106-22 - Resolution - Final Plat Approval for McCormick West Division 12 Phase 2DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
RESOLUTION NO. 106-22
A RESOLUTION OF THE CITY OF PORT ORCHARD, WASHINGTON, GRANTING
FINAL PLAT APPROVAL FOR AN 88-LOT AND 14-TRACT PLAT KNOWN AS
MCCORMICK WEST DIVISION 12 PHASE 2.
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 12, Phase 2
on undeveloped property located in the City of Port Orchard (hereinafter "the Property"); and
WHEREAS, the Applicant has proposed to dedicate by separate instrument certain
improvements to the City of Port Orchard for the purpose of providing access to the area known as
McCormick West which includes the Division 12 Phase 2 final plat area. This dedication of right-of-
way includes land commonly known as Gleneagle Avenue SW and is fully described and mapped in
the Warranty Deed attached to this Resolution as Exhibit A; 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 August 1, 2022, application was submitted for the final plat of Division 12
Phase 2 of the McCormick West preliminary plat to include 88 single-family residential lots and
14 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
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
Resolution No. 106-22
Page 2 of 21
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 12 Phase 2 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 2 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 2, as illustrated and as legally described in Exhibit B, attached
hereto; and
THAT: The McCormick west Division 12 Phase 2 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 111" day of October 2022.
ATTEST:
P
Jenine Floyd, CMC, Deputy City Clerk
DocuSigned by: :r6bt*f �t vain Suu
EBBB5BBE�4E ...
Robert Putaansuu, Mayor
� a'�"trR�+rrrrra,'
SEAL
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
RECEIVED
Permit Center
SEP 20, 2022
City of Port Orchard
Community Development
After recording return document to:
City of Port Orchard,
Public Works Department
216 Prospect St
Port Orchard, WA 98366
Document Title: Warranty Deed
Reference Number of Related Document: AFN 9001220046
Grantors: The McCormick Woods Association
Grantees: City of Port Orchard
Legal Description: Por. NW1/4, NE1/4, Sec. 17, Twp. 23N, Rge. IE, W.M.
Assessor's Tax Parcel Number: 5140-000-037
WARRANTY DEED
City of Port Orchard — G1enEagle Ave. SW
The Grantor, The McCormick Woods Association, a Washington Non -Profit Corporation,
for and in consideration of the sum of TEN DOLLARS AND NO/100 ($10.00), and other
valuable consideration, hereby conveys and warrants to the City of Port Orchard, a municipal
corporation, Grantee, the following described real property situated in Kitsap County, in the
State of Washington.
See attached Exhibit A for legal description and Exhibit B for map.
It is understood and agreed that delivery of this deed is hereby tendered and that the terms and
obligations hereof shall not become binding upon the City of Port Orchard, unless and until
accepted and approved hereon in writing for the City of Port Orchard, by its authorized agent.
LU22-Plat Final-03
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
WARRANTY DEED
Date:
The McCormick Woods Association
STATE OF WASHINGTON )
ss
County of
On this day of , 2022, before me personally appeared
to me known to be the authorized signatory of The McCormick Woods Association, a
Washington Non -Profit Corporation, the corporation 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.
GIVEN under my hand and official seal the day and year last above written.
Notary Public in and for the State of
Washington, residing at
My commission expires
Accepted and Approved City of Port Orchard:
DocuSigned by:
By: FRQFRRPrnQP7dFF
Printed Name: Robert Putaansuu
Title: Mayor
Date: October 12, 2022
Approved to as form:
DocuSigned by:
By: Ct� arm
C ar7otte Archer
Printed Name:
Title: City Attorney
Date: 10/20/2022
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
CORE DESIGN, INC.
BOTHELL WA 98011
CORE PROJECT NO: 20197
09/19/2022
EXHIBIT "A"
LEGAL DESCRIPTION - GLENEAGLE AVENUE SW RIGHT-OF-WAY DEDICATION
A STRIP OF LAND 60.00 FEET IN WIDTH OVER A PORTION OF THE NORTHWEST QUARTER OF
THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. IN
THE CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON, HAVING 30.00 FEET ON
EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:
COMMENCING AT THE SOUTHEAST CORNER OF TRACT 1G, MCCORMICK WEST DIVISION 11,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 35 OF PLATS, PAGES 234
THROUGH 244, INCLUSIVE, RECORDS OF KITSAP COUNTY AND A POINT ON THE NORTH
LINE OF SAID SECTION SUBDIVISION;
THENCE S 29°00'00" W ALONG THE WEST LINE OF TRACT A, MCCORMICK WOODS, DIVISION
4, ACCORDING TO THE PLAT THEREOF RECORDED UNDER VOLUME 26 OF PLATS, PAGES 29
THROUGH 35, INCLUSIVE, 42.31 FEET TO THE POINT OF BEGINNING;
THENCE S 52°52'17" E ALONG THE SOUTHEASTERLY EXTENSION OF GLENEAGLE AS
DEDICATED ON SAID MCCORMICK WEST, DIVISION 11 PLAT 14.37 FEET TO A POINT OF
TANGENCY WITH A 1,000.00 FOOT RADIUS CIRCULAR CURVE TO THE LEFT;
THENCE SOUTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 17°50'54",
AN ARC DISTANCE OF 311.51 FEET TO A POINT OF TANGENCY;
THENCE S 70'43'11" E 155.74 FEET TO THE POINT OF TERMINUS AT THE WESTERLY RIGHT
OF WAY MARGIN OF GLENEAGLE AVENUE SW AS DEDICATED ON MCCORMICK WOODS,
DIVISION 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 25 OF PLATS,
PAGES 236 THROUGH 240, INCLUSIVE, AT THE INTERSECTION WITH MCCORMICK WOODS
DRIVE SW AS DEDICATED ON SAID DIVISION 4 PLAT.
THE SIDELINES OF SAID STRIP SHALL BE SHORTENED OR LENGTHENED AS REQUIRED TO
INTERSECT AT SAID WEST LINE OF SAID TRACT A AND THE WEST RIGHT OF WAY MARGIN
OF SAID GLENEAGLE AVENUE SW.
CONTAINS 28,894 +/- SQUARE FEET (0.6633 +/- ACRES).
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DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
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RIGHT-OF-WAY DEDICATION ��•'�� ��'•��
EXHIBIT B 1 OF 1 F x: SCALE. 1" = 100'
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12100 NE 195th St, Suite 300
CORE Bothell, Washington 98011 � 3 014 �q
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�� DESIGN 425.885.7877 Fax 425.885.7963 jDNAL LA���
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
RECEIVED
Permit Center
After recording return document to:
City of Port Orchard,
Public Works Department
216 Prospect St
Port Orchard, WA 98366
Document Title: Warranty Deed
Reference Number of Related Document: AFN 202203140148
Grantors: McCormick Development Corporation
Grantees: City of Port Orchard
Legal Description: Por. NW1/4, NE1/4, Sec. 17, Twp. 23N, Rge. 1E, W.M.
Assessor's Tax Parcel Number: 172301-2-004
WARRANTY DEED
City of Port Orchard — G1enEagle Ave. SW
SEP 20, 2022
City of Port Orchard
Community Development
The Grantor, McCormick Development Corporation, a Washington Corporation, for and in
consideration of the sum of TEN DOLLARS AND NO/100 ($10.00), and other valuable
consideration, hereby conveys and warrants to the City of Port Orchard, a municipal
corporation, Grantee, the following described real property situated in Kitsap County, in the
State of Washington.
See attached Exhibit A for legal description and Exhibit B for map.
It is understood and agreed that delivery of this deed is hereby tendered and that the terms and
obligations hereof shall not become binding upon the City of Port Orchard, unless and until
accepted and approved hereon in writing for the City of Port Orchard, by its authorized agent.
LU22-Plat Final-03
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
WARRANTY DEED
Date:
McCormick Development Corporation
STATE OF WASHINGTON )
ss
County of
On this day of , 2022, before me personally appeared
to me known to be the authorized signatory of McCormick Development Corporation, a
Washington Corporation, the corporation and company that executed the within and foregoing
instrument, and acknowledged said instrument to be the free and voluntary act and deed of said
corporation, for the uses and purposes therein mentioned, and on oath stated that he was
authorized to execute said instrument.
GIVEN under my hand and official seal the day and year last above written.
Notary Public in and for the State of
Washington, residing at
My commission expires
Accepted and Approved City of Port Orchard:
By: FZuDSigned by:
r
Printed Name: Robert Putaansuu
Title: Mayor
Date: October 12, 2022
Approved to as form:
DocuSigned by:
By: � arm
charlotte Archer
Printed Name:
Title: City Attorney
10/20/2022
Date:
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
CORE DESIGN, INC.
BOTHELL WA 98011
CORE PROJECT NO: 20197
09/16/2022
EXHIBIT "A"
LEGAL DESCRIPTION - GLENEAGLE AVENUE SW RIGHT-OF-WAY DEDICATION
A PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF
SECTION 17, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. IN THE CITY OF PORT
ORCHARD, KITSAP COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF TRACT 1G, MCCORMICK WEST
DIVISION 11, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 35 OF
PLATS, PAGES 234 THROUGH 244, INCLUSIVE, RECORDS OF KITSAP COUNTY AND A
POINT ON THE NORTH LINE OF SAID SECTION SUBDIVISION;
THENCE N 88056'22" W ALONG SAID NORTH LINE AND THE COMMON LINE WITH
TRACT 1S OF SAID PLAT, 130.59 FEET TO THE SOUTHWESTERLY RIGHT-OF-WAY
MARGIN OF GLENEAGLE AS DEDICATED ON SAID PLAT;
THENCE S 52052'17" E ALONG THE SOUTHEASTERLY EXTENSION OF SAID MARGIN
116.54 FEET TO A POINT ON THE NORTHWEST BOUNDARY OF TRACT A,
MCCORMICK WOODS, DIVISION 4, ACCORDING TO THE PLAT THEREOF RECORDED
UNDER VOLUME 26 OF PLATS, PAGES 29 THROUGH 35, INCLUSIVE;
THENCE N 29000'00" E ALONG SAID BOUNDARY LINE 77.67 FEET TO THE POINT OF
BEGINNING.
CONTAINS 4,480 +/- SQUARE FEET (0.1029 +/- ACRES
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DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
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McCORMICK WEST PAGE 0 of WA ,
RIGHT-OF-WAY DEDICATION 10F 1 �V.�� �`�
EXHIBIT B
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12100 NE 195th St., Suite 300 � • �
CORE Bothell, Washington 98071 3 014 �4 �
Cr STE4,.
DESIGN 425.885.7877 Fax 425.885.7963 jGNAL LAB
ENGINEERING -PLANNING -SURVEYING-L.A.
JOB NO. 20197 9-16-22
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
RECEIVED
Permit Center
SEP 22, 2022
City of Port Orchard
Community Development
MCCU"RMICK
WEST
'lJ
A W 1
SION 12,
� SHEET 1 OF -IL-IL
PHASE
PORTIONS OF THE NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF THE
NW 1/4
&THE
NW 1/4,
SW 1/4 OF THE NE 1/4 &THE
NW 1/4, SW 1/4 OF THE SE 1/4 &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF THE SW 1/4
OF SECTION
8, &THE
NW 1/4, NE
1/4, SE 1/4, SW 1/4 OF
THE NW 1/4 &THE NW 1/4 OF THE NE 1/4
& THE NW 1/4, NE 1/4 OF
THE SW
1/4 OF
SECTION
17, BOTH OF 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 12 PHASE 2 AS THAT TERM IS DEFINED IN
THE WASHINGTON UNIFORM COMMON INTEREST OWNERSHIP ACT, SOLELY TO MEET THE REQUIREMENTS OF THE WASHINGTON UNIFORM
COMMON INTEREST OWNERSHIP ACT AND NOT FOR ANY PUBLIC PURPOSE. THIS MAP AND ANY PORTION THEREOF IS RESTRICTED BY LAW
AND THE DECLARATION FOR RECORDED UNDER KITSAP COUNTY AUDITOR'S FILE
NOS.
DATED THIS DAY OF 20
MCCORMICK DEVELOPMENT CORPORATION,
A WASHINGTON CORPORATION
JAMES N. TOSTI, AUTHORIZED SIGNATORY
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
)SS
COUNTY OF )
MCCORMICK COMMUNITIES, LLC
A WASHINGTON LIMITED LIABILITY COMPANY
SUCCESSOR IN INTEREST TO MERGER TO
WEST x SW INVESTMENT HOLDINGS, LLC
A WASHINGTON LIMITED LIABILITY COMPANY
JAMES N. TOSTI, AUTHORIZED SIGNATORY
ON THIS __ DAY OF , 20 . BEFORE ME,
THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY
APPEARED JAMES N. TOSTI TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE AUTHORIZED
SIGNATORY OF MCCORMICK DEVELOPMENT CORPORATION, A WASHINGTON CORPORATION, THE CORPORATION AND COMPANY THAT EXECUTED
THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF
SAID CORPORATION, FOR THE USES THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE
SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY, IS THE CORPORATE SEAL OF SAID CORPORATION AND COMPANY.
WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN.
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT
MY COMMISSION EXPIRES
PRINT NOTARY NAME
SURVEYOR'S ACKNOWLEDGMENT
STATE OF WASHINGTON
)SS
COUNTY OF )
ON THIS DAY OF _ 20 . BEFORE ME,
GLENN R. SPRAGUE, PERSONALLY APPEARED, PROVED TO ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED THE WITH AND
FORGOING INSTRUMENT, AND ACKNOWLEDGED THAT HE SIGNED THE SAME AS HIS FREE AND VOLUNTARY ACT AND DEED FOR THE USES
AND PURPOSES THEREIN MENTIONED.
WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT
PRINT NOTARY NAME
rwh
3
PUGET SOUND
SINCLAIR INLET
16
a
a
W OLD CLIFTON R v;Ld
0
r
SITE
�y
WOODS g
VICINITY MAP
1" = 4,000'
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF THE
NW 1/4 & THE NW 1/4, SW 1/4 OF THE
NE 1/4 & THE NW 1/4, SW 1/4 OF THE
SE 1/4 & THE NW 1/4, NE 1/4, SE 1/4,
SW 1/4 OF THE SW 1/4 OF SEC. 8, TWP.
23N, RGE. 1E, W.M.
THE NW Y4, NE 1/4, SE 1/4, SW 1/4 OF \
THENWI 4&THE NWI/4OFTHE NEI/41-
& THE NW 1/4, NE 1/4 OF THE SW 1/4 OF
SEC 17, TWP. 23N, RGE. 1E, W.M.
CITY ENGINEER'S APPROVAL
I HEREBY CERTIFY THAT THIS FINAL PLAT IS CONSISTENT WITH ALL APPLICABLE TOWN/CITY IMPROVEMENT STANDARDS AND
REQUIREMENTS IN FORCE ON THE DATE OF PRELIMINARY PLAT APPROVAL. I HAVE APPROVED THIS FINAL PLAT AS TO THE LAYOUT
OF STREETS. ALLEYS AND OTHER RIGHTS -OF -WAY, DESIGN OF BRIDGES, SEWAGE AND WATER SYSTEMS AND OTHER STRUCTURES.
EXAMINED AND APPROVED BY ME THIS _ DAY OF 20_.
CITY ENGINEER
COMMUNITY DEVELOPMENT DIRECTOR
I HEREBY CERTIFY THAT THIS FINAL PLAT IS CONSISTENT WITH ALL APPLICABLE TOWN/CITY IMPROVEMENT STANDARDS AND
REQUIREMENTS IN FORCE ON THE DATE OF PRELIMINARY PLAT APPROVAL. I HAVE APPROVED THIS FINAL PLAT AS TO THE LAYOUT
OF STREETS. ALLEYS AND OTHER RIGHTS -OF -WAY, DESIGN OF BRIDGES, SEWAGE AND WATER SYSTEMS AND OTHER STRUCTURES.
EXAMINED AND APPROVED THIS _ DAY OF 20_.
COMMUNITY DEVELOPMENT DIRECTOR
CITY COUNCIL
APPROVED BY THE CITY COUNCIL OF THE CITY OF PORT ORCHARD.
THIS _ DAY OF 20_.
CITY CLERK
MAYOR
CITY FINANCE DIRECTOR
I HEREBY CERTIFY THAT ALL TAXES AND DELINQUENT ASSESSMENTS FOR WHICH THE PROPERTY MAY BE LIABLE AS OF THE DATE
OF CERTIFICATION HAVE BEEN DULY PAID, SATISFIED OR DISCHARGED.
EXAMINED AND APPROVED THIS _ DAY OF 20_.
FINANCE DIRECTOR DATE
COUNTY TREASURER
THIS IS TO CERTIFY THAT ALL TAXES HERETOFORE LEVIED AND WHICH HAS BECOME A LIEN UPON THE LANDS HEREIN DESCRIBED,
HAVE BEEN FULLY PAID AND DISCHARGED, ACCORDING TO THE RECORDS OF MY OFFICE, UP TO AND INCLUDING THE YEAR
EXECUTED THIS _ DAY OF _, 20_.
COUNTY TREASURER
COUNTY AUDITOR
FILED AT THE REQUEST OF GLENN R. SPRAGUE, P.L.S, THIS DAY OF 20___, AND RECORDED IN
VOLUME - OF PLATS, PAGE(S) , RECORDS OF KITSAP COUNTY, WASHINGTON.
AUDITOR'S FILE NUMBER
KITSAP COUNTY AUDITOR
SURVEYOR CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
OF THE SURVEY RECORDING ACT AT THE REQUEST OF MCCORMICK DEVELOPMENT CORPORATION, A WASHINGTON CORPORATION,
IN MAY, 2022. 1 HEREBY CERTIFY THAT THIS MAP FOR MCCORMICK WEST DIVISION 12 PHASE 2, 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
v�t'� o Rir Sp�q
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
v� s� PLANNING
41299 �q ., Qaw DESIGN SURVEYING
�c9j' ct sTE¢•'�v'
0NAL LAB
12100 NE 195th St, Suite 300 Bothell, Washington 9807 1 425.885.7877
JOB NO_ 2"0197
LU22-Plat Final-03
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
RECEIVED
Permit Center
SEP 22, 2022
City of Port Orchard
Community Development
MCC("`N)RM1CK
WEST
�IVISJU""NN
1.2.
71111ASJl' 2 SHEET 2 OF 11
PORTIONS OF THE NW 1/4, NE 1/4, SE
1/4, SW 1/4 OF THE NW
1/4
&THE NW 1/4, SW 1/4 OF THE
NE 1/4 &THE
NW 1/4, SW 1/4 OF THE SE 1/4 &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE SW 1/4 OF SECTION
8, &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE NW 1/4 &THE NW 1/4 OF THE NE 1/4
& THE NW 1/4, NE 1/4 OF THE SW 1/4
OF
SECTION 17, BOTH OF 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:
PARCEL I:
TRACT 1G, 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.
PARCEL II:
TRACT 1T, 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.
PARCEL III:
RESULTANT PARCEL 3 OF BOUNDARY LINE ADJUSTMENT RECORDED UNDER AUDITOR'S FILE NO. 202103180066, AND AS DEPICTED ON
SURVEY RECORDED UNDER AUDITOR'S FILE NO. 202103180067, IN VOLUME 92 OF SURVEYS, PAGES 244 THROUGH 247, RECORDS OF
KITSAP COUNTY, WASHINGTON, BEING A PORTION OF THE NORTHWEST QUARTER, SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M.
IN KITSAP COUNTY, WASHINGTON.
PARCEL IV:
RESULTANT PARCEL 2 OF BOUNDARY LINE ADJUSTMENT RECORDED UNDER AUDITOR'S FILE NO. 202103180066, AND AS DEPICTED ON
SURVEY RECORDED UNDER AUDITOR'S FILE NO. 202103180067, IN VOLUME 92 OF SURVEYS, PAGES 244 THROUGH 247, RECORDS OF
KITSAP COUNTY, WASHINGTON, BEING A PORTION OF THE SOUTHWEST QUARTER AND A PORTION OF THE NORTHWEST QUARTER, SECTION
8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M. IN KITSAP COUNTY, WASHINGTON.
PARCEL V:
PARCEL 1 OF 20 ACRE LAND SEGREGATION REQUEST RECORDED UNDER AUDITOR'S FILE NO. 200010310145, BEING A PORTION OF THE
NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 17, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY,
WASHINGTON.
PARCEL VI:
PARCEL 2 OF 20 ACRE LAND SEGREGATION REQUEST RECORDED UNDER AUDITOR'S FILE NO. 200010310145, BEING A PORTION OF THE
NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 17, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY,
WASHINGTON.
PARCEL VII:
PARCEL 3 OF 20 ACRE LAND SEGREGATION REQUEST RECORDED UNDER AUDITOR'S FILE NO. 200010310145, BEING A PORTION OF THE
NORTHEAST QUARTER OF THE NORTHWEST QUARTER AND THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17,
TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY, WASHINGTON.
PARCEL VIII:
PARCEL 4 OF 20 ACRE LAND SEGREGATION REQUEST RECORDED UNDER AUDITOR'S FILE NO. 200010310145, BEING A PORTION OF THE
SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 17,
TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY, WASHINGTON.
PARCEL IX:
PARCEL 5 OF 20 ACRE LAND SEGREGATION REQUEST RECORDED UNDER AUDITOR'S FILE NO. 200010310145, BEING A PORTION OF THE
SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 17, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY,
WASHINGTON.
PARCEL X:
PARCEL 6 OF 20 ACRE LAND SEGREGATION REQUEST RECORDED UNDER AUDITOR'S FILE NO. 200010310145, BEING A PORTION OF THE
SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 17, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY,
WASHINGTON.
PARCEL XI:
PARCEL 7 OF 20 ACRE LAND SEGREGATION REQUEST RECORDED UNDER AUDITOR'S FILE NO. 200010310145, BEING A PORTION OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER AND THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 17,
TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY, WASHINGTON.
RESTRICTIONS OF RECORD
1. 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, 202202240060, AND 202203230009.
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 BE 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. (AS TO PARCELS I, II, III, IV AND VII)
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, BEING AN AMENDMENT OF VOLUME 35 OF PLATS, PAGES 214 THROUGH 223, INCLUSIVE, RECORDS OF KITSAP
COUNTY, WASHINGTON, SHOWN HEREON WHERE APPLICABLE. (AS TO PARCELS I AND II)
8. THIS SITE IS SUBJECT TO A CREDIT AGREEMENT FOR CAPITAL FACILITY CHARGES AND THE TERMS AND CONDITIONS THEREOF RECORDED
UNDER RECORDING NUMBER 202203300107.
9. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A DEED OF TRUST, RECORDED UNDER RECORDING NO. 202203240101. (AS TO
PARCEL I AND INCLUDES OTHER PROPERTY)
10. REFERS TO TAXES FOR THE YEAR 2022.INTENTIONALLY LEFT BLANK.
11. THIS SITE IS SUBJECT TO AN EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN RECORDED UNDER RECORDING NO.
781118, FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM. (AS TO PARCEL II)
12. THIS SITE IS SUBJECT TO A SETTLEMENT FOR SURFACE AND GROUNDWATERS OF COULTER CREEK AND THE DRAINAGE BASIN AGREEMENT
AND THE TERMS AND CONDITIONS THEREOF, AS RECORDED UNDER RECORDING NO. 8005020087 (AS TO PARCELS IV, V, A IX AND X)
13. THIS SITE IS SUBJECT TO A WATER ALLOCATION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NO.
9209170094 (AS TO PARCELS IV, V, VI, IX AND X)
14. THIS SITE IS SUBJECT TO AN EASEMENT FOR PUBLIC TRAIL AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NO.
9603250123 (AS TO PARCEL VIII - THE EXACT LOCATION IS NOT DESCRIBED)
15. THIS SITE IS SUBJECT TO AN ACCESS EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING
NO. 9609240198 (AS TO PARCEL II)
16. THIS SITE IS SUBJECT TO AN EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NO.
3043944 (AS TO PARCELS II AND III). AND MODIFICATION AND PARTIAL TERMINATION AND/OR AMENDMENT BY INSTRUMENT RECORDED
UNDER RECORDING NO. 200504280244 AND A PARTIAL RELEASE OF EASEMENT RECORDED UNDER RECORDING NO. 200510310347
17. THIS SITE IS SUBJECT TO A UTILITY EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN RECORDED UNDER RECORDING NO.
200812310177 (AS TO PARCEL III)
18. THIS SITE IS SUBJECT TO AN EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN RECORDED UNDER RECORDING NO.
201605120108 TO CONSTRUCT, OPERATE, MAINTAIN, REPAIR, REPLACE, IMPROVE, REMOVE AND ENLARGE ONE OR MORE UTILITY SYSTEMS
FOR PURPOSES OF TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY (AS TO PARCEL III)
19. THIS SITE IS SUBJECT TO TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN RECORDED LOT LINE ADJUSTMENT
(BOUNDARY LINE ADJUSTMENT) RECORDED UNDER RECORDING NO. 202103180066 (AS TO PARCELS III AND IV)
20. THIS SITE IS SUBJECT TO 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
COUNTY, WASHINGTON. (AS TO PARCELS III AND IV)
DEVELOPMENT ENGINEERING NOTES
1. NO DIRECT VEHICULAR ACCESS SHALL BE ALLOWED TO TELFORD WAY SW AND GLENEAGLE.
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 SHALL
INCLUDE, BUT NOT BE LIMITED TO, MOWING OF LAWN AREAS.
TRACT NOTES
1. TRACTS 12-2A, 12-26, 12-21), 12-2E, AND 12-2F ARE OPEN SPACE TRACTS. SAID TRACTS SHALL BE OWNED AND MAINTAINED BY
MCCORMICK WOODS HOMEOWNERS ASSOCIATION.
2, TRACTS 12-2-15, 12-2-16, 12-2-17, 12-2-18, 12-2-19, 12-2-20, 12-2-21, 12-2-22, AND 12-2-23 ARE FUTURE DEVELOPMENT
TRACTS. SAID TRACTS SHALL BE OWNED AND MAINTAINED BY MCCORMICK DEVELOPMENT CORPORATION.
EASEMENT PROVISIONS
1. AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY, CASCADE NATURAL GAS, WAVE BROADBAND, CENTURYLINK, EARTHLINK AND
ANY CABLE TELEVISION COMPANY, KITSAP COUNTY, CITY OF PORT ORCHARD, ANY OTHER PUBLIC OR PRIVATE UTILITY AND THEIR RESPECTIVE SUCCESSORS AND
ASSIGNS UNDER AND UPON ALL PROPERTY ABUTTING PRIVATE OR PUBLIC ROADWAYS WITHIN THE PLAT, AS DEPICTED HEREON; IN WHICH TO INSTALL, LAY,
CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPES, CONDUITS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE
PURPOSE OF SERVING THE SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, CABLE TELEVISION SERVICE AND OTHER
UTILITY SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE STREETS, LOTS, TRACTS AND SPACES AT ALL TIMES FOR THE PURPOSES STATED. ALL
PERMANENT UTILITY SERVICES SHALL BE PROVIDED BY UNDERGROUND SERVICE EXCLUSIVELY. THE LOCATION AND DIMENSIONS OF THESE UTILITY EASEMENTS ARE
SHOWN ON THE FACE OF THIS PLAT AND LABELED P.U.E. (PUBLIC UTILITY EASEMENT)
2. A PRIVATE WALL AND STORM DRAINAGE EASEMENT (S.D.W.E.) SHOWN HEREON OVER LOTS 171 THROUGH 182, 188 THROUGH 196, 198 THROUGH 2O7, 241
THROUGH 257, AND TRACTS 12-2A AND 12-2C IS HEREBY DEDICATED TO SAID LOT OWNERS. SAID LOT OWNERS SHALL BE RESPONSIBLE FOR THE
MAINTENANCE, REPAIR, AND RECONSTRUCTION OF THEIR PORTION OF THE WALLS AND DRAINAGE FACILITIES WITHIN SAID EASEMENT AND SHALL HAVE A RIGHT
OF ENTRY FOR THIS PURPOSE.
3. A 10' PRIVATE STORM DRAIN EASEMENT (S.D.E.) IS HEREBY DEDICATED OVER, UNDER AND UPON THE BURDENED/BENEFITED LOTS SHOWN ON SHEETS 4 AND 5.
SAID PRIVATE STORM DRAIN EASEMENT IS FOR THE PURPOSE OF INSTALLING AND MAINTAINING PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. THE LOT
OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THEIR PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENTS AND
SHALL HAVE A RIGHT OF ENTRY FOR THIS PURPOSE.
THE BURDEN/BENEFITED LOTS ARE: 177-181/178-182; 183-185/184-186; TR 12-2C,188/248; 190-191/189-190; 193-196/192-195; 197-198/198-199;
200-202/201-203; 204-206/205-207; 209/210; 213-215/212-214; 217-218/216-217; 220-222/219-221; 234/235; 236-238/237-239;
243-245/242-244; TR12-2C, 247/246-247; 249-251/250-251; 252/253; 258/259; 260/261; 262-263/263-264; 265-266/266-267; 268/269.
4. A RECIPROCAL PRIVATE SHARED ACCESS AND UTILITIES EASEMENT OVER TRACTS 12-2-15 THROUGH 12-2-23 FOR FUTURE DEVELOPMENT PURPOSES IS
HEREBY DEDICATED TO MCCORMICK DEVELOPMENT CORPORATION, MCCORMICK COMMUNITIES, LLC., AND THEIR SUCCESSORS & ASSIGNS. SAID OWNERS SHALL BE
RESPONSIBLE FOR THE CONSTRUCTION, MAINTENANCE, REPAIR, AND RECONSTRUCTION OF SAID EASEMENT FACILITIES CONNECTING SAID FUTURE TRACTS.
PUBLIC PEDESTRIAN ACCESS EASEMENT (P.P.A.E.) PROVISION
THIS PLAT IS SUBJECT TO A PUBLIC PEDESTRIAN ACCESS EASEMENT (P.P.A.E.) SHOWN HEREON OVER LOTS 179, 180, 187, 213, 214, 222, 234, 235, 255, 260 AND
261. SAID PUBLIC PEDESTRIAN ACCESS EASEMENT IS FOR THE PURPOSE OF ACCESSING MAIL BOX/KIOSK WITHIN SAID EASEMENT. THE 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.
SIGHT DISTANCE EASEMENT PROVISION
THIS PLAT IS SUBJECT TO A SIGHT DISTANCE EASEMENT SHOWN HEREON OVER LOTS 197, 208, 209, 222, 253, 254 AND 265. THE AREA WITHIN THE SIGHT
TRIANGLE SHALL BE SUBJECT TO RESTRICTIONS ON PLACEMENT OF POTENTIAL SIGHT OBSTRUCTIONS (SIGNS, TREES, FENCES, BUS SHELTERS, ETC.) TO MAINTAIN A
CLEAR VIEW ON THE INTERSECTION APPROACH. SIGHT OBSTRUCTIONS THAT MAY BE EXCLUDED FROM THESE REQUIREMENTS INCLUDE UTILITY POLES, REGULATORY
SIGNS. SIGHT OBSTRUCTIONS ARE SUBJECT TO REVIEW AND APPROVAL BY THE CITY ENGINEER.
PLAT NOTES
1. ALL EXTERIOR DIVISION 12 PHASE 2 PLAT CORNERS, INTERIOR REAR LOT CORNERS AND THOSE MARKED BY A REBAR SYMBOL HEREON ARE MARKED WITH A
1/2" REBAR WITH YELLOW PLASTIC CAP, STAMPED CORE 41299, UNLESS NOTED OTHERWISE. FRONT LOT CORNERS FOR LOTS IN DIVISION 12 PHASE 2 ARE
MARKED WITH A ROCK NAIL AND FLASHER, STAMPED CORE 41299, SET IN THE CURB LINE AND OFFSET ALONG THE LOT LINE PROJECTED FROM THE FRONT LOT
CORNER TOWARDS THE ADJACENT ROAD A DISTANCE OF 6.20 FEET UNLESS OTHERWISE NOTED IN THE LOT CORNER OFFSET TABLE. (SEE SHEET 3)
2. THE ENTIRETY OF THE MCCORMICK WEST DIVISION 12 PHASE 2 PROJECT IS BEING DONE UNDER THE DIRECT SUPERVISION OF GLENN R. SPRAGUE, LS#41299. THE
PROPERTY CORNER STAKING, INCLUDING THE OFFSET FRONT AND REAR LOT CORNERS, HAS BEEN DONE UNDER THE DIRECT SUPERVISION OF GLENN R. SPRAGUE,
LS#41299.
3. THE MCCORMICK WOODS ASSOCIATION WAS ESTABLISHED ON JULY 21, 1986, CORPORATION NO. 2-376064-8.
(CONTINUED ON SHEET 3)
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ANAL LAB �
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
JOB NO_ 20197
LU22-Plat Final-03
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
RECEIVED
Permit Center
SEP 22, 2022
City of Port Orchard
Community Development
MCCU"RMICK
WEST
�1V 1S1oN 12,
PHASE SHEET 3 OF A.A.
PORTIONS OF THE NW 1/4, NE 1/4, SE
1/4, SW
1/4 OF THE NW 1/4
& THE NW 1/4, SW 1/4 OF THE NE 1/4 &
THE NW 1/4, SW 1/4 OF THE SE 1/4 & THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE SW 1/4
OF SECTION 8, &
THE NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE NW 1/4 & THE NW 1/4 OF THE NE 1/4
& THE NW 1/4, NE 1/4
OF THE SW 1/4 OF
SECTION 17, BOTH OF TOWNSHIP 23 NORTH,
RANGE 1 EAST, W.M.
CITY OF PORT ORCHARD,
KITSAP COUNTY, WASHINGTON
PLAT NOTES - CONTINUED FROM SHEET 2
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.
7. THE PROPERTY OWNERS (WITHIN THE PLAT) SHALL BE RESPONSIBLE FOR 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
REAR LOT CORNER
OFFSET DISTANCE
171
5.00
171/172
5.00
172/173
5.00
173/TR12-2A
5.00
TR12-2A/174
5.00
174/175
5.00
175/176
5.00
176/177
5.00
177/178
5.00
178/179
5.00
179/180
5.00
LOTS
REAR LOT CORNER
OFFSET DISTANCE
180/181
5.00
181/182
5.00
182/183
5.00
188/189
3.00
189/190
3.00
190/191
3.00
191/192
3.00
192/193
3.00
3/194
3.00
4/195
L19
3.00
5/196
I 3.00
LOT/HOUSE NUMBER DESIGNATION TABLES
LOT
HOUSE
NUMBER
171
6039
GREAT
GLEN
ROAD
SW
172
6059
GREAT
GLEN
ROAD
SW
173
6079
GREAT
GLEN
ROAD
SW
174
6115
GREAT
GLEN
ROAD
SW
175
6135
GREAT
GLEN
ROAD
SW
176
6155
GREAT
GLEN
ROAD
SW
177
6175
GREAT
GLEN
ROAD
SW
178
6195
GREAT
GLEN
ROAD
SW
179
6229
GREAT
GLEN
ROAD
SW
180
6239
GREAT
GLEN
ROAD
SW
181
6249
GREAT
GLEN
ROAD
SW
182
6269
GREAT
GLEN
ROAD
SW
183
6279
GREAT
GLEN
ROAD
SW
184
6289
GREAT
GLEN
ROAD
SW
185
6295
GREAT
GLEN
ROAD
SW
186
6309
GREAT
GLEN
ROAD
SW
187
6317
GREAT
GLEN
ROAD
SW
188
6310
GREAT
GLEN
ROAD
SW
189
6296
GREAT
GLEN
ROAD
SW
190
6292
GREAT
GLEN
ROAD
SW
191
6282
GREAT
GLEN
ROAD
SW
192
6272
GREAT
GLEN
ROAD
SW
193
6252
GREAT
GLEN
ROAD
SW
194
6240
GREAT
GLEN
ROAD
SW
195
6230
GREAT
GLEN
ROAD
SW
196
6196
GREAT
GLEN
ROAD
SW
197
3780 SW ALAVA
COURT
198
3790 SW ALAVA
COURT
199
3800 SW ALAVA
COURT
200
6157
MARYMERE ROAD
SW
LOTS
REAR LOT CORNER
OFFSET DISTANCE
209/210
3.00
210/211
3.00
211/212
3.00
212/213
3.00
213/214
3.00
214/215
3.00
188/248
3.00
248/249
3.00
249/250
3.00
250/251
3.00
251/252
3.00
LOT
HOUSE NUMBER
201
6187 MARYMERE ROAD SW
202
6197 MARYMERE ROAD SW
203
6201 MARYMERE ROAD SW
204
6209 MARYMERE ROAD SW
205
6215 MARYMERE ROAD SW
206
6221 MARYMERE ROAD SW
207
6241 MARYMERE ROAD SW
208
6238 MARYMERE ROAD SW
209
6232 MARYMERE ROAD SW
210
6218 MARYMERE ROAD SW
211
3208 MARYMERE ROAD SW
212
6198 MARYMERE ROAD SW
213
6178 MARYMERE ROAD SW
214
6158 MARYMERE ROAD SW
215
6138 MARYMERE ROAD SW
216
3845 SW ALAVA COURT
217
3835 SW ALAVA COURT
218
3825 SW ALAVA COURT
219
3815 SW ALAVA COURT
220
3805 SW ALAVA COURT
221
3795 SW ALAVA COURT
222
3785 SW ALAVA COURT
234
6258 MARYMERE ROAD SW
235
6278 MARYMERE ROAD SW
236
6298 MARYMERE ROAD SW
237
6326 MARYMERE ROAD SW
238
6336 MARYMERE ROAD SW
239
6346 MARYMERE ROAD SW
240
6356 MARYMERE ROAD SW
241
6367 MARYMERE ROAD SW
LOTS
REAR LOT CORNER
OFFSET DISTANCE
252/253
3.00
253/254
3.00
255/256
5.00
256/257
5.00
257/258
5.00
265/266
3.00
266/267
3.00
267/268
3.00
268/269
3.00
LOT
HOUSE NUMBER
242
6351
MARYMERE
ROAD
SW
243
6341
MARYMERE
ROAD
SW
244
6331
MARYMERE
ROAD
SW
245
6291
MARYMERE
ROAD
SW
246
6271
MARYMERE
ROAD
SW
247
6251
MARYMERE
ROAD
SW
248
6320
GREAT GLEN
ROAD
SW
249
6340
GREAT GLEN
ROAD
SW
250
6358
GREAT GLEN
ROAD
SW
251
6364
GREAT GLEN
ROAD
SW
252
6376
GREAT GLEN
ROAD
SW
253
6392
GREAT GLEN
ROAD
SW
254
6398
GREAT GLEN
ROAD
SW
255
6339
GREAT GLEN
ROAD
SW
256
6353
GREAT GLEN
ROAD
SW
257
6361
GREAT GLEN
ROAD
SW
258
6375
GREAT GLEN
ROAD
SW
259
6389
GREAT GLEN
ROAD
SW
260
6397
GREAT GLEN
ROAD
SW
261
6407
GREAT GLEN
ROAD
SW
262
6415
GREAT GLEN
ROAD
SW
263
6423
GREAT GLEN
ROAD
SW
264
6431
GREAT GLEN
ROAD
SW
265
6420
MARYMERE
ROAD
SW
266
6410
MARYMERE
ROAD
SW
267
6400
MARYMERE
ROAD
SW
268
6388
MARYMERE
ROAD
SW
269
6366
MARYMERE
ROAD
SW
LOTS
FRONT LOT CORNER
OFFSET DISTANCE
216/217
1 6.50
A. a
:O
41299 q a
ssro�IST�g�'y�'
NA L L A�
y CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
'Con PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
JOB NO_ 20197
LU22-Plat Final-03
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
RECEIVED
Permit Center
SEP 22, 2022
City of Port Orchard
Community Development
6 5
7 �8
FOUND 1" IRON PIPE
THE NW CORNER SEC. 8,
TWP. 23 N, RGE. 1 E,
W.M., 0.2' ABOVE GRADE, I o
8' S OF EDGE GRAVEL RD. 4
VISITED 2020-10-02 00
y.
n
7
18
17
SURVEY NOTES
J
MCCORMICK
WEST
�IV lr•,lolr
12
DHt-1SE
2 SHEET 4 OF -1--1-
PORTIONS OF THE NW 1/4, NE 1/4, SE
1/4, SW
1/4 OF THE
NW 1/4
&THE NW 1/4, SW 1/4 OF THE
NE 1/4 &THE
NW 1/4,
SW 1/4 OF THE SE 1/4 &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE SW 1/4
OF SECTION
8, &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE NW 1/4
&THE NW 1/4 OF THE NE 1/4
& THE NW 1/4, NE 1/4
OF THE SW
1/4 OF
SECTION 17, BOTH OF TOWNSHIP
23 NORTH,
RANGE 1 EAST, W.M.
CITY OF
PORT ORCHARD,
KITSAP COUNTY, WASHINGTON
264.93
N88'35'11"W 2582.13
N88'35'11'W
N59.�,� 82.50
108.58
N117656'W
361.02
PARCEL 2 - BLA
6,760,869t SF
BLA VOL 92 PG 244
AFN 202103180067
FOUND 1" IRON PIPE W
PVC/T-BAR WITNESS POST &
MAG NAIL W/ WASHER "HGG
TRAV PELS 6422" IN BEARING
STUMP TO SW
LAST VISITED 2022-05-11
1786.35
OLD CLII
N8835'11'W 801.02
R=1402.53
EXISTING BOUNDARY DETAIL
ROAD
L=93.05 g
TRACT 1T
1,813,210t SF
MCCORMICK WEST
DIVISION 11
S
PARCEL 3 - BLA
2,426,575t SF
BLA VOL 92 PG 244
AFN 202103180067
AFN 202203140148 Z
N1175'35'W
i19258
N7549'0s.
W 118�94
SEE SHEET 6 FOR
(� INTERSECTION
EASTERLY OF HERE
PUBLIC ROAD DEDICATED
AS PART OF MCCORMICK
WEST DIVISION 11
NBBZW11 V 446.00
0111
z
z
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)
.N8T02'01"W 2638.80_
Ir 1696.65-r�-94215-- - -
I 8 9
,
I FOUND WITNESS MARKER LABELED
"SECTIN87WI70W �PM�G�P�S� / I REB ROW/ OCAPESTAMPED /ASPEN
205.07 MO�� p\��D%�ob"o CONTROL" AT NE CORNER SEC. 8,
PFN 2p2 / I TWP. 23 N, RGE. 1 E, W.M.,
VISITED 2020-10-02
N012744'E
166.00 / 00
I
' I I
' I I
/ I `� tiN � PM26 QG 3R
)i 'N��
ti
\ / CALCULATED E 1/4 QTR COR
PC� 1:SST \ / NOT VISITED
= MooRax N\
9
A/4
-�/OR
I r \ Iz
�� oRM\OK 1 1 co
CD
L1 �105W56-W (R) SEE SHEET 4 FOR
r INTERSECTION
/ SOUTHERLY OF HERE
W 11-5 N18W39
150.00
'IN
N1 TM48'W
41.42 I
L12 L4
I
R=347.00
3=457W39'
L=274.62
TRACT 1G ��
791,429f SF
MCCORMICKWEST
DIVISION 2e1� �PGO\v p I
202203140148 Mod 6 Q�'29 I
49 L8
�1
LINE TABLE
LINE #
BEARING
LENGTH
L1
N78'46'26"W
4.99
L2
N11'13'34"E
105.00
L3
N78'46'26"W
198.87
L4
N79'19'51"E
98.65
L5
N18'00'39"W
28.67
L6
N71'59'21"E
105.00
L7
L8
N44'14'54"E
N88'56'22"W
6.75
11.70
L9
N52'52'17"W
478.26
L10
N25'36'04"E
309.37
L11
N37'47'02"E
77.10
L12
N0011'03"W
92.57
L13
N42'51'09"E
175.00
L14
N28'43'33"W
117.70
L15
N01'55'17"E
109.99
L16
N56'16'42"E
73.83
L7
.s I N FOUND 3" BRASS DISK STAMPED "WASH
DNR" & "1982" & S-T-R DATA
5.5' W. OF ASPHALT CART PATH
EXISTING INGRESS, EGRESS & UTILITIES EASEMENT LAST VISITED 2022-06-28
C. N0. 200102090007
229 - - - - - _
7.29 8 9
\ 16
\ N88'56'22"W 5212.56 -1
\_ --TO BE DEDICATED AS 17
PUBLIC RIGHT-OF-WAY
TO THE CITY BY SCALE: 1" = 400'
P SEPARATE INSTRUMENT 1 0 200 400 800
TRACT 3P�o\v 5 0-65 I i
MCA PGS
- - - - - - - - - - - - - - SEE SHEET 5 - - - - - - - - - - - - - - -
TRACT 1
1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN
TITLE INSURANCE COMPANY, SUBDIVISION GUARANTEE NO. 5003353-0003368E, EFFECTIVE
DATE JULY 1, 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 RAT10S OF THE TRAVERSE MET
OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS
AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S
SPECIFICATIONS.
3. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT AS
RECENTLY AS JUNE, 2022.
4. ALL DISTANCES ARE IN US FEET AT GROUND LEVEL.
17
SEE SHEET 7 FOR
INTERSECTION
NORTHERLY OF HERE
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
C1
347.00
1714'30"
104.42
C2
25.00
58'33'04"
25.55
C3
90.00
31'25'56"
49.37
C4
25.00
54'24'43"
23.74
C5
670.00
3'03'29"
35.76
C6
1009.00
12'46'22"
214.54
C7
718.00
37'58'05"
475.80
C8
616.00
7'14'35"
77.87
C9
25.00
94'10'02"
41.09
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
�Zy R Sph,9
wag �- y CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
co
PLANNING
•.p 41299 q • q DESIGN SURVEYING
tSsf�CIST%: �;O
ANAL LAB 72700 NE 195th St, Suite 300 Bothell, Washington 98071 425.885.7877
JOB NO_ 20:3
J:\2020\20197\Survey\Plat\Final\DIV 12\PHASE 2\x20197 FP DIV 12 PH 2.dwg, 9/12/2022 2:14:36 PM, hpawley, ARCH_C_(18.00_x_24.00_Inches), 1:1 LU22-Plat Final-03
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
RECEIVED
Permit Center
SEP 22, 2022
City of Port Orchard
Community Development
MCCORN��C�
BEST
DIvI�ION
�
�-
PHASE
SHEET 5 OF 11
PORTIONS OF THE NW 1/4, NE 1/4, SE
1/4, SW 1/4
OF THE NW 1/4
&THE
NW 1/4, SW 1/4 OF THE NE 1/4 &THE
NW
1/4,
SW 1/4 OF THE SE 1/4 &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE SW 1/4
OF SECTION 8, &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE NW
1/4
&THE NW 1/4 OF THE NE 1/4
& THE NW 1/4, NE 1/4 OF
THE SW 1/4 OF
SECTION
17, BOTH OF TOWNSHIP 23 NORTH,
RANGE 1
EAST, W.M.
CITY OF PORT ORCHARD,
KITSAP COUNTY, WASHINGTON
FOUND PUNCHED 2-1/4-
BRASS DISK STAMPED "R.M.
MCGINNIS & ASSOC., INC. RPLS
9398" & STIR DATA
1.75' SW OF FENCE CORNER W/
4WHITE PVC WITNESS POST
0.5' E & 1-1/4" IRON PIPE W/
TACK & WASHER
SO4'56'05"W 1.58' & 1.3'
E. OF BWF
LAST VISITED 2022-06-28
18 N88'10'22"W 2650.82
REFERENCES
18 ��
17
0 0
MIN
�j
NOT FOUND
18 17
C
O
00
N 040
W I I-
ro O
O I N
of
0
z
18 17
19 20
PARCEL 2 - BLA
FOUND 1" IRON PIPE W
PVC/T-BAR WITNESS POST &
MAG NAIL W/ WASHER "HGG
TRAV PELS 6422" IN BEARING
STUMP TO SW
LAST VISITED 2022-05-11
1786.35
1303.13
TRACT 1
860,812f SF
LAND SEG
AFN 200010310145
NMU12V 1305.97
TRACT 2
862,684t SF
LAND SEG
AFN 200010310145
N8852'05'W 1308.80
TRACT 5
864,558t SF
LAND SEG
AFN 200010310145
N88 49'56'W 1311.63
TRACT 6
866,421t SF
LAND SEG
AFN 200010310145
EXISTING BOUNDARY DETAIL
�Q
9
m
1314.47
N88 47'S0'W 1914.46
TRACT 7
1,166,749t SF
LAND SEG
AFN 200010310145
N8753'44"W 1922.24
SEE SHEET 4
r
t
i
NOT FOUNDS
1612.14
TRACT 3
1,397,075t SF
LAND SEG
AFN 200010310145
N8836225W 1048.98
TRACT 4
1,141,373f SF
LAND SEG
AFN 200010310145
N88 47'5O'W 602.51
17
C� P
M �'0 T9
v0� T
EXISTING INGRESS, EGRESS & UTILITIES EASEMENT
REC. NO. 200102090007
2297.29 —
TO BE DEDICATED AS
PUBLIC RIGHT-OF-WAY
J� v TO THE CITY BY
•8 P SEPARATE INSTRUMENT
2� T6 N,GQSS. 60�
JOB
P
M6QGS,60
A
C"
w
POD 9 6 p 1
GW ' \
/ M QOS
Z52
S REORw o
0
\osO? C
FOUND 2" PIPE RUSTED AT GROUND LEVEL W/ REMNANT LAYING ON GROUND
BEARING TREES:
FOUND NAIL & WASHER IN BURN MARK ON TREE S3458'40"E 6.73'
FOUND NAIL & WASHER "HGG TRAV PELS 6422"IN BURN MARK ON TREE
N82'17'31"W 23.31'
LAST VISITED 2022-05-20
— N88'26'17"W 2638.19
1. BOUNDARY LINE ADJUSTMENT, KITSAP CO. AFN 202103180067
2. MCCORMICK WEST DIVISION 11 , KITSAP CO. AFN 202203140148
3. MCCORMICK WEST DIVISION 12, PHASE 1, KITSAP CO. AFN 202205260007
4. MCCORMICK WOODS DIVISION 4, KITSAP CO. AFN 9001220046
5. MCCORMICK WOODS DIVISION 5, KITSAP CO. AFN 9007230049
6. MCCORMICK WOODS DIVISION 6, KITSAP CO. AFN 9010150090
7. MCCORMICK WOODS DIVISION 8, KITSAP CO. AFN 9310040271
8. MCCORMICK WOODS DIVISION 9, KITSAP CO. AFN 9406200129
9. MCCORMICK WOODS DIVISION 9A, KITSAP CO. AFN 3057235, VOL. 29, PGS. 228-233, DATED 12/16/1997
10. LAND CORNER RECORD, AFN 9104260151
11. RECORD OF SURVEY, AFN 3057638, DATED 12/17/1997
12, RECORD OF SURVEY, AFN 8201140045
13, RECORD OF SURVEY, AFN 200304080051
14. RECORD OF SURVEY, AFN 8801210060
15. RECORD OF SURVEY, AFN 1073584, DATED 6/3/1974
16. RECORD OF SURVEY, AFN 200812080141
17. LAND CORNER RECORD, AFN 9104260152
18. LARGE LOT SUBDIVISION NO. 251, AFN 200501100238
SCALE: 111 = 400'
0 200 400 800
FOUND 2" IRON PIPE UP 1.0'
LAST VISITED 2022-05-20
—ilp'14- — — —
20
I
FOUND 3" BRASS DISK STAMPED "WASH
DNR" & "1982" & S-T-R DATA
5.5' W. OF ASPHALT CART PATH
LAST VISITED 2022-06-28
8 9
16
N88'56'22"W 5212.56 17
1
I
FOUND 3" PUNCHED BRASS DISK STAMPED
"WASHINGTON DEPT NATURAL RESOURCES"
"1982" & STIR DATA W/ 2" PINCHED PIPE
WITNESS POST LAYING ON GROUND NEARBY
BEARING TREES:
12" FIR N41'02'43"W 11.93,
14" FIR S75'23'00"E 25.09'
LAST VISITED 2022-05-20
17 16
CO
Ln
cc
NN
W l
N
QIIr
zl
FOUND TACK & WASHER IN 4" SQUARE
CONC. MON. UP 0.4' W/ ALUM. DNR PLATE
ATTACHED & 2" IRON PIPE WITNESS POST
UP 1.0,
BEARING TREE:
12" FIR S30'58'54"E 19.39'
N88'47'39"W 2549.14 LAST VISITED 2022-05-20 I1
— — 17 16
— — 20 21
RW
F As•'•C
��. �.� CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
: o0 'Con PLANNING
412q •' DESIGN SURVEYING
�sf �*AL LAO��
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
JOB NO_ 20197
LU22-Plat Final-03
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
RECEIVED
Permit Center
SEP 22, 2022
City of Port Orchard
Community Development
MCCU"RMICK
BEST
DIVISION �
�
SHEET 6 OF 11
PHASE�'
PORTIONS OF THE NW 1/4, NE 1/4, SE 1/4, SW 1/4
OF THE
NW 1/4
&THE NW 1/4, SW 1/4 OF THE NE 1/4 &THE
NW
1/4,
SW 1/4 OF THE SE 1/4 &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF THE SW 1/4
OF SECTION
8, &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE NW
1/4
&THE NW 1/4 OF THE NE 1/4
& THE NW 1/4, NE 1/4 OF
THE SW
1/4 OF
SECTION 17, BOTH OF TOWNSHIP 23 NORTH,
RANGE 1
EAST, W.M.
�
CITY OF
PORT ORCHARD,
KITSAP COUNTY, WASHINGTON
A(--
LO
N78-46'26" W_� -�_ _ - Ms
oa
0
N78 46 2` 285.91
UN 38.08
ws
- _ R OS/DE STREEJ
R=190.00 „
ao A=23'10'07
L=76.83
1V 18 46 26 "W 127 62
N
® FOUND CITY OF PORT ORCHARD STANDARD MONUMENT W/ PUNCH STAMPED "41299"
® 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, SEE REAR LOT CORNER OFFSET TABLE, SHEET 3
E.P EASEMENT PROVISION, SEE SHEET 2
P.U.E PUBLIC UTILITY EASEMENT, SEE E.P 1
S.D.E PRIVATE STORM DRAIN EASEMENT, SEE E.P 3
S.D.W.E PRIVATE STORM DRAIN AND WALL MAINTENANCE EASEMENT, SEE E.P 2
P.P.A.E 2.5' X 8' 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
10' EXISTING P.U.E --\
\
N18@00'390W
28.67
A=23'41'24" L=186 89
I�
I �
\ �c00R2� QNP56 �p1
10' EXISTING \10
\ P.U.E
f A
\
00
0
rn
N C
T
r/
Q
!Q.
R=473.00 A=29'48�3�2�9-
A=27'44 52"
L=229.07 Cjj
A=17'26'51" L=150.43 �•�V13"
SEE SHEET 7
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
C1
242.00
213'55"
9.43
C31
200.00
0'44'43"
2.60
C32
25.00
87'56'18"
38.37
C33
25.00
76'53'57"
33.55
C34
50.00
3712'57"
32.48
C35
50.00
13'54'28"
12.14
SCALE: 1" = 40'
0 20 40 80
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
C36
452.00
1'37.04"
12.76
C37
25.00
90'36'48"
39.54
C38
1 200.00
8'04'46"
28.20
C63
242.00
7'05'51"
29.98
C64
25.00
84'54'54"
37.05
C65
494.00
4*56'16"
42.57
PST 1F ORP\NPOE
SQPCEI
dO 1A000 Q\� 1,,140,Aa
10' S.D.W.E
LINE TABLE
LINE #
BEARING
LENGTH
L6
N 79'01'02"W
15.75
L14
N12'39'24"W
29.42
� R SPA
CIVIL ENGINEERING
x
z. LANDSCAPE ARCHITECTURE
PLANNING
299 �.'� DESIGN SURVEYING
L LAO 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
JOB NO_ 20197
LU22-Plat Final-03
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
RECEIVED
Permit Center
SEP 22, 2022
City of Port Orchard
Community Development
MCCORMICK
WEST
DIVISI
ON 12,
PHASESHEET
7 OF -IL-IL
PORTIONS OF THE NW 1/4, NE 1/4, SE
1/4, SW 1/4
OF THE NW 1/4
&THE
NW 1/4, SW 1/4 OF THE NE 1/4 &THE
NW
1/4,
SW 1/4 OF THE SE 1/4 &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE SW 1/4
OF SECTION 8, &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE NW
1/4
&THE NW 1/4 OF THE NE 1/4
& THE NW 1/4, NE 1/4 OF
THE SW 1/4 OF
SECTION
17, BOTH OF TOWNSHIP 23 NORTH,
RANGE 1
EAST, W.M.
CITY OF PORT ORCHARD,
KITSAP COUNTY, WASHINGTON
O
l 5'
o / r
TRACT 12-213
/# u / 24,797t SF o r
OPEN SPACE
rn h
h k / r
O r r
10' S.D.
/ r r
/ r r
r r
/ / r 5'
A=15'13'17 i r �o r 11.06 N6os'6'
L=121.67
211
5,290f SF
/ r r �
r �
/ 210 00
5,372t SF
LEGEND
® FOUND CITY OF PORT ORCHARD STANDARD MONUMENT W/ PUNCH STAMPED "41299"
® 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, SEE REAR LOT CORNER OFFSET TABLE, SHEET 3
E.P EASEMENT PROVISION, SEE SHEET 2
P.U.E PUBLIC UTILITY EASEMENT, SEE E.P 1
S.D.E PRIVATE STORM DRAIN EASEMENT, SEE E.P 3
S.D.W.E PRIVATE STORM DRAIN AND WALL MAINTENANCE EASEMENT, SEE E.P 2
P.P.A.E 2.5' X 8' 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
SEE SHEET 6
5' l I
r /
10' S.D.W.E rr r� 5/
200
P, P"A. E DETAIL
V
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
C2
842.00
0'22'51"
5.60
C3
842.00
1'23'20"
20.41
C4
605.00
215'58"
23.93
C28
458.00
4'26'32"
35.51
C29
558.00
426'32"
43.26
C30
458.00
443'10"
37.73
C39
800.00
1'35'02"
22.12
C40
700.00
1'35'02"
19.35
C41
700.00
4'00'27"
48.96
C42
700.00
4'00'27"
48.96
C43
700.00
4'00'27"
48.96
C44
700.00
1'36'53"
19.73
C45
800.00
1'36'53"
22.55
C49
647.00
1'40'51"
18.98
C50
747.00
3'00'34"
39.24
SCALE: 111= 40'
0 20 40
P.P.A.E DETAIL
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
C57
847.00
3'00'34"
44.49
C59
700.00
1 0'26'22"
5.37
C60
600.00
0'26'22"
4.60
C61
600.00
0'41'20"
7.21
C62
700.00
0'41'20"
8.42
C67
25.00
2'47'48"
1.22
LINE TABLE
LINE #
BEARING
LENGTH
L1
N4414'54"E
6.27
L5
N4414'54"E
20.09
L7
N4414'54"E
20.09
L13
N45'01'35"E
99.70
t
ly R Sph,
yw •og WAs
,�`�'' CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
A con PLANNING
41299 ' �� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
JOB NO_ 20197
LU22-Plat Final-03
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
RECEIVED
Permit Center
SEP 22, 2022
City of Port Orchard
Community Development
MCCORMICK
WEST
DIVISI
ON 12,
PHASESHEET
8 OF —IL—IL
PORTIONS OF THE NW 1/4, NE 1/4, SE
1/4, SW 1/4
OF THE NW 1/4
&THE
NW 1/4, SW 1/4 OF THE NE 1/4 &THE
NW 1/4,
SW 1/4 OF THE SE 1/4 &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE SW 1/4
OF SECTION 8, &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE NW 1/4
&THE NW 1/4 OF THE NE 1/4
& THE NW 1/4, NE 1/4 OF
THE SW 1/4 OF
SECTION
17, BOTH OF TOWNSHIP 23 NORTH,
RANGE 1 EAST, W.M.
CITY OF PORT ORCHARD,
KITSAP COUNTY, WASHINGTON
P,P,A.EDETA/[
I,
SEE SHEET 7
/ 1
/ 10' P.U.E h"�' / 10' P.U.E
209 / ,0 204
/•
SCALE: 1" = 40' /, c,,\ 6.74 ti"s, 10' S.D.E
0 20 40 80 ,�1•/ ' 5063 oo /
ti o S1 \
'°o \ N 208
C68 �8,�0 5,174f SF ,' / 205
/N37"47f02*E� �� �y SIGHT DISTANCE 6.74 G 9 EASEMENT L13
77.10 / N� 8g6 � �? c22 C25 q / 10' S.D.E
/
�bo, � � c67
F y
C24 !O 206
Cot
r �' / r°o• NS 660 "94 A=85.36
r�ti QC�
L
LEGEND
234 N � 207
6,278f SIF a Pr189
�
lb
10' S.D.E ?�• / °� / '�/ �/
�0000 / ��"° �o.��' �o� / 10' S.D.E
235 10' P.U.E / off' r ° / 247
per• / 6,268t SF P.P.A.E ti / / 7,884t SF 10' S.D.W.E 188 /
SEE DETAIL
Q/ BELOW RIGHT
/V60O 10, S.D.E
v 3 n ,h 1�' ri 0 0•�
/ ary o '0.00
5' 248 / ���
236
246 *� 7,483t SF
/ 6,268t SF ///moo,• ^ / 6,277t SF �� /i 10' P.U.E
Off
V / N
p �o' S6' 1, 0 0 o f ,
oo. N63SB o0 cb• �'� ,o y,
or
o '00 a �ry / 70000
I Cb
00 /o ^o
249
237 o ,( ,
6,268t SF / ,�°` C 6 2245 sF / 6,368t SF
o
cO
O cps / 8¢90 SEE I
UPPE
N6�• 10' S.D.E / ary / oo. / 7S'`y ri` ri' a oo°` °` 100 f/ •O°
4534" v / '000 00 C �� -
W 10 v is / 0°p °r
250 / ��P / 8,09E
238 / o / 244 ^ 0;1 ' ; 6,368f SIF /
6F / / 6,277t SF /^�:tio ,268t S* / / �051
10' S.D.E o �oo'D N640308w / /b '(��, n'b`'`�NS6o0.
00 h r " / cb40
00
W 100 00
256
251 / a" o`' / 6,697t SF
/ / 243 0� ; 6,368t SIF
39 / o / 6,277f SF ^v^.,o // /i'o /c/o`� v /
'lay
N722�4610�00 //o ,�"' r0s°0 % o
l / l .00 Cd
l 21, l � h ,� o / 257
/ 21' / ; ; v „ 252 / / 6,697t SF �^ o
/ 242 / 6,368f SIF / h /
10' S.D.E
10' P.U.Ec.�„
h v'15'W l to
1Qp 0p l r V / 105. 0
0
10' S.D.E 258 N:
6,697f SF h
253 10' P.U.E /
I 241
5
I \ ' 105.00 v
10' S.D.W.E 10' P.U.E
21 21' l — 259— — — —
SEE SHEET 9
( FOUND CITY OF PORT ORCHARD STANDARD MONUMENT W/ PUNCH STAMPED "41299"
® 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, SEE REAR LOT CORNER OFFSET TABLE, SHEET 3
E.P EASEMENT PROVISION, SEE SHEET 2
P.U.E PUBLIC UTILITY EASEMENT, SEE E.P 1
S.D.E PRIVATE STORM DRAIN EASEMENT, SEE E.P 3
S.D.W.E PRIVATE STORM DRAIN AND WALL MAINTENANCE EASEMENT, SEE E.P 2
P.P.A.E 2.5' X 8' 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
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
C20
25.00
35*29'14"
15.48
C21
C22
25.00
25.00
53'07'48"
9012'18"
23.18
39.36
C23
25.00
88'35'55"
38.66
C24
25.00
52'02'07"
22.70
C25
25.00
33'34'32"
14.65
C26
889.00
1'52'14"
29.02
C27
989.00
2'45'26"
47.59
C67
25.00
2'47'48"
1.22
C68
718.00
111'47"
14.99
LINE TABLE
LINE II
BEARING
LENGTH
L7
N4414'54"E
20.09
L10
N13'00'29"E
13.53
L13
N45-01-35"E
1 99.70
4' 187
2.5' /
255
191
10' S.D.E--� I
190
�h
TRACT 12-2D w
19,536t SF o�Cd
OPEN SPACE
P. P.A. E DETAIL
/ 2.5'
/ 23.19
8'
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
JOB NO_ 20197
LU22-Plat Final-03
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
RECEIVED
Permit Center
SEP 22, 2022
City of Port Orchard
Community Development
MCCORMICK
WEST
DIVISION
� 2.
PHASESHEET
9 OF 11
PORTIONS OF THE NW 1/4, NE 1/4, SE
1/4, SW 1/4
OF THE NW 1/4
&THE
NW 1/4, SW 1/4 OF THE NE 1/4 &THE
NW
1/4,
SW 1/4 OF THE SE 1/4 &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE SW 1/4
OF SECTION 8, &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE NW
1/4
&THE NW 1/4 OF THE NE 1/4
& THE NW 1/4, NE 1/4 OF
THE SW 1/4 OF
SECTION
17, BOTH OF TOWNSHIP 23 NORTH,
RANGE 1
EAST, W.M.
CITY OF PORT ORCHARD,
KITSAP COUNTY, WASHINGTON
I
1
1
d' I5.00
.3-
3.74
WI
tn
SCALE: 1" = 40'
0 20 40
SEE
l l i i
l l i i
0
243 i i 251
/N
21' o / i
/ 21' 252
6 2242 SF ^ M % 10' S.D.E /
o m
/10' P.U.E n r ) i l
% ^ / N265g31"W 1p0d6 r� cNl j
h
253 10' P.U.E c'O
6,386f SF
LO
n / U
o I 241 /
0 " \ 8,115t SF 5'
o. �' �� \ t� o B7S'09. C54
,n W
R=600.00 �r ^
a.
fir �8'O1'38" 10' S.D.W.E
� L=84.06 i 21,
a4'29'26" L=54.86
S3� ' 254
7,593t SF o$
A99 �+j� Y�FR��s823 \ 10' P.U.E L11
h
D.E \ SIGHT DISTANCE
�J23 06 EASEMENT / N
bps \ -
,moo 82
C66 - o
\ \ 60069 � ¢S9� ti C55 co
ii
v o-,
267 00 g
6,313t SFP
10' S.D.E
o a /
a r 266 ho �_ cl� o n
15)
C
wry
10, P
\ � _ moo•//
17 - - - - - _ - L2
DEDICATED PUBLIC
RIGHT OF WAY UNDER
�.\ SEPARATE INSTRUMENT /
LEGEND
® FOUND CITY OF PORT ORCHARD STANDARD MONUMENT W/ PUNCH STAMPED "41299" P.P,A.E DETAIL/
® SET CITY OF PORT ORCHARD STANDARD MONUMENT /
8' /
• SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" /
*• SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CORE 41299" ALONG PROPERTY LINE
OFFSET FROM REAR PROPERTY CORNER, SEE REAR LOT CORNER OFFSET TABLE, SHEET 3 2 5' l 260
E.P EASEMENT PROVISION, SEE SHEET 2 sty R Spj?
P.U.E PUBLIC UTILITY EASEMENT, SEE E.P 1 � 4 // \ vv �� WARN
S.D.E PRIVATE STORM DRAIN EASEMENT, SEE E.P 3 Fv
S.D.W.E PRIVATE STORM DRAIN AND WALL MAINTENANCE EASEMENT, SEE E.P 2 / 261 41
41299 4�q,� .�
P.P.A.E 2.5' X 8' PUBLIC PEDESTRIAN ACCESS EASEMENT, SEE E.P sr • I s T ' • �✓�
LAO
R-O-W RIGHT OF WAY TO BE DEDICATED TO CITY OF PORT ORCHARD UPON RECORDING OF THIS
PLAT
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
C6
605.00
1'08'04"
11.98
C7
742.00
2'38'37"
34.24
C8
500.00
1'08'04"
9.90
C9
25.00
81'53'55"
35.73
C10
25.00
98'06'06"
42.80
C11
700.00
1'23'38"
17.03
C12
25.00
88'36'22"
38.66
C13
86.00
12'40'22"
19.02
C14
86.00
24'41'01"
37.05
C15
86.00
21 *52'16"
32.83
C17
86.00
15'26'48"
23.19
C18
358.00
2'32'40"
15.90
C19
989.00
1'3500"
27.33
C51
647.00
2*28'16"
27.91
C52
747.00
228'16"
32.22
C53
600.00
112'14"
12.61
C54
700.00
217'08"
27.92
C55
25.00
9914'35"
43.30
C66
25.00
56'45'42"
24.77
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
'Can PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
JOB NO_ 20197
LINE TABLE
LINE #
BEARING
LENGTH
L2
N88'56'22"W
11.70
L3
N13'00'29"E
13.53
L4
N13'42'05"E
10.25
L9
N13'00'29"E
13.53
L10
N13'00'29"E
13.53
L11
N22'54'40"E
75.46
L12
N18'25'54"E
18.01
LU22-Plat Final-03
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
RECEIVED
Permit Center
SEP 22, 2022
City of Port Orchard
Community Development
MCCU"RMICK
WEST
7y��T��orT12,
��
1 lv
�SHEET 10 OF 11
PHASE
PORTIONS OF THE NW 1/4, NE 1/4, SE
1/4, SW 1/4 OF THE NW 1/4
&THE
NW 1/4, SW 1/4 OF THE NE 1/4 &THE
NW 1/4, SW 1/4 OF THE SE 1/4 &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE SW 1/4 OF SECTION 8, &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE NW 1/4 &THE NW 1/4 OF THE NE 1/4
& THE NW 1/4, NE 1/4 OF THE SW 1/4 OF
SECTION
17, BOTH OF TOWNSHIP 23 NORTH,
RANGE 1 EAST, W.M.
CITY OF PORT ORCHARD,
KITSAP COUNTY, WASHINGTON
PROPOSED TRACT BOUNDARY DETAIL
6 5 _ _
N88'35'11 "W 2582.13
-
OLD CLIFTON RO
7 8 R=1402.53
-
- - -
�48 3Y21'
L=1188.59
�a
N8835'11'W 801.02
�1p8
FOUND 1" IRON PIPE ®
" L
r,
C1 N01'24'39"E (R)
THE NW CORNER SEC. 8,
TWP. 23 N, RGE. 1 E.
W.M., 0.2' ABOVE GRADE, I
8' S OF EDGE GRAVEL RD.
o
TRACT 12-2-15
8
VISITED 2020-10-02
"
N
1,374,989t SF
o
FUTURE DEVELOPMENT
A,,
�
MCP'
z
N83'31'20"E 93.97
q
TRACT 12-246
_
s
N28.43'33'W
1,886,510f SF
FUTURE DEVELOPMENT
J L3 L4 L6
a
117.70
D
�2 2�
VILO
FZ
.1 I
109.99
N5616'428E
73.83
w
LO d
co 0
z
L16 v LS
L14 �15 i;
532.38
C4
L12 �1'�
L10
N85'19'05"E ��
� L9
C12
C13 G1
R=615.00
A--7'57'40"
L=85.06
TRACT 12-2-21
2,325,984t SF
555.22 FUTURE DEVELOPMENT
N89'36'57"E
N09'09'44"E
87.70
N07'07'22"E
133.78
CALCULATED W 1/4 CORNER
PER ROS 9406230031
NOT VISITED
�1
N29'09'17"W
�N77-35-43"W (R)
TRACT 12-2-23
1,702,469t SF
FUTURE DEVELOPMENT
c�
N54-51-19"W (R)
N88'57'13"E 1034.58 S
s" 4��>> N37'28'15"E
98.86
N39'17'42"E
87.19
N52'52'25"W
70.05
S
�LSoAA Aso
TRACT 12-2-22
3,629,336t SF
FUTURE DEVELOPMENT
L19
FOUND 1" IRON PIPE W
PVC/T-BAR WITNESS POST &
MAG NAIL W/ WASHER "HGG
TRAV PELS 6422" IN BEARING
STUMP TO SW ti
LAST VISITED 2022-05-11 ����.°'
515.79
N89'02'13"W
16
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)
iiii - - - - - NEN87'02'01"W 2638.80
N87100'170W
205.07
N0177'44"E
166.00
NW.11'YII
446.00
�C5
//-C6 C10
C8
Cg
�C7
N3218'32'E
0.71 w
L11
-N24'05'43"W (R) &
14V (RPO� 155�
o�1A01r�
/ SEE SHEET 4 FOR
BOUNDARY DIMENSIONS
SEE SHEETS 6-9
FOR PROPOSED LOTS
NOT FOUND F
N8836'22"W 112&93 17
M��ORpN 111A0,
PFN 2°Z2°�
0 P
M w2 6\P� 2g
EXISTING INGRESS, EGRESS & UTILITIES EASEMENT
REC. NO. 200102090007
ry ry TRACT 12-247
a� TRACT 12-2-18
o 6\P0. 0°
---------- ---- ------
SEE SHEET 11
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
C1
1402.53
316'37"
80.21
C2
500.00
9'38'31"
84.14
C3
425.00
28*17'58"
209.92
C4
615.00
2'25'34"
26.04
C5
545.00
5'03'33"
48.12
C6
25.00
871537"
38.07
C7
25.00
103'33'09"
45.18
C8
545.00
41'46'01"
397.29
C9
500.00
4'44'21"
41.36
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
C10
715.00
8'53'57"
111.05
C11
577.00
14'02'49"
141.46
C12
347.00
14'07'30"
85.55
C13
25.00
77'51'34"
33.97
C14
615.00
17'22'58"
186.58
C15
615.00
27*46'12"
297.68
C16
735.00
20'42'26"
265.64
C17
1200.00
28'01'18"
586.89
TO BE DEDICATED AS
PUBLIC RIGHT-OF-WAY
TO THE CITY BY
SEPARATE INSTRUMENT
8
`FOUND WITNESS MARKER LABELED
"SECTION CORNER" AND 1/2"
REBAR W/ CAP STAMPED "ASPEN
CONTROL" AT NE CORNER SEC. 8,
+O I TWP. 23 N, RGE. 1 E, W.M.,
VISITED 2020-10-02
Chi
0
I
SCALE: 1" = 400'
0 200 400 800 j
I
I
P I
PM�N� GMT
zNa 26 e •
v0�•
I
CALCULATED E 1/4 QTR COR
NOT VISITED
T9
I
I�
Cq
Z
w
i�
�r
00
o
/ 1z:
i
I
I
f� I
FOUND 3" BRASS DISK STAMPED "WASH
DNR" & "1982" & S-T-R DATA i
5.5' W. OF ASPHALT CART PATH
LAST VISITED 2022-06-28
8 9
16
17
i
I
LINE TABLE
LINE #
BEARING
LENGTH
L1
N06'28'40"W
88.12
L2
N74'59'10"E
140.51
L3
N84'55'03"E
154.72
L4
N88'34'57"W
157.00
L5
N01'27'38"E
140.00
L6
N88'34'57"W
54.99
L7
N01'25'03"E
11.40
L8
N26'52'55"W
253.11
L9
N31'34'51"W
18.81
L10
N29'09'17"W
70.00
L11
N79'37'23"E
49.01
L12
N77'36'46"E
159.83
L13
N68'37'36"E
84.30
L14
N76'12'53"E
138.79
L15
N69'07'43"E
197.04
L16
N80'59'46"E
99.45
L17
N22'41'53"W
244.95
L18
N33'06'43"E
309.69
L19
N42'41'29"W
78.86
11. R. • SPh'9 �
.o'I WAs �. °
CIVIL ENGINEERING
A LANDSCAPE ARCHITECTURE
x:
PLANNING
.� 41299 q. DESIGN SURVEYING
. �.
ANAL LAB 72100 NE 195th St, Suite 300 Bothell, Washington 98071 425.885.7877
JOB NO_ 20197
LU22-Plat Final-03
DocuSign Envelope ID: 038468B1-E34D-48A9-9E58-C24C47CBF5E8
RECEIVED
Permit Center
SEP 22, 2022
City of Port Orchard
Community Development
is
17
MCCU"RMICK
WEST
DI-TV71SION 12,
PHASE
? SHEET 11 OF 11
PORTIONS OF THE NW 1/4, NE 1/4, SE
1/4, SW 1/4 OF THE NW 1/4
&THE NW 1/4, SW 1/4 OF THE NE 1/4 &THE
NW 1/4,
SW 1/4 OF THE SE 1/4 &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE SW 1/4 OF SECTION 8, &THE
NW 1/4, NE 1/4, SE 1/4, SW 1/4 OF
THE NW 1/4
&THE NW 1/4 OF THE NE 1/4
& THE NW 1/4, NE 1/4 OF THE SW 1/4 OF
SECTION 17, BOTH OF TOWNSHIP 23 NORTH,
RANGE 1 EAST, W.M.
CITY OF PORT ORCHARD,
KITSAP COUNTY, WASHINGTON
t-FOUND 1" IRON PIPE W
PVC/T-BAR WITNESS POST &
"HGG
< <?
MAG NAIL W/ WASHER
TRAV PELS 6422" IN BEARING
L23
STUMP TO SW ti
\�o
s�6
LAST VISITED 2022-05-11 �`L
��°` � L25 L26
zo L27
ti
��`S9•
-
- - --+ I C69
o
-
eo l
9
N N
I
L28J
515.79 =
TRACT 12-2-17
N89'02'13"W y
1,170,723t SF
o'LA
FUTURE DEVELOPMENT
r.9n
a
2�
A6`e n0
TRACT 12-2-20
1,377,760t SF
FUTURE DEVELOPMENT
N50'32'46"W
418.41
PROPOSED TRACT BOUNDARY DETAIL
H69-01,
?98 W
L32
186.5�
3
L35 N76
\�� v L33
SEE SHEET 10
'�N /Z I.,
TRACT 1G
SEE SHEET
FOR
BOUNDARY DIMENSIONS
SEE SHEETS 6-9
FOR PROPOSED LOTS
0 F
M�0\P� 29
6
v0�• 2
EXISTING INGRESS, EGRESS & UTILITIES EASEMENT
NOT FOUND 8 REC. NO. 200102090007
N88'86'22'VY 1128.93 17
TRACT 12-2-18
1,104,017t SF
FUTURE DEVELOPMENT
N60'58'23"W
369.89
�6
G� P
`� •(RP O�U 5 6p
r QG.
TO BE DEDICATED AS
PUBLIC RIGHT-OF-WAY
TO THE CITY BY
SEPARATE INSTRUMENT
FOUND 3" BRASS DISK STAMPED "WASH
DNR" & "1982" & S-T-R DATA
5.5' W. OF ASPHALT CART PATH
LAST VISITED 2022-06-28
- - - - 8 9
16
17
I
1
N31'07'38"E (R) �CIO C23� ��C22 S Poo 5 e5 SCALE. 1" = 400'
C34 r� L37 4,G6 QGS. 60, 0 200 400 800
C33 2
L 4 2 Ile
i
LN89'02'13"W
111.21
OP
<r
NOT FOUND-\
18 #-
N
MS
CI
0
co
N 000
wl�
p I N
6
of
0
z
<1 L39 C27
C28 TRACT 12-2-19
3,588,538t SF t
FUTURE DEVELOPMENT
L40
N53'41'38"E (R) b
N26-19'26"E (R) $
z
1922.24
RF GR�P:01
PRKS €�
0 P
G
FOUND 2" PIPE RUSTED AT GROUND LEVEL W/ REMNANT LAYING ON GROUND
BEARING TREES:
FOUND NAIL & WASHER IN BURN MARK ON TREE S34'58'40"E 6.73'
FOUND NAIL & WASHER "HGG TRAV PELS 6422" IN BURN MARK ON TREE
N82'17'31"W 23.31'
LAST VISITED 2022-05-20
18 17
19 20
N88'26'17"W 2638.19
s
M Q�S ,00,�01
6
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
C20
25.00
95'00'00"
41.45
C21
473.50
12'57'08"
107.04
C22
25.00
94'09'12"
41.08
C23
185.00
17'37'52"
56.93
C24
25.00
94'49'37"
41.38
C25
165.00
9'02'46"
26.05
C26
940.00
12'26'01"
203.99
C27
185.00
18'00'27"
58.14
C28
25.00
98'29'04"
42.97
C29
370.00
35'07'43"
226.85
C30
230.00
4*06'18"
16.48
C31
25.00
103'41'06"
45.24
C32
25.00
103'41'06"
45.24
C33
230.00
8'50'03"
35.46
C34
220.00
13'38'15"
52.36
C68
323.50
16'13'44"
91.63
C69
437.00
5'06'40"
38.98
FOUND 2" IRON PIPE UP 1.0'
LAST VISITED 2022-05-20
20
FOUND 3" PUNCHED BRASS DISK STAMPED
"WASHINGTON DEPT NATURAL RESOURCES"
"1982" & STIR DATA W/ 2" PINCHED PIPE
WITNESS POST LAYING ON GROUND NEARBY
BEARING TREES:
12" FIR N41'02'43"W 11.93'
14" FIR S75'23'00"E 25.09'
LAST VISITED 2022-05-20
17116
FOUND TACK & WASHER IN 4" SQUARE
CONC. MON. UP 0.4' W/ ALUM. DNR PLATE
ATTACHED & 2" IRON PIPE WITNESS POST
UP 1.0'
BEARING TREE:
12" FIR S30'58'54"E 19.39'
LAST VISITED 2022-05-20 \ I
N88'47'39"W 2549.14 17 16
201 Ti
s
10001-
w fry; CIVIL ENGINEERING
% LANDSCAPE ARCHITECTURE
PLANNING
'Con
..?1. 41299 �q . DESIGN SURVEYING
C13TT-¢' C��
sj�NAL LA�� 72100 NE 195th St, Suite 300 Bothell, Washington 98071 425.885.7877
JOB NO_ 20197
LINE TABLE
LINE #
BEARING
LENGTH
L20
N37'32'22"E
155.35
L21
N46'32'12"W
77.86
L22
N56'22'38"W
78.37
L23
N77'05'53"W
101.83
L24
NO3'30'32"E
146.53
L25
N86'29'28"W
70.57
L26
NO3'30'32"E
5.41
L27
N86'29'28"W
135.71
L28
N64'56'37"W
38.44
L29
N55'52'03"W
119.42
L30
N34'27'14"E
92.17
L31
N54'45'12"W
68.82
L32
N56'48'15"W
25.75
L33
N54'45'12"W
47.59
L34
N30'37'19"E
22.99
L35
N54'45'12"W
21.23
L36
N17'40'10"E
148.81
L37
N21'49'23"E
40.00
L38
N50'32'46"W
105.72
L39
N31'09'17"E
3.67
L40
N22'40'13"E
40.00
L41
N3212'04"W
81.25
L42
N49'59'28"W
47.00
L43
N31'07'38"E
63.99
L44
N40'00'32"E
60.00
L45
N44'37'43"E
60.20
FL46
S18'57'42"W
50.20
LU22-Plat Final-03