106-23 - Resolution - Plat Approval for RiverstoneDocuSign Envelope ID: 7AF2C5D2-513B-4A3D-A7B2-744734E82367
RESOLUTION NO. 106-23
A RESOLUTION OF THE CITY OF PORT ORCHARD, WASHINGTON, GRANTING FINAL
PLAT APPROVAL FOR A 39-LOT AND 6-TRACT PLAT KNOWN AS RIVERSTONE.
WHEREAS, property owner Kitsap County Consolidated Housing (hereinafter "Applicant"),
has submitted an application for final plat approval of the project known as Riverstone on
undeveloped property located in the City of Port Orchard (hereinafter "the Property"); and
WHEREAS, in 2020, the Applicant submitted an application for preliminary plat approval
for Riverstone to subdivide 7.65 acres into 39 single-family lots and six related tracts; and
WHEREAS, on March 13, 2021, after a duly -noticed public hearing to review the
proposed development, the City of Port Orchard Hearing Examiner approved the Preliminary
Plat for Riverstone; and
WHEREAS, on April 25, 2023 the Applicant submitted an application seeking final plat
approval for Riverstone, for the subdivision of 39 single-family residential lots, 6 tracts, and
public right-of-way; and
WHEREAS, City staff has reviewed the proposed final plat for compliance with the Port
Orchard Municipal Code, and recommends approval subject to adequate bonding/securities in
place to ensure the completion of remaining work in the event the Applicant should fail to
comply with the terms of the preliminary plat approval; and
WHEREAS, the Director of Public Works has determined that the proposed means of
sewage disposal and water supply are adequate as constructed or bonded, and recommends
approval of the final plat; and
WHEREAS, the City Engineer recommends approval of the final plat; and
WHEREAS, the City Community Development Director recommends approval of the final
plat; and
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 Riverstone 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 Riverstone Final Plat conforms to the
applicable zoning requirements and Port Orchard's Comprehensive Plan; now, therefore;
DocuSign Envelope ID: 7AF2C5D2-513B-4A3D-A7B2-744734E82367
Resolution No. 106-23
Page 2 of 7
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 Riverstone, as
illustrated and as legally described in Exhibit A, attached hereto; and
THAT: The Riverstone 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 14t" day of November 2023.
ErDocuSigned by:
6bul - Nmm sup.
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Robert Putaansuu, Mayor
ATTEST:
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DocuSigned by:
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Brandy Wallace, MMC, City Clerk
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DocuSign Envelope ID: 7AF2C5D2-513B-4A3D-A7B2-744734E82367
LU23—FINAL PLAT-02
RIVERSTONE
Sheet 1 of 5
DEDICATION
A PLAT COMMUNITY
Portion of the North Half of the Southeast Quarter Section 35,
Township 24 North, Range I East, W.M.
in the City of Port Orchard, Kitsap County, Washington
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 RIVERSTONE, A PLAT COMMUNITY, 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 RIVERSTONE, A PLAT COMMUNITY, RECORDED UNDER KITSAP COUNTY RECORDING NO.
KNOW ALL PERSONS 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 AND RIGHTS OF WAY SHOWN HEREON 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 ROADS.
DIMENSIONS AND USES OF ALL LOTS AND TRACTS OF LAND EMBRACED IN THIS PLAT ARE SUBJECT TO AND SHALL BE IN CONFORMITY WITH
THE CITY OF PORT ORCHARD ZONING REGULATIONS.
TRACTS A, B, C, D, E, AND F SHALL BE CONVEYED TO RIVERSTONE HOMEOWNERS ASSOCIATION UPON RECORDATION OF THIS PLAT.
THIS SUBDIVISION HAS BEEN MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. IN WITNESS WHEREOF
WE HAVE HEREUNTO SET OUR HANDS AND SEALS.
MANAGER, KITSAP COUNTY CONSOLIDATED
HOUSING AUTHORITY
STATE OF WASHINGTON )
) SS.
COUNTY OF )
ACKNOWLEDGMENTS
ON THIS
DAY OF
, BEFORE
ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY
COMMISSIONED
AND SWORN,
PERSONALLY APPEARED
, TO ME KNOWN TO BE A MEMBER OF THE ENTITY DESCRIBED HEREIN AND WHO
EXECUTED THE
WITHIN AND
FOREGOING INSTRUMENT, AND
ACKNOWLEDGED THAT HE SIGNED THE SAME AS HIS FREE AND VOLUNTARY ACT AND DEED, FOR
THE USES AND
PURPOSES
THEREIN MENTIONED, AND ON
OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT.
SIGNED AND SWORN BEFORE ME ON THIS DAY OF
, 20
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT: ,
MY COMMISSION EXPIRES: ,
SURVEYOR'S CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY
RECORDING ACT AT THE REQUEST OF KITSAP COUNTY CONSOLIDATED HOUSING IN OCTOBER, 2023. 1 HEREBY CERTIFY THAT THIS MAP FOR RIVERSTONE,
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 THAT ALL
HORIZONTAL AND VERTICAL BOUNDARIES OF THE UNITS, TO THE EXTENT SUCH BOUNDARIES ARE NOT DEFINED BY PHYSICAL MONUMENTS, SUCH
BOUNDARIES ARE SHOWN ON THE MAP.
DAVID H. MYHILL, P.L.S. No. 49284
STATE OF WASHINGTON )
) SS.
COUNTY OF )
SURVEYOR'S ACKNOWLEDGMENT
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY KNOWLEDGE THAT DAVID H. MYHILL IS THE PERSON WHO APPEARED BEFORE ME, ACKNOWLEDGED THAT HE
SIGNED THIS INSTRUMENT, AND ACKNOWLEDGED THAT HE SIGNED THE SAME AS HIS FREE AND VOLUNTARY ACT, FOR THE USES AND PURPOSES THEREIN
MENTIONED IN THIS INSTRUMENT.
SIGNED AND SWORN BEFORE ME ON THIS DAY OF
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT:
MY COMMISSION EXPIRES: ,
20
APPROVALS
COUNTY TREASURER APPROVAL:
THIS TO CERTIFY THAT ALL TAXES HERETOFORE LEVIED AND WHICH HAVE 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
KITSAP COUNTY TREASURER
CITY FINANCE DIRECTOR APPROVAL:
I HEREBY CERTIFY THAT ALL TAXES AND DELINQUENT ASSESSMENTS FOR WHICH THE PROPERTY MAY BE LIABLE AS OF
THE DATE OF CERTIFICATION HAVE BEEN DULY PAID, SATISFIED OR DISCHARGED.
EXECUTED THIS DAY OF , 20 .
FINANCE DIRECTOR
CITY COUNCIL APPROVAL:
APPROVED BY THE CITY COUNCIL OF PORT ORCHARD ON THIS DAY OF 20 —
ATTEST:
CITY CLERK MAYOR
CITY ENGINEER APPROVAL:
I HEREBY CERTIFY THAT THIS FINAL PLAT IS CONSISTENT WITH ALL APPLICABLE CITY IMPROVEMENT STANDARDS AND
REQUIREMENTS IN FORCE ON THE DATE OF THE PRELIMINARY PLAT APPROVAL. I HAVE APPROVED THIS FINAL PLAT AS
TO THE LAYOUT OF THE STREETS, ALLEYS AND OTHER RIGHT OF WAYS, DESIGN OF BRIDGES, SEWAGE AND WATER
SYSTEMS AND OTHER STRUCTURES.
EXAMINED AND APPROVED BY ME THIS DAY OF 20
CITY ENGINEER.
COMMUNITY DEVELOPMENT DIRECTOR'S APPROVAL:
I HEREBY CERTIFY THAT THIS FINAL PLAT IS CONSISTENT WITH ALL APPLICABLE CITY IMPROVEMENT REQUIREMENTS IN
FORCE ON THE DATE OF THE PRELIMINARY PLAT APPROVAL. I HAVE APPROVED THIS FINAL PLAT AS TO THE LAYOUT
OF THE STREETS, ALLEYS AND OTHER RIGHT OF WAYS, DESIGN OF BRIDGES, SEWAGE AND WATER SYSTEMS AND
OTHER STRUCTURES.
EXAMINED AND APPROVED THIS DAY OF 20
COMMUNITY DEVELOPMENT DIRECTOR
RECORDING CERTIFICATE
FILED FOR RECORD AT THE REQUEST OF ON THIS DAY OF
20—, A.D., AT MINUTES PAST O'CLOCK M. AND RECORDED IN VOLUME OF PLATS,
PAGES , RECORDS OF KITSAP COUNTY, WASHINGTON.
KITSAP COUNTY AUDITOR
SHEET INDEX
DEPUTY
SHEET
1 —
SIGNATURE PAGE
Ak
SHEET
2 —
SECTION DETAIL, LEGAL DESCRIPTION,
ZONING AND SETBACK NOTES,
L-i N.L. Olson & Associates, Inc.
SURVEY
SHEET
NOTES AND SPECIAL EXCEPTION NOTES
3 — LOT DETAIL OF THE SOUTHEASTERLY
PORTION OF SITE
Engineering, Planning and Surveying
SHEET
4 —
LOT DETAIL OF THE NORTHWESTERLY
PORTION OF SITE, EASEMENT
(360) 895-2350 or (360) 876-2284
PROVISIONS,
AND IMPERVIOUS AREA ALLOW TABLE
AND NOTES
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
SHEET
5 —
BUILDING SETBACK DETAIL
Project #12089
DocuSign Envelope ID: 7AF2C5D2-513B-4A3D-A7B2-744734E82367
LU23—FINAL PLAT-02
RIVERSTONE
Sheet 2 of 5
A PLAT COMMUNITY
Portion of the North Half of the Southeast Quarter Section 35,
Township 24 North, Range 1 East, W.M.
in the City of Port Orchard, Kitsap County, Washington
SECTION BREAKDOWN
1 " = 1000' 2" IRON PIPE WITH PLUG
AND TACK WITNESS CORNER,
3.5" BRASS DISC DNR S 89°57'05" E E LAST VISITED 2019
---------------- __ S 86'25'08"
MONUMENT 0.5' UP & 2644.97' -- 2606.87' ---___ S 88°12'26" E --�—
POST, LAST VISITED
ORANGE DNR WITNESS ----
:COPPER NAIL IN 2521.84'
5-2020 I (CONCRETE DOWN 18" AT I 4%4" CONCRETE MONUMENT
BASE OF TREE, LAST WITH COPPER NAIL CENTERPOINT
' VISITED 5-2020 DOWN 2.1', LAST VISITED
I I I 12-2019
w'
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Of
I� dl L0
M 0 N
Z j" 04 10
I SCALE: 1 "= 1000' i I
3.5" BRASS DISC COUNTY REFERENCE MARK S
IN CASE/COVER 0.75' BELOW SURFACE. 1' ---- S 8T59'25'_ E -__ mow¢ �� S 87°59'25" E2600_.15' __ 3" BRASS DISK KITSAP COUNTY
EAST OF C/L POTTERY AVE. NO VISIBLE 2631.46' �� �° 1300.08' T MONUMENT IN CASE/COVER ON WEST
w REFERENCE MARKS. LAST VISITED 5-2020 I
I SHOULDER OF BETHEL AVE.,
--------------------i LAST VISITED 5-2020
`U M I -------- ----------
NE CORNER
crSW 1/4, SE 1/4
w----------�
C° S 88°02'58" E ------
t: cO " I 1298.85' i I coo
----
3 '---------- N
o, N _ I PARCEL 1
co PARCEL 2 ------------+
I 0 I Ki w
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=----------
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3.5" BRASS DISK COUNTY REFERENCE "
MARK IN CASE COVER IN WEST 1/2 OF 0
•_ N I ---------
tD � I •-
CENTER 2-WAY LANE. NO VISIBLE 2620.33' ____ 1298.12' z r KITSAP COUNTY MON/CASE IN
----------- _ REFERENCES, LAST VISITED 5-2020 N 87°33'30" W ----- --�-- -- INTERSECTION OF BETHEL/LUND
N 88°06'32" W 2596.24' LAST VISITED 1-2021
3.5" BRASS DISK COUNTY N 194706.60
REFERENCE MARK SEE L.C.R. AFN E 1196222.82
9207280119 FOR CORNER HISTORY
AND ACCESSORY INFORMATION,
VISITED 3-2022
LEGAL DESCRIPTION:
PARCEL 1:
THE EAST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 35, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY, WASHINGTON;
EXCEPT THE FOLLOWING:
BEGINNING AT THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED PROPERTY: THENCE NORTH 88°05'47" WEST
A DISTANCE OF 103.97 FEET ALONG THE SOUTH LINE; THENCE NORTH 38°08'10" WEST A DISTANCE OF 349.05
FEET TO THE WEST LINE; THENCE NORTH 01°04'54" EAST ALONG SAID WEST LINE A DISTANCE OF 126.53;
THENCE SOUTH 38°08'10" EAST A DISTANCE OF 513.48 FEET TO THE TRUE POINT OF BEGINNING;
AND EXCEPT SE LUND AVENUE;
ALSO EXCEPT THAT PORTION LYING SOUTHWESTERLY OF PORT ORCHARD BYPASS (AKA SE LUND AVENUE).
PARCEL 2:
LOT B, SHORT PLAT NO. 6145, RECORDED UNDER AUDITOR'S FILE NO. 9206100262 AND 9206100265, BEING
A PORTION OF LOT 11, PORT ORCHARD VILLA TRACTS, AS RECORDED IN VOLUME 4, PAGE 100 OF PLATS,
RECORDS OF KITSAP COUNTY, WASHINGTON
RIGHT OF WAY NARRATIVE:
THE RIGHT OF WAY AND CENTERLINE FOR SE LUND AVENUE WAS CALCULATED AS FOLLOWS:
THE FOUND CENTERLINE PT MONUMENT AS SHOWN OF SHEET 3 OF THE PLAT OF RIVERSTONE WAS HELD FOR
THE CENTERLINE OF SAID ROAD. NO MONUMENT WAS FOUND MONUMENT AT THE NORTHERLY END OF THE
CENTERLINE TANGENT.
A MONUMENT WAS FOUND AT THE SOUTHWEST CORNER OF THE PLAT OF ARCHER POINT, SEE SHEET 3. THIS
MONUMENT WAS SET ON THE NORTHEASTERLY RIGHT OF WAY LINE PER SAID PLAT AND WAS HELD FOR SAID
RIGHT OF WAY LINE FOR THIS PLAT OF RIVERSTONE.
BOTH MONUMENTS WERE THEN UTILIZED TO CALCULATE THE CENTERLINE AND THE RIGHT OF WAY FOR SE LUND
AVENUE.
PRACTICEZPROCEDURES
SP80 GPS AND TSC7 DATA COLLECTOR USED FOR GPS TIES TO SURVEY CONTROL. CONVENTIONAL SURVEY
WAS PERFORMED BY FIELD TRAVERSE WITH A SPECTRA PRECISION FOCUS 35 TOTAL STATION. FINAL RESULTS
MEETING OR EXCEEDING THE CURRENT TRAVERSE STANDARDS CONTAINED IN W.A.C. 332-130-090.
9N1*•'1
1. HORIZONTAL DATUM: NAD 83/2011 (WA NORTH ZONE). ALL DISTANCES SHOWN HEREON ARE GROUND
DISTANCES. THE ONLY STATE PLANE COORDINATE "ON GRID" IS THE BASIS OF POSITION.
2. VERTICAL DATUM: NAVD88
3. TIES TO DATUM WERE ESTABLISHED BY GNSS OBSERVATIONS USING THE WASHINGTON STATE REFERENCE
NETWORK AND GEOIDI2B. SEE MAP FOR BENCHMARKS.
4. REFERENCES:
A. A.L.T.A. COMMITMENT ORDER NO.: 1-511965 ISSUED BY PACIFIC NORTHWEST TITLE OF KITSAP COUNTY
(PNWT), DATED 04/21/2022,
B. OLD REPUBLIC NATIONAL TITLE (ORNT) SUBDIVISION GUARANTEE NO.: SGW-08006334, ISSUED BY PNWT,
FILE NO.:1-515189, EFFECTIVE APRIL 19, 2023.
C. DATE DOWN ORTN ENDORSEMENT ISSUED PNWT, OCTOBER 13, 2023.
5. REFERENCES: ALL AUDITOR'S RECORDS OF KITSAP COUNTY, WA.:
A. DEEDS: STATUTORY WARRANTY DEED AFN 202112210165; RIGHT OF WAY AFN 9206100174; DEED OF
TRUST, AFN 202112210166
B. SHORT PLAT 6145, AFN 9206100265
C. PLATS: PORT ORCHARD VILLA TRACTS, AFN 124945; ARCHER POINT AFN 200908120043
6. REFERENCE: PORT ORCHARD BYPASS - SR 16 TO BETHEL ROAD PLAN AND PROFILE SHEETS 11
THROUGH 18 OF 31, PRINTED APRIL 23, 1992.
7. THIS PLAT IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS AND
RESTRICTIONS AS RECORDED UNDER AUDITOR'S FILE NUMBER RECORDS
OF KITSAP COUNTY, WASHINGTON.
8. SET MAGNETIC NAIL AND WASHER, LS 49284 IN ASPHALT AT 6' OFFSET TO ACTUAL CORNER ON THE
WESTERLY PROJECTION OF THE LINE COMMON TO LOTS 29 AND 30. UNABLE TO SET CORNER AT ACTUAL
CORNER LOCATION OR OFFSET CLOSER TO ACTUAL CORNER LOCATION BECAUSE OF RETAINING WALLS.
CONDITIONS OF APPROVAL:
THESE NOTES ARE REQUIRED BY THE HEARING EXAMINER FOR APPROVAL OF THE PLAT ACCORDING TO THE
DECISION BY ANDREW REEVES, MARCH 2O21, RIVERSTONE PRELIMINARY PLAT NO. LU-20PLAT PRELIM-01:
1. ALL LOTS SHALL ACCESS FROM INTERIOR ROADS ONLY.
2. OWNERSHIP AND MAINTENANCE OF TRACTS:
TRACTS A, C, AND F ARE OPEN SPACE AND RECREATIONAL TRACTS DEDICATED TO THE RIVERSTONE
HOMEOWNERS ASSOCIATION BY THIS PLAT, TO BE OWNED AND MAINTAINED BY SAID ASSOCIATION.
TRACTS B, D, AND E ARE STORM TRACTS DEDICATED TO THE RIVERSTONE HOMEOWNERS ASSOCIATION BY
THIS PLAT, TO BE OWNED AND MAINTAINED BY SAID ASSOCIATION.
TREMONT ST
SE
LUNDBERG
Q
R D
a
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SITE QC�
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VICINITY
MAP
SCALE: 1 "=800'
SE LUND ST
-91Q11VTi64 NIRW4 l_1:UN112 11: $
OLD REPUBLIC NATIONAL TITLE (ORNT) SUBDIVISION GUARANTEE NO.: SGW-08006334, PACIFIC
NORTHWEST TITLE FILE NO.:1-515189, EFFECTIVE APRIL 19, 2023, AND DATE DOWN
ENDORSEMENT ISSUED BY ORNT OCTOBER 13, 2023.
TITLE VESTED IN KITSAP COUNTY CONSOLIDATED HOUSING AUTHORITY, DBA HOUSING KITSAP
DATE DOWN ENDORSEMENT IS SUBJECT TO THE EASEMENT RECORDED UNDER AFN
202310110069, WHICH IS SHOWN HEREON AS THE AREAS SUBJECT TO EASEMENT(S) BENEFITING
THE WEST SOUND UTILITY DISTRICT.
SCHEDULE 'B' EXCEPTIONS:
1. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS, OR OTHER
SERVITUDES, IF ANY, DISCLOSED BY THE RECORDED PLAT OF PORT ORCHARD VILLA TRACTS, AFN
124945. CANNOT BE PLOTTED HEREON.
2. PSE EASEMENT FOR ELECTRIC TRANSMISSION AND DISTRIBUTION LINE, AND NECESSARY
APPURTENANCES, AFN 398023. THE DESCRIPTION CONTAINED THEREIN IS INSUFFICIENT TO
SPECIFICALLY LOCATE SAID EASEMENT, CANNOT BE PLOTTED HEREON.
3. SLOPE EASEMENT, AFN 8309060136, PLOTTED ON SHEET 3.
4. SLOPE EASEMENT, AFN 8309200108, PLOTTED HEREON. PLOTTED ON SHEET 3.
5. PSE EASEMENT FOR ELECTRIC TRANSMISSION AND DISTRIBUTION LINE, AND NECESSARY
APPURTENANCES, AFN 9403020039. THE DESCRIPTION CONTAINED THEREIN IS INSUFFICIENT TO
SPECIFICALLY LOCATE SAID EASEMENT. CANNOT BE PLOTTED HEREON.
6. PSE EASEMENT FOR ELECTRIC TRANSMISSION AND DISTRIBUTION LINE, AND NECESSARY
APPURTENANCES, AFN 202203300223. CANNOT BE PLOTTED HEREON.
7. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS AND MATTERS DELINEATED,
DESCRIBED, AND NOTED, IF ANY, IN SHORT PLAT: AFN 9206100262 AND 9206100265. SHOWN
HEREON.
8. 10' CONVEYED TO KITSAP COUNTY RIGHT OF WAY OF HAROLD DRIVE SE. PER RIGHT OF WAY
DEED AFN 9206100174. SUBJECT TO WAIVER OF DAMAGES FOR CONSTRUCTION OF A ROADWAY
AND THE RIGHT TO MAKE NECESSARY CUTS OR FILLS FOR SLOPES. SHOWN HEREON.
9. SEWER LINE EASEMENT AFN 200602210109, PLOTTED ON SHEET 3.
10-14. FISCAL IN NATURE, NOT SHOWN HEREON.
15. ALTA SURVEY BY NLO 5/23/2022. SHOWN HEREON.
ADDITIONAL TITLE REPORT NOTE:
A.L.T.A. COMMITMENT ORDER NO.: 1-51 1965 ISSUED BY PACIFIC NORTHWEST TITLE OF KITSAP
COUNTY (PNWT), DATED 04/21 /2022, INCLUDES ONE ADDITIONAL ITEM AS AN EXCEPTION:
BASED ON INFORMATION PROVIDED TO THE COMPANY, THE FOLLOWING PERSONS
ARE AUTHORIZED TO EXECUTE THE FORTHCOMING INSTRUMENTS ON BEHALF OF HOUSING
KITSAP, A WASHINGTON CORPORATION:
HEATHER SLOUGH, EXECUTIVE DIRECTOR.
DEAN NAIL, SINGLE FAMILY HOUSING DIRECTOR -
ZONING AND
SETBACK NOTES:
PARCEL 1 (352401-4-019-2007)
ZONE: RESIDENTIAL 2 (R2)
SETBACKS:
FRONT (PRIMARY STREET) = 10'
SIDE = 5'
SIDE STREET = 10'
REAR = 10'
PARCEL 2 (4625-000-011-0202)
ZONE: RESIDENTIAL 3 (R3)
SETBACKS:
FRONT (PRIMARY STREET) = 10'
SIDE = 5'
SIDE STREET = 10'
REAR = 10'
1000 0 1000 2000
Scale in Feet
=�& N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
Project #12089
DocuSign Envelope ID: 7AF2C5D2-513B-4A3D-A7B2-744734E82367
LU23-FINAL PLAT-02
RIVERSTONE
Sheet 3 of 5
A PLAT COMMUNITY
Portion of the North Half of the Southeast Quarter Section 35,
Township 24 North, Range 1 East, W.M. '
N� 27 0 _ _ in the Cityof Port Orchard Kitsa Count Washington \ - - - I- - - - - -
US E � 4625 000 012-0706 � p y� g
N 7�-45 36 1 FOUND 5 8" REBAR CAP SET MAGNETIC NAIL AND WASHER, ACCESS AND UTILITY
29 70 r N 88°53'20" W / / LS 49284 IN ASPHALT AT 6' EASEMENTS BENEFITING
I °
KE 14065, 0.5' N. OF OFFSET TO ACTUAL CORNER. SEWER AND WATER LOTS 34, 35, 36 AND 37,
�`(` 1'OS 87 90 CALCULATED POSITION SEE NOTE 8, SHEET 2. EASEMENT BENEFITING SEE EASEMENT PROVISION
PEDESTRIAN ACCESS LOTS 28 AND 29, SEE NOTE A2 ON SHEET 4 p
�� F' �nP�`(��, TRACT C 00 RIGHT OF WAY N 88°03'13" W EASEMENT
ONPROVISION
O IISIONEET 4 SEWER EASEMENT TO I FOUND 3/4" IRON PIPE
C13 OPEN SPACE 442.23'(C) 442.21'(R&A) NOTWEST SOUND UTILITY AND CAP LS 4217, 0.8' N.
N 94.93' DISTRICT OF CALCULATED POSITION 4625-000-012-0201
o \ \� �� S \ 10' 109.42' 1 15.1 1 ' 20' 20'
w N 01 °56'00" E 5 0 0 1 12.77' -
�� 50.31 ' 01
1 145
28 1247 35 20' w
\ \� O ,n O iv FOUND 5/8" IRON PIPE AND CAP LS
O S \ TRACT B °^' 14065 0.1' NORTH OF CALCULATED
_ o N 88°03'59" W 1251 36 ' POSITION, FENCE CORNER IS 0.3' W I » >
\ \ 0 0) 0 N 88'03'59" W 94.44' z in
\\ TRACT D \ A o 06 STORM 0 100.10' N 88'03'59" W EAST OF PROPERTY CORNER SCALE: 1 = 50
\ STORM 1'OS O z rn ACCESS AND UTILITIES 1155 10' 60� z FENCE CROSSES PROPERTY LINE bi
\ 1 A h EASEMENT BENEFITING 98.44'
LOTS 28 AND 29, SEE 129 0 1231 34 0 63.6' SOUTH OF PROPERTY CORNER i
EASEMENT PROVISION 0I O I I 1267 37 0 FENCE LINE IS 0.6' WEST
\ 5 `LOh `S�• NOTE A2 ON SHEET 4 N 88°03'59" W o N 88'03'59" W 0
OF PROPERTY LINE 01
\ 99 1070 'L 81.82' 2'OS 85.09'
N 88°03'59" W 84.00' FENCE CORNER IS 0.1' SOUTH AND Q I
40.04' J
1'OS AR°1'0 �� 30, g'0 46.85' 1'OS 40.01' 40.01' 1 40.01' 0.1' EAST OF PROPERTY CORNER
\ \ �5 \ OS S� 43.99'
\ 1 9 ^�� G \ CL8 15' I o rn 30'
0 �'' I 0 0 0 0 o CORNER FALLS IN FENCE POST. p
cv Q, w o0 0 0 0 0 0 SET TWO OFFSET REBARS AND CAPS, Of
o 0 0 0 0 0 ONE 1.0' NORTH AND ONE 16.0' Q
1 'OS C'3 c� to d o -
1080 \ 3 0 w o o w 0
v 0 EAST OF ACTUAL CORNER LOCATION =
Q �S cM 3 1 co oo' 3 r� w w w w w A=90.48'20"(A)
1 8 ^�� 66'' C, 1169 0 •`0 o L 33 = o ^ 38 N 88°03'56" W R=35.00'(R)
�� �� \c9 �S C3 1189 z i I 1193 1221 0 `D o 1275 39 1 141.56'(A) 141.55'(R) L=55.47'(R
\ \ S \ �O� 1'OS • CCS o :n � o O 1291 0
\\ ps dR rJ DES O\ \ 1090 C \ ?,°03> \ 3C 8 z I I z z o 0 0 o z o o FEN NORTH 10F
_ TRACT A
\ •'\ A `l \ �' 8 �> 6 16" 1'OS C39 22 7 z z PROPERTY LINE OPEN SPACE _
17 1'OS CG1 76• F 40.01' 40.01' 'n Sri ui -
\ 40.01' 45.39' 151.70' -
\ 41 C`2 1'OS 1'OS 1'OS 1'OS �1'OS 1'OS 1'OS 1'OS 1'OS
\ \ �`�S 6p \ �O ^ 1 100 ��� CLq
) 1'OS 1 OS a`no
\\ �, ^� \C6 1'OS N 88'03'59" W 425.51' N A rn
16 ^ V \ cs 1'OS SE MARKWICK ROAD 0 I WAIVER OF DAMAGES BY
\ tK o °j Aj \ 1 OS 1'OSLq
^`V� �o 4 C3 1 OS 1 OS 1 OS 1'OS A `n N
\ \ 1130 �' o 22.27 40_01' 40.01' 1'OS N REASON OF CONSTRUCTION
\ \ �� 0 40.01' 40.01_ 40.01_ 1'OS cv 1'OS 1'OS 1'OS w OF ROADWAY &RIGHT TO
\ ^ o b 40.01' 40.01' 40.01' 40.01' MAKE CUTS OR FILLS PER
\ ;) 0 0 0 0 0 0 0 0 0 8•95' AFN 9206100174 (SPECIAL
15 N 1140 0 00 0 0 0 00' 0 0 0 0 0 �'� EXCEPTION #8)
0 0^ I \\ .ry^� 1 152 1 178 1 188 1200 1230 0 1274 0 0 0 0 0 0
_� 14 13 W 12 w 11 W 1 0 w O w 1250 w O w 1284 w 1300 w 1322 1334 1342 1350 z
SLOPE EASEMENT PER \ g g_ 6 5 w
AFN 8309060136 \ ."`� °o' o 0 0 _ 4 3
(SPECIAL EXCEPTION #3) \ \ FOUND 3/4" S I `� �^ uC°> 0 c0fl o 0 0 2 1 20' WIDE EXCLUSIVE
IRON PIPE irk \ •`� ;n ;n CO io 0 o `O
\ \ �'�, o \ 2 0 0 :n ;n u•) ,`n° cn in ``� 30' 20' SEWER LINE EASEMENT
0 0 n ;n r- PER AFN 200602210109
Z z z z z 0 0 0 (SPECIAL EXCEPTION #9)
- 17.64' 53.47\ 50.53' S1.70' 40.01' 40.01' 1'OS 1'OS z 1'OS z z z z z z I � -
40.01 ' 40.01 ' 40.01 ' 40.01 ' 40.01 ' 40.01 \ N 88*03'59" W 618.96'(M) 40.01' 40.01' 45.00' - - - - - - - - -
\ FOUND 3/4" IRON 618.43'(C) 619.12' R&A I- _
PIPE LS 14065 FENCE IS 0.1' FOUND 3/4' IRON
) I FENCE IS 0.3'
SLOPE EASEMENT CORNER 6' WOOD NORTH OF (SOUTH OF PIPE AND CAP LS
PER AFN 8309200108 FENCE IS 0.1' SOUTH PROPERTY LINE PROPERTY LINE I I 3 24783 1.0' BELOW I FOUND 2.5" BRASS DISC IN
Q I (SPECIAL EXCEPTION #4) OF PROPERTY LINE 6 5 4 SURFACE 2" IRON PIPE DOWN 1.2' LS
CORNER BRICK I 2 1 I 24783, 0.2' N. AND 0.3' E.
LOT CURVE TABLE �G \ FOUND 2.5" BRASS DISC TRACT A 7 I PAVERS IS 0.1' I OF CALCULATED POSITION
# DELTA RADIUS LENGTH \ �,p IN 2" IRON PIPE W/ \\�\� O \ I NORTH OF
C1 89*11'52" 25.00' 38.92' \ \ 9�� \ PUNCH LS 24783, 0.3' Q��"L� F -I PROPERTY LINEJ
L I
C2 90°48'08" 25.00' 39.62' I \ \ W. OF CALCUALTED �FL �� FOUND 3/4" IRON PIPE AND CORNER BRICK -
C3 3°24'54" 300.00' 17.88' POSITION, HELD FOR GS I
C4 6'27'04" 300.00' 33.78SE CASANDRA CAP LS 24783 1.0' BELOW PAVERS IS 0.4'
OUTH LINE OF PLAT �G Q LOOP ROAD SURFACE, 0.4' N. OF NORTH OF PROPERTY LINE ' P � � PROPERTY LINE
C5 6°50'44" 300.00' 35.84' \ JOB' \ _ I -
C6 6°44'40" 300.00' 35.31' _
C7 6°44'41 " 300.00' 35.32'
C8 8°41'24" 300.00' 45.50'
C9 5°02' 10" 300.00' 26.37' rk0 \ \
C10 2°35'38" 300.00' 13.58' 8 I I I I I
C11 8°35'23" 300.00' 44.98' \ I 9 10 11 12 13 I 14
C 12 7° 51 ' 01 " 300.00' 41.10' -I I I
C 13 103'00'54" 45.5.00' 80.9 1'-
C14 89°59'38" 25.00' 39.27'
C15 90°00'02" 25.00' 39.27' _
C 16 15° 12' 17" 132.50' 35.16' -
C17 6°54'59" 132.50' 15.99' BRASS PIN IN 2" IRON PIPE
C18 78*39'12" 20.00' 27.46' IN CONCRETE IN CASE, pw� Rt5
C19 5°01'30" 300.00' 26.31' HELD FOR CENTERLINE PT tiO. of WAS
C20 0°44'41" MONUMENT PER RIGHT OF 300.00' 3.90' WAY PLANS, SEE NOTE 6
C21 48°59'08" 30.00' 25.65'
C22 34°29'06" 50.00' 30.09' o
C23 128°04'43" 50.00' 111.77' �, g tiQ,•`gu
C24 29°40'27" 50.00' 25.90' ss. ' '5a4
C25 85°43'59" 50.00' 74.82'
C26 5° 15'30" 30.00' 2.75' LEGEND
C27 43°43'37" 30.00' 22.90' (M) MEASURED
C28 5°32' 18" 255.00' 24.65' R RECORD PER SHORT PLAT 6145, AFN 9206100265 50 0 50 100
C29 12° 1 1 '01 " 255.00' 54.22' CENTERLINE SET 5/8" REBAR AND YELLOW CAP DHM LS 49284 ( )
C310 14°47'15" 255.00' 6587$ CURVE TABLE 1'OS CORNER
DISTANCWAS
SET
TEDN PROPERTY LINE AT OFFSET (A) PER UNRECORDED ALTA SURVEY BY N.L. OLSON Scale in Feet
C32 23°55'25" 260.00' 108.56' # DELTA RADIUS LENGTH RW PER RIGHT OF WAY PLANS, SEE NOTE 6
C33 24°04'29" 270.00' 113.45' CL1 43°55'37" 277.50' 212.75' Q SET LEAD PLUG AND TACK ( ) N ' L Olson &Associates Inc.
CL2 27°45'34" 277.50' 134.45' L.J 1 ''
C34 24'35'59" 285.00' 122.36' x-x-x-x-
WOOD FENCE
C35 16°48'06" 300.00' 87.97' CL3 16°10'03" 277.50' 78.30' @i SET MAGNETIC NAIL AND WASHER, LS 49284
C36 3*22'17" 255.00' 15.00' CL4 45°14'34" 277.50' 219.12' 10' UTILITY EASEMENT PER PLAT, SEE EASEMENT Engineering, Planning and Surveying
C37 3*22'24" 255.00' 15.01' CL5 31'54'57" 277.50' 154.58' O FOUND 5/8" REBAR AND RED CAP FA KEGEL 14065, 0 PROVISIONS NOTES ON SHEET 4
C38 16°14'11" 255.00' 72.26' CL6 13°19'37" 277.50' 64.55 UNLESS NOTED OTHERWISE
C39 3°53'37" 255.00' 17.33' (360) 895-2350 or (360) 876-2284
CL7 25'52'50" 1 10.00' 49.69' FOUND MONUMENT AS NOTED 1350 LOT ADDRESS 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
0
CL8 25° 1 O' 15" 265.00' 1 16.42'
Project #12089
DocuSign Envelope ID: 7AF2C5D2-513B-4A3D-A7B2-744734E82367
LU23-FINAL PLAT-02 RIVERSTONE EASEMENT PROVISIONS Sheet 4 of 5
LOT AND TRACT (Al) ALL LOTS AND TRACTS WITHIN THIS PLAT SHALL BE BENEFITED BY AND SUBJECT TO A PERMANENT MULTI -PURPOSE
AREA TABLE A PLAT COMMUNITY EASEMENT OVER, UNDER AND ACROSS A TEN FOOT WIDE STRIP OF LAND LYING PARALLEL WITH AND ABUTTING THE SE
LOT AREA(S.F.) Portion of the North Half of the Southeast Quarter Section 35, MARKWICK ROAD FRONTAGE ALONG SAID LOTS AND TRACTS AS DELINEATED ON SHEETS 3, 4 AND 5 OF THIS PLAT.
3 4,0011 Township 24 North Range I East W.M. (A2) LOTS 28, 29, 31, 32, 34, 35, 36, AND 37 OF THIS PLAT SHALL BE BENEFITED BY AND SUBJECT TO PERMANENT
> > MULTI -PURPOSE EASEMENTS OVER, UNDER AND ACROSS THOSE PORTIONS OF SAID LOTS AS SHOWN ON SHEET 3.
5 4,001 in the City of Port Orchard, Kitsap County, Washington
THE PURPOSE OF SAID PERMANENT MULTI -PURPOSE EASEMENTS (Al AND A2) IS FOR SERVING THE PLAT WITH SANITARY
6 4,001 SEWER, STORM DRAINS, WATER SERVICE FOR DOMESTIC AND FIRE PROTECTION, NATURAL GAS SERVICE, POWER SERVICE,
7 4,001 8 4 001 TELEPHONE SERVICE AND CABLE TELEVISION SERVICE. ALL UTILITY AND SERVICE ORGANIZATIONS, INCLUDING THE CITY OF
9
4,001
SEE CENTERLINE
PORT ORCHARD AND WEST SOUND UTILITY DISTRICT SHALL HAVE THE RIGHT TO ENTER UPON THE EASEMENT AREAS AT
10
4,001
DETAIL BELOW
ALL TIMES FOR THE PURPOSES HEREIN STATED AND SHALL, TO THE EXTENT REASONABLE AND PRACTICABLE, RESTORE
11
4,004
THE EASEMENT AREAS FOLLOWING INSTALLATION, MAINTENANCE OR REPAIR TO THEIR PRE -WORK CONDITION. WITHIN SAID
12
4,374
EASEMENTS NO STRUCTURE, PLANTING OR OTHER MATERIAL SHALL BE PLACED OR PERMITTED TO REMAIN WHICH MAY
13
4,729
TOTAL CURVE
DAMAGE EXISTING FACILITIES OR INTERFERE WITH THE PURPOSES HEREIN STATED.
14
5,396
(PER R/W PLANS,
15
16
5,945
6,506
\ SEE NOTE 6)
(B) A 15' PERMANENT WATERLINE EASEMENT, OVER, UNDER AND ACROSS TRACT F OF THIS PLAT IS GRANTED HEREIN TO
17
5,853
p=51°44'14"
WEST SOUND UTILITY DISTRICT FOR THE BENEFIT OF THIS PLAT.
18
5,044
R=800.00'
19
5,337
L=722.39'
(C) A PERMANENT UTILITY EASEMENT TO WEST SOUND UTILITY DISTRICT AS DESCRIBED IN AFN 202310110069 FOR
20
5,162
CALCULATED POSITION
THE BENEFIT OF THIS PLAT.
21 5,000 OF CENTERLINE PC
22 5,227 (PER R/W PLANS,
23 8,092
24 5,370 SEE NOTE 6)
25 5,104
26 5,000
27 5,001
28 7,037 \ I LOT CURVE TABLE
29 5,087 FOUND 3/4" IRON PIPE I # DELTA RADIUS LENGTH
30 5,413 FOUND 5/8" REBAR CAP
0.3' NORTH 0.3' WEST OF I C1 89°11'S2" 25.00' 38.92'
31 4,001 99.93' 352401-4-002-2006 CALCULATED POSITION C2 90°48'08" 25.00' 39.62'
� KE 14065, 0.2' W. OF C3 3°24'54" 300.00' 17.88'
32 4,001 CALCULATED POSITION N 88°02'58" W 324.71'(A)
33 4,001 \ S 88'02'58" E 277.18'
34 4,504 \ �O 222.20' C4 6°27'04" 300.00' 33.78'
35 7,620 45' 102.51' C5 6°50'44" 300.00' 35.84'
36 7,521 \ ACCESS AND C6 6°44'40" 300.00' 35.31'
37 5,449 �p UTILITY EASEMENT 15 RL
NE CORNER C7 6°44'41 " 300.00' 35.32'
38 4,001 WATER EASEMENT SW 1/4, SE 1/4 C8 8°41'24" 300.00' 45.50'
39 4,469 \ TO WEST SOUND I 23 M C9 5*02'10" 300.00' 26.37'
\ UTILITY DISTRICT I I l0 0 0C10 2°35'38" 300.00' 13.58'
TRACTS \ \ 032401-4-005-2003 0 1021 ao C11 8°35'23" 300.00' 44.98'
A 7,470
\ C12 7°51'01" 300.00' 41.10'
B 12,043 z
C C13 103°00'54" 45.00' 80.91'
D 8,960 TRACT r / c�5r N 88'53'47" W C14 89°59'38" 25.00' 39.27'
E 4,161 \ v OPEN SPACE C15 90°00'02" 25.00' 39.27'
F 36,821 \ �' O 82.44' C 16 15° 12' 17" 132.50' 35.16'
C17 6°54'59" 132.50' 15.99'
LEGEND \ \ N I O A 24 -r C19 5°01 30� 300.00' 26.31'
N 88°53'47" W N' L? C20 0°44'41 " 300.00' 3.90'
SET 5/8" REBAR AND YELLOW CAP DHM LS 49284 °N° 48.84 0 v 1027 ( v C21 48°59'08" 30.00' 25.65'
\ c�i 74.09' c� C22 34°29'06" 50.00' 30.09'
VOS CORNER WAS SET ON PROPERTY LINE AT OFFSET \ N \`J� �° / o C23 128°04'43" 50.00' 111.77'
DISTANCE AS NOTED \ 00 22 CO C26 N 88'53'47" W r` i C24 29°40'27" 50.00' 25.90'
\ w 1030 �'a U n 91.68' `� C25 85°43'59" 50.00' 74.82'
SET LEAD PLUG AND TACK ;n w C26 5°15'30" 30.00' 2.75'
C27 43°43'37" 30.00' 22.90'
Qi SET MAGNETIC NAIL AND WASHER, LS 49284 i2
w
ss o 00 10.16' Y 2 M C28 5°32'18" 255.00' 24.65'
FOUND 5/8" REBAR AND RED CAP FA KEGEL 14065, R� \ Z N 88'53'47" W 100.00' 1'OSo °o 1041 o C29 12°11'01" 255.00' 54.22'
UNLESS NOTED OTHERWISE J \ I Q � I � C30 27°31'15" 255.00' 122.48'
\ w -00 21 b 0 N 88°53'47" W z C31 14°47'59" 255.00' 65.87'
FOUND MONUMENT AS NOTED \ \ M 0 I ( Z 0) OS 100.00' C32 23°55'25" 260.00' 108.56'
\ `n 1050 I L d � C33 24°04'29" 270.00' 1 13.45'
(C) CALCULATED \ 2 6
(n N o C34 24°35'59" 285.00' 122.36'
\ o C20 I C35 16°48'06" 300.00' 87.97'
(M) MEASURED \ \ z N 88'53'47" W 100.02' 1'OS 1055 0n C36 3*22'17" 255.00' 15.00'
\ \ 22.50' 22.50' C37 3°22'24" 255.00' 15.01'
(R) RECORD PER SHORT PLAT 6145, AFN 9206100265 \ \ a, 20 co N 88'53'47" W C38 16°14'11" 255.00' 72.26'
c \ �
(A) PER UNRECORDED ALTA SURVEY BY N.L. OLSON \ \ � 1060 rn 1'OS 98 81' C39 3°53'37" 255.00' 17.33'
�0 \ 0
(Rye) PER RIGHT OF WAY PLANS, SEE NOTE 6 o O� \ 66.61' 25.50' 72.53' �� �I 27 N
\ 1 1065 M
-x-x-x-x- WOOD FENCE \N 88.53 W 139.14' G16 VOS 45 36'. E 0 �, CENTERLINE
10' UTILITY EASEMENT PER PLAT, SEE EASEMENT \ �� \TRACT E / N ° 29.70 r N 88'53'20" W I CURVE TABLE
0 \ s \ Q KE 14065, 0.5' N. OF DELTA RADIUS LENGTH
PROVISIONS NOTES ON SHEET 4 STORM �O� �'� CL� 1'OS 87 90' CALCULATED POSITION #
LOT ADDRESS �, \\ � ��• 's0, `w\�G CL1 43'55'37" 277.50' 212.75'
1350 sr �V►v` n \TRACT C - PEDESTRIAN ACCESS CL2 27°45'34" 277.50' 134.45'
6` Clg\ O ro �n1��� �O �, oo RIGHT OF WAY CL3 16°10'03" 277.50' 78.30'
�� ro �� �� `' r` C13 OPEN SPACE CL4 45'14'34" 277.50' 219.12'
SCALE: 1 = 50 R�� ��� \ 94.93' CL5 31°54'57" 277.50' 154.58'
CL6 13° 19'37" 277.50' 64.55'
\ �O \ O`�O w
0- CL7 25°52'50" 110.00' 49.69'
F00
OUND BRASS DISK IN \ As \ CL8 25'10'15" 265.00' 116.42'
CONCRETE IN CASE, �'
INTERSECTION TREMONT ST. 00 O _� O� \ CO
06
AND SIDNEY AVE TO NORTH, I n O \\ TRACT D \�
HELD FOR CENTERLINE, I , \ VOS \ o o, '!,
VISITED 2023 \ �p \\ STORM „ �`�1 A ��O \ zD ° WAS '
s z ,
FOUND LEAD AND TACK \ �� \\ ��0�� g �O� �`I-�O S>, •; � o
IN CONCRETE FILLED �' \ g0� ti o
1070 'OS
IRON PIPE IN CASE, o 4 a
\ � 10 � 9 Al
HELD FOR CENTERLINE, VISITED MAY 2023 \
\ 6, � wee .�� s
\ \ SEE SHEET 3 °O�, � � 11 A
\
\ TOTAL CURVE 1)S 50 0 50 100
d\ \
R� 4g (PER R/W PLANS, \
4\ 800 2Q4 SEE NOTE 6)
62R3 0, �C� 0=51*44'14" \\ \ Scale in Feet
CENTERLINE DETAIL 1' !J R=800.00' \
L=722.39'-� N.L. Olson & Associates, Inc.
CALCULATED POSITION
OF CENTERLINE PC Engineering, Planning and Surveying
(PER R/W PLANS,
(360) 895-2350 or (360) 876-2284
SEE NOTE 6)
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
SEE ABOVE Project #12089
DocuSign Envelope ID: 7AF2C5D2-513B-4A3D-A7B2-744734E82367
LU23—FINAL PLAT-02
RIVERSTONE
Sheet 5 of 5
TRACT F
OPEN SPACE
23
i
� I
� A � 24 �
' ' I
/ A
Q------J
L/ 22 - 25 1
AI--------J
/ 21 �
L------- Q 26 i
1 20 cwn--------J
----� 27
1 I
TRACT E P�-------J
STORM �O
s�
�G
TRACT D \
STORM
\ TRACT C
\ OPEN SPACE
A
A PLAT COMMUNITY
Portion of the North Half of the Southeast Quarter Section 35,
Township 24 North, Range 1 East, W.M.
in the City of Port Orchard, Kitsap County, Washington
BUILDING SETBACK DETAIL
BUILDING SETBACK NOTES:
FRONT YARD SETBACK: 10'
(THE FRONT SETBACK AND THE 10' UTILITY
EASEMENT FRONTING THE LOTS ARE CONTIGUOUS)
BACK YARD SETBACK: 10'
SIDE YARD SETBACK: 5'
LEGEND
O 10' FRONTAGE UTILITY EASEMENT LINE PER PLAT,
SEE EASEMENT PROVISIONS NOTES ON SHEET 4
— — — — — — — BUILDING SETBACK LINE
A on
TRACT B
STORM
PEDESTRIAN ACCESS
RIGHT OF WAY, NO
BUILDING SETBACKS
REQUIRED
I----------
1 28 I
I 1
I----------J
I 29 1
r— — — — — — — — — -
35
I 1
L— — — — — — — — — J
7--------1
I 34
SCALE: 1 "= 50'
r----------
36
I I
'
I
i i
37
\
-------J
I ---------I
1
I---------J
/'
19
r -1 r--�
\<\
\ <\ 18
30 1 131 1 1 1 1 1
32
I
1 1 1 1
1 38 1 1 39
����
//
I 1 I 1 133 1
\
17
\
I
TRACT A
\
OPEN SPACE
16 i�
SE MARKWICK ROAD
A
i
,�
5
7—
F�— -I
T
T-f
i� 11 /l
14 13 �
1 1 1 i i
12 1111 1110 I I
9 1 1 8
1 I I I I I I I I I I
1 j 7 1 6 1 1rj l l 4
1 1 3 1 1 2 1 1 1 1
L----�
�---J ---J
L—_J L—_J L-- J L—_J
I I 1 1 I
L--J L--J L-- J L-- J L--
J L-- J L--J
50 0 50 100
Scale in Feet
=� N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
Project #12089