HomeMy WebLinkAboutOlympic Terrace 2 Phase II Final PlatOLYMPIC TERRACE DIVISION 2 - PHASE 2
A PLAT COMMUNITY
MLA05-00013
SUB 18-00C 15
A PLAT ALTERATION AND AMENDMENT OF TRACTS A, B, C, D AND E OF OLYMPIC TERRACE DIVISION 2 - PHASE 1
PORTIONS OF THE SW 1 /4 NE 1 /4, NW 1 /4 SE 1 /4, SW 1 /4 SE 1 /4, NW 1 /4 SW 1 /4,
NE 1 /4 SW 1 /4, SE 1 /4 SIN 1 /4, SW 1 /4 SIN 1 /4 AND SE 1 /4 NW 1 /4,
SECTION 21, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M., JEFFERSON COUNTY, WASHINGTON
NOTICE TO PURCHASERS
1. ADDRESSES SHALL BE APPLIED FOR AT TIME OF BUILDING PERMIT APPLICATION.
2. ROAD APPROACH PERMITS SHALL BE OBTAINED WHEN APPLYING FOR A BUILDING PERMIT APPLICABLE IF THE BOARD
OF COUNTY COMMISSIONERS APPROVES ADOPTION OF ROADS AS COUNTY ROADS,
3. ADDRESS PLATES FOR LOTS SHALL BE LOCATED IN ACCORDANCE WITH JEFFERSON COUNTY 911 EMERGENCY LOCATOR
SYSTEM ORDINANCE PROVISIONS.
4. STORMWATER FROM THE FOLLOWING LIST OF LOCATIONS SHALL BE MANAGED INDIVIDUALLY ON EACH OF LOTS 42-78: ALL ROOF
AREAS; DRIVEWAY AREAS IN EXCESS OF 500 SQ. FT.; AND, LAWN AND LANDSCAPE AREAS GREATER THAN 2,580 SQ. FT. ON -SITE
STORMWATER MANAGEMENT SHALL BE INCLUDED AS A CONDITION OF APPROVAL ON EACH ASSOCIATED BUILDING PERMIT APPLICATION.
PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES AND PRIOR TO ISSUANCE OF A BUILDING PERMIT, A
SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN SHALL BE DEVELOPED TO THE STANDARDS OF THE JEFFERSON
COUNTY STORMWATER MANAGEMENT ORDINANCE AND BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT
FOR REVIEW AND APPROVAL, TEMPORARY EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE APPROVED BY THE
DEPARTMENT OF COMMUNITY DEVELOPMENT AND IMPLEMENTED AT ALL TIMES DURING LAND DISTURBING ACTIVITIES.
5. A PERMANENT PHYSICAL SEPARATION ALONG THE UPLAND BOUNDARIES OF THE STREAMSIDE AND WETLAND BUFFER
AREAS SHALL BE INSTALLED AND PERMANENTLY MAINTAINED AS LONG AS THE BUFFERS ARE REQUIRED BY JEFFERSON
COUNTY. SUCH SEPARATION MAY CONSIST OF LOGS, A TREE OR HEDGEROW, OR OTHER PROMINENT PHYSICAL MARKING
APPROVED BY JEFFERSON COUNTY.
6. THE CUTTING OR DAMAGING OF ANY TREE OR OTHER VEGETATION LOCATED WITHIN A NATIVE GROWTH PROTECTION
EASEMENT AREA DESIGNATED ON THIS PLAT IS PROHIBITED EXCEPT FOR THE REMOVAL OF HEAD, DISEASED, OR DYING
VEGETATION THAT PRESENTS A HAZARD; THE IMPLEMENTATION OF AN ENHANCEMENT PLAN REQUIRED OR APPROVED BY
JEFFERSON COUNTY; THE LIMBING, PRUNING, OR SELECTIVE THINNING OF TREES AND OTHER VEGETATION TO CREATE,
ENHANCE, OR PRESERVE SCENIC VIEWS TO THE EXTENT PERMITTED BY JEFFERSON COUNTY WITHIN NATIVE GROWTH
PROTECTION EASEMENT AREAS; OR AS MAY OTHERWISE BE PERMITTED BY JEFFERSON COUNTY. ANY WORK, INCLUDING
REMOVAL OF DEAD, DISEASED, OR DYING VEGETATION, IS SUBJECT TO COMPLIANCE WITH PERMIT AND OTHER
REQUIREMENTS OF JEFFERSON COUNTY. JEFFERSON COUNTY SHALL HAVE THE RIGHT BUT NOT THE OBLIGATION TO
ENFORCE THE REQUIREMENTS, TERMS, AND CONDITIONS OF THIS RESTRICTION BY ANY METHOD AVAILABLE UNDER THE
LAW.
7. WETLAND BUFFERS AS DEFINED BY THAT WETLAND DELINEATION UPDATE BY RAEDEKE ASSOCIATES, INC. DATED MAY
17, 2017, SHALL REMAIN NATURALLY VEGETATED EXCEPT WHERE VEGETATION HAS BEEN DISTURBED, INVADED BY HIGHLY
UNDESIRABLE SPECIES (E.G., NOXIOUS WEEDS), OR WOULD SUBSTANTIALLY BENEFIT FROM THE INCREASED DIVERSITY OF
INTRODUCED SPECIES, WHERE BUFFER DISTURBANCE HAS OCCURRED DURING CONSTRUCTION, REPLANTING WITH NATIVE
VEGETATION SHALL BE REQUIRED. MINOR PRUNING OF VEGETATION TO ENHANCE VIEWS AND REMOVAL OF UNDESIRABLE
SPECIES (E.G., ALDERS) MAY BE PERMITTED BY JEFFERSON COUNTY ON A CASE -BY -CASE BASIS. A COPY OF THE
REPORT HAS BEEN PLACED IN THE FILE FOR THIS PROJECT IN THE OFFICE OF THE JEFFERSON COUNTY DEPARTMENT OF
COMMUNITY DEVELOPMENT.
B. IN ORDER TO AVOID SIGNIFICANT ADVERSE IMPACTS TO SOILS AND WATER, NATURAL VEGETATION SHALL BE
MAINTAINED IN OPEN SPACE AREAS, PROVIDED THAT REMOVAL OF DEAD, DISEASED, OR DANGEROUS TREES AND THE
SELECTIVE THINNING OF VEGETATION AND LIMBING OF TREES FOR VIEWS SHALL BE PERMITTED PROVIDED THE HEALTH OF
LIMBED TREES IS NOT JEOPARDIZED AND SUCH ACTIVITIES ARE IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED
BY A QUALIFIED FORESTER OR SIMILAR PROFESSIONAL. PLACEMENT OF RECREATIONAL AMENITIES (SUCH AS A PICKLE
BALL COURT) SHALL BE PERMITTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF A LICENSED ENGINEER IN A
GEOTECHNICAL REPORT.
9. A QUALIFIED INDIVIDUAL OR FIRM APPOINTED BY DECLARANT SHALL BE RESPONSIBLE FOR ENSURING THAT EROSION
AND SEDIMENTATION CONTROL DEVICES ARE CORRECTLY INSTALLED, THAT BEST MANAGEMENT PRACTICES (BMP'S) ARE
CORRECTLY IMPLEMENTED, AND THAT BMP METHODS AND MAINTENANCE SCHEDULES ARE FOLLOWED; FOR MONITORING AND
EVALUATING THE EFFECTIVENESS OF PRACTICES AND RECOMMENDING MODIFICATIONS TO THE DRAINAGE PLAN AS
NECESSARY IF MONITORING REVEALS THAT THE PRACTICES ARE NOT EFFECTIVE; AND FOR ENSURING THAT REPORTS AND
INSPECTIONS ARE COORDINATED WITH THE JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS.
10. TEMPORARY EROSION CONTROL METHODS FOR CONSTRUCTION PURPOSES SHALL BE APPROVED BY THE JEFFERSON
COUNTY DEPARTMENT OF PUBLIC WORKS AND EMPLOYED DURING CONSTRUCTION. A SET OF APPROVED PLANS SHALL BE
ON SITE AT ALL TIMES DURING CONSTRUCTION.
11. A GEOTECHNICAL REPORT ('REPORT') DATED 10/28/2004, PREPARED BY GEOENGINEERS, INC. HAS BEEN PREPARED
FOR THIS PLAT. A COPY OF THE REPORT HAS BEEN PLACED IN THE FILE FOR THIS PROJECT IN THE OFFICE OF THE
JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT. THE REPORT CONTAINS INFORMATION AND
RECOMMENDATIONS RELATING TO SITE WORK, CONSTRUCTION ACTIVITY AND RELATED MATTERS ASSOCIATED WITH SOILS AND
SLOPE STABILITY. ALL CONSTRUCTION AND CLEARING ACTIVITIES ON ANY LOT WITHIN THIS PLAT SHALL EITHER (1) COMPLY
WITH THE RECOMMENDATIONS SET FORTH IN THE REPORT; OR (2) COMPLY WITH THE RECOMMENDATIONS OF AN
ALTERNATIVE GEOTECHNICAL/ENGINEERING REPORT. IN THE EVENT AN ALTERNATIVE GEOTECHNICAL/ENGINEERING REPORT IS
PROPOSED, THEN PRIOR TO COMMENCEMENT OF ANY LAND ---DISTURBING OR CONSTRUCTION ACTIVITIES ON ANY LOT, AND
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE ALTERNATIVE REPORT SHALL BE PREPARED BY A LICENSED
GEOTECHNICAL ENGINEER, A PROFESSIONAL GEOLOGIST, OR A LICENSED PROFESSIONAL ENGINEER KNOWLEDGEABLE IN THE
REGIONAL CONDITIONS WITH PROFESSIONAL EXPERIENCE IN LANDSLIDE, EROSION, OR SEISMIC HAZARD EVALUATION AND
SUBMITTED TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT - DEVELOPMENT REVIEW DIVISION. THE GEOTECHNICAL
/ENGINEERING REPORT SHALL ILLUSTRATE THE EXACT LOCATION OF ALL PROPOSED RESIDENTIAL FOUNDATIONS,
REINFORCEMENTS, ROCK WALLS, ETC., BASED ON THE RECOMMENDATIONS OF THE REPORT, AN INSPECTOR WORKING
UNDER THE SUPERVISION OF A LICENSED ENGINEER SHALL BE ON THE SITE DURING SUBGRADE PREPARATION.
12. ARCHEOLOGICAL DISCOVERIES - IN THE EVENT ARCHEOLOGICAL ITEMS ARE DISCOVERED DURING CONSTRUCTION,
BUILDERS AND LOT OWNERS SHALL OBSERVE THE FOLLOWING PROTOCOL: STOP WORK. DO NOT FURTHER DISTURB THE
AREA OR REMOVE ANY MATERIALS THERE FROM. NOTIFY IMMEDIATELY THE JEFFERSON COUNTY DIRECTOR OF COMMUNITY
DEVELOPMENT, (360) 379-4450. THE DIRECTOR OF COMMUNITY DEVELOPMENT WILL IMMEDIATELY NOTIFY THE WASHINGTON
STATE DEPARTMENT OF ARCHAEOLOGY AND HISTORIC PRESERVATION ("DAHP"), (360) 586-3065. PROTECT THE AREA
FROM VANDALS AND COLLECTORS. OBTAIN SERVICES OF A QUALIFIED ARCHEOLOGIST TO EVALUATE THE SITE AND MAKE
RECOMMENDATIONS FOR FURTHER WORK IN THE AREA. IF FURTHER EXCAVATION OR DISTURBANCE OF THE SITE
NECESSARY, OBTAIN THE APPROPRIATE PERMIT FROM THE DAHP. PROCEED ONLY IN COMPLIANCE WITH THE TERMS AND
CONDITIONS OF SAID PERMIT.
13. WORK HOUR RESTRICTIONS - CONSTRUCTION WITHIN THIS PLAT IS SUBJECT TO WORK HOUR RESTRICTIONS. ALL
CONSTRUCTION ACTIVITY SHALL BE CONDUCTED BETWEEN THE HOURS OF 7 AM TO 6 PM MONDAY THROUGH FRIDAY AND
8 AM TO 5 PM ON SATURDAYS UNLESS JEFFERSON COUNTY SHALL APPROVE OTHER WORK HOUR RESTRICTIONS.
VICINITY MAP
NOT TO SCALE
12
7
8
9
PORT W DLOW10
rri
iV
PORT
Cs Q
13
18
17
15
z
E
BAY g0
19
n
24
19
20
22
0
25
104
�°
SITE
0 EAL LAKE
28 27
26
36
31
32
�33 34
35
LEGAL DESCRIPTION
TRACTS A. B, C. ❑ AND E, OLYMPIC TERRACE DIVISION 2 - PHASE 1, AS PER PLAT RECORDED IN
VOLUME 8 OF PLATS, PAGES 64 THROUGH 75, UNDER AUDITOR'S FILE NO. 523326. RECORDS OF
JEFFERSON COUNTY, WASHINGTON,
SITUATE IN THE COUNTY OF JEFFERSON. STATE OF WASHINGTON.
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS PLAT ALTERATION IS TO REVISE TRACTS A, B, C, D AND E OF THE PLAT OF OLYMPIC
TERRACE DIVISION 2 - PHASE 1 AS RECORDED IN VOLUME 8 OF PLATS, PAGES 64 THROUGH 75, INCLUSIVE,
UNDER AUDITOR'S FILE NO. 523326, RECORDS OF JEFFERSON COUNTY, WASHINGTON. THIS ALTERATION WILL
RESULT IN ONE REVISED OPEN SPACE TRACT, ONE ADDITIONAL STORM WATER TRACT, ONE UTILITIES TRACT AND
37 RESIDENTIAL LOTS,
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
PORT LUDLOW ASSOCIATES LLC IN DECEMBER OF 2022. 1 HEREBY CERTIFY THAT THIS MAP
FOR OLYMPIC TERRACE DIVISION 2 - PHASE 2 IS BASED UPON AN ACTUAL SURVEY AND
SUBDIVISION OF SECTION 21, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M., THAT THE COURSES
AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND
THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS
CONSTRUCTION IS COMPLETED; THAT ALL INFORMATION REQUIRED BY THE WASHINGTON UNIFORM
COMMON INTEREST OWNERSHIP ACT IS SUPPLIED HEREIN; AND THAT ALL HORIZONTAL AND
VERTICAL BOUNDARIES OF/€E UJITS, TO THE EXTENT SUCH BOUNDARIES ARE NOT DEFINED BY
PHYSICAL MONUMENTS, S 60 NDARIES ARE SHOWN ON THE MAP.
ZACHARY T. LENNON, PROFEISI
CERTIFICATE NO. 44925
ESM CONSULTING ENGINEER
33400 8TH AVENUE S., S ITE 205
FEDERAL WAY, WA 98003
PHONE: 253-838--6113
LAND SURVEYOR
SURVEYOR'S ACKNOWLEDGMENT
14. WOOD DEBRIS AND SLASH SHALL BE STOCKPILED AND BURNED AT A REMOTE SITE LOCATED AT LEAST A MILE FROM STATE OF WASHINGTON )
EXISTING RESIDENTIAL DEVELOPMENTS. EACH BURN SHALL BE REVIEWED AND COORDINATED WITH THE OLYMPIC AIR ) SS
POLLUTION CONTROL AUTHORITY. PRIOR TO BURNING WOOD DEBRIS AND/OR SLASH, THE APPLICANT OR OPERATOR SHALL COUNTY OF KING )
CONTACT THE OLYMPIC AIR POLLUTION CONTROL AUTHORITY AT 1-800-422-5623 FOR ANY REQUIRED REGISTRATION OR
PERMITTING.
15. STREAM BUFFERS SHALL BE RETAINED iN THEIR NATURAL CONDITION; HOWEVER, MINOR PRUNING OF VEGETATION TO
ENHANCE VIEWS MAY BE PERMITTED ON A CASE--BY-CASE BASIS.
16. THE LOTS WITHIN THIS PLAT ARE LEGALLY CREATED PURSUANT TO JCC 18.35 AND RCW 58,17, AND ARE
EQUIVALENT IN SIZE TO THE DENSITY OF THE ZONING DISTRICT IN WHICH IT IS LOCATED. THE LOTS ARE CONSIDERED
AS LEGAL LOTS OF RECORD PURSUANT TO JCC 18.12, AND ARE ELIGIBLE FOR DEVELOPMENT UNDER JCC 18.40. THE
LOTS ARE NOT SUBJECT TO ADDITIONAL SITE DEVELOPMENT REVIEW (SDR)/ LEGAL LOT OF RECORD DETERMINATION(LLOR).
17. APPROVAL OF THIS SUBDIVISION DOES NOT CONSTITUTE APPROVAL OF BUILDING OR SEWAGE DISPOSAL PERMITS ON
EACH LOT. PERMIT APPROVAL WILL BE SUBJECT TO BUILDING LOT PLANS, TYPE OF USE, CONTOURS, AND SOILS ON
INDIVIDUAL LOTS. PERMITS WILL BE REVIEWED IN ACCORDANCE WITH SITE CONDITIONS AND REGULATIONS EXISTING ON
THE DATE THE PERMITS ARE APPLIED FOR.
18. ANY FURTHER SUBDIVISION OF THE LOTS WITHIN THIS PLAT WILL BE SUBJECT TO THE DENSITIES PERMITTED IN THE
JEFFERSON COUNTY ORDINANCES AND CODES IN EFFECT AT TIME OF SUCH APPLICATION. THESE LOTS MAY NOT BE
FURTHER SUBDIVIDED IN THE FUTURE.
RECORDING CERTIFICATE
FILED FOR RECORD AT THE REQUEST OF THE ESM CONSULTING ENGINEERS LLC THIS
DAY OF , 2024 A.D., AT MINUTES PAST M.
AND RECORDED IN VOLUME OF PLATS, PAGES RECORDS
OF JEFFERSON COUNTY, WASHINGTON.
JEFFERSON COUNTY AUDITOR
ZACHARY T. LENN , BEING FIRST ON OATH, DULY SWORN, STATES THAT HE IS THE REGISTERED PROFESSIONAL
ANDLAND BELIEVES SURVEYOR
EL EVESOR IPNING CERTIFTE BTOV BE A TIRUETE. THAT HE STATEMENT. HAS EXAMINED THESE PLANS AND SURVEY MAP,
ZACHARY T. LENNO
PROFESSIONAL LAN SURVEYOR
CERTIFICATE NO. 4 925
SCRIBED AND SWO N TO BEFORE ME ON THIS 50 DAY OFA"Lotpk Of2024.
--
(SIGNATURE OF NOTARY) j
LLIAMANGREWGiLBERT l..�i`r 1;...� W�► s t„s rj,= �W'
»JipRYP!}$LIC#116�80 (LEGIBLY PRINT OR STAMP NAME OF NOTARY)
? TATF OF WASHINGTON
1'!lSSI�N EXPIRES NOTARY PUBLIC IN AND FOR THE STATES- OFF.
'-TEMBER 19, 2026 RESIDING T' T•.C�.& tw. 4110+Wt
RESIDING AT
MY APPOINTMENT EXPIRES 47.
AUDITOR'S FILE NO.
DWG NAME:: //ESM8/ENGR/ESM-JOBS/965/018/021\SURVEY PLOTSIFP-01.DWG
OLYMPIC TERRACE DIVISION 2 - PHASE 2
A PLAT COMMUNITY
MLA05-0001 3
5UB18-00015
A PLAT ALTERATION AND AMENDMENT OF TRACTS A, B, C, D AND E OF OLYMPIC TERRACE DIVISION 2 - PHASE 1
PORTIONS OF THE SW 1 /4 NE 1 /4, NW 1 /4 SE 1 /4, SW 1 /4 SE 1 /4, NW 1 /4 SW 1 /4,
NE 1 /4 SW 1 /4, SE 1 /4 SW 1 /4, SIN 1 /4 SW 1 /4 AND SE 1 /4 NW 1 /4,
SECTION 21, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M., JEFFERSON COUNTY, WASHINGTON
DEDICATION, COVENANTS AND RESTRICTIONS
A. DEDICATION OF ROADWAYS IF APPROVED BY THE BOARD OF COUNTY COMMISSIONERS
KNOW ALL PERSONS BY THESE PRESENTS THAT PORT LUDLOW ASSOCIATES LLC, THE UNDERSIGNED OWNER OF THE
LAND HEREBY SUBDIVIDED, OF ITS OWN FREE WILL AND CONSENT HEREBY DECLARES THIS PLAT TO BE THE
GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY AND DOES HEREBY DEDICATE TO JEFFERSON COUNTY
FOREVER IN FEE SIMPLE, THE PUBLIC ROADWAYS DESIGNATED AND DEPICTED HEREON AS MT. WILDER WAY AND
MCCARTNEY PEAK LANE. INCLUDING WITHOUT LIMITATION ALL PAVEMENT, DRAINAGE FACILITIES AND OTHER
IMPROVEMENTS LOCATED THEREIN OR TO BE CONSTRUCTED, AND DEDICATES THE USE THEREOF FOR ALL PUBLIC
PURPOSES, AND THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN
THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID PUBLIC ROADWAYS AND APPROACHES. ALL OTHER
ROADWAYS NOT OTHERWISE DESIGNATED AND DEPICTED AS PUBLIC ARE CONSIDERED PRIVATE PROPERTY AND PART
OF THE OWNERSHIP OF THE PLAT HEREIN CREATED.
JEFFERSON COUNTY ON BEHALF OF THE PUBLIC, BY ITS APPROVAL OF THIS PLAT DOES HEREBY ACCEPT
OWNERSHIP OF ALL SUCH DESIGNATED PUBLIC ROAD RIGHT—OF—WAY AREAS AND IMPROVEMENTS IF ANY. ALL
FACILITIES AND IMPROVEMENTS INCLUDING WITHOUT LIMITATION ALL DRAINAGE FACILITIES LOCATED ONLY WITHIN
DEDICATED PUBLIC ROAD RIGHT—OF—WAY WITHIN THIS PLAT SHALL BE MAINTAINED BY JEFFERSON COUNTY.
JEFFERSON COUNTY IS NOT LIABLE FOR THE IMPACTS OF STORM RUNOFF FROM THE ROADS.
THE UNDERSIGNED OWNER WAIVES FOR ITSELF, ITS SUCCESSORS AND ASSIGNS, ANY AND ALL CLAIMS AND DAMAGES
AGAINST JEFFERSON COUNTY THAT MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE
OF PUBLIC ROADWAYS WITHIN THAT PORTION OF THIS SUBDIVISION DEDICATED TO JEFFERSON COUNTY.
B. DECLARATION OF COVENANTS
THE LAND WITHIN THIS PLAT IS SUBJECT TO THE SOUTH BAY MASTER DECLARATION OF COVENANTS,
CONDITIONS, RESTRICTIONS, ASSESSMENTS, CHANGES, SERVITUDES, LIENS, RESERVATIONS AND EASEMENTS
RECORDED UNDER JEFFERSON COUNTY RECORDING FILE NOS. 324010 AND 325175 AND THE SUPPLEMENTAL
DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR OLYMPIC TERRACE DIVISION 2
RECORDED UNDER JEFFERSON COUNTY AUDITOR'S FILE NO. 523673 AND LOTS 42 TO 78 INCLUSIVE AND
TRACTS F AND G ARE SUBJECT TO THE DECLARATION OF COVENANTS REGARDING STORM WATER TRACT
OWNERSHIP AND MAINTENANCE RECORDED UNDER JEFFERSON COUNTY AUDITOR'S FILE NO.
C. DEDICATION, DECLARATION, CONVEYANCE AND RESERVATION OF RIGHTS AND EASEMENTS
1. THAT PORTION OF ANY LOT, PARCEL, OR TRACT WITHIN THIS PLAT LOCATED WITHIN TEN (10) FEET OF ANY PUBLIC
STREET IS SUBJECT TO A PERPETUAL NON—EXCLUSIVE EASEMENT (THE "FRONTAGE UTILITIES EASEMENT") HEREBY
GRANTED AND CONVEYED BY DECLARANT TO AND FOR THE BENEFIT OF OLYMPIC WATER AND SEWER, INC., JEFFERSON
COUNTY, PUBLIC UTILITY DISTRICT #1 OF JEFFERSON COUNTY, LUMEN TECHNOLOGIES, ASTOUND BROADBAND, OLYMPIC TERRACE
DIVISION 2 HOMEOWNERS ASSOCIATION, OLYMPIC TERRACE DIVISION 2 PHASE 2 STORM WATER TRACT MAINTENANCE
ASSOCIATION, OTHER UTILITY SERVICE PROVIDERS, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS. THE PERMITTED
USES OF THE FRONTAGE UTILITIES EASEMENT ARE THE CONSTRUCTION, INSTALLATION, MAINTENANCE, REPAIR,
REPLACEMENT, AND USE OF STORM WATER CONVEYANCE FACILITIES (INCLUDING CULVERTS, TRENCHES, PIPELINES, AND
SWALES) AND UNDERGROUND ELECTRICAL, WATER, SEWER, CABLE TELEVISION, TELEPHONE, AND OTHER UTILITY
CONDUITS, CABLES, PIPELINES, AND WIRES; ABOVE —GROUND STREET LIGHT FACILITIES; AND APPURTENANT
UNDERGROUND FACILITIES AND ABOVE —GROUND FACILITIES NO MORE THAN FOUR (4) FEET IN HEIGHT ABOVE GRADE
(COLLECTIVELY, THE "FRONTAGE UTILITY FACILITIES"), FOR THE PURPOSES OF SERVING THIS PLAT AND OTHER
PROPERTY, TOGETHER WITH THE RIGHT TO ENTER UPON THE FRONTAGE UTILITIES EASEMENT AREAS AT ALL TIMES FOR
THE PURPOSES STATED HEREIN.
GRANTEES OF THE FRONTAGE UTILITIES EASEMENT SHALL RESTORE THE FRONTAGE UTILITIES EASEMENT AREA FOLLOWING
WORK TO ITS PRIOR CONDITION TO THE EXTENT REASONABLE AND PRACTICABLE, EXCEPT THAT REMOVED TREES NEED
NOT BE REPLACED. WITHIN FRONTAGE UTILITIES EASEMENT AREAS NO STRUCTURE, PLANTING, OR OTHER MATERIAL
SHALL BE PLACED OR PERMITTED TO REMAIN THAT MAY DAMAGE OR INTERFERE WITH THE CONSTRUCTION,
INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT, AND USE OF THE FRONTAGE UTILITY FACILITIES.
2. TRACT A (OPEN SPACE) IS SUBJECT TO A PERPETUAL NON—EXCLUSIVE EASEMENT (THE "TRACT A STORM WATER
FACILITIES EASEMENT") HEREBY GRANTED AND CONVEYED BY DECLARANT TO AND FOR THE BENEFIT OF JEFFERSON
COUNTY, OLYMPIC TERRACE DIVISION 2 HOMEOWNERS ASSOCIATION, ALL LOT OWNERS, AND THEIR RESPECTIVE
SUCCESSORS AND ASSIGNS. THE PERMITTED USES OF THE TRACT A STORM WATER FACILITIES EASEMENT ARE THE
CONSTRUCTION, INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT, AND USE OF STORM WATER CONVEYANCE AND
DETENTION FACILITIES (INCLUDING CULVERTS, PONDS, VAULTS, TRENCHES, PIPELINES, AND SWALES).
3. TRACT F (STORM WATER TRACT) IS SUBJECT TO A PERPETUAL. NON—EXCLUSIVE EASEMENT (THE "TRACT F STORM
WATER FACILITIES EASEMENT") HEREBY GRANTED AND CONVEYED BY DECLARANT TO AND FOR THE BENEFIT OF
JEFFERSON COUNTY, OLYMPIC TERRACE DIVISION 2 PHASE 2 STORM WATER TRACT MAINTENANCE ASSOCIATION, OWNERS
OF LOTS 42 THROUGH 78 INCLUSIVE, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS. THE PERMITTED USES OF
THE TRACT F STORM WATER FACILITIES EASEMENT ARE THE CONSTRUCTION, INSTALLATION, MAINTENANCE, REPAIR,
REPLACEMENT, AND USE OF STORM WATER CONVEYANCE AND DETENTION FACILITIES (INCLUDING CULVERTS, PONDS,
VAULTS, TRENCHES, PIPELINES, AND SWALES).
4. TRACT A (OPEN SPACE) IS SUBJECT TO A PERPETUAL NON ---EXCLUSIVE EASEMENT (THE "PEDESTRIAN TRAIL
EASEMENT") HEREBY GRANTED AND CONVEYED BY DECLARANT TO AND FOR THE BENEFIT OF THE OLYMPIC TERRACE
DIVISION 2 HOMEOWNERS ASSOCIATION, SOUTH BAY COMMUNITY ASSOCIATION, AND THEIR RESPECTIVE MEMBERS,
ACROSS, IN, OVER, AND THROUGH THOSE PORTIONS OF TRACT A LOCATED FIVE (5) FEET ON EITHER SIDE OF THE
CENTERLINE OF ANY PEDESTRIAN TRAIL NOW EXISTING OR HEREAFTER CREATED FOR THE CONSTRUCTION, INSTALLATION,
MAINTENANCE, REPAIR, REPLACEMENT, AND USE OF A BICYCLE AND PEDESTRIAN TRAIL OR SIDEWALK, TOGETHER WITH
NECESSARY FACILITIES AND APPURTENANCES. THE PEDESTRIAN TRAIL EASEMENT MAY BE AMENDED OR TERMINATED BY
THE APPROVAL OF EIGHTY PERCENT (80%) OF THE MEMBERS OF THE OLYMPIC TERRACE DIVISION 2 HOMEOWNERS
ASSOCIATION, AND SUCH AMENDMENT OR TERMINATION SHALL BE EVIDENCED BY A DOCUMENT EXECUTED AND
ACKNOWLEDGED BY THE PRESIDENT AND SECRETARY OF THE ASSOCIATION AND RECORDED IN THE REAL PROPERTY
RECORDS OF JEFFERSON COUNTY.
5. TRACT G (UTILITIES) IS HEREBY SUBJECT TO A PERPETUAL NON—EXCLUSIVE EASEMENT TO THE UTILITY PROVIDERS
NAMED IN PARAGRAPH 1 ABOVE AND SUBJECT TO THE SAME TERMS NOTED THEREIN.
6. ALL AREAS LOCATED WITHIN THE PLAT AND GRAPHICALLY DEPICTED AS WETLANDS, STREAMS AND ASSOCIATED
BUFFERS ON THE FACE OF THIS PLAT ARE HEREBY DEDICATED AS NATIVE GROWTH PROTECTION EASEMENT AREAS
SUBJECT TO OTHER PROVISIONS OF THIS PLAT AND THE REGULATIONS OF JEFFERSON COUNTY.
7. UPON THE RECORDING OF THIS PLAT, TRACT A IS SUBJECT TO EASEMENTS TO MAKE AND MAINTAIN ALL
NECESSARY SLOPES FOR CUTS AND FILLS IN THE ORIGINAL REASONABLE GRADING OF ROADWAYS CREATED BY THIS
PLAT. SAID EASEMENTS ARE APPROXIMATELY DEPICTED HEREIN.
D. DEDICATION OF PLAT ALTERATION
WE, THE UNDERSIGNED, OWNERS OF THE LAND HEREBY SURVEYED, DECLARE THIS PLAT ALTERATION
TO BE CREATED BY OUR OWN FREE WILL AND CONSENT.
IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HAND
PORT LUDLOW ASSOCIATES LLC
m
DATE:
ACKNOWLEDGMENTS
STATE OF WASHINGTON ]
} SS
COUNTY OF )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT SIGNED
THIS INSTRUMENT, ON OATH STATED THAT WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND
ACKNOWLEDGED IT AS THE OF PORT LUDLOW ASSOCIATES LLC, TO BE THE
FREE AND VOLUNTARY ACT OF SUCH ENTITY FOR THE USES AND PURPOSES MENTIONED IN THE
INSTRUMENT,
DATED THIS DAY OF
SIGNATURE OF NOTARY PUBLIC:
2024.
PRINTED NAME OF NOTARY PUBLIC:
NOTARY PUBLIC IN AND FOR THE
STATE OF WASHINGTON, RESIDING AT:
MY APPOINTMENT EXPIRES:
STATE OF WASHINGTON )
} SS
COUNTY OF )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT SIGNED
THIS INSTRUMENT, ON OATH STATED THAT WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND
ACKNOWLEDGED IT AS THE OF OLYMPIC TERRACE DIVISION 2 HOMEOWNERS
ASSOCIATION, TO BE THE FREE AND VOLUNTARY ACT OF SUCH ENTITY FOR THE USES AND PURPOSES
MENTIONED IN THE INSTRUMENT,
DATED THIS DAY OF
SIGNATURE OF NOTARY PUBLIC:
2024.
PRINTED NAME OF NOTARY PUBLIC:
NOTARY PUBLIC IN AND FOR THE
STATE OF WASHINGTON, RESIDING AT:
MY APPOINTMENT EXPIRES:
STATE OF WASHINGTON }
SS
COUNTY OF }
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT SIGNED
THIS INSTRUMENT, ON OATH STATED THAT WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND
ACKNOWLEDGED IT AS THE OF OLYMPIC TERRACE DIVISION 2 PHASE 2 STORM
WATER TRACT MAINTENANCE ASSOCIATION, TO BE THE FREE AND VOLUNTARY ACT OF SUCH ENTITY FOR
THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED THIS DAY OF
SIGNATURE OF NOTARY PUBLIC:
2024
PRINTED NAME OF NOTARY PUBLIC:
NOTARY PUBLIC IN AND FOR THE
STATE OF WASHINGTON, RESIDING AT:
MY APPOINTMENT EXPIRES:
STATE OF WASHINGTON }
} SS
COUNTY OF }
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT SIGNED
THIS INSTRUMENT, ON OATH STATED THAT WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND
ACKNOWLEDGED IT AS THE OF OLYMPIC WATER AND SEWER, INC., TO BE THE
FREE AND VOLUNTARY ACT OF SUCH ENTITY FOR THE USES AND PURPOSES
MENTIONED IN THE
PRINTED NAME:
TITLE:
INSTRUMENT.
E. CONSENTS
DATED THIS
DAY OF 2024.
CONSENT OF ASSOCIATION
THE UNDERSIGNED ASSOCIATION CONSENTS TO THE MAKING
OF THIS
PLAT ALTERATION AND TO THE BOUNDARY
LINE CHANGES THAT ARE SHOWN ON THIS PLAT ALTERATION.
BY ITS
EXECUTION OF THIS PLAT ALTERATION,
THE UNDERSIGNED ASSOCIATION DOES NOT ACCEPT ANY LIABILITY OR
OBLIGATION OF PORT LUDLOW ASSOCIATES
SIGNATURE OF NOTARY PUBLIC:
LLC AND DOES NOT DEDICATE ANY ROADWAYS OR OTHER AREAS.
PRINTED NAME OF NOTARY PUBLIC:
OLYMPIC TERRACE DIVISION 2 HOMEOWNERS ASSOCIATION
6Y:
NOTARY PUBLIC IN AND FOR THE
--
DATE:
STATE OF WASHINGTON, RESIDING AT:
PRINTED NAME:—
TITLE:
MY APPOINTMENT EXPIRES:
CONSENT OF ASSOCIATION
THE UNDERSIGNED ASSOCIATION CONSENTS TO THE MAKING
OF THIS
PLAT ALTERATION AND TO THE BOUNDARY
LINE CHANGES THAT ARE SHOWN ON THIS PLAT ALTERATION.
SEE LENDER
CONSENT AND ACKNOWLEDGMENT ON SHEET 3
OLYMPIC TERRACE DIVISION 2 PHASE 2 STORM WATER TRACT
MAINTENANCE ASSOCIATION
BY:
DATE:
PRINTED NAME:
TITLE:
CONSULTING
ENGINE E
33400 8th Ave S, Suite 205
CONSENT OF OWSI
g�I ��,
Federal Way, WA 98003
IS
THE UNDERSIGNED CORPORATION CONSENTS TO THE MAKING
OF THIS
PLAT ALTERATION AND TO THE BOUNDARY
LINE CHANCES THAT ARE SHOWN ON THIS PLAT ALTERATION.
FEDERAL ti
www.esmciVifl.com
LYNNwno[
OLYMPIC WATER AND SEWER, INC.
6 o
�U 44925
BY:
DATE:
! a
Civil Engineering
Land Surveying
Land PI
...
ALLA�
Public Works
Project Management
Landscc
PRINTED NAME: _
TITLE:
■
DWG NAME
\\ESM8\ENGR/ESM—JO8S/965/018/021/SURVEY PLOTS/FP-02.DWG
OLYMPIC TERRACE DIVISION 2 - PHASE 2
MLA05-0001 3
SUB 18-0001 5
A PLAT COMMUNITY
A PLAT ALTERATION AND AMENDMENT OF TRACTS A, B, C, D AND E OF OLYMPIC TERRACE DIVISION 2 - PHASE 1
PORTIONS OF THE SW 1 /4 NE 1 /4, NW 1 /4 SE 1 /4, SW 1 /4 SE 1 /4, NW 1 /4 SW 1 /4,
NE 1 /4 SW 1 /4, SE 1 /4 SW 1 /4, SW 1 /4 SW 1 /4 AND SE 1 /4 NW 1 /4,
SECTION 217 TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M., JEFFERSON COUNTY, WASHINGTON
EXCEPTIONS TO TITLE
LEGAL DESCRIPTION. EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM JEFFERSON TITLE COMPANY
SUBDIVISION CERTIFICATE ORDER NO. 90092 DATED DECEMBER 5, 2022 AND SUPPLEMENTAL REPORT DATED JULY 17.
2024, IN PREPARING THIS PLAT, ESM HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF
ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS PLAT. ESM HAS WHOLLY RELIED ON
THE ABOVE REFERENCED COMMITMENT FOR TITLE INSURANCE TO PREPARE THIS PLAT AND THEREFORE QUALIFIES THE
PLATS ACCURACY AND COMPLETENESS TO THAT EXTENT.
1. SUBJECT TO GENERAL TAXES FOR TAX ACCOUNT NOS. 978 802 500, 978 802 501, 978 802 502, 978 802 503
AND 978 802 504.
2. SUBJECT TO ANY CLAIM TO (A) OWNERSHIP OF OR RIGHTS TO MINERALS AND SIMILAR SUBSTANCES, INCLUDING BUT
NOT LIMITED TO ORES, METALS, COAL, LIGNITE, OIL, GAS URANIUM, CLAY, ROCK, SAND, AND GRAVEL LOCATED IN, ON, OR
UNDER THE LAND OR PRODUCED FROM THE LAND, WHETHER SUCH OWNERSHIP OR RIGHTS ARISE BY LEASE, GRANT,
EXCEPTION, CONVEYANCE, RESERVATION, OR OTHERWISE; AND (B) ANY RIGHTS, PRIVILEGES, IMMUNITIES, RIGHTS OF WAY,
AND EASEMENTS ASSOCIATED THEREWITH OR APPURTENANT THERETO, WHETHER OR NOT THE INTERESTS OR RIGHTS
EXCEPTED IN (A) OR (B) APPEAR IN THE PUBLIC RECORDS.
3. SUBJECT TO THE SOUTH BAY MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS, ASSESSMENTS,
CHARGES, SERVITUDES, LIENS, RESERVATIONS AND EASEMENTS AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED
IN THAT INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 325175 AND AMENDMENTS THERETO.
4. SUBJECT TO JEFFERSON COUNTY RESOLUTION NO. 42-00/PORT LUDLOW DEVELOPMENT AGREEMENT AND THE TERMS
AND CONDITIONS THEREOF AS CONTAINED IN THAT INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 435974 AND
THOSE AMENDMENTS THERETO RECORDED UNDER AUDITOR'S FILE NOS. 536369. 538648, 576053 AND 576054.
5. SUBJECT TO THE PORT LUDLOW MASTER PLANNED RESORT AMENDED AND RESTATED MASTER DECLARATION OF
COVENANTS, CONDITIONS, AND RESTRICTIONS AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN THAT
INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 436865.
6. SUBJECT TO THOSE EASEMENTS OVER ADJOINING LANDS FOR UTILITIES AND TRAILS AND THE TERMS AND CONDITIONS
THEREOF AS CONTAINED IN THAT INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 446491. THE LOCATION OF SAID
EASEMENTS CANNOT BE DEFINED BY THE INSTRUMENT OF RECORD.
7. SUBJECT TO THAT STORMWATER MANAGEMENT FACILITY MAINTENANCE AGREEMENT AND THE TERMS AND CONDITIONS
THEREOF AS CONTAINED IN THAT INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 520253.
8. SUBJECT TO THE RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED AND/OR
DELINEATED ON THE FACE OF THE PLAT OF "OLYMPIC TERRACE DIVISION 2 - PHASE I" AS RECORDED UNDER AUDITOR'S
FILE NO. 523326.
9. SUBJECT TO THAT DECLARATION OF ANNEXATION OLYMPIC TERRACE DIVISION 2 AND THE TERMS AND CONDITIONS
THEREOF AS CONTAINED IN THAT INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 523672.
10. SUBJECT TO THAT SUPPLEMENTAL DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS FOR
OLYMPIC TERRACE DIVISION 2 AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN THAT INSTRUMENT RECORDED
UNDER AUDITOR'S FILE NO. 523673 AND AMENDMENTS THERETO RECORDED UNDER AUDITOR'S FILE NOS, 608003,
623635 AND 655908.
11. SUBJECT TO THE SOUTH BAY ANNEXATION AND CAPITAL CONTRIBUTION AGREEMENT AND THE TERMS AND CONDITIONS
THEREOF AS CONTAINED IN THAT INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 523674 AND AMENDMENT THERETO
RECORDED UNDER AUDITOR'S FILE NO. 587896.
12. SUBJECT TO THAT EASEMENT FOR ELECTRICAL PURPOSES AND THE TERMS. AND CONDITIONS THEREOF GRANTED TO
PUGET SOUND ENERGY AS CONTAINED IN THAT INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 528793. THE
LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED
HEREIN.
13. SUBJECT TO THAT LANDSCAPE MAINTENANCE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED
IN THAT INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 540258.
14. SUBJECT TO THAT STORMWATER MANAGEMENT FACILITY MAINTENANCE AGREEMENT AND THE TERMS AND CONDITIONS
THEREOF AS CONTAINED IN THAT INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 540259.
15. SUBJECT TO THE PROVISIONS OF THE ARTICLES OF INCORPORATION AND BY-LAWS OF THE OLYMPIC TERRACE
DIVISION 2 HOMEOWNERS ASSOCIATION AND ANY TAX, FEE, ASSESSMENTS OR CHARGES AS MAY BE LEVIED BY SAID
ASSOCIATION. RECORDED UNDER AUDITOR'S FILE NO. 523673.
16. SUBJECT TO THE PROVISIONS OF THE ARTICLES OF INCORPORATION AND BY-LAWS OF THE SOUTH BAY MASTER
ASSOCIATION HOMEOWNERS ASSOCIATION AND ANY TAX, FEE, ASSESSMENTS OR CHARGES AS MAY BE LEVIED BY SAID
ASSOCIATION, RECORDED UNDER AUDITOR'S FILE NOS. 325175 AND 523673.
17. SUBJECT TO THAT EASEMENT FOR ELECTRICAL PURPOSES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO
OLYMPIC POWER COMPANY AS CONTAINED IN THAT INSTRUMENT RECORDED IN VOLUME 91 OF DEEDS, PAGE 143, UNDER
AUDITOR'S FILE NO. 52426 AND THAT PARTIAL RELEASE OF EASEMENT RECORDED UNDER AUDITOR'S FILE NO. 391578.
THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN.
18. SUBJECT TO THAT EASEMENT FOR ELECTRICAL PURPOSES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO
PUGET SOUND POWER AND LIGHT COMPANY AS CONTAINED IN THAT INSTRUMENT RECORDED UNDER AUDITOR'S FILE
NO. 332505. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS
NOT DEPICTED HEREIN.
19. SUBJECT TO THAT EASEMENT FOR ACCESS AND UTILITIES PURPOSES AND THE TERMS AND CONDITIONS THEREOF
GRANTED TO OLYMPIC WATER AND SEWER, INC. AS CONTAINED IN THAT INSTRUMENT RECORDED UNDER AUDITOR'S FILE
NO. 435176. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS
NOT DEPICTED HEREIN.
20. SUBJECT TO THAT EASEMENT FOR STORM DRAINAGE PURPOSES AND THE TERMS AND CONDITIONS THEREOF AS
CONTAINED IN THAT INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 465417. THE LOCATION OF SAID EASEMENT IS
DEPICTED HEREIN.
21. SUBJECT TO THAT EASEMENT FOR STORM DRAINAGE PURPOSES AND THE TERMS AND CONDITIONS THEREOF AS
CONTAINED IN THAT INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 465418. THE LOCATION OF SAID EASEMENT IS
DEPICTED HEREIN.
22. SUBJECT TO THAT EASEMENT FOR SANITARY SEWER PURPOSES AND THE TERMS AND CONDITIONS THEREOF AS
CONTAINED IN THAT INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO, 465419. THE LOCATION OF SAID EASEMENT IS
DEPICTED HEREIN.
23. SUBJECT TO THAT WAIVER OF RIGHTS AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN THAT
INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 509119.
24. SUBJECT TO THAT EASEMENT FOR ACCESS AND UTILITY PURPOSES AND THE TERMS AND CONDITIONS THEREOF AS
CONTAINED IN THAT INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 511272. THE LOCATION OF SAID EASEMENT IS
DEPICTED HEREIN.
25. SUBJECT TO THAT EASEMENT FOR ELECTRICAL PURPOSES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO
PUGET SOUND ENERGY, INC. AS CONTAINED IN THAT INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 528793. THE
LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED
HEREIN.
26. SUBJECT TO RIGHT-OF-WAY FOR MT. WILDER WAY AND MT. CONSTANCE WAY, IF ANY, AND ANY EASEMENT RIGHTS
OF ADJOINING PROPERTIES OR THE PUBLIC TO THAT PORTION OF THE LAND INCLUDED WITHIN SUCH ROAD, AS
DISCLOSED BY JEFFERSON COUNTY ASSESSOR'S MAP.
27. NOT REPORTED HEREIN.
28. SUBJECT TO THAT STORMWATER MANAGEMENT FACILITY MAINTENANCE AGREEMENT AND THE TERMS AND CONDITIONS
THEREOF AS CONTAINED IN THAT INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO.
29. SUBJECT TO THE PROVISIONS OF THE ARTICLES OF INCORPORATION AND BYLAWS OF OLYMPIC TERRACE DIVISION 2
PHASE 2 STORM WATER TRACT MAINTENANCE ASSOCIATION AND ANY FEES, ASSESSMENTS, OR CHARGES AS MAY BE
LEVIED BY SAID ASSOCIATION AGAINST THE OWNERS OF LOTS 42 THROUGH 78 INCLUSIVE.
30. SUBJECT TO TEMPORARY DEVELOPER COVENANT TO MAINTAIN TRACT F STORM WATER FACILITIES RECORDED UNDER
AUDITOR'S FILE NO. ----------- --------.
31. SUBJECT TO DECLARATION OF ANNEXATION OLYMPIC TERRACE DIVISION 2 PHASE 2 (NOTICE OF SUBSEQUENT PHASE
AMENDMENT) RECORDED UNDER AUDITOR'S FILE N0. _._.-----------------_.-.
32. SUBJECT TO DECLARATION OF COVENANTS REGARDING STORM WATER TRACT OWNERSHIP AND MAINTENANCE
RECORDED UNDER AUDITOR'S FILE NO- _._.------------------- AS TO LOTS 42 THROUGH 78 INCLUSIVE AND
TRACT F.
APPROVALS
HEALTH DEPARTMENT
APPROVED BY FHE JEFFERSON COUNTY HEALTH DEPARTMENT,
JEFFERSON COUNTY HEALTH DEPARTMENT DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
I HEREBY CERTIFY ON THIS DAY OF 2024, THAT THIS PLAT ALTERATION AND
AMENDMENT IS IN COMPLIANCE WITH ALL RELEVANT SUBDIVISION AND PRELIMINARY PLAT CONDITIONS AND
REQUIREMENTS AS APPROVED BY JEFFERSON COUNTY ON THE 28TH DAY OF JUNE. 2005, AND AS AMENDED HERE.
ADMINISTRATOR, JEFFERSON COUNTY COMMUNITY DEVELOPMENT DEPARTMENT
PUBLIC WORKS DEPARTMENT
EXAMINED AND APPROVED TFI _ DAY ❑F 2024.
JEFFERSON COUNTY DIRECTOR OF PUBLIC WORKS
BOARD OF COUNTY COMMISSIONERS
APPROVED BY THE JEFFERSON COUNTY BOARD OF COMMISSIONERS THIS DAY OF
2024,
CHAIRMAN, BOARD OF COMMISSIONERS
TREASURER'S CERTIFICATE
ATTEST: CLERK OF THE BOARD
1, , TREASURER OF JEFFERSON COUNTY, WASHINGTON, HEREBY CERTIFY
THAT ALL TAXES DUE AND OR DEPOSITS REQUIRED TO COVER ANTICIPATED TAXES ON THE PROPERTY EMBRACED IN
THIS PLAT HAVE BEEN PAID, UP TO AND INCLUDING THE YEAR 20--.
JEFFERSON COUNTY TREASURER DATE
COUNTY ASSESSOR'S APPROVAL
EXAMINED AND APPROVED THIS DAY OF 2024.
JEFFERSON COUNTY ASSESSOR
ATTEST:
DEPUTY JEFFERSON COUNTY ASSESSOR
NOTES
1. A REBAR AND PLASTIC CAP MARKED "ESM, LLC 35142 44925" SHALL BE SET AT ALL REAR LOT CORNERS AND
LOT ANGLE POINTS, EXCEPT AS NOTED. THERE MAY BE INSTANCES WHERE A PK NAIL AND BRASS TAG MARKED
"LS 35142 44925" ARE SET AT REAR CORNERS OR LOT ANGLE POINTS WHEN AN OBSTACLE PREVENTS SETTING A
REBAR AND CAP. THE INTERSECTION OF LOT LINES WITH STREET IMPROVEMENTS SHALL 13E REFERENCED BY A PK NAIL
AND A BRASS TAG MARKED "LS 35142 44925" SET IN THE TOP OF CURB OR THICKENED EDGE OF ASPHALT ON THE
EXTENSION OF THE LOT LINE. IN THE EVENT THAT A NON -REMOVABLE OBSTACLE PREVENTS SETTING THE ACTUAL
PROPERTY CORNER, THE CORNER WILL BE SET ON THE PROPERTY LINE AS AN OFFSET TO THE ACTUAL CORNER WITH
THE DISTANCE TO THE ACTUAL CORNER NOTED ON AN ACCOMPANYING WHITE LOT STAKE, LOT CORNERS OR STREET
MONUMENTS NOT SET AT THE TIME OF PLAT RECORDING SHALL BE BONDED FOR AND SHALL BE SET AS CONSTRUCTION
IS COMPLETED.
2. LOT AND TRACT AREAS REPORTED TO THE NEAREST 5 SQUARE FEET.
3. TRACT A WAS GRANTED AND CONVEYED TO OLYMPIC TERRACE DIVISION 2 HOMEOWNERS ASSOCIATION IMMEDIATELY
PRIOR TO THE RECORDING OF THIS PLAT, EFFECTIVE UPON THE RECORDING OF THIS PLAT.
4. TRACT F WILL BE GRANTED AND CONVEYED TO OLYMPIC TERRACE DIVISION 2 PHASE 2 STORM WATER TRACT
MAINTENANCE ASSOCIATION AFTER THE RECORDING OF THIS PLAT.
5. TRACT G WILL BE GRANTED AND CONVEYED TO OLYMPIC WATER AND SEWER, INC. AFTER THE RECORDING OF THIS
P LAT.
LENDER CONSENT AND ACKNOWLEDGMENT
AS LENDER ONLY, KITSAP BANK CONSENTS TO THE MAKING OF THIS PLAT ALTERATION AND TO THE BOUNDARY
LINE CHANGES THAT ARE SHOWN ON THIS PLAT ALTERATION.
BY:
PRINTED NAME:
STATE OF WASHINGTON }
} SS
COUNTY OF }
DATE:
TITLE:
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT SIGNED
THIS INSTRUMENT, ON OATH STATED THAT WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND
ACKNOWLEDGED IT AS THE OF KITSAP BANK, TO BE THE FREE AND
VOLUNTARY ACT OF SUCH ENTITY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED THIS DAY OF
T ...
: 4v
1,
q xo
i 44 25 e"tiy
pnAL LAB
SIGNATURE OF NOTARY PUBLIC:
, 2024.
PRINTED NAME OF NOTARY PUBLIC:
NOTARY PUBLIC IN AND FOR THE
STATE OF WASHINGTON, RESIDING AT:
MY APPOINTMENT EXPIRES:
DWG NAME: //ESM8/ENGR/ESM-JOBS/965\018/021
DWG
5
OLYMPIC TERRACE DIVISION 2 - PHASE 2
A PLAT COMMUNITY
MLA05-00013
SUB18-00015
A PLAT ALTERATION AND AMENDMENT OF TRACTS A, B, C, D AND E OF OLYMPIC TERRACE DIVISION 2 - PHASE 1
PORTIONS OF THE SW 1 /4 NE 1 /4, NW 1 /4 SE 1 /4, SW 1 /4 SE 1 /4, NW 1 /4 SW 1 /4,
NE 1 /4 SW 1 /4, SE 1 /4 SW 1 /4, SW 1 /4 SW 1 /4 AND SE 1 /4 NW 1 /4,
SECTION 21, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M., JEFFERSON COUNTY, WASHINGTON
SECTION BREAKDOWN
AND
KEY TO MAP SHEETS
NORTH QUARTER CORNER --
FOUND 1" IRON PIPE WITH PLUG AND
LOT BOARD MARKED
"N 1 /4 COR. SEC. 21
(MARCH 1994 AND JULY 2000) (ESM 1)
N 88'21'26" W 2629.77' (ESM)
17 16 2629.77' (I MRWOOD)
20 21
NORTHWEST CORNER FOUND CONCRETE I
MONUMENT (JUNE 1993) 89.40'35" (ESM)
89'40'37" (FAIRWOOD)
n
vi
0
z �
m �.. Q
ti 11:a
D ro 3
� � Q
m u, .
O r
W N
cn O
W z i
SCALE: 1 " 500'
500 250 0 500 1000
EASTERLY LINE OF PARCEL 3
AS DEPICTED ON THAT RECORD
OF SURVEY RECORDED IN
VOLUME 7, PAGES 170-174
AUDITOR'S FILE NO. 298845
20
to
w
Q
r7
r]
N
w
v�
N
03
0
z
_ 16 N 88.21 '26" W 2629.79' [
21
90'20'58" (ESM)
90'21'25" (FAIRWOOD)
j
PLAT OF '7AIRWOOD VILLAGE"
VOLUME- 6, PAGES 17n-173
AUDITOR'S FILE NO. 348678
90'16'55" (ESM)
90' 17'02" (FAIRWOOD)
N 88'23'56" W 2630.93' (ESM)
2631.30' (FAIRWOOD)
179'59'11" (BARGH)
WEST QUARTER CORNER -
FOUND CONCRETE MONUMENT
(NOVEMBER, 1991) (ESM 1)
IV
N
Z
N 65'0515a" E
383,54'
TRACT A
SHEET 5
TRACT A
SHEET 6
20 21
29128 N 88'24'45" W 2631.48' (ESM)
SOUTHWEST CORNER -
CALCULATED (BARGH)
BASIS OF HORIZONTAL DATUM
WASHINGTON COORDINATE SYSTEM (WCS) - NORTH ZONE (BASED UPON
NAD 83/2011) UTILIZING THE WASHINGTON STATE REFERENCE NETWORK
(WSRN) IN DECEMBER OF 2022.
TRACT A
UNPL4 TTED
LEGEND
(FAIRWOOD) _
(DNR) _
SURVEY INSTRUMENTATION (oTD1) _
SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY DOCUMENT
UTILIZED ALL OR A PORTION OF THE FOLLOWING EQUIPMENT:
FIELD TRAVERSE AND/OR GLOBAL NAVIGATION SATELLITE SYSTEM
(GNSS)
ELECTRONIC TOTAL STATIONS, INCLUDING TOPCON PS-103A,
LEICA TCRA 1105 PLUS, TRIMBLE S5.
TRIMBLE R8, TOPCON GR-5 GNSS EQUIPMENT.
FARO FOCUS 5350 LASER SCANNER.
PROCEDURE USED : FIELD TRAVERSE WORK COMPLIES WITH CURRENT
STANDARDS AS OUTLINED IN WAC-332-130-070, -080 AND -090.
ALL INSTRUMENTS MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS
REQUIRED BY WAC-332-130-100.
(BARGH)
(GOLD) _
(ESM 1) _
O
NORTHEAST CORNER -
CALCULATED (FAIRWOOD)
ESM) 16115
21 22
7
90'21'46"
(FAIRWOOD) (ESM)
89'40'35" �FAIRWOOD EAST QUARTER -
89'40 44" (ESM CALCULATED (FAIRWOOD)
N 88'23'56" W 2630.39' (ESM)
2630.05' (FAIRWOOD)
PLA T OF "OLYMPIC
TERRACE DIV15ION 1 "
VOLUME 7, PAGES 176-180
AUDITOR'S FILE NO. 466745
0
o
En
--
TRACT A
N
SHEET 9
TRACT A
21 1315.88'
[SOUTH QUARTER CORNER -
CALCULATED
4" SQUARE CONCRETE
MONUMENT (OTDI)
PLAT OF "FAIRWOOD VILLAGE"
VOLUME 6, PAGE 170
AUDITOR'S FILE NO. 348678
RECORD OF SURVEY DEPARTMENT OF NATURAL RESOURCES
VOLUME 1, PAGE 70
PLAT OF "OLYMPIC TERRACE DIVISION 1"
VOLUME 7, PAGES 176-180
AUDITOR'S FILE NO. 466745
RECORD OF SURVEY BY BARGHAUSEN
AUDITOR'S FILE NO. 298845
RECORD OF SURVEY BY GOLDSWORTHY
AUDITOR'S FILE NO. 491649
PLAT OF "EDGEWOO❑ VILLAGE"
VOLUME 7, PAGES 4-7
AUDITOR'S FILE NO. 377273
21 22
PLAT OF "'OLYMPIC TERRACE
DIVISION 2 — PHASE 1 "
VOL UME 8, PAGES 64 — 75
AUDITOR'S FILE NO. 523326
� O
w Cqj
v v
.W_.
UNPLA TIED �� z,
I Irv,
PAVED EMERGENCY �n
ACCESS ROAD
O
N 88'22'a2" W ESM
2631.76' (ESM} DNR
N 88'22'26" W DNR)
1315.88'
APPROXIMATE
LOCATION OF
PAVED EMERGENCY
ACCESS ROAD
21622
28 27
SOUTHEAST CORNER - CALCULATED
(DNR) 3" X 3" CONCRETE MONUMENT
WITH BRASS PIN 6" BELOW ROAD
SURFACE
DWG NAME:
8/021/SURVEY PLOTS/FP-04.DWG
20 1
21
w
a
0
z
w
of
00
co
0
z
2O 1.21
29 28
OLYMPIC TERRACE DIVISION 2 - PHASE 2 s e°a=000 s
A PLAT COMMUNITY
A PLAT ALTERATION AND AMENDMENT OF TRACTS A, B, C, D AND E OF OLYMPIC TERRACE DIVISION 2 - PHASE 1
PORTIONS OF THE SW 1 /4 NE 1 /4, NW 1 /4 SE 1 /4, SIN 1 /4 SE 1 /4, NW 1 /4 SW 1 /4,
NE 1 /4 SW 1 /4, SE 1 /4 SW 1 /4, SW 1 /4 SW 1 /4 AND SE 1 /4 NW 1 /40 /
SECTION 21, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M., JEFFERSON COUNTY, WASHINGTON �•
p 3 SEE SHEET 5
n _
SCALE: 1 " = 100'
Jco
100 50 0 100 200 50' WETLAND BUFFER
PER PHASE 1 PLAT
LEGEND � WETLAND
WETLAND AS
SURFACE BRASS CAP WITH PUNCH IN CONCRETE SET BY ESM / DELINEATED IN
AND STAMPED "LS 29294" (UNLESS OTHERWISE NOTED) 2001
SURFACE BRASS CAP WITH PUNCH IN CONCRETE SET BY ESMAND STAMPED "LS 44925" IN CONJUNCTION WITH THIS PLAT
R RADIUS
❑ DELTA 41� QP� ���I
1
L ARC LENGTH �� '`� Q� V�
R RADIAL BEARING G
C 7 RADIAL BEARING AT LOT CORNER .gyp-
- — WETLAND
60' ACCESS AND ,
............•. WETLAND BUFFER = I,Q� n\G�¢ �, UTILITY EASEMENT
N.G.P.E. NATIVE GROWTH PROTECTION EASEMENT (Q (� r. �cj I� ' PER PHASE 1 PLAT
TRACT A
N 83*40,50" w /
144.2s• PJ
/ 1
33135 -' // WETLAND AS
N
04, 46,, / / DELINEATED
EL 1 EATED IN
/ I WETLAND
� � I
WETLAND
1 60'
ACCESSEA
F NENT - gUDIT
N_
¢27¢g� OR S
I
50' WETLAND BUFFER
PER PHASE 1 PLAT
W
Z
�tk
N
u�
Lo
w
[V
0
FI
UNPLA TTED
TRACT A
(OPEN SPACE)
(5,254,020 S.F.)
as
WETLAND AS WETLAND
DELINEATED IN
r_ 2001
50' WETLAND BUFFER
PER PHASE 1 PLAT
STREAM BUFFER
' P
_ STREAM AS
DELINEATED IN
63 MAY 2017
42
/ /
44 / � �
61
45 /
4660
/
7
/ r
� 59
I
1 58
SEE SHEET 13
� l
57
i
56
52 / 53 I 54 I 55
N 88'24'45" W 2631.48'
I
62
150'
I'
Jr
I
,
I
I
,
a
WETLAND g
BUFFER
1 � I
,
1
150,
1
z
,
1
1
TRACT A
,
I
WETLAND AS
DELINEATED IN 5
MAY 2017 'I
I
I
z
I
I
4
I
21
DWG NAME. \\ESM8\ENGR\ESM-JOBS\965\018\021
.DWG
OLYMPIC TERRACE DIVISION 2 - PHASE 2 MLA05-00013
SUB18-00015
A PLAT COMMUNITY
A PLAT ALTERATION AND AMENDMENT OF TRACTS A, B, C, D AND E OF OLYMPIC TERRACE DIVISION 2 - PHASE 1
PORTIONS OF THE SW 1 /4 NE 1 /4, NW 1 /4 SE 1 /4, SW 1 /4 SE 1 /4, NW 1 /4 SW 1 /4, 16
21
NE 1 /4 SW 1 /4, SE 1 /4 SW 1 /4, SW 1 /4 SW 1 /4 AND SE 1 /4 NW 1 /4, N 84' 16'58•. w
SECTION 91 ; TOWNSHIP 28 NORTH., RANGE 1 EAST; W,Mz, JEFFERSON �=CUNTY; WASHiNGTCaN 97.77�
PLAT OF 'FAIRWOOD VILLAGE" "5�-5N_
9 '
VOLUME 6, PAGES 170-173 ° �-'� - ~ - o g
AUDITOR'S FILE NO. 348678
N 88' 1 6911
1,. W 6'�. / / , / ' N 84' 16'57" W
90.31'
/ ' Q
l
00 I I jL'A
c1q I I I / I O CD, q
1
1 STORM DRAINAGE
�+ 1 I EASEMENT 1
AUDITOR'S FILE
[ 1 [ [ NO. 465417
CN
to
II ti
EASTERLY LINE OF PARCEL B z I I f l
AS DEPICTED ON THAT RECORD TRACT A
20' UTILITY ACCESS
OF SURVEY RECORDED IN EASEMENT AUDITORS r fir~
VOLUME 7, PAGES 170-174 FILE NO. 511272 I J
SCALE: 1" = 100' AUDITOR'S FILE NO. 298845
Li
100 50 0 100 200 JI I II CD 39
1 j r a .-
lll� z
1 1 N 89'06'41 " E
180.96,
1
(a 1 w
LEGEND
a SURFACE BRASS CAP WITH PUNCH IN CONCRETE SET BY ESM [ Cj rj
AND STAMPED "LS 29294" (UNLESS OTHERWISE NOTED) Z STORM DRAINAGE
SURFACE BRASS CAP WITH PUNCH IN CONCRETE SET BY ESM EASEMENT - AUDITOR'S' III a
FILE NO. 465418
AND STAMPED IS 44925" IN CONJUNCTION WITH THIS PLAT z
R RADIUS , TRACT A
❑ DELTA I III '
SANITARY SEWER
L ARC LENGTH
EASEMENT
(R) RADIAL BEARING I II I
- AUDITOR'S
C ] RADIAL BEARING AT LOT CORNER a FILE NO. 465419 II 1 �/I�III
— -- WETLAND I I ' 11 21
-------- --- WETLAND BUFFER o to_ _ /
N.G.P.E. NATIVE GROWTH PROTECTION EASEMENT �6,� -� Z- 1 11/11 1 o
14r) 40
V
,�y o PLAT OF "OLYMPIC
59 N� Ak � ; I IJ Ao TERRACE DIVISION 1
WETLAND AS �� VOLUME 7, PAGES 176-180
DELINEATED IN AUDITOR'S FILE NO. 466745
2001
\ 40' POWER LINE EASEMENT
\ - AUDITOR'S FILE NO. 52426 r
J JJ r ~ \ \ \ VOLUME 91. PAGE 143
i i r► \\ \ 1`1 25' WETLAND--/
/ f/ - TRACT A
rr y0 BUFFER PER
J r r JJ \ \ = PHASE 1 PLAT / • /
TRACT A 1
J J�j
rJJ-'-10' WATER LINE
EASEMENT - AUDITORS ` IWETLAND
1 Q' POWER LINE EASEMENT S
___71 [ r FILE NO. 292941 ~ �.Q�b` \ / DELINEATED
NEATEDIN
- AUDITOR'S FILE NO. 292975 rr
l �ll II AND
15' POWER LINE EASEMENT �Ti" �\ \ UTILITY EASEM60' ACCESS AENT
AUDITOR'S FILE NO. 298330 PER PHASE ] PLAT
ti
EASTERLY LINE OF PARCEL B �o
1 a I \
AS DEPICTED ON THAT RECORD III �,°'$ /I ~ \ \ \ 40' POWER LINE EASEMENT
OF SURVEY RECORDED IN 11 ' F, CENTERLINE STREAM / \ - AUDITOR'S FILE NO. 52426
VOLUME f7, PAGES 170-174 .N� S�' AS DELINEATED IN 2001 II /I \\ \ VOLUME 91, PAGE 143 -� TRACT A
A UDI TORS FILE NO. 298845 25' STREAM BUFFER I \ \ -
[ PER PHASE 1 PLAT $/ II \ \ `
� I I / TRACT A �\ \ 25' WETLAND BUFFER-----,W'~
(OPEN SPACE) \ \ PER PHASE 1 PLAT LL
(5,254,020 S.F.)
09 J l`• � I \ ivy ,
N 8505' 58„ � - - _ \ _
p
� _ _ _ r ` - - 25' WETLAND BUFFER
3g3 54' 6
N lr r / - - - PER PHASE 1 PLAT \ \ \
SEE SHEET 5 �� _ - WETLAND AS _ \ \\ SEE SHEET 7 N 8881.64" w
DELINEATED IN s r \ \
/ WETLAND A5 n, 2001 r '
— / / DELINEATED `t - - -
-/ IN 2001 .',5 �rJ NSULTIN E111G NEERS L L C
WETLAND A5 - - 1 - / 340 h Ave 5, Suite 205 I I
DELINEATED IN WETLAND -'.� g T. /�deral y, WA 98fl03
2001 - -.-
F WETLAND �� ` �' . q °s I \ \ 1; EDERAL_ WAY (253) 838-611
\ LYyNW00\ {, (425) 297-990
1. www.esmcivil�co \
TRACT A 50' WETLAND BUFFER -- �44925 SEE SHEET 11
PER PHASE 1 PLAT 25' WETLAND BUFFER Civil Engineering I Land Surveying I Land Planning
PER PHASE 1 PLAT _tko Public Works Proiect Management Lnndscnne Architecture
DWG NAME:
18/0211SURVEY PLOTS\FP-06.DWG
OLYMPIC TERRACE DIVISION 2 - PHASE 2
A PLAT COMMUNITY
MLA05-00013
SUB 18-00015
A PLAT ALTERATION AND AMENDMENT OF TRACTS A, B, C, D AND E OF OLYMPIC TERRACE DIVISION 2 - PHASE 1
PORTIONS OF THE SW 1 /4 NE 1 /4, NW 1 /4 SE 1 /4, SW 1 /4 SE 1 /4, NW 1 /4 SW 1 /4,
NE 1 /4 SW 1 /4, SE 1 /4 SW 1 /4, SW 1 /4 SIN 1 /4 AND SE 1 /4 NW 1 /4,
SECTION 21, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M., JEFFERSON COUNTY, WASHINGTON
;;1 SEE SHEET
.. CENTERLINE -� �� 24 �� 4d POWER LINE EASEMENT '
STREAM ',•� � 25' WETLAND BUFFER / \ � -AUDITOR'S FILE N0. 5242fi
WETLAND AS IN 2001
1�• ,,� WETLAND �I PER PHASE 1 PLAT 23 \ VOLUME 91, PAGE 143 _
DELINEATED WETLAND A5
IN 2001 15' STREAMdI\•
rBUFFER PER t , • ,` DELINEATED IN 2001 ��
WETLAND PHASE 1 PLAT
TRACT A 1 '
TRACT A
22 NORTH --SOUTH (OPEN SPACE)
TRACT A B0' ACCESS AND SEE SHEET 11 CENTERLINE OF (5,254,020 S.F.)
UTILITY EASEMENT SECTION
PER PHASE 1 PLAT
—7_1 26 ,�
�l
50' WETLAND 37 I 36 ;
------ BUFFER BUFFER PER 1 1 27 ,
PHASE 1 PLAT 20' UTILITY EASEMENT ,� 1 '
PER PHASE 1 PLAT
I { 20' ACCESS EASEMENT PLA r OF OL YMPIC TERRACE 1
PER PHASE 1 PLAT' „
35 ` 8 _ L j 1 DIVISION 2— PHASE 1 1 "
{ 1 1 VOL UME 8, PAGES 64-75
{l 1 1 Z
Q A 28 AUDITOR,S FILE NO. 523326 1 i
Ln
34 �� 11 SHEET 11 DF 12 CENTERLINE
,39
� { r j 15' UTILITY EASEMENT II � ` 29 � 0 � ', '+ ASR STREAM
WETLAND �,, --i PER PHASE 1 PLAT
0 O 1 � � � 15' UTILITY EASEMENT �4 18 IN 2001
Fn Z{ PER PHASE 1 PLAT IPA
1 1
40 l p { 33 11 11 17
_ '
} C 20' ACCESS EASEMENT l� 0 17 1 '
PER PHASE 1 PLAT '
� I r
WETLAND AS TRACT A N } 11 .>, 20' ACCESS EASEMENT 15' STREAM
INDELINEATED J - 64 233 41 SHEET 12 OF 12 1 { 31 1 ' 11 PER PHASE 1 PLAT 1 11 �� ��$�,Fs ER PER
_ W 4 '32 1 l l ' i PHASE 1 PLAT
26 l 1 l 76
pt
r
a29'23'24" L=y4g5'
. _— TRACT A
R=400.00' ��2�¢¢o356
�`-T�9.82'r 7$•17'22E
410.45
4¢,
o` -A=35'46'10 R250.00'� - - - -- R=,370.00� 47'47N L=1 17.44' 10
L=230.99 r l r
r
N 47. w �26'54'57" r
10' UTILITY EASEMENT PER 74 4 ^ w Cj 3
PHASE 1 PLAT (TYPICAL) 2 p 44 1 R 280.00' _ r
STREAM L_131.54'p— C13 1 3O' 30' 78 WETLAND AS
❑=26-54'S7 y 172� E DELINEATED IN
�1r N78, MAY 2017
' r oa
STREAM AS N 7 561s2 f uj i 60. WETLAND 00
- - DELINEATED IN
MAY 2017 }' W
�[ J I 150'
I �LfQ I WETLAND BUFFER U)
coTRACTA 64 ¢ I w
(OPEN SPACE) I I I 76
Q(5,254,020 S.F.) 1 �Z 1 TRACT A
1
• � WETLAND AS
� 65
� I + DELINEATED IN,,
75 MAY 2017
W ` I
w ,.
_ STREAM 1 r +-_-�J-50' WETLAND
� ''BUFFER 66 SEE SHEET 14 ; / f BUFFER
111 STREAM
w BUFFER
74
[!) I-
fi7 } 30'
r
i
30
73
y 5
72 ,
1
,
TRACT A
20 21 `
29 28
N 88'24'45" W 2631.48'
LEGEND � ,
UNPLA TTE-D
Q SURFACE BRASS CAP WITH PUNCH IN CONCRETE SET BY ESM
AND STAMPED "LS 29294" (UNLESS OTHERWISE NOTED)
SURFACE BRASS CAP WITH PUNCH IN CONCRETE SET BY ESM
AND STAMPED "LS 44925" IN CONJUNCTION WITH THIS PLAT
R RADIUS
❑ DELTA SCALE: 1 " = 100'
L ARC LENGTH
(R) RADIAL BEARING 100 50 0 100 200
C 7 RADIAL BEARING AT LOT CORNER
--- WETLAND
-------------- WETLAND BUFFER
N.G.P.E. NATIVE GROWTH PROTECTION EASEMENT
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
C13
90'00'00"
20.00
31.42
C 14
83*37'14"1
20.00
1 29.19
1 1 1/
,
69 71 WETLAN D
70
WETLAND
BUFFER
28
N 88'22'02" W
1315.88'
21 i 2.2
26 17
DWG NAME: \\ESM8/ENGR/ESM-JOBS/965/018\021\SURVEY PLOTS\FP-07.DWG
OLYMPIC TERRACE DIVISION 2 - PHASE 2
A PLAT COMMUNITY
MLA05-00013
SUB 18-00015
SEE SHEET 6 A PLAT ALTERATION AND AMENDMENT OF TRACTS A, B, C, D AND E OF OLYMPIC TERRACE DIVISION 2 - PHASE 1
0.4 PORTIONS OF THE SW 1 /4 NE 1 /4, NW 1 /4 SE 1 /4, SW 1 /4 SE 1 /4, NW 1 /4 SW 1 /4,
21 NE 1 /4 SW 1 /4, SE 1 /4 SW 1 /4, SW 1 /4 SW 1 /4 AND SE 1 /4 NW 1 /4,
SECTION 21, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M., JEFFERSON COUNTY, WASHINGTON
��{� ; `;• SEE SHEET 1 ❑ 1 ll l 1
125' WE
7LAN D_/
�. BUFFER ER PER 15' STREAM BUFFER »
PLAT OF "OLYMPIC TERRACE
\PHASE 1 PLAT PER PHASE 1 PLAT DIVISION 2 — PHASE 1 "
\''
WETLAND A5 � �
DELINEATED IN VOLUME 8, PAGES 64-75
2001 - - 2 AUDITOR'S FILE N0. 523326
1
CENTERLINE STREAM - - r - - _30' 3p 1
22 AS DELINEATED IN 2001 - -- - -' - -
f
NORTH -SOUTH - --
CENTERLINE OF 15' STREAM BUFFER
SECTION PER PHASE 1 PLAT CENTERLINE STREAM 3 { I I
AS DELINEATED IN 2001 y
I..21\ ..-------- ------ I ' I
20' ACCESS EASEMENT --'
w PER PHASE 1 PLAT ; t`,
__ _--Y -
W ,-------------- "" j
CENTERLINE STREAM
1 AS DELINEATED IN MAY 2017
w 20 4 PLA T OF "OLYMPIC TERRACE
� r�. TRACT A SEE SHEET 10 j DIVISION 2 — PHASE I"
(OPEN SPACE) VOLUME 8, PAGES 64-75
t
,• [5,254,Q2Q S.F.)
AUDITOR'S FILE N0. 523326
79 5 I I
15' STREAM BUFFER 15' STREAM BUFFER I Q I TRACT A
PER PHASE 1 PLAT
13 I (OPEN SPACE)
I , w I (5,254,020 S.F.) EAST LINE OF THE
Q ►� 78 ' (] I W 1/2 OF THE
1 `+, 15' STREAM BUFFER CENTERLINE STREAM
- - - - - - - - Z SECTION SE 14 OF
W {� h 1 PER PHASE 1 PLAT AS DELINEATED IN 200' - - -
CQ
� .
z I
W '
17 1--- I Ia
QCLu - 6 I U
I , I
zz 'Co
W k 1 I I SEE SHEET 10 1 I
16 1 1 1�
Jo 7
j 1 1 10 4a' _ — r _ ~ ~ _ C ' I i PLAT OF "OLYMPIC TERRACE
" Y4 r ❑,-53' 54'03" R_ �3� '
_ DIVISION 2 --- PHASE 1
Q sts, 10' UTILITY � ' ' I
r 46p.45' r C�2 �, EASEMENT PER
r E s� PHASE 1 PLAT 11 8 I I VOLUME 8, PAGES 64-75
r l N ��� wA _ r �'� \ (TYPICAL) r I I AUDITORS FILE NO. 523326
r r — ❑=10'S0'04"
R=270.00' ♦JRh J
410-45`' L=51.Q6' � \ ,y sr�s��, fn
�a r r 17 x2 SEE SHEET 9 I n W
N 79'20'21" W (R) ❑=19'59'33"
w
10' UTILITY EASEMENT 60.00' R=270.00 �d'•,S \ + I I is
L=94.21' �s,��
PER PHASE 1 PLAT ,
(TYPICAL) TRACT A r `� ~ \ �g� ,� 2 y - ¢ � 11, N 9r�•oa'ao� J 30' 30'
5 WETLAND AS 50, \ S — 65.94'
z
MAY 2OTED IN WETLAND 150, w�LgNO QUF�E� \-- Ca22� �'3Q0 00, N 90'00'a0" W 1
77 WETLAND BUFFER R,3�•>> 2 115.94'
C " 30 s
I 150' 24 op ,,
��a Aso" 3 ' — — 65.94'
WETLAND BUFFER N 90'00'00" W1
rc" 30' 30'
76
CURVE TABLE
CURVE
I DELTA
I RADIUS LENGTH
C 15
101 "32' 13"
20.00 1 35.44
wErLAND A5 !c�IsQ, ; WETLAND As SEE SHEET 9DELINEATE
MAY 2017D IN o �G MAY DELINEATED IN
2017
10
75 1
I `? PAVED EMERGENCY
ACCESS ROAD
WETLAND r-
r
1
I
74 ,�� WETLAND N0BUF--FER 1 �,
BUFFER _ PLA T of "OL YMPIC TERRACE
' 'DIVISION 2 — PHASE I"
110, WETLAND WETLAND VOLUME 8, PAGES 64-75 1
T 73 0 �� AUDITOR'S FILE NO. 523326
UwJ
N
w s°" o WETLAND 72 '
w
w WETLAND AS S
DELINEATED IN __---
' I 4-
WETLAND MAY 2Q17 SEE SHEET 9 JSEE SHEET 4 FOR
71 TRACT A ,' f o �w�Q' � OFPLOCAON
ROXIMATE CONNECTION TOTITTEAL
(OPEN SPACE) 3030, r 4 Q
(5,254,020 S.F.) 14 LAKE ROAD
\ ' 1
I
�` • �� 50' WE BUFFER TRACT A
-- r
' N 88.22*02" W
WETLAND 1315.88'
BUFFER ,+ 75 1 C
I
21 =
LCULNU
U SURFACE BRASS LAP WITH PUNCH IN CONCREi E SET Ff ESM
AND STAMPED "LS 29294" (UNLESS OTHERWISE NOTED)
SURFACE BRASS CAP WITH PUNCH IN CONCRETE SET BY ESM
AND STAMPED "LS 44925" IN CONJUNCTION WITH THIS PLAT
R RADIUS
❑ DELTA
L ARC LENGTH
(R) RADIAL BEARING
C 7 RADIAL BEARING AT LOT CORNER
— • — WETLAND
------ WETLAND BUFFER
N.G.P.E. NATIVE GROWTH PROTECTION EASEMENT
N 88'22'02" W 1315.88'
UNPLA TTED
SCALE: 1" = 100'
100 50 0 100 200
0
2 1 r 22 rT1
r �2�8 2�7
CONSULTING ENGINEERS L L C
Ave 5, Suite 205 Feder I G f f
Federall Way, WA 980O3
FEDERAL WAY (253) 838-6113
LYNNWOOD (425) 297-9900
www.esmcivil.com
Civil Engineering Land Surveying Land Planning
Public Works I Project Management I Landscape Architecture
i
DWG NAME: //ESMB\ENGR/ESM-JOBS/965/018/021/SURVEY PLOTS\FP-08.DWG
OLYMPIC TERRACE DIVISION 2 - PHASE 2
A PLAT COMMUNITY
MLA05-0001 3
SUB18--00015
A PLAT ALTERATION AND AMENDMENT OF TRACTS A, B, C, D AND E OF OLYMPIC TERRACE DIVISION 2 - PHASE 1
PORTIONS OF THE SW 1 /4 NE 114, NW 1 /4 SE 1 /4, SW 1 /4 SE 1 /4, NW 1 /4 SW 1 /4,
NE 1 /4 SW 1 /4, SE 1 /4 SW 1 /4, SW 1 /4 SW 1 /4 AND SE 1 /4 NW 1 /4,
SECTION 21, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M., JEFFERSON COUNTY, WASHINGTON
SEE SHEET 10 I I
7 I I
TRACT A I 30' 30, I
(OPEN SPACE) 1
(5,254,020 S.F.) `14 i f
3t rJ rr I i
EAST LINE OF THE
a \ I 8 ! W 1/2 OF THE p SE 1/4 OF
b I b- rr- ` r6 1 SECTION
0 r j 1
` \ PL4 T OF "OL YMPIC TERRA CE I '� w I
DIVISION 2— PHASE 1" o I Q w
\ 4, � ��� � \ VOLUME 8, PAGES 64 —75
�, �i UDI TOR'S FILE NO. 523326 0 n 0 1
10' UTILITY EASEMENT �~ \ Rho �3 ��y �� rRs \�,, ' I z 1
PER PHASE 1 PLAT
(TYPICAL)
10' UTILITY EASEMENT
PER I(TYPICAL)SE 1 PLAT
w 1
\\ a��2• r N 90-00'00" W 221,33' 1 op Q 1
�\ ��2•��'�s.. �_ _ TRACT A � I
2s R-27o _ N 90.00'00" AC3 a w
\ 00, 65.TV G z 1 1
\ e.g2• R 00 00 =r 98. a2' Q I TRACT A
rr 2sy —�o. a �- (OPEN SPACE)
s ' N 9a•00'00" w
w � LI] (5,254,020 S.F.}
. 00 , 1 15.94' Z
W � O I \
WETLAND A5 a -
DELINEATED IN J
WETLAND AS 65.94'
r — _ b
MAY 2017 DELINEATED IN 50� N 90'00'00" W l w o rn 1
MAY 2017 I
9 �"�° TRACT A 1 n 1
' c16 1� 0 30' 30' I ��
N 89'41'32", E 240.00' (R) Q ,
z '
WITHIN LOTS 10-15,
NATIVE GROWTH f
x PROTECTION EASEMENT
o PER PHASE 1 PLATOD
1 �,
10
W WETLAND �': $ oil
_ WITHINLOTS
A10-15,
S W`
DELINEATED IN 2001 1
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
C13
90'00'00"
20.00
31.42
C 16
0' 18'28"
330.00
1.77
C17
64737'23"
20.00
22.56
LEGEND
W n ' �a
W
LESS �
cl)l PLA T OF "OL YMPIC TERRACE
DIVISION 2 — PHASE I `
p�Y VOL UME 8, PAGES 64 —75
AUDITOR'S FILE NO. 523326
WETLAND AS DELINEATED IN
2001. 25' 'BUFFER FALLS ' cs \
WITHIN 150' BUFFER FOR 12 1 s? '
A�4 �F4F WETLAND TO NORTH. `''. L'' \ ,
70
WETLAND I t 4,
p CA
WETLAND °' p
p i a C
w \
------------------ - p 1 I I
WETLAND AS
DELINEATED IN
MAY 017 i+
1• ,
TRACT A ' 1
(OPEN SPACE)
(5,254,020 S.F.) w ��
UFFF � !
� 74 CD
;
30,
+� �I 30, ohm
o f a
J
SOUTH LINE OF
SECTION 15 ! 1
� 20.00
N 78'4 y '00h w I
1 1
I
SURFACE BRASS CAP WITH PUIJCH IN CONCRETE SET BY ESM
AND STAMPED "LS 29294" (UNLESS OTHERWISE MUTED)
SURFACE BRASS CAP WITH PUNCH IN CONCRETE SET BY ESM
AND STAMPED IS 44925" IN CONJUNCTION WITH THIS PLAT
R RADIUS
❑ DELTA
L ARC LENGTH
(R) RADIAL BEARING
C 7 RADIAL BEARING AT LOT CORNER
— • • — WETLAND
WETLAND BUFFER
N.G.P.E. NATIVE GROWTH PROTECTION EASEMENT
DWG NAME: \/ESMS/ENGR/ESM-JOBS\965\018\021\SURVEY PLOTS/FP-09.DWG
n
N 88.22'02" W 1315.88'
UNPL4 TIED
SCALE: 1 " = 66'
60 30 0 60 120
Iz
❑=189'13'21"
R= 50.00'
L=165.13'
N 45-54'58" E (R) 20.00'
1
OLYMPIC TERRACE DIVISION 2 - PHASE 2
A PLAT COMMUNITY
MLA05-00013
SUB 18-00015
A PLAT ALTERATION AND AMENDMENT OF TRACTS A, B, C, D AND E OF OLYMPIC TERRACE DIVISION 2 - PHASE 1
PORTIONS OF THE SW 1 /4 NE 1 /4, NW 1 /4 SE 1 /4, SW 1 /4 SE 1 /4, NW 1 /4 SW 1 /4,
NE 1 /4 SW 1 /4, SE 1 /4 SW 1 /4, SW 1 /4 SW 1 /4 AND SE 1 /4 NW 1 /4,
SECTION 21, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M., JEFFERSON COUNTY, WASHINGTON
_r
i
00
w
uj
U)
W
(1)
TRACT A
(OPEN SPACE)
(5,254,020 S.F.)
PLA T OF "OLYMPIC
TERRACE DIVISION 1 "
VOLUME 7, PAVES 176- 780
AUDITOR'S FILE NO. 466745
rr:�r•9211111.0
N 88'22'48" W 836.28'
-Zl
N 88'22'48" W 1181.64'
tt� 5 0� ' �} rC 9
N 12'22'03" W 27.21' J
N 77'37,57" E
2kp.p0
FA
PLAT OF "OLYMPIC TERRACE
DIVISION 2 - PHASE 1 "
VOL UME 8, PAGES 64 - 75 -
AUDITOR'S FILE NO. 523326
i z) S i REAM BUFFER N WITHIN LOTS 2 AND 3,
PER PHASE 1 PLAT - _ 2 NATIVE GROWTH
PROTECTION EASEMENT
PER PHASE i PLAT
CENTERLINE STREAM \ x — WITHIN LOTS 2 ANn J.
AS DELINEATED IN 2001 , o STREAM AS DELINEATED 3
CENTERLINE STREAM -4 cn IN 2001
}t AS DELINEATED IN 2001
[N 87'20'35" E (R>
N 87' 15'52" W-241.56'
CENTERLINE STREAM ` ---------- -- - -M1
AS DELINEATED IN MAY 2017 ----�
-----'
---------------------- -'`-
- - - N 00'00'00" E 14.44r
i = N 90'00'00" W 240.00'
r
r
,
4
0
C5
1
PLA T OF "OL YMPIC TERRACi
15' STREAM W DIVISION 2 - PHASE 1
TRACT A BUFFER =
o VOLUME 8, PAGES 64 - 75
r 0 AUDITOR'S FILE NO. 52332.
0
0
5
, r
CENTERLINE STREAM N 90'00'00" W 240.00'
' +r
AS DELINEATED IN
2001-------------- --
r
•
r� , ' ' - - - - - - - - - - - - - - - -
N 90'00'00" W 240.00'
v WITHIN LOTS 6 AND 7,
- STREAM AS DELINEATED
IN 2001
CENTERLINE STREAM ;
A5 DELINEATED IN MAY 2017 15' STREAM PLAT OF "'OL YMPIC TERRA
BUFFER DIVISION 2 - PHASE 7
00 r' VOLUME 8, PAGES 64-;
F-
LU AUDITOR'S FILE N0. 52J,
W
N 7
WITHIN LOTS 6 AND 7,
W TRACT A a NATIVE GROWTH
W o PROTECTION EASEMENT
;0 � i PER PHASE 1 PLAT
LEGEND
Q SURFACE BRASS CAP WITH PUNCH IN CONCRETE SET BY ESM
AND STAMPED IS 29294" (UNLESS OTHERWISE NOTED)
SURFACE BRASS CAP WITH PUNCH IN CONCRETE SET BY ESM
AND STAMPED IS 44925" IN CONJUNCTION WITH THIS PLAT
R RADIUS
❑ DELTA
L ARC LENGTH
(R) RADIAL BEARING
C ] RADIAL BEARING AT LOT CORNER
— -•- — WETLAND
-------------- WETLAND BUFFER
N.G.P.E. NATIVE GROWTH PROTECTION EASEMENT
DWG NAME://ESM8/ENGR\ESM-JOBS/965\018\021\SURVEY PLOTS/FP-10.DWG
b
0
SEE SHEET 9
MT. WILDER WAY
SCALE: 1" = 60'
60 30 0 60 120
EAST LINE OF THE
W 1/2 OF THE
SE 1/4 OF
SECTION
OLYMPIC TERRACE DIVISION 2 - PHASE 2 MLA05-00013
5UB18-00015
A PLAT COMMUNITY
A PLAT ALTERATION AND AMENDMENT OF TRACTS Al B, C, D AND E OF OLYMPIC TERRACE DIVISION 2 - PHASE 1
PORTIONS OF THE SW 1 /4 NE 114, NW 1 /4 SE 1 /4, SIN 1 /4 SE 1 /4, NW 1 /4 SW 1 /4,
WETLAND AS NE 1 /4 SW 1 /4, SE 1 /4 SW 1 /4, SW 1 /4 SW 1 /4 AND SE 1 /4 NW 1 /4,
D2001 ELINEATED IN SECTION 21, TOWNSHIP 28 NORTH, RANGE 1 EAST, W,M., JEFFERSON COUNTY, WASHINGTON
WETLAND SEE SHEET 6
\
40' POWER LINE EASEMENT
25' WETLAND BUFFER—,- N 7 J \ \ - AUDITOR'S FILE NO. 52426 4r.
PER PHASE 1 PLAT �� r f \ \ VOLUME 91, PAGE 143
r f \ N
TRACT A r r ~ \ 6
6 �, \ •� ` `, Q , DELINEATED WETLAND ASIN
15' STORM DRAINAGE �p • \ �y 2001
I EASEMENT (PRIVATE)
nb / PER PHASE 1 PLAT�L
\ 3! 9 T
r,
24 \ \ \ \
15' STORM DRAINAGE CURVE TABLE
EASEMENT (PRIVATE) / 25 \ \ \ CURVE DELTA RADIUS LENGTH
PER PHASE 1 PLAT / \ / C13 9O.00'OD" 20.00 31.42
I 1 IR
1 rn --m— NORTH -SOUTH
iv LP CENTERLINE OF
SECTION
UTILITY EASEMENT PER � _ �
PHASE 1 PLAT N 89-45'07" E (R)
--T7 1 0 1 1
1 26 Lr _ l
-L�l
70
ul
♦ ♦ i `a i 21 i
♦ L 1
15' UTILITY MTRACT
PERA
EASEMENT
1 u FA PV'� ' , °o N 6g A� 1 (5.254,020 S.F.)
PLAT � pER PNPSE '' �
I I 27 1X 3d
I I 1 20 li p� � rz� DO
W
W
35 } } 1 11 1 PLAT OF "OL YMPIC TERRACE
4 1 ll II 1 11 DIVISION 2 — PHASE 1 t, N ,. w
} I 28 i i 1 VOL UME 8, PAGES 64- 75 1
T i zl AUDITORS FILE NO. 52JJ26
15' UTILITY EASEMENT 3 1� �
PER PHASE 1 PLAT
34 1 C7�
1
r 11 ' 29 i 1 18 i a�
10' UTILITY EASEMENT �'
W ` l -�] N PER PHASE 1 PLAT 1 �G
= {TYPICAL)
20' ACCESS EASEMENT
U7 PER PHASE 1 PLAT 1 1 NA
W 1 1 7 00.1 i
w 1 J0 r 20' ACCESS EASEMENT 1w
C0 33 l 15' UTILITY EASEMENT 1 0 , PER PHASE 1 PLAT
' PER PHASE 1 PLAT p 1
17
1
Il 1 �� 11 li 11 11
Jz2 ,, 1 15' UTILITY EASEMENT
1 PER PHASE 1 PLAT
N
;1 -3° P 1 N ��°-' TRACT A I I I 1 l:-
- _ — _ _ TRACT A //� //1 TRACT A ��� ;; `� �► i -yr —
/ / ` (OPEN SPACE) �,`° ��'o0 0 3$ W
(5,254,020 S.F.) Nc�,,a a.aa l
10' UTILITY EASEMENT ❑• J l 4g' o
PER PHASE 1 PLAT 0� a~_� 30' 410'
(TYPICAL) N 30 x n --� N 7s 17 , 460 4�
N 74.4 j 1' eF2' 34.66' 0� T3 Y lLA
0 _ 7�•247'47— `` i�g'447
2104Q' R=22000' 5$.1
d'_.2
— — — — 57�381',p4$' N r
16 " r J J TO THE INTERSECTION
W �'' 10$ r r J l OF MT. CDLVSTANCE WRY
27p,26, 4- R 250.00' r
SEE SHEET 7 2s'54'S7'p L=117.44'LA r r r TRACT A
_
1
T=59.83' ~
LEGEND
0 SURFACE BRASS CAP WITH PUNCH IN CONCRETE SET BY ESM SEE SHEET 14
AND STAMPED "LS 29294" (UNLESS OTHERWISE NOTED)
SURFACE BRASS CAP WITH PUNCH IN CONCRETE SET BY ESM CONSULTING ENGINEERS L
AND STAMPED IS 44925" IN CONJUNCTION WITH THIS PLAT g�I 33400 8th Ave S, Suite 205
SCALE: 1 = 60' R RADIUS �` ° *' ''6'�' Federal Way, WA 98003 I
DELTA O
60 30 0 60 120 L ARC LENGTH FEDERAL WAY (253) 83
LYNNWOOD (425) 29
(R) RADIAL BEARING 44925 o www.esmcivil.com
C ] RADIAL BEARING AT LOT CORNER►s>�
......-...
WETLAND 0 ALLAY Civil Engineering Land Surveying Land Planning
-------------- WETLAND BUFFER OV
Public Works I Project Management f Landscape Architec
N.G.P.E. NATIVE GROWTH PROTECTION EASEMENT 6;0 DATE : 2024-05-09 JOB NO. 965-018-021-0005
DWG NAME: \\ESM8\ENGR\ESM-JOBS\965\O18\021\SURVEY PLOTS\f=P-11.DWG DRAWN BY: CAF SHEET 11 OF 14
OLYMPIC TERRACE DIVISION 2 - PHASE 2
A PLAT COMMUNITY
MLA05-00013
SUB18-00015
A PLAT ALTERATION AND AMENDMENT OF TRACTS A, B, C, D AND E OF OLYMPIC TERRACE DIVISION 2 - PHASE 1
PORTIONS OFF THE SW 1 /4 NE 1 /4, NW 1 /4 SE 1 /4, SW 1 /4 SE 1 /4, NW 1 /4 SW 1 /4,
NE 1 /4 SW 1 /4, SE 1 /4 SW 1 /4, SW 1 /4 SW 1 /4 AND SE 1 /4 NW 1 /4,
SECTION 21, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M., JEFFERSON COUNTY, WASHINGTON
SEE SHEET 6
25' WETLAND BUFFER 'd.
� 25' WETLAND BUFFER I
PER PHASE 1 PLAT ---- PER PHASE 1 PLAT
%ACCESS AND UTILITY
' `
_ UTILITY EASEMENT I
'-- ' PER PHASE 1 PLAT I
WETLAND AS
WETLAND AS
DELINEATED IN \ WETLAND DELINEATED IN 2001
\ I
2001
�J TRACT A 25
\' (OPEN SPACE)
` \ (5,254,020 S.F.) 1
WETLAND 25" STREAM BUFFER
PER PHASE 1 PLAT
50' WETLAND BUFFER \ `
PER PHASE 1 PLAT
/ �• UTILITY EASEMENT
��II CENTERLINE !g. PER PHASE 1 PLAT
------- STREAM N s,s$S
AS DELINEATED �3 —. "
IN 2001 29'1 • � — — — T � 26
TRACT A
CURVE TADLE
CURVE
DELTA
RADIUS
LENGTH
C20
10' 15'27"
250,00
44.76
C21
83'37'14"
20.00
29.19
C22
18'05'52"
230.00
72.65
C23
18'05'52"
235.00
74.23
C24
06'22'46"
365.00
40.64
C25
23'00'38"
370.00
14&60
C26
29'37'53"
170.00
87.92
C27
53'36'22"
20.00
1 18.71
10' UTILITY EASEMENT
ESTABLISHED UPON THE
RECORDING OF THIS PLAT
APPROXIMATE LIMITS OF
EASEMENT TO MAKE AND
MAINTAIN SLOPES FOR
CUTS AND FILLS OF THE
.'
ROAD - SEE PARAGRAPH 6
'�• TRAC
OF SECTION C OF THE ���
DEDICATION, COVENANTS -J
AND RESTRICTIONS ON
R=330.00'
SHEET 2
48:20„
L-286.86:
6_�g
STREAM
AS DELINEATED
IN MAY 2017
LEGEND
- - - - tv ` , SpV'� S, o
1❑ pp w b
0 SURFACE BRASS CAP WITH PUNCH IN CONCRETE SET BY ESM
AND STAMPED IS 29294" (UNLESS OTHERWISE NOTED)
BRASS CAP WITH PUNCH IN CONCRETE SET BY ESM AND STAMPED
"LS 44925" IN MONUMENT CASE IN CONJUNCTION WITH THIS PLAT
R RADIUS
❑ DELTA
L ARC LENGTH
(R) RADIAL BEARING
C 7 RADIAL BEARING AT LOT CORNER
— — WETLAND
-------•••-•-- WETLAND BUFFER
N.G. P.E. NATIVE GROWTH PROTECTION EASEMENT
R=200.00' L=126.36 -
N 03-54'47" E (R) 5.00'
SEE SHEET 7
n
DWG NAME:: \\E4SMBIENGR/ESM-JOBS/965/018/021\SURVEY PLOTS/FP-12.DWG
SCALE: 1 = 60'
60 30 0 60 120
J6 \
♦
a ♦ ♦`
TILITY EASEMENT 00
3HASE 1 PLAT p`�' �O
Q1 A }
L y
h1 y
to J 5
� l
1
� y
15' UTILITY EASEMENT
PER PHASE 1 PLAT
TRACT A
(OPEN SPACE)
(5,254,020 S.F.)
�� upHPSE �
PER
15' UTILITY EASEMENT
PER PHASE 1 PLAT
32 �� � 30
E 267.95' 1
N 85'04'22" / }
N 14711'05" W 13.85'
&=23'06 38" ~ / )�D' UTILITY EASEMENT
L-T 72, 69'� e / / PER PHASE 1 PLAT
R-430.00 J (TYPICAL)
_ TRACT A
23.24" R=400.00.�L�78 ` rl�
�-10" R=370.00' L=230.99' �447'4� WtV
777
W
a
`' _ � 1 T 27
N O7'48' i 9" W N 7
48'55" E (R) 5.00' 1 ¢=7 4 r " Wvv'� - _ ---
21.
TRACT A
(OPEN SPACE)
(5,254,020 S.F.)
OLYMPIC TERRACE DIVISION 2 - PHASE 2
MLA05-00013
SU618-00015
A PLAT COMMUNITY
A PLAT ALTERATION AND AMENDMENT OF TRACTS A, B, C, D AND E OF OLYMPIC TERRACE DIVISION 2 - PHASE 1
PORTIONS OF THE SW 1 /4 NE 1 /4, NW 1 /4 SE 1 /4, SW 1 /4 SE 1 /4, NW 1 /4 SW 1 /4,
NE 1 /4 SW 1 /4, SE 1 /4 SW 1 /4, SW 1 /4 SW 1 /4 AND SE 1 /4 NW 1 /4,
SECTION 21, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M., JEFFERSON COUNTY, WASHINGTON
❑=49'48'20"
R=300.00'
L=260.78'
WETLAND '---- _
- _ _ _ r 10' UTILITY EASEMENT
SCALE: 1" = 60' ESTABLISHED UPON THE
WETLAND AS 50' WETLAND BUFFER RECORDING OF THIS PLAT
DELINEATED IN PER PHASE 1 PLAT
2001 j
60 30 O 60 120 APPROXIMATE LIMITS OF Loll,
EASEMENT TO MAKE AND �
MAINTAIN SLOPES FOR f
CUTS AND FILLS OF THE .�11'
ROAD SEE PARAGRAPH 6
LEGEND -- �-
i OF SECTION C OF THE _
DEDICATION, COVENANTS
SURFACE BRASS CAP WITH PUNCH IN CONCRETE SET BY ESM __ ----- AND RESTRICTIONS ON
AND STAMPED "LS 29294" (UNLESS OTHERWISE NOTED) - f TRACT A SHEET 2�-_
BRASS CAP WITH PUNCH IN CONCRETE SET BY ESM AND STAMPED •--� �Z Z � - - - - - - - - - -
"LS 44925" 1N MONUMENT CASE IN CONJUNCTION WITH THIS PLAT�..�� - w'A�[ �6
V" 2�8 ors
R RAalus SEE SHEET 5
❑ DELTA
L ARC LENGTH
(R) RADIAL BEARING _ A TRACT A
��� yh 0 dos �.- - � �9 � ,-
C ] RADIAL BEARING AT LOT CORNER p �L'�r .'II�7 moo. tJ 6`Z�Z
• . sr
—... _ WETLAND TRACT A �, 42 $°
WETLAND BUFFER y 41 (7,835 SF) ,� �• p. 16 0. y � ¢
(OPEN SPACE) ti 117. Q " �� .".�6' 5
N.G.P.E. NATIVE GROWTH PROTECTION EASEMENT ay '�ti� �� V, g �'� 63
n
Lo
W
Lu
U)
TRACT G
(UTILITIES)
(3,355 S.F.)
(5,254,020 S.F.) 'ti 0 gyp- r /•�rLA ,
cp / '� (7,600 SF) 0111
P 43 'S• 4 'kO. D��Aca' rs -}6 , STREAM AS
(7,fi00 5F) �-� 62 �p� Z$ - _ DELINEATED IN
110,/ �� ��;�
tk (8,200 SF) c°�y+ _- MAY 2017
`}i5 y
N 8274120" J - - E
gg 55.91 2 44 9S pi
z %
(8,060 SF) ,
61 D
/ ��
e1 6 cp 45 rs 0, �,` ti Qom• (8,335 SF) p `} p�� y�Z,� p ` 0 0 7
45 o v`: (7,860 SF) �,9. '.'%9 �rl,S Q� / 0�,' /ti v $v� M '
(7,260 SF} J / / ��'] / �� o
s L-47. 60
tK O moo- p=30'3Tie �Z,
d=5411' o <'
47 �iG`� 10.00' R=5 �° ��• (7,600 SF)
0
t' (6,870 SF) 6y g` / & �`?'5 `ta• 4, 150' }
6.42' N� L=118.16' o. /� `3>y� �D• WEiLq
Na BUN �FER W
.S i, tkSso.� D 8°W
s 0, 59 0
rQ s,Q9N ❑_ 00. !' ,n r�p (8.140 SF) (/j ,
`l 13 i 1I
48 rb Jo - R-s $�• 'd 4 <-N $ ry� ,'` w
❑ ( q L=r2 oD 1.55,14" E, h� W
ry (7,005 SF) �,� �� �o ,�D 2 �a-may ' ) o - N 79' 13 52„ W ry
Z ra Lo
P� m r, 10 7-
N 75'27�„ �:� �i o mi� C6 ¢J
W o a 10
j
95 00 �R}� a IR a Qj-� TJ$ o
D' �0)o . 30, CDo ,
f. `� �` Dry 30' a?(7,820 SF) � 9 ly�� rSO•
49 a tia
"' (7,005 SF) - rr a 11 TRACT F N ❑ c.� ,'
III• -
z Ll (OPEN SPACE) ,� 7g•13'52„ W `'" L � +P
(24, 7 30 S.F.)
'� r s5. oo' s
e5.20'5a" E (R) 4 TRACT A
z a zo
95.00' i 4 o aco `}
57 0 (OPEN SPACE)
to l`'` `t a f (5,254,020 S.F.)
N t- a (7,600 SF) o Z
rn m 9i4.81' n y U'� f co
3,0p" ��} WETLAND AS
-5-; 75 2 ' o, o- DELINEATED IN
50 00. cn 79.13'S2„ W MAY 2017 r
cvM.
(6.395 SF) Q• Q, +n
" E t 4-148.2fl3 �` 56
1 h5 �� ;•>tra a
69 O� °p m 7g .`ZQ� ��Y (9,245 SF) , s
� gyp°• ,� 8 ,2p37„ R`BpOp v G
� bIN �2 w ', s
i i
(6,985 SF) �` =2 ,yRo• cN S 3p, 1p y
z.� s�3.. R=110.Oa �$�$ oT BSA
da � �g •� �d=26.16'24" ,
�y tK�, moo L50.44'
.� � 52 150, ,
TRACT A (6,985 SF) o `� 54 q
s. u, a r' WETLANQ SUFFER
53 ''(10,325 SF) 55 a yy��N 15�,
Gp•17)S .. (7,905 SF} ' (11,345 5F) w P D BUFFER ��
1 ,
o K7 '
i
.4 [Q Lo i
N 75.3 51 , r SOUTH LIME OF
$• yy 70.00, 80.03, SECTION
N 88.23'19" W 150.03' ,
N 88'24'45" W 2631.48 '
' C
o
UNPLA TIED
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
Cl
5'42'34"
50.00
4.98
C2
23.59'21 "
110.00
46.06
C3
8'57'46"
180.00
28.16
C4
716' 19"
180.00
22.85
C5
10'28' 12"
1 10-00
20.10
C6
1 6.25'51 "
50-00
5.61
DWG NAME: 1/ESM8\ENGR/ESM-JOBS/965/018\021 \SURVEY
13. DWG
OLYMPIC TERRACE DIVISION 2 - PHASE 2
MLA05-00013
SUB 18-00015
A PLAT COMMUNITY
A PLAT ALTERATION AND AMENDMENT OF TRACTS A, B, C, D AND E OF OLYMPIC TERRACE DIVISION 2 - PHASE 1
PORTIONS OF THE SW 1 /4 NE 1 /4, NW 1 /4 SE 1 /4, SW 1 /4 SE 1 /4, NW 1 /4 SW 1 /4,
NE 1 /4 SW 1 /4, SE 1 /4 SW 1 /4, SW 1 /4 SW 1 /4 AND SE 1 /4 NW 1 /4,
SECTION 21, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M., JEFFERSON COUNTY, WASHINGTON
SEE SHEET 11
NORTH -SOUTH r �(
— — t CENTERLINE OFF r p� 1lVF'' ..]
SECTION
A=35.46' 10" _ 1 TRACT A
—
R=4 0 0.00' ~�� r
� 1 • f r 17'2Z„ E
14
�6B f, o "
N 74 47'41 • _ _ _ r 7g 17 22~ 41O 45,IV f r r
4'4�'41" w 210.44� ` r l J l 7g1722 E _ r l J
0=25'46'4S" — — — r r
R�70.00' 1
L-1 fifi.47' 1 �4' 1y 7a 17'22, E yg 1722„ E
N 7y�. R 250.OQ' cs 1Og.16 t•1 00. J l r r
47'4 j" w L =1 17.44' a l 60
21Lp
4¢, r^59,g2: _� ��5g.8� a C G13 6.38'
10' UTILITY EASEMENT PER
PHASE 1 PLAT (TYPICAL) r3 ` �? 3.68 w 15
C12 p•
-- w
82717,30 7 4gn E7' �y eCrc
A=2 fi' S4' S7 = l 3.6a [N "19' 68 3 FFR
R 280.00' 22" E s 1 vo 0 s�1.?
L=131.54' N 18 17' z Is ; ry o w r
56.18' ��r ar _ 2,147$
APPROXIMATE LIMITS OF —
n EASEMENT TO MAKE AND
MAINTAIN SLOPES FOR
CUTS AND FILLS OF THE
ROAD - SEE PARAGRAPH 6
OF SECTION C OF THE
DEDICATION, COVENANTS
AND RESTRICTIONS ON
SHEET 2
TRACT A
SCALE: 1 " 60'
60 30 0 60 120
LEGEND
SURFACE BRASS CAP WITH PUNCH IN CONCRETE SET BY ESM
AND STAMPED IS 29294" (UNLESS OTHERWISE NOTED)
BRASS CAP WITH PUNCH IN CONCRETE SET BY ESM AND STAMPED
IS 44925" IN MONUMENT CASE IN CONJUNCTION WITH THIS PLAT
R RADIUS
DELTA
L ARC LENGTH
(R) RADIAL BEARING
r > RADIAL BEARING AT LOT CORNER
— — WETLAND
........ WETLAND BUFFER
N.G.P.E. NATIVE GROWTH PROTECTION EASEMENT
w
Lu
w
LIJ
STREAM AS
DELINEATED IN
,
MAY 2017
,
,
u7
,
75' STREAM
BUFFER
1
`1
,
,
,
,1
,
,r vv z� •+� YV 16,51.48'
t4
.40 o Z j
(8,145 SF)'
rn W
�L I+ice
clq
�v _j dfv 11
or
N
(R
83'21'13,,
~=
N 02'38'39"
E 5.52'
+
yy
10' UTILITY EASEMENT
4 j v�-�
P
95 00'
ESTABLISHED UPON THE ' taco
RECORDING OF THIS PLAT
N 01'33'26"
E 64.92'
J 57'11
LLI
77 '
c„ w
95 00,
(7,90Q 5F)
to- N
88- -34-' W
150.
rn
ry❑ 64
f r N
0
^p~ N 83'56'28 >~
-
i 50A0'
9 (7,600 SF)
7,3.
''❑ lL1� r4,
2
1
a Q - a 1
S 5 .00
N �3 57 1'
76
^�
gv
%a
f (7,600
W 95.00
$
SF)
O
a z r
65 rn
U w
^� °° (7,740 SF) 0
U h�
9,5o0,
75
�v,
30,
0
N 95.00, f`;
'30, f (7.490 SF)
N Zo
77-41 J27" w
^'
z
�R
}r
94.80,
50,
1 76•20'4 �"
,
66
(7,970 SF}
-'T p rn 74
a Z
1
95.00'
N 0 Ir
?I, � <1 (8,940 SF)
z N 89 09 00 W (R) i 1" 11
� v ,
N ,01-
l
i o l7 R 130.48
a '
67 I- CW3 ksN 86'4Q'37" E ( }
111
(7,970 SF) i g�0 70
14 0 4 (10.485 SF)
to
f
co 9
5,OQ' 30, 'n 30 '
79,2327 E tR)�� 4 'a\ [N 49'23'25 E7 r 7'N 693
Cg'-N 86' 40' 37" E g� 50 0 8.19 ,
g � 1w
0 68 L : °° 50
72
(8,350 SF)
N 84'$6'"
N 6-I 55 ❑ Q. oa 0 pQ A14, E 54W {R)
`
95' 6 7" 65jog z 95.00' ,
o. 1a v
4x d�l,�pp
y a
69
Lil
.7. SF) , 4 SO 02'49 71
��3 O t L-52.40'— -1-(9,210 SF) ry
o � � z
a 70 �•; moo.
ti
WETLAND
WETLAND AS
DELINEATED IN
MAY 2017
W2111rL1�]
TRACT A
WETLAND AS
DELINEATED IN
MAY 2017
00
w
r-
U)
w
Cl)
50' WETLAND
BUFFER
,
,
,
rr
r �
r ,
,
,
i
r - `
IETLAND AS
ELINEATED IN
IAY 2017
'
o _ (9,210 SF) �h1 ,`I `
TRACT A N 72. 50' WETLAND
(5,254.0200(OPEN
ACF}) 695r 58'' 751 7" BUFFER
�' rl 8Q06 -----
CURVE TABLE
IETLAND AS
ELINEATED IN
IAY 2017
'
o _ (9,210 SF) �h1 ,`I `
TRACT A N 72. 50' WETLAND
(5,254.0200(OPEN
ACF}) 695r 58'' 751 7" BUFFER
�' rl 8Q06 -----
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
C7
2'46'06"
380.00
18.36
C8
30'01'05"
50.00
26.20
C9
32'51'16"
50.00
28.67
C10
27'58' 13"
50.00
24.41
C11
2.23'36"
320.00
13.37
C12
1'30'27"
255.00
6.71
C13
90'00'00"
20.00
31.42
C28
12'46'32"
150.00
78.67
C29
07'36'58"
150.00
19.94
UNPLA TTE-D
2I1
■b
28
u
TRACT A
N 88'22'02" W 1315.88'
DWG NAME:
8/021\SURVEY PLOTS\FP-14.DWG