HomeMy WebLinkAboutFinal Plat Drawings (Mylars) Forest Ridge Ph. 4 12-15-22 Scanned In (2)Colviv/kilml
SKYLINE RIDGE, LLC
A WASHINGTON LIMITED LIABILITY COMPANY
405 NW GILMAN BLVD STE 102
ISSAQUAH, WA 98027-2470
EXISTING KITTITAS COUNTY
PARCEL AND (MAP NUMBERS):
962045 (20-15-24071-0102)
962151(20-15-24071-0112)
962154 (20-15-24071-0115)
962157(20-15-24071-0118)
962328(20-15-24071-0127)
962329(20-15-24071-0128)
962330 (20-15-24071-0129)
962333 (20-15-24071-0132)
962336 (20-15-24071-0135)
PARCEL INFORMATION:
ZONE: RURAL 5
ACCUMULATIVE PUBLIC BENEFIT RATINGS SYSTEM CHAR -T- - PHASI__
BASE ACREAGE: 232.72 AC
OPEN SPACE RE
BASE LOT YIE L: ' 46
- -
MAX. BONUS LOTS: 46`,!ATFP,
MAX LOT YIELD: 82
TPROPOSE'-' L"3-1 YIELD: 82 — - ----
NET OPE�� SF � ! u � � is (' 7F
— —
'-�,UPRL Y? z -
AN IT ARI SE uJ P 1 N1
- - -- i ,i -
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_-.-
t HENT
POINT AWARDED
16. ENTIRE PRIVATE ROAD SHALL BE INSPECTED AND CERTIFIED BY A CIVIL ENGINEER LICENSED IN
OPEN SPf\( T
50% IN PERPETUIT'
THE STATE OF WASHINGTON SPECIFYING THAT THE ROAD MEETS KITTITAS COUNTY ROAD
_ HEALT l &
ANY FUTURE DIVISION OR LAND USE ACTION WILL BE REVIEWED UNDER THE MOST CURRENT
CONNECTION TO GRO I '
TOTAL
ROAD STANDARD
�1� *A
SSI
APPORWVALS
KITTITAS COUNTY PUBLIC WORKS CERTIFICATE OF COUNTY ASSESSOR
I HEREBY CERTIFY THAT THE "FOREST RIDGE -PHASE IV"
PERFORMANCE BASED CLUSTER PLAT HAS BEEN EXAMINED BY
EXAMINED AND APPROVED THIS DAY ME AND I FIND THE PROPERTY TO BE IN AN ACCEPTABLE
CONDITION FOR PLATTING.
OF ----A.D., 20 ----
DATED THIS DAY OF A.D., 20_
KITTITAS COUNTY ENGINEER
COMMUNITY DEVELOPMENT SERVICES
I HEREBY CERTIFY THAT THE "FOREST RIDGE -PHASE IV"
PERFORMANCE BASED CLUSTER PLAT HAS BEEN EXAMINED BY ME
AND FIND THAT IT CONFORMS TO THE COMPREHENSIVE PLAN OF
THE KITTITAS COUNTY PLANNING COMMISSION.
DATED THIS __ DAY OF A.D., 20
KITTITAS COUNTY PLANNING OFFICIAL
KITTITAS COUNTY HEALTH DEPARTMENT
I HEREBY CERTIFY THAT THE PERFORMANCE BASED CLUSTER
PLAT HAS BEEN EXAMINED AND CONFORMS WITH CURRENT
KITTITAS COUNTY CODE CHAPTER 13.
DATED THIS DAY OF _ _ , A.D., 20_
IT IT COU I E
SURVEYOR'S CERTIFICATE
KIT T) AS COUNTY ASSESS(JR
KITTITAS COUNTY BOARD OF COIVMi IC.) .
EXAMINED AND APPROVED THIS DAY
OF , A.D., 20 .
BOARD OF COUNTY COMMISSIONERS
KITTITAS COUNTY, WASHINGTON
BY:
CHAIRMAN
ATTEST:
CLERK OF THE BOARD
CERTIFICATE OF COUNTY TREASURER
I HEREBY CERTIFY THAT THE TAXES AND ASSESSMENTS ARE
PAID FOR THE PRECEDING YEARS AND FOR THIS YEAR IN
WHICH THE PERFORMANCE BASED CLUSTER PLAT IS NOW TO
BE FILED.
DATED THIS DAY OF A.D., 20
KITTITAS COUNTY TREASURER
ORIGINAL TAX PARCEL NOS. 962045, 962151, 962154, 962157,
962328, 962329, 962330, 962333 &962336
NOTICE: THE APPROVAL OF THIS PLAT IS NOT A
GUARANTEE THAT FUTURE PERMITS WILL BE GRANTED.
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME C -.R UNDER MY
DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY
RECORDING ACT AT T HE REQUEST, CF —SKYLINE RIDGEIN PAU'✓. 20122,
-
_____-- DUSTIN L. PIERCE — CDA TE
CERTIFICATE NO -45503
f')l AT Air1TCC•.
1. TRACTS FD -1, FD -2, FD -5, FD -6, FD -413, FD -4C, FD -4E & FD -4G OF THE FOREST RIDGE - PHASE I,
PHASE II & PHASE III PERFORMANCE BASED CLUSTER PLATS ARE BEING REPLATTED HEREIN. TO
THE EXTENT THE SAME AFFECT THIS PROPERTY, THE PLAT NOTES, EASEMENTS OR OTHERWISE
SET FORTH ON PHASES I, II & III PLATS, ARE SUPERSEDED BY THIS PLAT.
2. THE APPROVAL OF THIS DIVISION OF LAND INCLUDES NO GUARANTEE THAT THERE IS A LEGAL
RIGHT TO WITHDRAW GROUNDWATER WITHIN THE LAND DIVISION. THE APPROVAL OF THIS
DIVISION OF LAND PROVIDES NO GUARANTEE THAT USE OF WATER UNDER THE GROUND WATER
EXEMPTION (RCW 90.44.050) FOR THIS PLAT OR ANY PORTION THEREOF WILL NOT BE SUBJECT TO
CURTAILMENT BY THE DEPARTMENT OF ECOLOGY OR A COURT OF LAW.
3. DEVELOPMENT INVOLVING DISTURBANCE TO WETLANDS MAY REQUIRE ADDITIONAL COUNTY
REVIEW AND POSSIBLE MITIGATION. KCC 17A.04.015 REQUIRES ALL WETLAND IMPACTS TO BE
AVOIDED TO THE EXTENT PRACTICAL. ANY UNAVOIDABLE WETLAND IMPACTS SHALL BE
REQUIRED TO BE REPLACED AT A RATIO OF 2:1 FOR CATEGORY 2,1.5:1 FOR CATEGORY 3, AND 1:1
FOR CATEGORY 4 (KCC 17A.04.050).
4. A 15 FOOT BUILDING SETBACK IS REQUIRED FROM SEASONAL STREAMS. STREAM CROSSINGS
MAY REQUIRE ADDITIONAL PERMITTING FROM STATE AGENCIES.
5. ACCESS TO SOME LOTS REQUIRES CROSSING A SEASONAL STREAM. ADDITIONAL PERMITTING
MAY BE REQUIRED TO ACCESS THESE LOTS FROM THE PRIVATE ROAD.
6. ACCESS TO SOME LOTS REQUIRES CROSSING A CRITICAL SLOPE AREA. ADDITIONAL TECHNICAL
DESIGN MAY BE REQUIRED TO ACCESS THESE LOTS FROM THE PRIVATE ROAD.
7. THE PLACEMENT OF BUILDINGS AND STRUCTURES ON OR ADJACENT TO ASCENDING OR
DESCENDING SLOPES STEEPER THAN 1 UNIT VERTICAL IN 3 UNITS HORIZONTAL (33.3 -PERCENT
SLOPE) SHALL CONFORM TO THE BUILDING SETBACK REQUIREMENTS OF CURRENT ADOPTED
BUILDING CODES (IRC SECTION R403.1.7 AND IBC SECTION 1805.3.1). ALTERNATE SETBACKS AND
CLEARANCES ARE PERMITTED, SUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL. THE
BUILDING OFFICIAL IS PERMITTED TO REQUIRE AN INVESTIGATION AND RECOMMENDATION OF A
QUALIFIED ENGINEER TO DEMONSTRATE THE REQUIREMENTS NECESSARY TO CONSTRUCT A
BUILDING ON OR ADJACENT TO ASCENDING OR DESCENDING SLOPES. SUCH AN INVESTIGATION
SHALL INCLUDE CONSIDERATION OF MATERIAL, HEIGHT OF SLOPE, SLOPE GRADIENT, LOAD
INTENSITY AND EROSION CHARACTERISTICS OF SLOPE MATERIAL.
8. ALL OUTDOOR LIGHTING SHALL BE SHIELDED AND DIRECTED DOWNWARD TO MINIMIZE THE
EFFECT TO NEARBY RESIDENTIAL PROPERTIES.
9. THE USE OF WOOD BURNING STOVES SHALL BE PROHIBITED.
10. SNOW REMOVAL SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION. SNOW
STORAGE SHALL BE LIMITED TO THOSE AREAS SHOWN ON THE FACE OF THE PLAT AND SHALL BE
LOCATED OUTSIDE OF WETLAND AND STREAM AREAS AND THEIR BUFFERS.
11. THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENT OF RECORD OR OTHERWISE
12. KITTITAS COUNTY WILL NOT ACCEPT PRIVATE ROADS FOR MAINTENANCE AS PUBLIC STREETS OR
ROADS UNTIL SUCH STREETS OR ROADS ARE BROUGHT INTO CONFORMANCE WITH CURRENT
COUNTY ROAD STANDARDS. THIS REQUIREMENT WILL INCLUDE THE HARD SURFACE PAVING OF
ANY STREET OR ROAD SURFACED ORIGINALLY WITH GRAVEL.
EXISTING LEGAL DESCRIPTION PER CHICAGO TITLE INSURANCE COMPANY
- POLICY NO. 72156-47979412:
TRACT FD -1, FOREST RIDGE - PHASE I PERFORMANCE BASED CLUSTER PLAT, IN THE COUNTY
OF KITTITAS, STATE OF WASHINGTON, AS PER PLAT THEREOF RECORDED IN BOOK 13 OF
PLATS, PAGES 156 THROUGH 162, RECORDS OF SAID COUNTY.
AND
TRACTS FD -2, FD -5 AND FD -6, FOREST RIDGE - PHASE II PERFORMANCE BASED CLUSTER PLAT
IN THE COUNTY OF KITTITAS, STATE OF WASHINGTON, AS PER PLAT THEREOF RECORDED IN
BOOK 13 OF PLATS, PAGES 176 THROUGH 182, RECORDS OF SAID COUNTY.
AND
TRACTS FD -4B, FD -4C, FD -4E, AND FD -4G, FOREST RIDGE - PHASE III PERFORMANCE BASED
CLUSTER PLAT, IN THE COUNTY OF KITTITAS, STATE OF WASHINGTON, AS PER PLAT THEREOF
RECORDED IN BOOK 13 OF PLATS, PAGES 204 THROUGH 212, RECORDS OF SAID COUNTY.
SURVEY NOTES:
1. THE PURPOSE OF THIS SURVEY IS TO ILLUSTRATE AND DELINEATE THE PARCELS SHOWN
HEREON AND TO FACILITATE THE CONDITIONS OF APPROVAL FOR AN APPLICATION FOR
A PERFORMANCE BASED CLUSTER PLAT SUBMITTED SEPARATELY TO KITTITAS COUNTY
UNDER APPLICATION LP -08-00014 AND LPF-22-00006.
2. THIS SURVEY WAS PERFORMED USING A TRIMBLE R-10 GNSS AND A TRIMBLE S-7, 3"
TOTAL STATION WITH RESULTING ACCURACY THAT MEETS OR EXCEEDS STANDARDS PER
WAC 332-130-090.
3. THE BEARINGS ON THIS SURVEY ARE ON THE WASHINGTON STATE PLANE COORDINATE
SYSTEM, NAD83 (2007) EPOCH 2007, SOUTH ZONE, DERIVED FROM RTK GPS USING THE
FOLLOWING NGS STATION:
STATION DESIGNATION PID LATITUDE LONGITUDE
TS 19.2 BM 19.4 SX0425 N 47° 11'29.05653" W 120° 54'50.20353"
ALL DISTANCES SHOWN HEREON ARE GROUND SCALE BASED ON A COMBINED SCALE
FACTOR (CSF) OF 0.9998781, MULTIPLY GROUND DISTANCE BY CSF TO OBTAIN GRID
DISTANCE.
4. FOR ADDITIONAL SURVEY AND REFERENCE INFORMATION, SEETHE FOLLOWING:
• BOOK 23 OF SURVEYS, PAGE 89, AFN: 199803060018
• BOOK 31 OF SURVEYS, PAGES 224-225, AFN: 200510270006
• BOOK 13 OF PLATS, PAGES 156-162, AFN: 202108260013
• BOOK 13 OF PLATS, PAGES 176-182, AFN: 202111170017
• BOOK 13 OF PLATS, PAGES 204-212, AFN: 202202020021
AND THE SURVEYS REFERENCED THEREON, ALL RECORDS OF KITTITAS COUNTY, S TATE
OF WASHINGTON.
13. PRIVATE ROAD TRACTS, DRAINAGE POND TRACTS, SERVICE TRACTS, ACCESS ROAD TRACTS AND 5. THE BOUNDARIES FOR SECTION 24 AND PROPERTY BOUNDARIES SHOWN HEREON ARE
OPEN SPACE TRACTS ARE HEREBY GRANTED AND CONVEYED TO THE HOMEOWNERS BASED ON THE MONUMENTS RECOVERED DURING THE COURSE OF THE SURVEY FOR
ASSOCIATION UPON RECORDING OF THIS PLAT. EXCEPT AS OTHERWISE NOTED HEREIN, SAID THIS SUBDIVISION. MONUMENTS RECOVERED AT THE 1/16 TH CORNERS SHOWN AS
HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND BEING SET ON THE SURVEY OF RECORD IN BOOK 23 OF SURVEYS, PAGE 89, AT THE
MANAGEMENT OBLIGATIONS WITH SAID TRACTS. SHOULD THE HOMEOWNERS ASSOCIATION FAIL SOUTHWEST AND SOUTHEAST CORNERS OF THE PROPERTY, RESULT IN SOME
TO PROPERLY MAINTAIN SAID TRACTS, THE OWNERS OR THEIR RESPECTIVE SUCCESSORS OR DIFFERENCES IN THE SECTION BOUNDARIES SHOWN ON THE SURVEY OF RECORD IN
ASSIGNS, OF ALL LOTS OF THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR MAINTENANCE OF BOOK 31 OF SURVEYS, PAGES 224 AND 225.
SAID TRACTS.
14. ALL OR CERTAIN LOTS AND TRACTS WITHIN THIS PLAT MAY BE SUBJECTED TO EASEMENTS IN
FAVOR OF THE HOMEOWNERS ASSOCIATION AND/OR INDIVIDUAL LOT OWNERS FOR THE ULTIMATE
BENEFIT OF OTHER LOTS WITHIN THIS PLAT FOR THE PURPOSES OF ACCESS & UTILITIES.
15, METERING IS REQUIRED FOR ALL NEW USES OF DOMESTIC WATER FOR RESIDENTIAL WELL
CONNECTIONS AND USAGE MUST BE RECORDED IN A MANNER CONSISTENT WITH KITTITAS
COUNTY CODE CHAPTER 13.35.027 AND ECOLOGY REGULATIONS.
16. ENTIRE PRIVATE ROAD SHALL BE INSPECTED AND CERTIFIED BY A CIVIL ENGINEER LICENSED IN
THE STATE OF WASHINGTON SPECIFYING THAT THE ROAD MEETS KITTITAS COUNTY ROAD
STANDARDS AS ADOPTED SEPTEMBER 6, 2005, PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.
ANY FUTURE DIVISION OR LAND USE ACTION WILL BE REVIEWED UNDER THE MOST CURRENT
A j
ROAD STANDARD
�1� *A
SSI
�a
17. AN APPROVED ACCESS PERMIT WILL BE REQUIRED FROM THE DEPARTMENT OF PUBLIC WORKS
PRIOR TO CREATING ANY NEW DRIVEWAY ACCESS OR PERFORMING WORK WITHIN THE COUNTY
7
ROAD RIGHT-OF-WAY.
18. ANY FURTHER SUBDIVISION OR LOTS TO BE SERVED BY PROPOSED ACCESS MAY RESULT IN
LS 45503
AGI
FURTHER ACCESS REQUIREMENTS.
S
rQNAL
19. LOTS 30, 32, 42, 43, 44, 45, 48, 49, AND 50 SHALL REQUIRE ON SITE STORMWATER MITIGATION.
LAS
M' _r
1� 9W11111111111111
*low'
A PORTION OF SECTION 24, TOWNSHIP 20 N., RANGE 15 E., Wj
KITTITAS COUNTY, WASHINGTON
KNOW ALL MEN BY THESE PRESENTS THAT SKYLINE RIDGE LLC, A WASHINGTON LIMITED LIABILITY COMPANY, THE
UNDERSIGNED OWNER IN FEE SIMPLE OF THE HEREIN DESCRIBED REAL PROPERTY, DOES HEREBY DECLARE, SUBDIVIDE
AND PLAT AS HEREIN DESCRIBED.
IN WITNESS W REOF, WE HAVE SET OUR HANDS THIS`T DAY OF b&LRASEA..- , A.D., 201X
t
r
NAME ;, NAME
TITLE TITLE
ACKNOWLEDGMENT
STATE OF _�a Ot)
� ) S.S.
COUNTY OF V- V1
ON THIS [ DAY OF _pQ(tMbe ( 202Z BEFORE ME, THE UNDER�jGNED NARY`` �1P_UBLIC IN AND FOR THE STATE OF
A; DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED can Of'f ) 0 AND
_ v TO ME KNOWN TO BE THE(AND
RESPECTIVELY, OF S A SZ _ THE LI E IABIL TY COMPANY THAT EXECUTED THE FOREGOING
INSTRUMENT, AND ACKNOWLEDGE TSA�RUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAIDIMITED
LIABILITY COMPANY, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT 1nr��
AUTHORIZED TO EXECUTE THE SAID INSTRUMENT.
WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND YEAR FIRST ABOVE WRITTEN.
NONO A�LIC IN AND FOR THE ST
f�TE OF
RESIDING AT ( *-Q
MY AP INTM ENT EXPIRES l
DEDICATION
KNOW ALL MEN BY THESE PRESENTS THAT ASCENT CAPITAL FUND III, LLC, A WASHINGTON LIMITED LIABILITY COMPANY,
THE UNDERSIGNED BENEFICIARY OF A DEED OF TRUST DOES HEREBY DECLARE, SUBDIVIDE AND PLAT AS HEREIN
DESCRIBED.
IN WITNESS WHEREOF, WE HAVE SET OUR HANDS THIS*LtaDAY O!"Wombe( A.D., 2022,
NAME NAME
TITLE tAD 6L_V -- TITLE
ACKNOWLEDGMENT
STATE OFN^15_ ;
�} S.S.
COUNTY OF
ON THIS DAY OF \eMb2C , 201aBEFORE ME, THE UNDERSIG,��ED NOTARY PUBLIC IN AND FOR i HE STATE
OF NDULY COMMISSIONED AND SWORN, PERSONALLY APPEARED QD 3SM I iC -e AND
TO ME K OWN TO BE THE �,�{�0.he C AND _
RESPECTIVELY, OF Q �1\\ LLGTHE LIMIT LIABILITY COMPANY THAT EXECUTED THE FOREGOING
INSTRUMENT, AND ACKNOWLEDG THE SAID INST UMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID LIMIED
LIABILITY COMPANY, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT hf��-g1p,�(Q�Q�
AUTHORIZED TO EXECUTE THE SAID INSTRUMENT,
WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND YEAR FIRST ABOVE WRITTEN.
Q 1._J.
NOTARY PUBLIC IN AND FOR THE STAT_ E OF
T
,�YlcI�tO�ESIDING AT ��
MY APV INT
EXPIRES
AUDITOR'S CERTIFICATE
FILED FOR RECORD THIS _--- DAY OF ----- 20
IN BOOK—__— OF ---------- AT PAGE
DUSTIN L. PIERCE
--------------
SURVEYOR'S NAME
JERALD V. PETTIT
AT M.
AT THE REQUEST OF
-------------
County Auditor Deputy County Auditor
ADJACENT OWNERS
fAFNLASSESSOR'S PARCEL
NUMBER
APN 955864
APN 962037
APN 957531
BRUCE J HIGGS
BRAD E & ROBIN K TALLEY
APN 957532
24915 183RD PL SE
5550 37TH AVE NE
APN 957533
COVINGTON WA 98042-4816
SEATTLE WA 98105-2202
APN 957534
P SQUARED LLC
APN 961367
APN 962036
246 4TH AVE W
APN 19145
GABRIEL & CHRISTINA WALL
DICKINSON ND 58601-4945
JON A & LAURA J WOOD
4742 116TH AVE SE
9109 NE 35TH PL
BELLEVUE WA 98006-2722
APN 954184
YARROW POINT WA 98004-4756
SELVAKUMAR RAJAGOPAL
APN 962140
TH PL
APN 873034
MATT & BRITA WILLIS
BOTHEELL
BOTHELL WA 98800 12-8835
APN 950759
3129 W LAURELHURST DR NE
KEVIN & ROIANN DALY
SEATTLE WA 98105
APN 22046
565 SE CROSTON LANE
APN 959273
ISSAQUAH WA 98027-3904
APN 962139
CHRIS A NICKERSON
UKC HOLDINGS LLC
BOX
APN 13528
405 NW GILMAN BLVD STE 102
CL
CLE ELUMM W WA 98922-2267
STEVE & TONI CALL
ISSAQUAH WA 98027
604 128TH AVE SE
APN 13515
BELLEVUE WA 98005-3621
APN 962137
APN 213034
HUBERT VAN HOOF &
DAVID C WEBER TRUST
APN 952003
JOSEPHINE LARIDE
19472 NORMANDY PARK DR SW
JOSHUA SHAW
11787 155TH AVE NE
NORMANDY PARK WA 98166 4132
5326 156TH ST SE
REDMOND WA 98052-2456
BOTHELL WA 98012-4727
APN 951144
APN 962043
APN 960249
APN 952004
APN 962044
RONALD E & RHONDA R KNAPP
ELLIOT & SONYA SHAW
APN 962146
27809 SE 26TH WAY
JOSHUA SHAW
APN 962147
SAMMAMISH WA 98075
5326 156TH ST SE
APN 962148
BOTHELL WA 98012-4727
APN 962149
APN 951145
APN 962150
APN 960388
APN 952005
APN 962158
DAVID B KAPLAN
CHRISTOPHER J & HALEY A KUBEJA
APN 962319
6044 51 STAVE NE
921 E CHICAGO ST
APN 962322
SEATTLE WA 98115-7708
KENT WA 98030-6268
APN 962323
APN 962324
APN 951146
APN 11815
APN 962325
WALDBLICK LLC
LESLIE D PEPPIN
APN 962326
1370 WASHINGTON PIKE SUITE 403
PO BOX 910
APN 962327
BRIDGEVILLE PA 15017-2885
CLE ELUM WA 98922
APN 962331
APN 962332
APN 951147
APN 142036
APN 962334
APN 960798
APN 954710
APN 962335
ALPINE MEADOWS LLC
EVAN B & LAURNE STANLEY
APN 962338
114 17TH PL
4 N SALMON BEACH
SKYLINE RIDGE LLC
KIRKLAND WA 98033-4906
TACOMA WA 98407-2216
405 NW GILMAN BLVD STE 102
ISSAQUAH WA 98027-2470
APN 955862
APN 454935
APN 960889
STATE OF WASH (DNR)
APN 962042
KD PROPERTIES LLC
C/O CONSERV REC &
TATUM R & ROBERT P SHANNON
2275 LOWER PEOH POINT RD
TRANSACTION DIV
14310 N CREEK DR APT 1738
CLE ELUM WA 98922-8424
PO BOX 47014
MILL CREEK WA 98012
OLYMPIA WA 98504-7014
NGINEEEP2ING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 • Phone: (42S) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 • Phone: (509) 674-7433
APN 962040
WENDY LYNNE GUILD
8403 E MERCER WAY
MERCER ISLAND WA 98040-5654
APN 962039
APN 962041
APN 962138
2004 -TSG -SKYLINE RIDGE LLC
405 NW GILMAN BLVD STE 102
ISSAQUAH WA 98027
APN 962144
ROBERT & JULIE NOVAK
3769 SE BENTLEY ST
HILLSBORO OR 97123-7740
APN 962145
RYAN & LAUREN LEE
7520 PINNACLE PL SE
SNOQUALMIE WA 98065-8981
APN 962317
ANDREW K WALSH
27405 NE 150TH ST
DUVALL WA 98019-6331
APN 962318
CHRISTINE L & MICHAEL R
DONATELI
2205 197TH AVE SE
SAMMAMISH WA 98075-9644
I I l / es t e* ZZ
FORE=ST RIDGE -- PHASE I`v" PERFORMANCE BASED CLUSTER PLAT
PREPARED FOR
SKYLINE RIDGE, LLC
A PORTION OF SECTION 24,
TOWNSHIP 20 NORTH, RANGE 15 EAST, W.M.
KITTITAS COUNTYWASHfRI T, ,
DWN BY `} JOB NO.
i _, „
D.L.P./G.W. 11/2022 1806(,-f
CHKD BY SCALE SHEET
.L.P. N/A 2 OF 13
1/2" REBAR & CAP
"KITZ"16915
1/2" REBAR & CAP
"KITZ"16915
1-1/4" REBAR
1-1/2" REBAR &
— I --
23'%.l 24 026/ 25
(CATEGORY 3)
N 89°26'25" W 2645.80'
1-1/4" IRON ROD
SCRIBED "X"
AUDITOR'S CERTIFICATE
FOREST RIDGE - PHASE IV
PERFORMANCE BASED CLUSTER PLAT
A PORTION OF SECTION 24,'TOWNSHIP 20 N.,
tr W.
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FILED FOR RECORD THIS DAY OF ----- 20AT M .
IN BOOK____ OF ---------- AT PAGE ----- AT THE REQUEST OF
DUSTIN L. PIERCE
--------------
SURVEYOR'S NAME
--- JERALD V. PETTIT
County Auditor Deputy County Auc',t: r
1/2" REBAR & CAP
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N 89°32'58" W 2656.69' 25 30
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ENGINEERING & SURVE=YING
Western Washington Division
165 NE Juniper Street, Suite 201 • Issaouah, WA 98027 ■ Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433
24
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LEGEND
VICiNFIF MAP
SECTION CORNER, AS NOTED
QUARTER CORNER, AS NOTED
CENTER OF SECTION, AS NOTED
FOUND 5/8" REBAR & CAP, LS 45503
UNLESS OTHERWISE NOTED
SET 5/8" REBAR & CAP, LS 45503
RADIAL BEARING
OPEN SPACE TRACT - DESIGNATION NO.
ACCESS TRACT - DESIGNA PION NO.
FUTURE DEVELOPMENT TRACT -
DESIGNATiON NO.
SERVICE TRACT - DESIGNATION NO.
DRIVEWAY - DESIGNATION NO.
UTILITY - DESIGNATION NO.
AUDITOR'S FILE NUMBER
INDEX LOCATION
WELL SEC. 24 T. 20 N.R. 15 E.W.M.
5010' 0 250' 500
I
SCALE: 1 „ 500'
IF-OP,EST RIS (�'- P�1ASE IV 'PEKFC)RMANCE BASED CLUS Pi; PLAT
PREPARED FOR
SKYLINE RIDGE, LLC
A PORTION OF SECTION 24,
TOWNSHIP 20 NORTH, RANGE 15 EAST, W.M.
KITTITAS COUNTY WASH];Nd':TN
)WN BY DATE JOB N0,
D,l_.P.':.`' 11/2022 18069
CHKD BY SCALE SHEET
D.L.P. V-500' 3 OF 13
FOREST RIDGE - PHASE IV
PERFORMANCE BASED CLUSTER PLAT
A PORTION SECTION► * •
13 m
1.80 AC. _
m
m
O
T
X33 w
12
2.16 AC.
L:N:85-26'511, W 234.85'
I L o^ 421°3j'36„ 10°10,3 EASEMENT DW -18 N 7 'r
1.00 AC. ti �" / \\ INGRESS, EGRESS &
\ o EASEMENT DW -15 �I UTILITY EASEMENT Z
o INGRESS, EGRESS `* 5 HEREIN DEDICATED 9
qj & UTILITY j j 1 c SEE SHEET 13
EASEMENT HEREIN I N 1 1 .4 3 AC. o `% FOR DETAIL 1.30 AC.
SSS 3 DEDICATED 1 i .� M O\
1.03 AC. SEE SHEET 12 FOR \ op �\ j !L 6 6 ^ �' 7-', Z
/ 12 t h' DETAIL \ �` w-� 0 1.26 AC. " 1.�0 AC. oN
SQ WETLAND B w
EXISTING 60' �Sr- (o �v OD N 88°59'14" W 280.32' 6
NON-EXCLUSIVE 4 ov & 25' BUFFER o
/ INGRESS &EGRESS N 1.45 AC. \ o / (CATEGORY 3) Z
EASEMENT, AFN: 428448 Bg 3331„ 10.00' TRAIL Z 100' RADIUS o
v EASEMENT "A" o WELL PROTECTION Zo
188.39, �L27 HEREIN DEDICATED I EASEMENT Z N 8 N
100' 0 50' 100'
ML
SCALE: 1" = 100'
ARS AND -11
0000401111
SECTION CORNER, AS NOTED
QUARTER CORNIER, AS NOTED
e
CENTER OF SECTION, AS NOTED
FOUND 5/8" REBAR & CAP, LS 45503
0
UNLESS OTHERWISE NOTED
•
SET 5/8" REBAR & CAP, LS 45503
®
SET MAG NAIL_ & WASHER, LS 45503
(R)
RADIAL. BEARING
OS -1
OPEN SPACE TRACT - DESIGNATION NO.
AC -1
ACCESS TRACT - DESIGNATION NO.
FD -1
FUTURE DEVELOPMENT TRACT -
DESiGNATION NO.
S 1
SERVICE TRACT - DESIGNATION NO.
DW -1
DRIVEWAY - DESIGNA-TION NO.
UT -1
UTILITY - DESIGNATION NO.
AFN
AUDITOR'S FILE NUMBER
0
WELL
1
1
�
13 m
1.80 AC. _
m
m
O
T
X33 w
12
2.16 AC.
L:N:85-26'511, W 234.85'
I L o^ 421°3j'36„ 10°10,3 EASEMENT DW -18 N 7 'r
1.00 AC. ti �" / \\ INGRESS, EGRESS &
\ o EASEMENT DW -15 �I UTILITY EASEMENT Z
o INGRESS, EGRESS `* 5 HEREIN DEDICATED 9
qj & UTILITY j j 1 c SEE SHEET 13
EASEMENT HEREIN I N 1 1 .4 3 AC. o `% FOR DETAIL 1.30 AC.
SSS 3 DEDICATED 1 i .� M O\
1.03 AC. SEE SHEET 12 FOR \ op �\ j !L 6 6 ^ �' 7-', Z
/ 12 t h' DETAIL \ �` w-� 0 1.26 AC. " 1.�0 AC. oN
SQ WETLAND B w
EXISTING 60' �Sr- (o �v OD N 88°59'14" W 280.32' 6
NON-EXCLUSIVE 4 ov & 25' BUFFER o
/ INGRESS &EGRESS N 1.45 AC. \ o / (CATEGORY 3) Z
EASEMENT, AFN: 428448 Bg 3331„ 10.00' TRAIL Z 100' RADIUS o
v EASEMENT "A" o WELL PROTECTION Zo
188.39, �L27 HEREIN DEDICATED I EASEMENT Z N 8 N
100' 0 50' 100'
ML
SCALE: 1" = 100'
ARS AND -11
!I ` ''Z
��1� w A j
pF� A Sit
m
i7Al O
LS 45503
�GISTEg'�
L LPIW /
INDEX LOCA i -IO
SEC. 24 T. 20 N.R, 1
I
0000401111
SECTION CORNER, AS NOTED
QUARTER CORNIER, AS NOTED
e
CENTER OF SECTION, AS NOTED
FOUND 5/8" REBAR & CAP, LS 45503
0
UNLESS OTHERWISE NOTED
•
SET 5/8" REBAR & CAP, LS 45503
®
SET MAG NAIL_ & WASHER, LS 45503
(R)
RADIAL. BEARING
OS -1
OPEN SPACE TRACT - DESIGNATION NO.
AC -1
ACCESS TRACT - DESIGNATION NO.
FD -1
FUTURE DEVELOPMENT TRACT -
DESiGNATION NO.
S 1
SERVICE TRACT - DESIGNATION NO.
DW -1
DRIVEWAY - DESIGNA-TION NO.
UT -1
UTILITY - DESIGNATION NO.
AFN
AUDITOR'S FILE NUMBER
0
WELL
!I ` ''Z
��1� w A j
pF� A Sit
m
i7Al O
LS 45503
�GISTEg'�
L LPIW /
INDEX LOCA i -IO
SEC. 24 T. 20 N.R, 1
I
--------------
C46
52i 0
3° TRACT AC -6
3.62 AC.
�- L=97.75'
+� 0=016°27'25" �O �v,
0 2�sr Q�, v
v
00�O, Q
F-- 1. 5 AC. g2 2g� 3g v,
.rl o
c�a p62gLLI
LijVQ
X63 74
S 31'42'48" E 1.30 AC. �=
,-"-59.27'
111 A`L
S �3�22�1
73
1.09 AC. cn
.3' cn
V\__2_79
5S
82°05'36
407.78'
(51
71
169
AC.
71.02'
Z
0
Lo
Ln co
w
�z.
FOREST RIDGE PHASE
PERFORMANCE BASED CLUSTER PLAT
A PORTION rr RANGE COUNTY,r -
'i SEF SHEET 9 OF 13
STRL:At,i r
58 J \� ih TYPE `5
1.55 AC. 3�p3 L \ TRACT OS -11
N621$2�' tv\
9 \ PHASE Ili
L=86.08'
A=12°19'13"
L=29.73'
QUARTER CORNER, AS NOTED
A=6°05'24"
��
9�
N 82°55'34" E 213.34'
<\
o
c'� O
Q�
FD -1
O
DESIGNATION NO.
S-1
SERVICE TRACT - DESIGNATION NO.
EASEMENT DW -19
DRIVEWAY - DESIGNATION NO.
INGRESS,
9��
EGRESS 72
a
G
s9�8a\\4s
& UTILITY 1.09 AC.
EASEMENT
4 "
S6""
HEREIN
DEDICATED - SEE SHEET 13
FOR DETAIL C41
128.25'
E 167.15'
N gp°03'22°
S 85° 6 382.13'
48'40" E 424.36'
N 82°
EASEMENT DW -16
INGRESS,
EGRESS
& UTILITY
C44
3g� 16
�62113g �
60
1.84 AC.
Q 335 D
N 63 332 �
EASEMENT
QUARTER CORNER, AS NOTED
HEREIN
DEDICATED
��
9�
OS -1
s° 2j
SEE SHEET 13 FOR DETAIL
Q's�
FD -1
FUTURE DEVELOPMENT TRACT -
sot 70
,p 1.74 AC.
S6
C32 C33
1 C34
G3
TRACT AC -6 c3o
`n c�
cn
co co
,-- If o
CD a x
it
22.40' 63 r w n
Co.Ili
O
ry)6j 0
1.28 AC. ,n 'o
� Zo 46„ �\
0 cr N 67°
4S" 76 S 85°01'38" E 123.5g' C20 00b
LU a 4Lli
U N 85°01'38" W La
130.78' C27
TRACT OS -12
L \ 0.19 AC.
67
2.60 AC.
26.50.01' o�
o �,ti0
SEE SHEET 5 OF 13
31
—C37
L=63.82'
L=37°23'08"
L=51.39'
A=30°06'14"
64
1.43 AC
Com,
L 6'
C28 N 85°29'51" E
L6 133.37'
^ N
;22 C'
C23 <S
C24
z
N
66
3.79 AC.
�1
rn
D
60
I„
Lu
N
- -- \ o
o
Z
TRACT OS -6
PHASE II
9j I I
2.11 AC. \
N \
47" E 4'
N g1°54' 414.9�
s�
' 00
EASEMENT DW -14
INGRESS, EGRESS & 62
UTILITY EASEMENT
HEREIN DEDICATED 2.79 AC. 1
SEE SHEET 12 FOR DETAIL
1 �
S 6j 445„F o _ o
0
m
N
45,26 o TRACT OS -6
63
2.67 AC.
0,11ti
S�
Amo
.off, 6
I —7
ry
65
99 AC.
(0 50' oo,
SCALE: 1” = 100'
SECTION CORNER, AS NOTED
•
QUARTER CORNER, AS NOTED
24
CENTER OF SECTION, AS NOTED
OS -1
FOUND 5/8" REBAR & CAP, LS 45503
O
UNLESS OTHERWISE NOTED
•
SET 5/8"° REBAR & CAP, LS 45503
(R)
RADIAL. BEARING
OS -1
OPEN SPACE TRACT - DESIGNATION NO,
AC -1
ACCESS TRACT - DESIGNATION NO.
FD -1
FUTURE DEVELOPMENT TRACT -
DESIGNATION NO.
S-1
SERVICE TRACT - DESIGNATION NO.
DW -1
DRIVEWAY - DESIGNATION NO.
UT -1
UTILITY - DESIGNATION NO.
AFN
AUDITOR'S FILE NUMBER
G
WELL
11 110 1 17,02
y1oF WA 3 ('
0
1
&Q z
70,VQL
,z LAI`
INDEX LOCATION
SEC. 24 T. 20 N R. 15 E W.M.
z
23 ?
ti
Lu
cn
0
0
rA
fixiMplifix
SEE SHEET 4 OF 13
F
1% OREST RIDGE - PHASE IV
PERFORMANCE BASED CLUSTER PLAT
A PORTION OF SECTION 2411 TOWNSHIP 20 N., RANGE 15 E, W.M., KITTITAS COUNTY.
, WASHINGTON
')LL J)NLL 15 Ut- iJ
-S 31'42'48" E
59.27' 74
1.30 AC.
73 �22,
68
1.28 AC.
—22.40'
S 6,, 0 V'5"
0.19 AC.
67
2.60 AC.
V)
m
m
m
m
0
uj
100' 0 50" 100'
SCALE: 1" = 100'
LEGEND
I
SECTION CORNER, AS NOTED
QUARTER CORNER, AS NOTED
24 CENTER OF SECTION, AS NOTED
0 FOUND 5/8" REBAR & CAP, LS 45503
UNLESS OTHERWISE NOTED
• SET 5/8" REBAR & CAP, LS 45503
(R) RADIAL BEARING
OS -1 OPEN SPACE TRACT - DESIGNATION NO.
AC -1 ACCESS TRACT - DESIGNATION NO.
FD -1 FUTURE DEVELOPMENT TRACT -
DESIGNATION NO.
S-1 SERVICE TRACT - DESIGNATION NO.
DW -1 DRIVEWAY - DESIGNATION NO.
UT -1 UTILITY - DESIGNATION NO.
AFN AUDITOR'S FILE NUMBER
0 WELL
ll 10 /to z.-&
L .
WA
�p
LS 45503���
GISTEg'
I ANAL Ago
I%` )EX LOCATION
E C . 24 s. �2 IN 'D E, V m.
1.64 AC
55
75
1.35A[
/1,02'
SEE SHEET 10[]F 13
., . .
TRACT AC -6
3.62 AC.
L~97.75_
8
407.78,
FORE'ST RIDGE - PHASE IV
PERFORMANCE BASED CLUSTER PLAT
A PORTION OF SECTION 24, TOWNSHIP �20 N., RANGE 15 E., W.M., KITTITAS COUNTY, WASHINGTON
57
1.34 AC
SEE SHEET 6[)FT3
TRACT AC -6 cs«
FILED FOR RECORD THIS _
IN BOOK OF
DUSTIN L. PIERCE
_
SURVEYOR'S NAME
JBlALD K PE71T
County Auditor
60
1.84 AC.
DAY OF ----- 2OATW.
_ AT PACE _____ AT THE REQUEST OF
Deputy County Auditor
TRACT [lS-11
PHASE III
STREAM B
' --
TRACT OS -6
PHASE 11
�
\ `
-
SET 50^REBAR&CAP, LS455O3
<«>
RADIAL BEARING
osl
OPEN SPACE TRACT DESIGNATION NO,
AC -1
ACCESS TRACT DESIGNATION NO.
61
FUTURE DEVELOPMENT TRACT
DESIGNATION NO.
S'1
SERVICE TRACT DESIGNATION NO.
DW -1
DRIVEWAY DESIGNATION NO.
UT -1
UTILITY DESIGNATION NO.
AFm
AUDITOR'S FILE NUMBER
0
WELL
EASEMENT DW -14
INGRESS, EGRESS & 62
UTILITY EASEMENT
HEREIN DEDICATED 2.79 AC.
SEE SHEET 12 FOR DETAIL
CD -
CD
�
PA
L n a S S
E|4{�|NEER|NG & SURVEYING
WestemWashington Division
|65NEJuniper Street, Suite Z0| "|uauuok.VVAY8027"Phone: (4Z5)]V2-0ZJ0
Eastern Washington Division
407Swiftwater Blvd. "[|eE|um.VVAV8922"Phone: (5O9)674-74]}
�DQ5O OO
SCALE: 1 100'
SECTION CORNER, A8NOTED
QUARTER CORNER, ASNOTED
C2 4' CENTER OFSECTION, ASNOTED
O
FOUND 50^REBAR&CAP, LS 45503
UNLESS OTHERWISE NOTED
�
INDEX UOCATl[}N
SEC.24 IF, 2UN�R. 15E,YKM
FOREST RIDGE PHASE I\/ PERFORMANCE BASE[} CLUSTER PLAT
PREPAREO FOR
SKYLINE R|DGE, LLC
A PORTION OF SECTION 24.
TOWNSHIP 20 NORTH, RANGE 15 EAST, W.M.Ai F -77700
SET 50^REBAR&CAP, LS455O3
<«>
RADIAL BEARING
osl
OPEN SPACE TRACT DESIGNATION NO,
AC -1
ACCESS TRACT DESIGNATION NO.
FD -1
FUTURE DEVELOPMENT TRACT
DESIGNATION NO.
S'1
SERVICE TRACT DESIGNATION NO.
DW -1
DRIVEWAY DESIGNATION NO.
UT -1
UTILITY DESIGNATION NO.
AFm
AUDITOR'S FILE NUMBER
0
WELL
�
INDEX UOCATl[}N
SEC.24 IF, 2UN�R. 15E,YKM
FOREST RIDGE PHASE I\/ PERFORMANCE BASE[} CLUSTER PLAT
PREPAREO FOR
SKYLINE R|DGE, LLC
A PORTION OF SECTION 24.
TOWNSHIP 20 NORTH, RANGE 15 EAST, W.M.Ai F -77700
14 If 13
1-1/2" REBAR R CAP, LS 11715
�'-
23124
W
m
G
G
c�
0
G
200' COMMERCIAL
FOREST SETBACK
L=63.03'
A=11'50'25"
TRACT OS -15
21.43 AC.
9� _
1�9 m
m
CD
(D
-n
E 385.20'
W
III PER3.71' A=31°38'24"
)2202020021 40 '° U,
a L=50.38' L_455.47
PHASE III C75 o A=9°44'22" 2? R=86311' D=3014'07"
C74 79 LN
C76 1.45 AC. 79°43'40" W (R)
EIII TRACT OS -8R0 81.25'
PHASE III fro• w N
C78
C79
N rLO� 8 > �
54
oa Oso 2.18 AC.
h� rn
`o TRACT AC -4 4'3 Opo �'o 'o
PHASE III
60 • pa o 0�
�'� .. � fig. Q
—c8:s 80 �3� O� �s 0,
1.43 AC. 78 c s
S
1.27 AC. c
c57
� ti ti
�3 0-
�3, EASEMENT DW -9 �i9-, C54 (5.
PHASE III PER ppb O cp.���_� ��-� ( AFN 202202020021 \ Op
SEE SHEET 8 OF 13
355'
1�613p Ap �
raw
SCALE. 100'
SECTION CORNER, AS NOTED
►{)ON QUARTER CORNER, AS NOTED
24 CENTER OF SECTION, AS NOTED
0 FOUND 5/8" REBAR & CAP, LS 45503
UNLESS OTHERWISE NOTED
® SET 5/8" REBAR & CAP, LS 45503
(R) RADIAL BEARING
OS -1 OPEN SPACE TRACT - DESIGNATION NO.
AC -1 ACCESS TRACT - DESIGNATION NO.
FD -1 FUTURE DEVELOPMENT TRACT -
DESIGNATION NO.
S-1 SERVICE TRACT - DESIGNATION NO.
DW -1 DRIVEWAY - DESIGNATION NO -
UT -1 UTILITY - DESIGNATION NO.
AFN AUDITOR'S FILE NUMBER
G WELL
II toILO22
CC`S of
WA
t
a
� L5 45503
�CISTE4�
'� I ANAL LAt`�
INDEX LOCATION
SLC. ��=" 20 N, R. 15 E.W.M.
CURVE TABLE
CURVE #
RADIUS
LENGTH
DELTA
C1
30.00'
44.35'
84°42'09"
C2
30.00'
45.70'
87°17'20"
C3
916.68'
20.48'
1°16'49"
C4
996.68'
91.69'
5°16'16"
C5
996.68'
35.57'
2°02'42"
C6
996.68'
56.12'
3°13'33"
C7
30.00'
22.72'
43°23'37"
C8
55.00'
259.32'
270°08'34"
C9
55.00'
116.39'
121°14'50"
C10
55.00'
62.63'
65°14'56"
C11
55.00'
80.29'
83°38'47"
C12
30.00'
24.59'
46°58'17"
C13
936.68'
82.54'
5°02'56"
C14
710.00'
49.99'
4°02'02"
C15
710.00'
241.32'
19°28'26"
C16
710.00'
11.78'
0°57'01"
C17
330.22'
41.52'
7°12'13"
C18
10.00'
22.97'
131-36-10"
C19
572.00'
45.47'
4°33'18"
C20
130.00'
20.98'
9°14'40"
CURVE TABLE
CURVE #
RADIUS
LENGTH
DELTA
C61
443.99'
52.61'
6°47'19"
C62
443.99'
126.32'
16°18'04"
C63
507.39'
148.17'
16°43'52"
C64
507.39'
115.39'
13°01'47"
C65
507.39'
32.78'
3°42'06"
C66
30.00'
51.28'
97°56'34"
C67
30.00'
49.69'
94°53'48"
C68
30.00'
11.18'
21-20'56"
C69
30.00'
38.54'
73°35'55"
C70
30.00'
51.23'
97°50'04"
C71
59.41'
32.47'
31°19'00"
C72
217.23'
59.47'
15°41'05"
C73
68.26'
38.54'
32°20'56"
C74
1635.78'
20.45'
0°42'58"
C75
30.00'
50.76'
96°57'08"
C76
355.00'
42.44'
6°50'57"
C77
30.00'
12.66'
24°10'49"
C78
30.00'
47.02'
89°48'08"
C79
1575.78'
22.28'
0°48'37"
C80
128.26'
72.41'
32°20'56"
d
PHA . IV
A PUH 1 l N ji- 6iLst ! ION 2-f, i WNSHIP 20 Iii., MANGE ' 5 E., Vv.M., KIT'11 11A,-.,) COON 1 f, WASHINGTON
CURVE TABLE
CURVE #
RADIUS
LENGTH
DELTA
C21
130.00'
72.94'
32°08'55"
C22
30.00'
23.61'
14.09'
45°05'57"
C23
55.00'
14°40'45"
C24
55.00'
103.08'
107°23'15"
C25
55.00'
44.57'
46°25'38"
C26
55.00'
97.63'
101'42'15"
C27
55.00'
259.37'
270°11'54"
C28
30.0(
23.61'
45°05'57"
C29
70.&i
82u, N'
180.82'
148°00'04"
C30
T
192.34'
13°19'49"
C31
130.00'
56.02'
24°41'16"
C32
886.70'
25.11'
1-37'22"
C33
886.70'
181.19'
11-42'27"
C34
886.70'
206.30'
13°19'49"
C35
37.82'
96.76'
146°36'45"
C36
233.52'
145.01'
35°34'47"
C37
233.52'
137.59'
33°45'36"
C38
233.52'
7.42'
1°49'11"
C39
194.84'
138.77'
40°48'29"
C40
194.84'
89.00'
26°10'23"
CURVE TABLE
CURVE #
RADIUS
LENGTH
DELTA
C81
157.23'
43.04'
15°41'05"
C82
30.00'
59.42'
113°28'56"
C83
230.00'
18.46'
4°35'56"
C84
327.11'
136.70'
23°56'42"
C85
305.00'
20.07'
3°46'10"
C86
200.00'
132.69'
38°00'45"
C87
200.00'
32.41'
9°17'05"
C88
120.00'
44.66'
21'19'27"
C89
60.00'
54.26'
51`49'01"
C90
170.00'
118.99'
40`06'09"
C91
170.00'
135.60'
45°42'02"
C92
250.22'El
.31'
11°58'44"
C93
320.00'6.12'
5.45'
1 20°47'28"
It As / upm
L . AI
ay WAS,,,
'11 Q
LS 45503
��CISTE4�
ION4L LAIC
CURVE TABLE
CURVE # RADIUS LENGTH DELTA
C41
194.84'
49.77'
14°38'06"
C42
254.84'
181.51'
40'48'29"
C43
219.73'
137.73'
35°54'52"
C44
219.73'
37.68'
9°49'27"
C45
219.73'
175.41'
45'44'19"
C46
567.39'
137.65'
13°53'59"
C47
567.39'
28.04'
2°49'53"
C48
567.39'
165.69'
16°43'52"
C49
383.99'
109.25'
16°18'04"
C50
186.61'
68.93'
21-09-50"
C51
186.61'
20.19'
6°11'58"
C52
60.00'
46.27'
44°11'09"
C53
513.16'
74.89'
8°21'43"
C54
296.38'
5.45'
1°03'12"
C55
573.16'
82.18'
8'12'55"
C56
573.16'
83.65'
8°21'43"
C57
573.16'
1.47'
0°08'47"
C58
120.00'
92.54'
44°11'09"
C59
126.61'
151.68'
68°38'25"
C60
443.99'
73.71'
9°30'45"
AUDITOR'S CERTIFICATE
LINE ~mac
LINE #
DIRECTION
DISTANCE
L1
N 70°44'30" W
60.31'
L2
S 48°08'44" E
58.59'
L3
N 22°54'34" W
63.31'
L4
S 32°06'57" W
74.34'
L5
N 58`56'27" W
38.17'
L6
S 71'58'23" E
46.42'
L7
S 71°58'23" E
46.42'
L8
N 72°08'22" E
117.85'
L9
S 72°08'22" W
107.57'
L10
N 5°41'45" W
70.61'
1-11
S 82°22'09" E
66.32'
L12
S 89°35'10" W
20.41'
L13
S 59°45'44" E
36.06'
L14
S 53°43'12" W
21.04'
L15
S 39°02'26" E
30.03'
L16
S 39°02'26" E
30.03'
L17
Sl- _� moo" E
60.07'
L18
W
60.07'
L19
N 3y W
30.03'
L20
N 39°0i.,- " W
30.03'
EASEMENT DW -14
LINE TABLE
LINE #
DIRECTION
DISTANCE
L21
S 53°43'12" W
22.51'
L22
N 59°45'44" W
36.06'
L23
S 77°25'30" E
60.04'
L24
S 18°21'31" E
103.96'
L25
N 18°21'31" W
83.91'
L26
N 65'12'58" W
28.28'
L27
S 70`44'30" E
58.20'
L28
S 89°31'12" E
219.90'
L29
S 87°55'29" E
64.32'
L30
S 87`55'29" E
56.29'
L31
N 66°06'08" E
106.84'
L32
N 32°06'57" E
89.92'
FILED FOR RECORD THIS ---- DAY OF ---
IN BOOK---- OF ---------- AT PAGE
DUSTIN L. _PIERCE
SURVEYOR'S NAME
JERALD V. PETTIT
50'
1
SCALE: 1
20--- AT --- - - - V"
_-- AT THE REQUEST OF
-- - - - - - - - - - - - - - - - --------------------
County Auditor Deputy County Auditor
P-uo, Juu
L -;,�2® u
EASEMENT DW -13
N 89°53'02" W 671.42'
428.59'
EASEMENT DW -13
34.34' INGRESS, EGRESS &
UTILITY EASEMENT
HEREIN DEDICATED
SABo
64
NN 50
1.78 AC.
6
o QS �
45 279
06,
C/)1.17 AC. R, 117, ppapp.
4,��224 � 4,�0
66, S3 4p
o p,
ti
ti 30.00'
SSS C-9 46
1.08 AC. tiry�
2328' �
�o
276, 1
42 7J7 019, CO
1.18 AC. .67,
1; G' 100'
SCALE: i " - `i ejU'
EASEMENT DW -15
:��S 07°53'21" W (R)
;542.93'
R; 510.94' 4=60°/
52'58"
L' 191.97,
4=21.31'36„
0-510 94'
\ / L=98.05' \
X64
7 4-10°59'41"
/ 228°I.y�
708 p2
w
EASEMENT DW -15
INGRESS, EGRESS Eo o CN
& UTILITY ° I °' N
o
EASEMENT HEREIN I
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DEDICATED Z L
W
4
N
0
\ Z
a
i-ivvff.vEEk1i'`K�3 ,ai 3 F -t V Ey 11v6
Western �,ashington Division
165 NE juniper Street, Suite 201 • issaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 " Phone: (509) 674-7433
S 44°06'31" E
29.99'
� 1001-
\
N \
cam,
� I
S 03''26'13" W
17.00' I
\-N 86°33'47" W
52.00' /
50 0 2 50'
47
PHASE III
5
1.48 AC.
72 C4
N gp°3 "e 167.15'
0
Lil
°03L=35.68'
S
pg
A-10°29'35"
N 82°22'09" W
qDEDICATED
59.66'EMENT
DW
RESS,�ESS
-16 l
ILITY
7O
EMENT
EIN
60' 0 30' 60,
_ i
SCALE: 1 " = 60'
FOREST RIDGE - PHASE IV
PERFORMANCE BASED CLUSTER PLAT
.
PORTION _►
EASEMENT DW -18
A=24°27'30" EASEMENT
DW -18
L=139.75' C4
A=12°19'08" C5 C6 C1
R=650.00' \ �S 23°55'17" E
L=34.27' 55.94'
A-3°01'14" �� S 71°27'56" E
g0 \ 37.04'
N 23°55'17" W
,11e�
Q 85.70' �EASEMENT DW -18
o N INGRESS, EGRESS &
_ UTILITY EASEMENT
HEREIN DEDICATED
_o N 71'27'56" W Ao°
i� 59.01' \�
N
o,
Z
6
1.26 AC.
co
00
60' 0 30' 60'
O
SCALE: 1" = 60' z
ti ,sF
_moo \ \'s
�I
M 76% 7
�06", .X 39.83\
N 88°59'14" W
EASEMENT DW -20
INGRESS, EGRESS &
UTILITY EASEMENT
HEREIN DEDICATED
0
EASEMENT
1 Ved t- S 85°26'58" E 242.43'
R=55.00' -'- � S 04°33'02" W
32 S�42T14„F(R) A-43'26'38" 40.00'
0
v
3.09 AC.
88.17' N 85°26'58" W 234.85'
146.68'
EAS r SEN_ DW- i -9
50' 0 25' 50'
SCALE: 1" = 50'
L=29.73'
A=6°05'24"
1 N 82°55'34" E 213.34'
R=279.73'
L=31.75' --
A-6°30'10"
(D N, W 222.50'
S 82°55'3
EASEMENT DW -19
INGRESS,
EGRESS
& UTILITY
EASEMENT
HEREIN
DEDICATED
EASEMENT -2
EASEMENTUT--5
72
1.09 AC.
aWZ,
•��Fzl
so
10 p0,
6' J'
SCALE: 1" = 6C:
71.68' - EASEMENT DW -20
INGRESS, EGRESS &
S 36"44'26" E w \ UTILITY EASEMENT
20.00' i� \ HEREIN DEDICATED
c•� o �
°y) \ 6.
`O 50.00' TRAIL
0
EASEMENT DW -17
sc�° EASEMENT "B"
�-�
INGRESS, EGRESS & / HEREIN DEDICATED
UTILITY EASEMENT
N. '� \ 9
HEREIN DEDICATED � / 1.3® AC. 0
morn \ ° 934 W Sap 26,
S13 G
N 56°50'00" W /ol
�,� I -' 100' RADIUS
21.13' S5 / y / WELL PROTECTION
DO EASEMENT
49.71'
I AFN:202011100020
/ rn
f �
31
N 1 N 19°00'11" W�
190.54' 1.53 AG.
EASEMENT UT -5
'3 \ 15' UTILITY
60' 0 30' 60' \ \ / EASEMENT HEREIN
6, DEDICATED
SCALE: 1" = 60'
15.91' S 89°31'12" E 313.04'
15.91'
184.14' \• `� 307.28'
N 89°31'12" W 829.52'
oy A s�,
f
G_ x
r
.iO o5503���TE�'
O�'AL LAZ`�
15.01'
m