING NO. 200504280244 AND PARTIALLY RELEASED UNDER RECORDING NO.
ROAD A DISTANCE OF 6.20 FEET UNLESS OTHERWISE NOTED IN THE FRONT LOT CORNER OFFSET TABLE (SEE BELOW).
200510310347.
2. THE ENTIRETY OF THE MCCORMICK WEST DIVISION 11 PROJECT IS BEING DONE UNDER THE DIRECT SUPERVISION OF GLENN R. SPRAGUE,
LS#41299. THE PROPERTY CORNER STAKING, INCLUDING THE OFFSET FRONT & REAR LOT CORNERS, HAS BEEN DONE UNDER THE DIRECT
DEVELOPMENT ENGINEERING NOTES
SUPERVISION OF GLENN R. SPRAGUE, LS#41299.
1.
NO DIRECT VEHICULAR ACCESS SHALL BE ALLOWED TO MCCORMICK VILLAGE DRIVE OR TELFORD WAY SW.
3. THE MCCORMICK WOODS ASSOCIATION WAS ESTABLISHED ON JULY 21, 1986, CORPORATION NO. 2-376064-8.
2.
OWNERS OF RESIDENTIAL LOTS WITHIN THIS PLAT ARE RESTRICTED FROM OBSTRUCTING, DIVERTING, OR RECHANNELING STORMWATER FLOWS PRIOR TO
4. A MINIMUM OF ONE TREE PER LOT SHALL BE INSTALLED WITHIN THE FRONT YARD OF EACH LOT PRIOR TO THE ISSUANCE OF A
REVIEW AND APPROVAL OF THE CITY OF PORT ORCHARD PUBLIC WORKS.
CERTIFICATE OF OCCUPANCY FOR THAT LOT.
3.
PURSUANT TO POMC CHAPTER 16.50, PRIOR TO ISSUANCE OF BUILDING PERMITS FOR RESIDENTIAL DWELLING UNITS, SCHOOL IMPACT FEES SHALL BE
DECLARANT NOTE: THE HOMEBUILDER SHALL BE RESPONSIBLE FOR PLANTING THE TREE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
PAID.
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
TRACT NOTES
FINAL PLAT.
1.
TRACTS 1A, 1B, 1E, 1G, 1H, 1S AND 1T ARE FUTURE DEVELOPMENT TRACTS. SAID TRACTS SHALL BE OWNED AND MAINTAINED BY MCCORMICK
DECLARANT NOTE: THE MAXIMUM IMPERVIOUS AREA PER LOT SHALL BE 80 PERCENT OF THE LOT AREA OR 4,000, WHICHEVER IS LESS.
DEVELOPMENT CORPORATION, A WASHINGTON CORPORATION.
6. ALL LOTS SHALL ACCESS FROM INTERIOR ROADS ONLY.
2.
TRACTS 1J, 1K, 1L, 1N, 1P, 1Q, AND 1R ARE OPEN SPACE TRACTS. SAID TRACTS SHALL BE OWNED AND MAINTAINED BY MCCORMICK WOODS
7, THE PROPERTY OWNERS ( WITHIN THE PLAT) SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPING WITHIN THE EXISTING AND
HOMEOWNERS ASSOCIATION.
PROPOSED RIGHT-OF-WAY INCLUDING ANY STRUCTURES OTHER THAN ROADWAY, STORM DRAINAGE FACILITIES, AND TRAFFIC SIGNAGE.
3.
TRACTS 1C, 1D, 1F ARE OPEN SPACE AND STORM DRAINAGE TRACTS. SAID TRACTS SHALL BE OWNED AND MAINTAINED BY MCCORMICK WOODS
MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO, MOWING OF LAWN AREAS.
HOMEOWNERS ASSOCIATION.
4.
TRACT 1M IS A PRIVATE SHARED ACCESS AND UTILITIES TRACT. SAID TRACT IS TO BE OWNED AND MAINTAINED BY MCCORMICK WOODS HOMEOWNERS
BUILDING PERMIT NOTE
ASSOCIATION.
IN ACCORDANCE WITH THE DEFINITION OF LOT WIDTH IN POMC 20.40.010(2)(B), LOTS 4-7 ARE IRREGULAR LOTS THAT SHALL HAVE THEIR LOT
LOT/HOUSE NUMBER DESIGNARON TABLES
WIDTH DETERMINED BY MEASURING THE DIAMETER OF THE LARGEST CIRCLE THAT CAN BE DRAWN WITHIN THE LOT'S BOUNDARIES. THIS WIDTH
SHALL BE UTILIZED WHEN APPLYING POMC 20.139.015 'RESIDENTIAL GARAGE CONFIGURATION STANDARDS'.
LOT
HOUSE
NUMBER
1
5301
GREAT
GLEN
ROAD
SW
2
5311
GREAT
GLEN
ROAD
SW
3
5321
GREAT
GLEN
ROAD
SW
4
5331
GREAT
GLEN
ROAD
SW
5
5341
GREAT
GLEN
ROAD
SW
6
5351
GREAT
GLEN
ROAD
SW
7
5361
GREAT
GLEN
ROAD
SW
8
5371
GREAT
GLEN
ROAD
SW
9
5381
GREAT
GLEN
ROAD
SW
10
5391
GREAT
GLEN
ROAD
SW
11
5401
GREAT
GLEN
ROAD
SW
12
5411
GREAT
GLEN
ROAD
SW
13
5421
GREAT
GLEN
ROAD
SW
14
5431
GREAT
GLEN
ROAD
SW
15
5441
GREAT
GLEN
ROAD
SW
16
5521
GREAT
GLEN
ROAD
SW
17
5531
GREAT
GLEN
ROAD
SW
18
5541
GREAT
GLEN
ROAD
SW
19
5561
GREAT
GLEN
ROAD
SW
20
5571
GREAT
GLEN
ROAD
SW
21
5601
GREAT
GLEN
ROAD
SW
22
5621
GREAT
GLEN
ROAD
SW
23
5641
GREAT
GLEN
ROAD
SW
24
5651
GREAT
GLEN
ROAD
SW
25
5661
GREAT
GLEN
ROAD
SW
26
5681
GREAT
GLEN
ROAD
SW
LOT
HOUSE NUMBER
27
3652 SW PERTH PLACE
28
3658 SW PERTH PLACE
29
3664 SW PERTH PLACE
30
3670 SW PERTH PLACE
31
3673 SW PERTH PLACE
32
3667 SW PERTH PLACE
33
3661 SW PERTH PLACE
34
3655 SW PERTH PLACE
35
3676 SW BLACKBURN LANE
36
3682 SW BLACKBURN LANE
37
3688 SW BLACKBURN LANE
38
3694 SW BLACKBURN LANE
39
3697 SW BLACKBURN LANE
40
3691 SW BLACKBURN LANE
41
3685 SW BLACKBURN LANE
42
3679 SW BLACKBURN LANE
43
5520 GREAT GLEN ROAD SW
44
5440 GREAT GLEN ROAD SW
45
5430 GREAT GLEN ROAD SW
46
5420 GREAT GLEN ROAD SW
47
5410 GREAT GLEN ROAD SW
48
5400 GREAT GLEN ROAD SW
49
5390 GREAT GLEN ROAD SW
50
5380 GREAT GLEN ROAD SW
51
5370 GREAT GLEN ROAD SW
LOT
HOUSE NUMBER
52
3645
SW CARDIFF STREET
53
3639
SW CARDIFF STREET
54
3633
SW CARDIFF STREET
55
3627
SW CARDIFF STREET
56
3621
SW CARDIFF STREET
57
5711 GREAT GLEN ROAD SW
58
5721 GREAT GLEN ROAD SW
59
5731 GREAT GLEN ROAD SW
94
3610
SW CARDIFF STREET
95
3616
SW CARDIFF STREET
96
3622
SW CARDIFF STREET
97
3628
SW CARDIFF STREET
98
3634
SW CARDIFF STREET
99
3640
SW CARDIFF STREET
100
5379
KINROSS ROAD SW
101
5385
KINROSS ROAD SW
102
5423
KINROSS ROAD SW
103
5429
KINROSS ROAD SW
104
5435
KINROSS ROAD SW
105
5451
KINROSS ROAD SW
106
5459
KINROSS ROAD SW
107
5465
KINROSS ROAD SW
108
5511
KINROSS ROAD SW
109
5521
KINROSS ROAD SW
LOT
HOUSE NUMBER
110
5527
KINROSS
ROAD
SW
111
5535
KINROSS
ROAD
SW
112
5541
KINROSS
ROAD
SW
113
5572
KINROSS
ROAD
SW
114
5566
KINROSS
ROAD
SW
115
5560
KINROSS
ROAD
SW
116
5548
KINROSS
ROAD
SW
117
5542
KINROSS
ROAD
SW
118
5536
KINROSS
ROAD
SW
119
5530
KINROSS
ROAD
SW
120
5524
KINROSS
ROAD
SW
121
5518
KINROSS
ROAD
SW
122
5468
KINROSS
ROAD
SW
123
5462
KINROSS
ROAD
SW
124
5456
KINROSS
ROAD
SW
125
5432
KINROSS
ROAD
SW
126
5426
KINROSS
ROAD
SW
127
5420
KINROSS
ROAD
SW
128
5382
KINROSS
ROAD
SW
129
5376
KINROSS
ROAD
SW
130
5302 THORNHILL
AVENUE SW
131
5312 THORNHILL
AVENUE SW
132
5322 THORNHILL
AVENUE SW
133
5332 THORNHILL
AVENUE SW
MAINTENANCE COVENANT
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 SHALL
INCLUDE, BUT NOT BE LIMITED TO, MOWING OF LAWN AREAS.
LOT CORNER OFFSET TABLES
LOTS
FRONT LOT CORNER
OFFSET DISTANCE
4/TR 1L
6.50
TR 1M/7
7.30
7/8
6.50
TR 1 M /l L
6.50
25/26
6.50
58/59
5.75
101/102
5.75
105/106
5.75
fly R SPR9
�v� OF Wggxt��rj�
�'. 41�299
`S's •fit sTE4'.'•'�
IIONAL LA'O
LOTS
REAR LOT CORNER
OFFSET DISTANCE
5/6
5.00
6/7
5.00
7/8
5.00
8/9
5.00
9/10
5.00
10/11
5.00
11/12
5.00
12/13
5.00
13/14
5.00
57/TR 1F
5.00
57/58
5.00
58/59
5.00
59/TR 1E
5.00
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,%oUKC PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
JOB NO_ 20197
DocuSign Envelope ID: OF8F72CB-7E1A-427D-B54A-295F353F473E
MCCORMIC'K WEST DIVISION It
A PORTION OF THE NW, NE, SW 1/4, AND THE WEST HALF OF THE SE 1/4
SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M.
CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
6 5 _ _ N88'35'11 "W 2582.13
7 8
p2
p
FOUND 1" IRON PIPE @ / to
THE NW CORNER SEC. 8,/�'�
TWP. 23 N, RGE. 1 E, �o,
to
W.M., 0.2' ABOVE GRADE,
8' S OF EDGE GRAVEL RD.
VISITED 2020-10-02 RESERVOIR DRAINAGE
i EASEMENT AFN 200812310177
PM
CALCULATED W 1/4 CORNER
PER ROS 9406230031
NOT VISITED
7 8
I ti
I v \- g2�1 006�
0 PFN 2p2�0
I N
M
N
w
I�
IM
z
SCALE: 1" = 400'
0 200 400 800
I
I
FOUND 1" IRON PIPE @ THE
SW CORNER SEC. 8, TWP. 23
N, RGE. 1 E, W.M.,
VISITED 2020-12-16
FOUND 4" BRASS DISK STAMPED N 1/4 CORNER SEC.
8, TWP. 23 N, RGE. 1 E, W.M., COUNTY ENGINEERING,
OLD CLIFTON ROAD 5 IN CASE, DOWN 0.65', VISITED 2020-10-02 (P.O.C)
---N88'35'11"W 801.02----- - 8------- - 702'01"w 2638.So
�R=1402.39 49 R-----------
P W N87'02'01 "W 1529.42 - - - - -
�3'48'06" P V. -51T - N
FN o
L=93.05 1601 P N87'00'17"W ;V o 25' INGRESS/EGRESS/UTILITY
205.07EASEMENT AFN 9609240198, 3043944
7
'5
N� P pRG�'2�4
RES���1��- 9ti �1g0�60
P�\A 2p2�0
+81'7
_ _ 1786.35
1TRACT 1
LAND SEG
AFN 200010310145
SURVEY NOTES
o
N88'35'11 "W o rn
62.50 Z
ou
10Y
N88'35'11 "W
N11'25'35"W 446.00
192.58
N62.
¢?oSS1"y,
3
h
0` 5 s�
cD
ter
Z
N01'27'44"E
166.00
R=570.00
A=20'45'53"
ti
L=206.57
N05'17'05"E (R
N08'30'06"W
L8 �
159.85
/
ly IL
�o
CV
L6-
0
0
CO
2
N65'34'12"W
109.19
N24'25'48"E
178.28
R=635.00
A--13'12'14"
L=146.34
R=1035.00
A=11'24'37"
L=206.12
RESULTANT PARCEL 4
BLA VOL 92 PG 244
AFN 202103180067
4,970,774t SF
R=500.00
A=3810'23"
L=333.12
00 r
�4b
R=25.00
A=65'46'20"
L=28.70
R=90.00
2`�<y
A=202'47'46"
L=318.55�
? /
ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST
AMERICAN TITLE INSURANCE COMPANY, 2ND AMENDED SUBDIVISION GUARANTEE NO.
5003353-0003133E, EFFECTIVE DATE JANUARY 31, 2022. 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 IN
OCTOBER, 2020.
4. ALL DISTANCES ARE IN US FEET AT GROUND LEVEL.
\S?
,IV.
18N 29'54"E
21.08
R=504.00
A=33'03'26"
/L=290.79
N24'25'48"E
280.55
N65'53'48"W
181.65
i
RESULTANT PARCEL 1
BLA VOL 92 PG 244
AFN 202103180067
5,026,495t SF
R=25.00
A=58'33'04" r�
L=25.55 ,00
N52'52'17"W o0
382.16
EXISTING INGRESS, EGRESS &
UTILITIES EASEMENT
REC. NO. 200102090007
N88'5622"W 998.33 8 L1/\\ _ _ 2297.29
TRACT 3 17 N88'56'22"W 5212.56
LAND SEGAFN 00010310145 NOT VISITED \ �.
RIGHT-OF-WAY
DEDICATION TO BE
RECORDED UNDER G'\
SEPARATE INSTRUMENT QO 6�
6
von. Z
PROPERTY BOUNDARY
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.
REFERENCES
1. BOUNDARY LINE ADJUSTMENT RECORDED UNDER AUDITOR'S FILE NUMBER
202103180067 RECORDS OF KITSAP COUNTY, WASHINGTON.
2. LAND SEGREGATION RECORDED UNDER AUDITORS FILE NUMBER 3208728
RECORDS OF KITSAP COUNTY, WASHINGTON.
3. BOUNDARY LINE ADJUSTMENT RECORDED UNDER AUDITOR'S FILE NUMBER
3220649 RECORDS OF KITSAP COUNTY, WASHINGTON.
4. BOUNDARY LINE ADJUSTMENT RECORDED UNDER AUDITOR'S FILE NUMBER
201610250060 RECORDS OF KITSAP COUNTY, WASHINGTON.
SPR
�.v'� , • 0F .WASk J Gtj�
b: •rx
o
41299
��sCISTE4�
j�NAL
CV
�RP�� P Mew
2N� PM26 Q•G ��
SHEET 3 OF 11
5 4
8 9
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
I
CALCULATED E 1/4 QTR COR I
NOT VISITED
8 9
IOR
IY,5
F)
W
00
;r
\
�
z
\ �
I
\
I
\
\ I
\ I
\ I
6
FOUND 3" BRASS DISK @
THE SE CORNER SEC. 8,
TWP. 23 N, RGE. 1 E, W.M.,
VISITED 2020-12-16
8 9
17 16
LINE TABLE
LINE #
BEARING
LENGTH
L1
N88'56'22"W
130.60
L2
N37'59'20"E
82.11
L3
N00'11'03"W
43.61
L4
N24'06'12"E
108.50
L5
N18'18'18"E
104.60
L6
N65'34'12"W
36.61
L7
N08'37'38"W
94.67
L8
N63'11'34"W
55.63
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12700 NE 195th St, Suite 300 Bothell, Washington 98071 425.885.7877
JOB NO_ 20197
DocuSign Envelope ID: OF8F72CB-7E1A-427D-B54A-295F353F473E
00
ITS MUNI 111" 1 � rr-Aft'�' I
LIPS! Oft) �EVK � UM Imm)
5
8 - - -
P PRG�52206�9
1601 PFN
TRACT 1T
FUTURE DEVELOPMENT TRACT
SEE SHEET 11 FOR
BOUNDARY DIMENSIONS
N6311'34"W
55.63
R=570.00
A=20'45'53"
L=206.57
A PORTION OF THE NW, NE, SW 1 /4, AND THE WEST HALF OF THE SE 1 /4
SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M.
CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
20' TO BE DEDICATED AS J
N PUBLIC RIGHT-OF-WAY
N
0
CD
M
d-
i�
;V
O
z
Z
I I
SHEET 4 OF 11
2'01"W 2638.80 R-O-W WIDTH
1696.65 - - VARIES 20' TO BE DEDICATED AS
PUBLIC RIGHT-OF-WAY 5 4
-----------N87'02'01"W 1186.34____________
---------- 942.15- -
---- --4N87'02'01"W1178.76 8 9
R=25.00 co
A=75'18'25"
o N00'27'37"W (R)
L=32.86 U-, R=35.00
V N A=83'07'28"
N11'43'36"W 77.70 R=100.00 0 L=50.78
A=18*08'31" z
L=31.66
N
N06'24'55"E 107.93 z
U
R=778.00
A=10*05'31 ° R-O-W
TRACT 1A L=137.04
1,297,673t SF N16'30'26"E 347.24
FUTURE DEVELOPMENT Q N
N73'2166.84 �� v
166.84
N ,
O
z
V
N16'30'26"E
33.32
SCALE: 1" =160'
0 x/80 160 320
TRACT 1B
va /
95,867t SF
FUTURE DEVELOPMENT h �.
o MCCORMICK VILLAGE DRIVE &
TRACT 1A, 1B, 1C, 1D, 1L, & I
DETAIL
R=645.00
N67'28'07"E A=11'32'09"-\ 661� V, o
173.59� L=129.86�yo °° co
N59'36'55"E 115.59
�� 1195ti 00
Gti L�
R=645.00 A=53'50110" L-6p605 G5 GI
C
a C4 0.71 - L8
R'715.00 4=35C52'21" L=447.66
U-) C14 C13 C1
L16 j L11
TRACT 1K
17,417t SF
OPEN SPACE
N08'30'06"W
159.85
TRACT 1S
FUTURE DEVELOPMENT TRACT
SEE SHEET 11 FOR
BOUNDARY DIMENSIONS
SEE SHEET 5
2"EI 2.14L C9
SEE SHEET 6
1111'G6
TRACT 1L
52,025t SF
OPEN SPACE
L9 L14
0
L13
C11
C12
L12
0
W
0
.N
e1-
0
o PGA P MGW
A � PM�N� •G •y4
_N67'28'07"E
69.30
-NO3*20'34"W
242.41 LEGEND
TRACT 1C R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON
554,869t SF RECORDING OF THIS PLAT
OPEN SPACE/STORM DRAINAGE
R=467.00
A=3'08'43"
L=25.64
N7358'
W 334.13
4'52'46"E 35.22
R=467.00
A=20'43'36"
L=168.94
TRACT 1D
176,755t SF
STORM DRAINAGE
�� 113.32
C • N79 5727"w
cb,
0
h �
N
N84'57'50"E
121.31
�vl
:Z v 0.
T:rn x.a
o . .��1
41299
,:-O*AL L A� �
LINE TABLE
CURVE TABLE
LINE #
BEARING
LENGTH
CURVE #
RADIUS
DELTA
LENGTH
L1
N59'36'55"E
115.59
C1
800.00
10'05'31"
140.91
L2
N67'28'07"E
173.59
C2
850.00
7*51'12"
116.51
L3
N67'28'07"E
173.59
C3
667.00
15'35'30"
181.51
L4
N67'28'07"E
104.29
C4
667.00
54'07'49"
630.15
L5
N59'36'55"E
115.59
C5
667.00
38'32'20"
448.64
L6
N16'29'28"W
114.76
C6
802.00
7'51'12"
109.93
L7
N14'32'48"W
116.74
C7
715.00
9'32'07"
118.99
L8
N75'27'12"E
226.05
C8
25.00
85'38'31"
37.37
L9
N77'30'55"W
68.98
C9
25.00
47'20'48"
20.66
L10
N10'39'17"E
111.13
C10
25.00
33'20'01"
14.54
L11
N43'59'17"E
15.39
C11
50.00
11'28'42"
10.02
L12
N43'59'17"E
15.39
C12
35.00
33'20'01"
20.36
L13
N10'39'17"E
93.33
C13
25.00
91'56'40"
40.12
L14
N79'20'43"W
124.00
C14
25.00
85'03'24"
37.11
L15
N08'30'06"W
49.85
L16
N81'29'54"E
208.00
L17
N09'51'17"W
106.81
L18
N16'29'28"W
111.30
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,%wUKC PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
JOB NO_ 20197
DocuSign Envelope ID: OF8F72CB-7E1A-427D-B54A-295F353F473E
N1113'34"E
46.01
SCALE: 1" =150'
0 75 150 300
R=1035.00
A--11'24'37"
L=206.12
TRACT 1H
4,837f SF
FUTURE DEVELOPMENT
N0011'03"W-,,
43.61
R=500.00
A--38'10'23"-
L=333.12
SCALE. 1 "=100'
N37'59'20"E
82.11
MU`U`ORVIU'f`K WEST DIVISION I I
R=1079.00 --,-N37'47'02"E
77.10
�12'23'16"
L=233.29�
A PORTION OF THE NW, NE, SW 1 /4, AND THE WEST HALF OF THE SE 1 /4
SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M.
CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
SEE SHEET 4
N24'25'48"E 670.30 /
R=686.00
A=11'24'37" She,
L=136.61
L23
L22 c
N00'11'03"W CO C17 L21
92.57 ,,_
R=648.00
A=32'01'57"
L=362.28
R=648.00
A=5'56'08"
L=67.13
�R=1079.00
A=12'10'58"
L=229.43
N25'36'04"E TRACT 1H
63.61V FUTURE DEVELOPMENT
SEE DETAIL
19,
-1/
51'
O
' N
).
rn
N
6
rn
�
W
"
M
�
_W
M
Z
M
_r
'
Z
�O
V
cif
C20
N
N11'1,
105.0
198,
rn
N78 46'
N
J
I51'
0
0
�1
/I
J
4
,c
;h
v v
/ 'ZR) o0
�o . c-b.
LINE TABLE
LINE #
BEARING
LENGTH
L20
N29'00'00"E
479.14
L21
N84'43'44"E
105.00
L22
N05'16'16"W
14.68
L23
N82'32'44"W
110.95
L24
N76'04'31"W
105.00
L25
N13'55'29"E
2.69
L26
N24'25'48"E
104.00
L28
N24'25'48"E
27.65
L29
N00'11'03"W
92.57
L30
N37'47'02"E
77.10
LEGEND
SHEET 5 OF 11
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
C15
160.00
12'43'33"
35.54
C17
25.00
73'44'23"
32.18
C18
565.00
13*12'14"
130.20
C19
616.00
4*10'02"
44.80
C20
25.00
94'10'02"
41.09
C21
616.00
7*14'35"
77.87
C22
670.00
3'03'29"
35.76
C23
25.00
54'24'43"
23.74
C24
90.00
31'25'56"
49.37
C25
25.00
58'33'04"
25.55
C26
616.00
13'12'14"
141.96
C27
667.00
11'24'37"
132.83
C28
1060.00
12*10'58"
225.39
C29
619.00
11'31'38"
124.54
R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON
RECORDING OF THIS PLAT
DETAIL
NOT TO SCALE
s�- o �RP�1 tiG
N88'56'22"W N44'14'54"E
11.70�
,,,- 6.75
R SPR9
OF AS
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
3 N88'56'22"W 2297.29 8 9x:
o : 0 PLANNING
\ 17 16s� 41299 q DESIGN SURVEYING
�'I�.�ts•rE4'.'�'S
L LA�9 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
JOB NO_ 20197
DocuSign Envelope ID: OF8F72CB-7E1A-427D-B54A-295F353F473E
MU`U`ORMIU"K WEST DIVISION 11
A PORTION OF THE NW, NE, SW 1 /4, AND THE WEST HALF OF THE SE 1 /4
SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M.
CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
SCALE: 1" = 40'
0 20 40 80 �� S`�VPC�
0`� 0,144
�GGpR R �
11�y9
4 07 49„ �,6�015 D � 1a 51
,5
R,667 p0 �,
r 46.p5
a �'
5,
10' P.U.E \ \
\\ \\ S.D.W.E
\ ` 60.00 \ w 5'
\ \ \\ \ \\ \\r S.D. W.E
\ 10' P.U.E 51 \\ \ 5'Go \\ \\ \\\ 3
\ \
\ 1g \ \ S.D.W.E \ \ 7,895t SF
\ LO \ \ SEE E.P 7 \\ 2 \\ z
\ \\ \\ 7,566t SF \\ "c
\ \\ 7,346t SIF
\ \ � \ \ \\
\\ y \\ � \\ I A=3'03'12" \\ \\
\ - \ \ L=34.74 \ \
C5
\ ra7 \\\\ \ �L=34.05 \\\ \\,- - S.D.E 25.51 4.49 C3
130 C4
7 `
\\ \ p � - 40.00
I
00 I
of I
�I I
w I
NI
2I I
C1 I
TRACT 1L
I I
52,025t SF
I I
SPACEOPEN
I
SEE SHEET 4FOR
I
BOUNDARY DIMENSIONS
I
I I
I
I
I
N77• 30'55"W
I
I
I
�- 20' P.S.S.E
68.98
I
I I
N13'19'05"E I
I 122.56�
/ 55.56 N7920'43"W
l N, / � 124.00
4
11,289t SF 5
TRACT 1M 7,440t SF ; o0
z 1,547t SF I o
0
oM / P.S.A.0 S.D.W.E
1z 20.00 r N7920143"W 1240JF 5' i
.0-
w
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- - S.D.E /oo / z 1
R=50.C6 \ \ ry/ 6,300t SF ; o0 OQ , C>\� / V � j coo 0
\ m % --- L=68•79 �oz o� /
I
V", .�S C2 9.SS „E t,=6 02 42 40.00 R=60 00 �� \/ C13 N79 20'43"w 110.90 I
/ 2p., N752712 242' L=66.57 N81'29'54 E 4`705. �o I I o
1
1 I
1
1 \
100 1� I
I
1
10' S.D.E
1
1
1
1
.E 1
I
1
101
I
I
I
I
I
I
I�
I
10' P.U.E
I
I
I
102
I
I
103
g2 N=6 0 °°'
000 EN RpA� sw 40.00 R=3s.00 4,1 " I I
7
GREAT G� W TRACT 1N_ _ °so `0 7,196t SIF , c
\� �75.27'12'E 31.88 N7527'12'E Rcs
=o0242„ L=64.36 1�.U.E_ OPENS± SFSPACE 1 \P�� °°os 6, / C15 '�
82 � � 2 P..A.E r ,�
\ i N83'30'06"W 100.00 \� �' (0 -110,
N / N72'06'36"E I J �' / N7920'43"W
47.79 C20 122.26 _*
s
R=25.00 N17'53'24"W (R) 51
A=82'41'46"
8,771t SF
I
s
L=36.08
A=0'42'52"
I
I
I 8
7,236t SF
I
L=10.60
a
I
M I
0
10' P.U.E
CR
N83'30' 06"W 156.23
I 21
I 21'
I
N83-30'06"IN
113.98
ItI
I,
M r
I
I
00
N
50
8,892f SIF
I o ui
o I
It
a
I O N
I 9
�0
6,514t SF
19'
51'
N I
I
(0I
10' P.U.E - y o
I
J
r
rn
N83'30'06"W 140.96
Z N
d'
�
J
I �
N83'30'06"
I W 105.00
W Q
I�-10' P.U.E
LO
10
to
-to
49CD
Q
a
8,113t SF
i `N I gI
10
o
00
6
II
a
o '
6,300t SF
00
it
J
z
I� �o
I
00
~
I
P
o
N83'30'06W 130.23
I
W
`M
a
M
Qc
CS
I I
N83'30'O6"W 105.00
I I
I
I I
I
I I
I I
I
I I
I
I I
I
I I
I
' I
I
I I
I
I I
I
' I
I I
I
I I
SEE SHEET 10
I
I
I
I
I w
I �r
I !�
I * N
J CO
g S.D.E I I I I Z
o inco
48 I o LO
`� 7,798t SF I 0c; Ofit
�
a I I 6,299t SF i s
I 6-1'07'12"
L=12.00 I C19 0=O'13'07"
�
N84'58'17"W 123.81 L=1.78
I N8343'13"W 105.00 *
I
W I I
I �
I 47
I I 12 �
I I I
I
I I I
I
I � �
SEE SHEET 7
�,�sv� o RWa'sq 9�lrtt�
- O',
v, x .
0 ; �o
41299 �q •'Q�W
�t91 •GI STEt;'•'�'l�'
L L A,
•*
O
O
E.P
P.U.E
P.S.S.E
P.P.A.E
S.D.E
S.D.W.E
P.S.A.0
R-O-W
SHEET 6 OF 11
TRACT 1C
554,869t SF
STORM DRAINAGE/OPEN SPACE
SEE SHEET 4 FOR
BOUNDARY DIMENSIONS
LINE & CURVE TABLE
TAG #
RADIUS
BEARING/DELTA
LENGTH
C1
25.00
47'20'48"
20.66
C2
25.00
40'42'32"
17.76
C3
81.00
6'47'34"
9.60
C4
50.00
25'56'14"
22.63
C5
50.00
15'47'32"
13.78
C6
50.00
50'06'10"
43.72
C7
50.00
11'28'42"
10.02
C8
50.00
24*15'39"
21.17
C9
25.00
33'20'01"
14.54
C10
35.00
33'20'01"
20.36
C11
55.00
33'20'01"
32.00
C12
55.00
29'00'21"
27.84
C13
55.00
419'40"
4.15
C14
50.00
43'50'27"
38.26
C15
50.00
1 *11'19"
1.04
C16
50.00
24'44'55"
21.60
C17
50.00
25*56'14"
22.63
C18
81.00
4'36'23"
6.51
C19
572.00
013'07"
2.18
C20
39.00
19'15'31"
13.11
C21
39.00
85'44'29"
58.36
C22
25.00
86'57'06"
37.94
L1
N43'59'17"E
15.39
L2
N43'59'17"E
15.39
L3
N43'59'17" E
21.84
FOUND SURVEY MONUMENT/MARKER AS NOTED
SET CITY OF PORT ORCHARD STANDARD MONUMENT
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 AT NOTED DISTANCE
PER REAR LOT CORNER OFFSET TABLE, SHEET 2.
PRIVATE 5' X 10' WATER EASEMENT, SEE E.P. 8
PRIVATE 10' X 15' SEWER EASEMENT, SEE E.P. 9
EASEMENT PROVISION, SEE SHEET 2
PUBLIC UTILITY EASEMENT, SEE E.P. 1
PUBLIC SANITARY SEWER EASEMENT, SEE E.P. 2
PRIVATE PEDESTRIAN ACCESS EASEMENT, SEE E.P. 10
PRIVATE STORM DRAIN EASEMENT, SEE E.P. 6
PRIVATE STORM DRAIN AND WALL MAINTENANCE EASEMENT, SEE E.P. 4
PRIVATE SHARED ACCESS AND UTILITY, SEE TRACT NOTES AND E.P. 3 & 5
RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON
RECORDING OF THIS PLAT
CIVIL ENGINEERING
con LANDSCAPE ARCHITECTURE
PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
JOB NO_ 20197
DocuSign Envelope ID: OF8F72CB-7E1A-427D-B54A-295F353F473E
A PORTION OF THE NW, NE, SW 1 /4, AND THE WEST HALF OF THE SE 1 /4
SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M.
CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
SEE SHEET 6
I �
I 48 I
SCALE: 1" = 40'
0 20 40 80 I I
N84'58'17"W 123.81
I CV
^ W o
I II
co
I I 47 11 I N
I n 8,207t SF I _
I
o
a I M o
I la
I I a
I N89'31'02"E 127.08
IN
00
I
I o to
0
u
I J 46 21' 21' N
or
I 8,937t SF
M M
/ LO �� O
I I a WC*11 I M �'
I N O 00
/ N84'00'22"E 144.18 I 'i N
N N J J
Io 100
I N
/ J ao
N
II N N
45 N t I
/ 10,800t SF S.D.E
ro
(75
LO
/ 2^0 cv
h P) Q' 5 8' P.P.A.EI o
/vLLJ
h'g,�^�LQ
NcV
/ hLLI
� 44 \ s
W// 12,913t SF \
/ 19, /
/P \
Q~y S, �6S N�3 3k 19"E 1615g A=0L 0 5 2 \
10' P.U.E
/ �� #43 \
10' P.U.E 11,077± SF
°CO S.D.W.E
N 8,791t SF�\
� �36'52'11" r<v 00`N125212
o. o ��
10' P.U.E =N / 6,3 0o SF 5
5Cvo ,
41
6,300t SF
Ez�2bOp
° .27 sq0 a 42F
0
S.D.E 9,320t S
N
/ A=16'15'37" `� /ys �00
L=7.09
10' P.U.E
3
ao 4j04
00
/ Q/38 0 ,�5' 9,346t SF i G`L�
i o i S.D.E
37
6,300t SF i 10' P.U.E 4S 0
/ 8y0S.D.W.E �yi �i
Ns(50
6,300t SF / I
� � 0
W
W`'/y6S3�00 35 / V�
5' i 7,216t SF / cj
W31 ; IA"-5'ILQ
i �^ 6o
\\N6Sa4, S.D.W.E
/ 32 >o
00 / Q) /
4j2,� \\% / wry 5 o. /
34
SEE SHEET 8
N84'5��
35.22
LEGEND
SHEET 7 OF 11
FOUND SURVEY MONUMENT/MARKER AS NOTED
SET CITY OF PORT ORCHARD STANDARD MONUMENT
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 AT NOTED DISTANCE
PER REAR LOT CORNER OFFSET TABLE, SHEET 2.
PRIVATE 5' X 10' WATER EASEMENT, SEE E.P. 8
PRIVATE 10' X 15' SEWER EASEMENT, SEE E.P. 9
EASEMENT PROVISION, SEE SHEET 2
PUBLIC UTILITY EASEMENT, SEE E.P. 1
PUBLIC SANITARY SEWER EASEMENT, SEE E.P. 2
PRIVATE PEDESTRIAN ACCESS EASEMENT, SEE E.P. 10
PRIVATE STORM DRAIN EASEMENT, SEE E.P. 6
PRIVATE STORM DRAIN AND WALL MAINTENANCE EASEMENT, SEE E.P. 4
PRIVATE SHARED ACCESS AND UTILITY, SEE TRACT NOTES AND E.P. 3 & 5
RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON
RECORDING OF THIS PLAT
LINE & CURVE TABLE
TAG #
RADIUS
BEARING/DELTA
LENGTH
C23
25.00
90'00'00"
39.27
C24
25.00
90'00'00"
39.27
C57
25.00
53'07'49"
23.18
C58
j 25.00
j 73'44'23"
j 32.18
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 I
JOB NO- 20197
DocuSign Envelope ID: OF8F72CB-7E1A-427D-B54A-295F353F473E
11will M211-11 111811 MAIN\
A PORTION OF THE NW, NE, SW 1 /4, AND THE WEST HALF OF THE SE 1 /4
SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M.
CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
SEE SHEET 7
10
37
o
SCALE: 1" = 40' Q %
S.D.W.E
0 20 40 80 / V / _� 5' J \ 4.04 / / 36
10' P.U.E // o0o i' % ^�\`�6 .6000•\
.4 / / 31 0 /�� 5'
9,346t SF o �' / /^ 6�00
A=16'15'37"
L=7.09
\\�10' P.U.E =ry /i 6,3 0? SF oh ��5'
I \ 8.04
33
6,300± SF
c/
soOo \ \ � � ti ;
/ 19. / \ \ "49 c \ S.D.E
\ \ 0 \ 24 .04
6.00
/ 10' P.U.E L=7.09 T 2
60 369 04 S29 04 \ \
00 24 .4 \ 4 . \
/ CIO
/ o /'�� 5 \ \ 9 S�yA\ o
o Q� / 30 / \ FR
8,877f SF
6000
/ T
` Xi /N 5' cV �' 29 a / S.D.E \ \
6,505t SF ^o� \,\9
S.D.W.E
a 28 w° i 10' P.U.E J \ \ r
o• � , V z 2'1y / / a / 0
N �O ��Q \`�' 8�9oJ i _� i 6,505t SF i \I
5'
S0 40/
00 , if 6 / ; a / 27 / l
,� , / `� �Op•/ / _� i 7,838t SF o'
52 ; aSoo0, /
/ 6,576t SF �q' `� 53412ydY / ,� 5
A=16'15'37" i / i S.D.W.E 600,0,
/ ;° I L=7.09 /�� 5 ` 5000 r/ D
53
s cb-
10' P.U.E % / =N 5,421t SF % i ^Q5 % � 5'cb
°QMti
lk
54 % o �, i 028 906 oh.
5,421t SF S.D.W.E /
55 CIO
500� \ ? 5,421t SF / ,� co) /
FJ9 \ \ 00
O \ \ / / h N O Q n /
c _o � l
SS83 \ FT 229 68 S� 00 \ \ 1 ' S.D.E i / _� 56 I o Al �' N /
a \ \ ` / N N 11 I
h h o \ \ \ ' 7,148t SF
=N 00 C14
ti od L=7.0910' P.U.E J i ,\ 5000 �6s34 j2' So00 \ ~� 5 I v I N a
�� 5' \ \ 22g 8 30568 N 26 01 \ \ _ / O
99 / , so 6 \ I A
6,595t SF / v� / i \ Op \ C27 hp0 y OC I L:
LEGEND
i*
RIA
E.P
P.U.E
P.S.S.E
P.P.A.E
S.D.E
S.D.W.E
P.S.A.0
R-O-W
/ r� / , p e .y�•
oo / \ 5 �.
/ a 98 / h \ Q00 R=110.00 35.01
i 5,250t SF a-294204"
S.D.E \ 2 L=57.02 N84'43'44"
11' 0 3
S.D.W.E i h 97 i o"' i /\ 8S 4c2S3g41" 4� R�23
83 5,250t SF i ' \ C29 L=58.67
�` 5' / i i s� 96
5�00`� i ,'�� 5' i =`�� 5,250t SF i i
5 412'!v S.D.W.E / 2`�'� 5,912t SF r�u I oM
94 o
S�oO \ i i 5' may/ z 8,210t SF I
/ L=35.28 / / II
FOUND SURVEY MONUMENT/MARKER AS NOTED \\�/`� 2843\\ i i A=5'04'43" I J
SET CITY OF PORT ORCHARD STANDARD MONUMENT 5 \ , / L-21.89
N13'55'29"E
SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" R 24j
4,13.15'4 p \\\\ 7
i
SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" ALONG �`5�1(9 -_� 7 0,
PROPERTY LINE OFFSET FROM REAR PROPERTY CORNER AT NOTED DISTANCE :6
PER REAR LOT CORNER OFFSET TABLE, SHEET 2. N7g27'46"w 10715
PRIVATE 5' X 10' WATER EASEMENT, SEE E.P. 8
PRIVATE 10' X 15' SEWER EASEMENT, SEE E.P. 9
EASEMENT PROVISION, SEE SHEET 2
PUBLIC UTILITY EASEMENT, SEE E.P. 1
PUBLIC SANITARY SEWER EASEMENT, SEE E.P. 2
PRIVATE PEDESTRIAN ACCESS EASEMENT, SEE E.P. 10
PRIVATE STORM DRAIN EASEMENT, SEE E.P. 6
PRIVATE STORM DRAIN AND WALL MAINTENANCE EASEMENT, SEE E.P. 4
PRIVATE SHARED ACCESS AND UTILITY, SEE TRACT NOTES AND E.P. 3 & 5
RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON
RECORDING OF THIS PLAT
SEE SHEET 5 FOR
TRACT BOUNDARY
N82'32'44
I I
SHEET 8 OF 11
SEE SHEET 7
J
35
0
0
6,3(
<o� o1 W
/ o /
22
/ 6,300t SF
34 j2,
00
23 /
10' P.U.E 6,300t SF i
/
N
,v6534
10s 00
24
A=0'29'38" 6,300t SF
L=4.27
�65;3
4 j2,
W
10,5 °2
N6S.
34 j2ry
L13.52 3„ iv 10918
N8- 4"E 105.00
w I
A
C60 I--10' P.U.E
o I
o I o°Oo 0
57
5,250t SF
n I '44"E 105.00
0
z
21' 21'
o
O J J
ao �' icy
a -it �
Iv al
0.9
0I
0
MI N
N84 43
58
A=7'07'32" 5,811t SF
L=25.12
N88'08'44"W 105.09
�A=12'04'13"
L=42.55
I 59
I 6,206t SF
N760431"w 105.00
2.68
fly R SPR9
�v� OF Wggxt��rj�
�'. 41�299
`S's •fit sTE4'.'•'�
I L L A�9
/
/
/
/
/
/
/ o0
� oo•
10,
/
/
/
/
/
/
/
/
' o
/ o
� oo•
/
/
/
/
/
, o =
, oo•
/
/
/
/
/
20
19
SEE SHEET 4 FOR
TRACT BOUNDARY
N8 5 574 0"E 121.31
SEE SHEET 5 FOR
TRACT BOUNDARY
LINE & CURVE TABLE
TAG #
RADIUS
BEARING/DELTA
LENGTH
C25
25.00
92'53'34"
40.53
C26
25.00
90100'00"
39.27
C27
89.00
22'13'44"
34.53
C28
131.00
14'48'26"
33.86
C29
131.00
10'51'15"
24.82
C54
25.00
73'44'23"
32.18
C55
25.00
73'44'23"
32.18
C56
25.00
73'44'23"
32.18
rC59
25.00
73'44'23"
32.18
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
JOB NO_ 20197
DocuSign Envelope ID: OF8F72CB-7E1A-427D-B54A-295F353F473E
LEGEND
MCCORMIC"K -WEST DIVISION It
A PORTION OF THE NW, NE, SW 1/4, AND THE WEST HALF OF THE SE 1/4
SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M.
CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
FOUND SURVEY MONUMENT/MARKER AS NOTED
SET CITY OF PORT ORCHARD STANDARD MONUMENT
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 AT NOTED DISTANCE
PER REAR LOT CORNER OFFSET TABLE, SHEET 2.
PRIVATE 5' X 10' WATER EASEMENT, SEE E.P. 8
PRIVATE 10' X 15' SEWER EASEMENT, SEE E.P. 9
EASEMENT PROVISION, SEE SHEET 2
PUBLIC UTILITY EASEMENT, SEE E.P. 1
PUBLIC SANITARY SEWER EASEMENT, SEE E.P. 2
PRIVATE PEDESTRIAN ACCESS EASEMENT, SEE E.P. 10
PRIVATE STORM DRAIN EASEMENT, SEE E.P. 6
PRIVATE STORM DRAIN AND WALL MAINTENANCE EASEMENT, SEE E.P. 4
PRIVATE SHARED ACCESS AND UTILITY, SEE TRACT NOTES AND E.P. 3 & 5
RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON
RECORDING OF THIS PLAT
TRACT 1S
3,157,564t SF
FUTURE DEVELOPMENT TRACT
SEE SHEET 11 FOR
BOUNDARY DIMENSIONS
SCALE: 1" = 40'
0 20 40
LINE & CURVE TABLE
TAG #
RADIUS
BEARING/DELTA
LENGTH
C30
25.00
90*00,00"
39.27
C31
25.00
52*10'09"
22.76
C32
50.00
39'45'26"
34.69
C33
50.00
53'51'17"
47.00
C34
50.00
54'36'00"
47.65
C35
50.00
46'07'34"
40.25
C36
25.00
47'38'32"
20.79
C37
25.00
4'31'37"
1.98
C38
25.00
90'00'00"
39.27
C39
25.00
21'06'01"
9.21
C40
25.00
68'53'59"
30.06
C60
25.00
68'53'59"
30.06
C61
25.00
21'06'01"
9.21
104. 00 /
00
O /
^� h 4 .
N /
a�
Q' /
Q
5
N 4 / I1/A,
R
\ T
16Q °0
331 /y6S34 \
1CT 1 J /
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N
CC
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Q`
SEE SHEET 4
SEE SHEET 10
Q /M
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10.00 39 ��
a
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00
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A=16'15'37 \ \ `�
L=7.09 \
/ 10' P.U.E \ \ \ lLJ
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37
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31
I 0=16'15'37"
L=7.09
32 i
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33
/
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2w
36.04 s2 :04
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30AF'Qr\ W
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29 ; 7*-
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
JOB NO_ 20197
DocuSign Envelope ID: OF8F72CB-7E1A-427D-B54A-295F353F473E
SCALE: 1" = 40'
0 20 40 80
LINE & CURVE TABLE
TAG #
RADIUS
BEARING/DELTA
LENGTH
C41
25.00
52*14'17"
22.79
C42
25.00
93'32'24"
40.81
C43
25.00
91'56'40"
40.12
C44
25.00
89'52'28"
39.22
L4
N75'27'12"E
2.14
II-TNoi%,
MU`U`ORMIU"K WEST DIVISION 11
A PORTION OF THE NW, NE, SW 1/4, AND THE WEST HALF OF THE SE 1/4
SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M.
CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
N81'29'54"E
21.08
52.00
ao
iD o
M 133
o 5,720t SF Z o
0
M
00
0
z
TRACT 1K
17,417t SF
OPEN SPACE
4" E 208.00
N81'29' S 52,00
52.00
0
132
5,720t SF
3
0
0
0
z
!'1°
131
5,803t SF
0
0
0
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A=0'47'18"
L=7.97
S.D.E ___--
45.55
52.00
130
5,714f SI
_ — — — 52.00
52.00 170.62 R=60p 0 63.3�
AVENUE SW 170.58
THORNHILL
R.Q_170.58
W _ N81'29'54"E
O
=5S955,=65.02
1.29'54"E hP �� 1.85
OL - y0
ta
��oo��� 10' P.U.E 631.00
� O R=
79.05
54Cg
rn N81'29'"E A E_g1.41
®
FOUND SURVEY MONUMENT/MARKER AS
NOTED
®
SET CITY
OF PORT ORCHARD STANDARD
MONUMENT
•
SET 1/2"
REBAR WITH YELLOW PLASTIC
CAP STAMPED "CORE 41299"
•*
SET 1/2"
REBAR WITH YELLOW PLASTIC
CAP STAMPED "CORE 41299" ALON
PROPERTY
LINE OFFSET FROM REAR PROPERTY CORNER AT NOTED DISTANC
PER REAR
LOT CORNER OFFSET TABLE,
SHEET 2.
WO PRIVATE 5' X 10' WATER EASEMENT, SEE E.P. 8
OS PRIVATE 10' X 15' SEWER EASEMENT, SEE E.P. 9
E.P EASEMENT PROVISION, SEE SHEET 2
P.U.E PUBLIC UTILITY EASEMENT, SEE E.P. 1
P.S.S.E PUBLIC SANITARY SEWER EASEMENT, SEE E.P. 2
P.P.A.E PRIVATE PEDESTRIAN ACCESS EASEMENT, SEE E.P. 10
S.D.E PRIVATE STORM DRAIN EASEMENT, SEE E.P. 6
S.D.W.E PRIVATE STORM DRAIN AND WALL MAINTENANCE EASEMENT, SEE E.P. 4
P.S.A.0 PRIVATE SHARED ACCESS AND UTILITY, SEE TRACT NOTES AND E.P. 3 & 5
R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON
RECORDING OF THIS PLAT
TRACT 1S
3,157,564t SF
FUTURE DEVELOPMENT TRACT
SEE SHEET 11 FOR
BOUNDARY DIMENSIONS
_ _
I =00
A=37 50 28
L=16.51
100
M
1
0
o I
6,082f SF
;.,
129
I
o
Z
N I
A=1'15'26"
co �,
5,829t SF A--- 0' 29'32"
�?
L=14.26
Z `O
L=5.22 I
N
1
A=0'29'32"
1_
1
N82'37'48"E 104.01
L=4.33
I
N81'51'54"E 104.00
8' P.P.A.E
�
II...-10' P.U.E
I
I
o
It
ItI
101
128 S.D.E
N
i 6,337t SF
LO
5,852t SF
I
-00
r,
I
a
N87*36'11"E 104
(
N87'39'50"E 104.00
1
21 I
21
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127
5,852t SF
10' P.U.E ---I
I I
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N86'32'14"W 104.00 a
126
5,852t SF
N80'44-4, 00
125
5,852f SF
N,436 22"w 104, 0p
� o
124
5,852t SF
Nsg•
o826,W
104.00
123 /
122 /
/
121 /
SEE SHEET 9
I O
J 10�
I V cn
cr
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F O',
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0 ; �o
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O*AL LNO
10' P.U.E
51, d-
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SHEET 10 OF 11
W
i
W
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
%oUKC PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
JOB NO_ 20197
DocuSign Envelope ID: OF8F72CB-7E1A-427D-B54A-295F353F473E
MCCORMIC'K WEST DIVISION It
A PORTION OF THE NW, NE, SW 1/4, AND THE WEST HALF OF THE SE 1/4
SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M.
CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
1+8
_ _ N88.35'11"W 2582.13
_
o
o
000
'5°'
/ N
11)
i
7 8
SCALE: 1" = 400'
0 200 400 800
I
1
7 8
18 17
1786.35
TRACT 1
LAND SEG
AFN 200010310145
LINE TABLE
LINE #
BEARING
LENGTH
L1
N88°56'22"W
130.60
L2
N37°59'20"E
82.11
L3
NOO°11'03"W
43.61
L4
N24'06'12"E
108.50
L5
N18°18'18"E
104.60
L6
N6534'12"W
36.61
L7
N0837'38"W
94.67
L8
N63°11'34"W
55.63
0 PFN 2p2�0
SHEET 11 OF 11
OLD CLIFTON ROAD 5
- 7"W
- �N8T02'01"W 2638.80
N88'35'11"W801.02 ------------------- ---- �- - - 5R=1402.39RN25' INGRESS/EGRESS/UTILITY �A=3'48'06" g�P PEASEMENT AFN 9609240198, 3043944
NL=93.05 M
� o
0
N88'35'11 "W ="
62.50 z
I N88'35'1I "W
N11'25'35"W 446.00
192.58
a�
h
3
Fco
Z
N01'27'44"E
166.00
TRACT 1T
1,813,210t SF
FUTURE DEVELOPMENT
chi TRACT
N6 .
ri; cpo�.
1�4
!y U
C�'
R=90.00
A=202'47'46"
L=318.55
19 S!>-
�o
L6
0
0
CO
v�
N65'34'12"W
109.19
N24'25'48"E
178.28
R=635.00
A--1312'14"
L=146.34
�W
T
R=1035.00 z
A=11'24'37"
L=206.12�
TRACT 1S
3,157,564t SF
FUTURE DEVELOPMENT
TRACT
R=500.00
A--38'10'23"
L=333.12
0o r
R=25.00
A=65 46 20
R=25.00
L=28.70
00
• A=5833'04"
h L=25.55
2N
N52'52'17"W
/-382.16
R=570.00 < //
'A=20'45'53" \
L=206.57 SEE TRACT
DETAIL SHEET 4
N08'30'06"W
159.85
SEE MAP
SHEETS 6-10
N81-29'54"E
21.08
----1R=504.00
A=33'03'26"
L=290.79
N24'25'48"E
280.55
/I�
N65'53'48"W ; ,
� 181.65
SEE MAP
SHEETS 6-10
SEE TRACT
DETAIL SHEET 5
N88'56'22"W 998.33 8 L1 J
TRACT 3 17 88°56'22"W 5212.56
LAND SEG
AFN 200010310145
/ MCw6eG 6�
vo\. 2
TRACTS 1S & 1T DETAIL
�RP�� F MAW
2v0�M26 P.G ��
/
\
\
MW��PG ti9 �
2297.29
SPRA\�.v'� , • �F .WASk J Gtj�
o
41299
j�NAL
I
I
8 9
17 16
7
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
'Con PLANNING
""1111111zw� DESIGN SURVEYING
12700 NE 195th St, Suite 300 Bothell, Washington 98071 425.885.7877
JOB NO_ 20197