HomeMy WebLinkAbout21-088B Forest Ridge PH V 11-23-22 Final Plat Drawings90
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S C ALE 1" =
ENGINEER
FOREST RIDGE -
PERFORMANCE BASED
VICINITY MAP
CONTOUR ENGINEERING LLC
4706 97TH STREET NW, SUITE 100
GIG HARBOR, WA 98335
OWNER
SKYLINE RIDGE LLC
405 NW GILMAN BLVD. STE 102
ISSAQUAH. WA. 98027
PARCEL INFORMATION
ZONE: RURAL 5
EXISTING KITTITAS COUNTY
PARCEL AND (MAP NUMBER)
962331 (20-15-24071-0130)
962332 (20-15-24071-0131)
962334 (20-15-24071-0133)
962335 (20-15-24071-0134)
962337 (20-15-24071-0136)
962338 (20-15-24071-0137)
962152 (20-15-24071-0113)
962153 (20-15-24071-0114)
PHASE V
CLUSTER PLAT
A PORTION OF SEC. 24, TWP. 20N., RNG. 15E. W.M.
KITTITAS COUNTY, WASHINGTON
RECORDING CERTIFICATE:
Recording No.
Filed for record this day of
_.M. in book of Plats at page
Stephen H Woods, PLS
Manager
NOTICE: THE APPROVAL OF THIS PLAT IS NOT A
GUARANTEE THAT FUTURE PERMITS WILL BE GRANTED.
DEDICATION
NW
APPROVALS
VOLUME/PAGE
KNOW ALL MEN BY THESE PRESENTS THAT SKYLINE RIDGE LLC, A WASHINGTON LIMITED KITTITAS COUNTY PUBLIC WORKS
LIABILITY COMPANY, THE UNDERSIGNED OWNER IN FEE SIMPLE OF THE HEREIN
DESCRIBED REAL PROPERTY, DOES HEREBY DECLARE, SUBDIVIDE AND PLAT AS HEREIN EXAMINED AND APPROVED THIS DAY OF A.D., 2022.
DESCRIBED.
IN WITNESS WHEREOF, WE HAVE SET OUR HANDS THIS DAY OF A.D., 2022.
NAME
TITLE
SKYLINE RIDGE, LLC
ACKNOWLEDGEMENTS:
STATE OF WASHINGTON )
) SS
COUNTY OF )
ON THIS DAY OF . 20— BEFORE ME,
THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON,
DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED TO ME
PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO
BE THE OF SKYLINE RIDGE, LLC, THE CORPORATION
THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID
INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION,
FOR THE USES THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE/SHE
WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY,
IS THE CORPORATE SEAL OF SAID CORPORATION.
WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS
CERTIFICATE ABOVE WRITTEN.
NOTARY PUBLIC IN AND FOR THE STATE
OF WASHINGTON, RESIDING IN
MY COMMISSION EXPIRES:
PRINT NOTARY NAME
LAND SURVEYOR'S CERTIFICATE:
I, STEPHEN H. WOODS, REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON,
CERTIFY THAT THIS PLAT OF FOREST RIDGE - PHASE V PERFORMANCE BASED CLUSTER PLAT,
A PLAT COMMUNITY, IS BASED UPON AN ACTUAL SURVEY OF THE LAND DESRIBED HEREIN,
CONDUCTED BY ME OR UNDER MY SUPERVISION IN NOVEMBER, 2022, THAT THE DISTANCES,
COURSES, AND ANGLES ARE SHOWN THEREON CORRECTLY, AND THAT MONUMENTS AND LOT
CORNERS OTHER THAN THOSE APPROVED FOR SETTING AT A LATER DATE, HAVING BEEN
SET AS DEPICTED ON THE PLAT.
FURTHERMORE, 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 SKYLINE RIDGE LLC, A DELWARE LIMITED LIABILITY COMPANY,
HEREBY CERTIFY THAT THIS MAP FOR FOREST RIDGE - PHASE V PERFORMANCE BASED
CLUSTER PLAT, A PLAT COMMUNITY, IS BASED UPON AN ACTUAL SURVEY OF THE PROPERTY
HEREIN DESCRIBED; THAT THE BEARINGS AND DISTANCES ARE CORRECTLY SHOWN; THAT
ALL INFORMATION REQUIRED BY THE WASHINGTON UNIFORM COMMON INTEREST OWNERSHIP
ACT IS SUPPLIED HEREIN; AND THAT ALL HORIZONTAL AND VERTICAL BOUNDARIES OF THE
UNITS, (1) TO THE EXTENT DETERMINED BY THE WALLS, FLOORS, OR CEILINGS THEREOF,
OR OTHER PHYSICAL MONUMENTS, ARE SUBSTANTIALLY COMPLETED IN ACCORDANCE WITH
SAID MAP, OR (2) TO THE EXTENT SUCH BOUNDARIES ARE NOT DEFINED BY PHYSICAL
MONEMENTS, SUCH BOUNDARIES ARE SHOWN ON THE MAP.
I I"
11/23/22
STEPHEN H. WOODS DATE
PROFESSIONAL LAND SURVEYOR
CERTIFICATE NUMBER 38965
. 2022 at
at the request of
Superintendent of Records
KITTITAS COUNTY ENGINEER
I HEREBY CERTIFY THAT THE "FOREST RIDGE - PHASE V" PERFORMANCE
BASED CLUSTER PLAT HAS BEEN EXAMINED BY ME AND FIND THAT IT
CONFORMS TO THE COMPREHENSIVE PLAN OF THE KITTITAS COUNTY
PLANNING COMMISSION.
DATE THIS DAY OF A.D., 2022.
KITTITAS COUNTY PLANNING OFFICIAL
KITTITAS COUNTY HEALTH DEPARTMENT
I HEREBY CERTIFY THAT THE "FOREST RIDGE - PHASE V" PERFORMANCE
BASED CLUSTER PLAT HAS BEEN EXAMINED AND CONFORMS WITH THE
CURRENT KITTITAS COUNTY CODE CHAPTER 13.
DATE THIS DAY OF A.D., 2022.
KITTITAS COUNTY HEALTH OFFICER
CERTIFICATE OF COUNTY ASSESSOR
I HEREBY CERTIFY THAT THE "FOREST RIDGE - PHASE V" PERFORMANCE
BASED CLUSTER PLAT HAS BEEN EXAMINED BY ME AND I FIND THE
PROPERTY TO BE IN AN ACCEPTABLE CONDITION FOR PLATTING.
DATE THIS DAY OF A.D., 2022.
KITTITAS COUNTY ASSESSOR
KITTITAS COUNTY BOARD OF COMMISSIONERS
EXAMINED AND APPROVED THIS DAY OF A.D., 2022.
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.
DATE THIS DAY OF A.D., 2022.
KITTITAS COUNTY TREASURER
ORIGINAL TAX PARCEL NUMBERS: 962331, 962332, 962334, 962335,
962337, 962338, 962152 AND 962153,
irk �
INDEX DATA:
YEN
G I N E E R I N G - L LC
CIVIL ENGINEERS -SURVEYORS -LAND PLANNERS
4706 97th Street NW, Suite 100, Gig Harbor, WA 96335
Phone: 253-657-5454 Fax: 253-509-0044 info@contourpllc.com
DRAWN BY: L Nguyen
CHECKED BY: S Woods
DATE: NOV 23, 2022
JOB NAME: 21-088
SCALE: NA
JOB No.: 21— 0 8 8 B
INDEX DATA:
SEC 24 T20N,
R15E, WM
SURVEY FOR:
SKYLINE RIDGE
LLC
405 NW GILMAN
BLVD. STE 102
ISSAQUAH, WA.
98027
KITTITAS COUNTY,
WASHINGTON
SHEET 1
OF 11
FOREST RIDGE
Scale:
1" _
LEGEND:
500'
- PHASE V - PERFORMANCE
SURVEY CONTROL
NW CORNER OF SEATED, T.20N, R.15E, SET STANDARD KITTITAS COUNTY MONUMENT
AT
FOUND REBAR W/O CAP. VISITED 10-13-21 T. N1/4 CORNER OF SEATED,
T.20N, R.15E, CALCULATED
BY SINGLE PROPORTION
S89°52'42"E 2643.54' S89°53'02"E 2643.91'(HELD)
14 13 (TO CALCULATED RC "KITZ" 16915) (TO CALCULATED N1/4 CORNER) 13
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FOUND IRON ROD W/ SCRIBED "X
VISITED 6-1-21
B�
Cu 25 N89 °26' 21 "W 2645.74'(C) 2645.80'(P) 25
SW CORNER OF SEC.24, T.20N, R.15E,
CALCULATED PER ROS 200510270006
9 = FOUND MONUMENT AS NOTED
O = CALCULATED MONUMENT AS NOTED
(C) = CALCULATED.
(M) = MEASURED.
(P) = RECORD INFO PER FOREST RIDGE—PHASE III
OS = OPEN SPACE TRACT
AC = ACCESS ROAD TRACT
S = SERVICE TRACT
0 = SET STANDARD KITTITAS COUNTY MONUMENT
WETLAND C
(CATEGORY 3)
BASED
NE CORNER OF SEC. 2A, T.20N, R.15E,
mimn QPPAP Al IIMTMIIM rAP VTRTTFn io-1q-?1
SE CORNER OF SEC. 24,
FOUND 2" ALUMINUM CAP,
VISITED 6-1-21
S89 °33' 16"E 2656.80' (M) 2656.69' (P)
VOLUME/PAGE
CLUSTER PLAT
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T20N, R15E
24 19
25 30
SURVEYOR NOTES:
1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED
BY FIELD TRAVERSE UTILIZING A TWO (2) SECOND THEODOLITE
WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER
(TRIMBLE S6)AND REAL TIME KINEMATIC (RTK) GLOBAL POSITIONING
SYSTEM (GPS)(TRIMBLE R10-2). LINEAR AND ANGULAR CLOSURE OF
THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090.
2) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS
THEY EXISTED JULY 18, 2022, THE DATE OF THIS FIELD
SURVEY.
3) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE.
ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE
OF THEIR INSTALLATION ARE SHOWN HEREON.
4) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED
EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM
CHICAGO TITLE INSURANCE COMPANY GUARANTEE NO.
72156-48087066, DATED JULY 6, 2022. NO ADDITIONAL
RESEARCH HAS BEEN ATTEMPTED.
5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR
TO PROPERTY LINES.
6) IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS OR
RESERVATIONS WHICH MAY AFFECT THIS SITE.
EXISTING LEGAL DESCRIPTION:
TRACT FD -3, 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 -4D, FD -4F AND FD -4H, 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.
BASIS OF BEARING:
GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
LAMBERT GRID WASHINGTON STATE SOUTH ZONE COORDINATES.THE
NORTH AMERICAN DATUM OF 1983/2011 (NAD 83/2011 EPOCH 2010.00)
GRID COORDINATES WERE FOUND TO BE 682403.10 / 1541073.77
AT A REBAR WITH 2' ALUMINUM CAP AT THE SOUTHEAST CORNER
OF SECTION 24, TOWNSHIP 20 NORTH, RANGE 15 EAST, W.M..
THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF
0.9998903672 AND THE GRID SCALE FACTOR OF 0.9999729601 WAS
APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES.
YENGINT
E E R I N G• L L C
CIVIL ENGINEERS -SURVEYORS -LAND PLANNERS
4706 97th Street NW, Suite 100, Gig Harbor, WA 98335
Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com
DRAWN BY: L Nguyen
CHECKED BY: S Woods
DATE: NOV 23, 2022
JOB NAME: 21-088
sCALE: 1 11= 500'
JOB No.: 21—OBBB
INDEX DATA
SEC 24 T20N,
R15E, WM
SURVEY FOR:
SKYLINE RIDGE
LLC
405 NW GILMAN
BLVD. STE 102
ISSAQUAH, WA.
98027
KITTITAS COUNTY,
WASHINGTON
SHEET 2
OF 11
F.-
FOREST RIDGE -
PLAT NOTES
1) TRACT OS -1 OF THE FOREST RIDGE -PHASE 1 PERFORMANCE BASED
CLUSTER PLAT RECORDED AUGUST 26, 2021, IN BOOK 13 OF PLATS,
PAGES 156 THROUGH 162, UNDER AUDITOR S FILE NO. 202106260013,
RECORDS OF KITTITAS COUNTY, WASHINGTON, TRACT FD -3 OF FOREST
RIDGE -PHASE II PERFORMANCE BASED CLUSTER PLAT RECORDED
NOVEMBER 17, 2021, IN BOOK 13 OF PLATS, PAGES 176 THROUGH
162, UNDER AUDITOR S FILE NO. 202111170017, RECORDS OF
KITTITAS COUNTY, WASHINGTON, TRACTS FD -4D, FD -4F AND FD -4H OF
THE FOREST RIDGE -PHASE III PERFORMANCE BASED PLAT RECORDED
FEBRUARY 2, 2022, IN BOOK 13 OF PLATS, PAGES 204 THROUGH 212,
UNDER AUDITOR S FILE NO. 202202020021, RECORDS OF KITTITAS
COUNTY, WASHINGTON ARE BEING REPLATTED HEREIN, TO THE EXTENT
THE SAME AFFECT THIS PROPERTY, THE PLAT NOTES, EASEMENTS OR
OTHERWISE SET FORTH ON THE PHASE I, PHASE II AND PHASE 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 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 A CATEGORY 2,
1.5:1 FOR A CATEGORY 3, AND 1:1 FOR A 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 OF 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.
B) 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 HOMEOWNER'S
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.
PHASE V PERFORMANCE
11) THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD OR
OTHERWISE.
12) KITTITAS COUNTY WILL NOT ACCEPT PRIVATE ROADS FOR MAINTENANCE AS
PUBLIC STREETS OR ROADS UNTIL SUCH 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.
13) PRIVATE ROAD TRACTS, DRAINAGE POND TRACTS, SERVICE TRACTS, ACCESS
ROAD TRACTS AND OPEN SPACE TRACTS ARE HEREBY GRANTED AND CONVEYED
TO THE HOMEOWNER'S ASSOCIATION UPON THE RECORDING OF THIS PLAT.
EXCEPT AS OTHERWISE NOTED HEREIN, SAID HOMEOWNER'S ASSOCIATION IS
HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT OBLIGATIONS
WITH SAID TRACTS. SHOULD THE HOMEOWNER'S ASSOCIATION FAIL TO
PROPERLY MAINTAIN SAID TRACTS, THE OWNERS OR THEIR RESPECTIVE
SUCCESSORS OR ASSIGNS, OF ALL LOTS OF THIS PLAT SHALL BE EQUALLY
RESPONSIBLE FOR MAINTENANCE OF SAID TRACTS.
14) ALL OR CERTAIN LOTS AND TRACTS WITHIN THIS PLAT MAY BE SUBJECTED
TO EASEMENTS IN FAVOR OF THE HOMEOWNER'S ASSOCIATION AND/OR
INDIVIDUAL LOT OWNERS FOR THE ULTIMATE BENEFIT OF OTHER LOTS
WITHIN THIS PLAT FOR THE PURPOSES OF ACCESS AND 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) LOTS 1, 2, 3, 4, 5, 6, 9, 12, 14, 17, 19, 21, 29, 30, 31, 32, 33,
34, 45, 57, 58, 59, 60, 61, 62, 63, 64 AND 65 STORMWATER IS NOT
CAPTURED BY THE STORMWATER POND. THESE LOTS SHALL CONSTRUCT
INDIVIDUAL DISPERSION SYSTEMS IN ORDER TO PROVIDE EROSION AND
SEDIMENT CONTROL. A DETAIL IS PROVIDED IN THE STORMWATER REPORT
FOR THIS PROJECT.
17) 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
SUBDIVISION OR LAND USE ACTION WILL BE REVIEWED UNDER THE MOST
CURRENT ROAD STANDARDS.
18) 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 ROAD RIGHT-OF-WAY.
19) ANY FURTHER SUBDIVISION OR LOTS TO BE SERVED BY PROPOSED ACCESS
MAY RESULT IN FURTHER ACCESS REQUIREMENTS.
20) THE WELL AND WELL RADIUS SHOWN ON LOT#128 IS FOR A GROUP B PUBLIC
WATER SYSTEM FOR THE BENEFIT OF LOTS WITHIN FOREST RIDGE FINAL PLAT
PHASE 3. AT THE DEPARTMENT OF HEALTH APPROVAL THE GROUP A WATER SYSTEM
FOR THE ENTIRE FOREST RIDGE PROJECT, THE WELL WILL BE DECOMMISSIONED
AND AFTER DECOMMISSIONING, THE WELL RADIUS WILL BE EXTINGUISHED.
21) LOTS 1-5, 11, 13, 15, 18, 20, 22, 29-34, 45, AND 58-62 SHALL REQUIRE
ON SITE STORMWATER MITIGATION.
BASED CLUSTER PLAT
Mall no] Itono] NeINw0mIN,1010ml`m-To-•010NUTwe*FA1*14=
VOLUME/PAGE
ALL PHASES (I-V)
BASE
ACREAGE (AC)
478.47
OPEN SPACE REQUIRED = 40% OF BASE
ACREAGE 191.39 AC
BASE
LOT YIELD (1)
95
NET OPEN SPACE PROVIDED (4)
192.15 AC
MAX.
BONUS LOTS (2)
85
WATER SUPPLY
GROUP A
MAX.
LOT YIELD (3)
180
SANITARY SEWER
INDIVIDUAL SEPTIC
PROPOSED LOT YIELD
160
ZONING
RURAL -5
ELEMENT
SKYLINE RIDGE LLC
POINT AWARDED
405 NW GILMAN BLVD. STE 102
BOTHELL, WA 98012-8835
OPEN SPACE
42% IN PERPETUITY
APN 954184
APN 962329
DATE: NOV 23, 2022
40
SCALE: NA
NICKERSON, CHRIS A
HEALTH Q SAFETY
CONNECTION TO GROUP A
PO BOX 1267
APN 962333
CLE ELUM, WA 98922-2267
50
APN 22046
APN 962323
APN 962154
TOTAL POINTS
19472 NORMANDY PARK
90
NOTES:
(1) BASE LOT YIELD IS 1 DWELLING UNIT PER 5 ACRES
(2) MAX LOT YIELD IS THE BASE LOT YIELD MULTIPLIED THE BONUS DENSITY PERCENTAGE.
THE BONUS DENSITY PERCENTAGE IS THE NUMBER OF POINTS AWARDED FROM THE PUBLIC
BENEFIT RATING SYSTEM REFLECT AS A PERCENTAGE OF BONUS DENSITY.
(3) BASE LOT PLUS BONUS LOTS.
(4) OPEN SPACE DOES NOT INCLUDE THE COMMERCIAL FOREST SETBACK AREA, STREAMS,
WETLANDS OR THEIR ASSOCIATED BUFFERS.
ADJACENT OWNERS
ASSESSOR'S PARCEL NUMBER (APN)
RAJAGOPAL, SELVAKUMAR
SKYLINE RIDGE LLC
3222 187TH PL SE
405 NW GILMAN BLVD. STE 102
BOTHELL, WA 98012-8835
ISSAQUAH, WA 98027-2470
APN 954184
APN 962329
DATE: NOV 23, 2022
APN 962324
SCALE: NA
NICKERSON, CHRIS A
APN 962149
PO BOX 1267
APN 962333
CLE ELUM, WA 98922-2267
APN 962336
APN 22046
APN 962323
APN 962154
DAVID C WEBER TRUST
19472 NORMANDY PARK
APN 962047
NORMANDY PARK, WA 98166-4132
WALDBLICK LLC
APN 13515
1370 WASHINGTON PIKE STE 403
APN 213034
BRIDGEVILLE, PA 15017-2885
APN 951146
PEPPIN, LESLIE D
PO BOX 910
ALPINE MEADOWS LLC
CLE ELUM, WA 98922
114 17TH PL
APN 11815
KIRKLAND, WA 98033-4906
APN 951147
KUBEJA, CHRISTOPHER J 6 HALEY A
921 E CHICAGO ST
STATE OF WASHINGTON (DNR)
KENT, WA 98030-6268
C/O CONSERV REC 6 TRANSACTION DIV
APN 952005
PO BOX 47014
SHAW, JOSHUA
OLYMPIA, WA 98504-7014
5326 156TH ST SE
APN 454935
BOTHELL, WA 98012-4727
BOCKENSTEDT, CRAIG R & LYNN D
APN 952003
21820 31ST DR SE
APN 952004
BOTHELL, WA 98021-3503
APN 962311
KAPLAN, DAVID B
6044 51ST AVE NE
SEATTLE, WA 98115-7708
APN 951145
INDEX DATA:
E N G I N E E R I N G - L L C
CIVIL ENGINEERS -SURVEYORS -LAND PLANNERS
4706 97th Street NW, Suite 100, Gig Harbor, WA 96335
Phone: 253-657-5454 Fax: 253-509-0044 info@contourpllc.com
DRAWN BY: L Nguyen
CHECKED BY: S Woods
DATE: NOV 23, 2022
JOB NAME: 21-088
SCALE: NA
JOB NO.: 21- 0 8 8 B
INDEX DATA:
SEC 24 T20N,
R15E, WM
SURVEY FOR:
SKYLINE RIDGE
LLC
405 NW GILMAN
BLVD. STE 102
ISSAQUAH, WA.
98027
KITTITAS COUNTY,
WASHINGTON
SHEET 3
OF 11
FOREST RIDGE -
SRq°RR'na"E 2643 91' //13 \
PHASE V
_ Y
U
X24 SET STANDARD KITTITAS m
\ / j COUNTY MONUMENT AT w
N1/4 CORNER OF SEC.24, "'
\ / / T.20N, R.15E, CALCULATED
BY SINGLE PROPORTION LUcc
/ 13 o
0.36' 24 H
w
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LEGEND:
m
0
v
0
LD
LO
LO
= FOUND MONUMENT AS NOTED
O = CALCULATED MONUMENT AS NOTED
• = SET #4 REBAR WITH RED PLASTIC CAP
STAMPED "CONTOUR LS 38965".
0 = SET STANDARD KITTITAS COUNTY MONUMENT
TRACT OS -17
7.17 AC
- PERFORMANCE BASED CLUSTER PLAT
S89°53'02"E 2643.91'
143
��. 1.35 AC
W J y�y
Q
tiP �O 9iS.
V v N, 123.0%
TRACT OS -20
13.89 AC
S89°56'26"W 709.10'
S69°56'26"W 488.53'
L=124.39' A= 33°56'19"
R=210.00'
L=159.93' A= 33°56'19"
—� R=270.00' -I
�3
%Y
I
Apo Q5 5'�
D'9?g0 ��
CIVIL ENGINEERS -SURVEYORS -LAND PLANNERS
coo
00 mo A= 2°00'25"
L 1 A`°p03
CHECKED BY. S Woods
922 _ —
L=311.95'
O``�QQ�
A= 81-14-341
Uri v
144 I
98027
KITTITAS COUNTY,
4
--- ------------
cD
11
143
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W J y�y
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TRACT OS -20
13.89 AC
S89°56'26"W 709.10'
S69°56'26"W 488.53'
L=124.39' A= 33°56'19"
R=210.00'
L=159.93' A= 33°56'19"
—� R=270.00' -I
�3
%Y
I
L=25.57'
CIVIL ENGINEERS -SURVEYORS -LAND PLANNERS
4706 97th Street NW, Suite 100, Gig Harbor, WA 98335
00 mo A= 2°00'25"
DRAWN BY: L Nguyen
CHECKED BY. S Woods
DATE: NOV 23, 2022
JOB NAME: 21-088
sCALE: 1 = 100 '
Uri v
144 I
98027
KITTITAS COUNTY,
o
1.20 AC I
SHEET 4
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SEE SHEET 9 (OF I I
0 100 200
Scale: 1" = 100'
SEE LINE & CURVE TABLES ON SHEET 10 OF 11
TRACT OS -17
TRACT AC -8
N86°53'33"E 161.74'
29.28' 63.16'
SLOPE 6
DRAINAGE
s� EASEMENT
TRACT
128 AC -10
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\� S89 °42' 32"E 30.00'
VOLUME/PAGE
L=13.69'
A= 3'33'58"-
R=220.00'
69.30'
127
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DETAIL F (SCALE 1" = 301)
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ti
YENGINT
E E R I N G• L L C
CIVIL ENGINEERS -SURVEYORS -LAND PLANNERS
4706 97th Street NW, Suite 100, Gig Harbor, WA 98335
Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com
DRAWN BY: L Nguyen
CHECKED BY. S Woods
DATE: NOV 23, 2022
JOB NAME: 21-088
sCALE: 1 = 100 '
JOB NO.: 21-OBBB
INDEX DATA:
SEC 24 T20N,
R15E, WM
SURVEY FOR:
SKYLINE RIDGE
LLC
405 NW GILMAN
BLVD. STE 102
ISSAQUAH, WA.
98027
KITTITAS COUNTY,
WASHINGTON
SHEET 4
OF 11
F
FOREST RIDGE - PHASE V - PERFORMANCE BASED CLUSTER PLAT VOLUME/PAGE
S89°53'02"E 2643.91'
R=790.00' A= 34°35'59" L=477.06' WETLAND C TRACT OS -17 EXISTING TEMPORARY /
C) (CATEGORY 3) 7.17 AC CONSTRUCTION & 200' COMMERCIAL
LO L=124.39' A= 33°56'19" R=730 00' p- 3 ° 20 ACCESS EASEMENT
13 18
24 19
NE CORNER OF SEC.24, T.20N, R.15E,
FOUND REBAR ALUMINUM CAP. VISITED 10-13-21
- 4 35 59 L=440.83' 640 SNON L=3qg 16. REC. N0.202211180024 FOREST SETBACK / / L'1g1.30,
R=210.00' FST d= �2 ° (SEE DETAIL I ON d- / o)
59 ' 41 " � - 28 °54 ' S3 " �
L=159.93' p= 33°56'19" _ _ yFAFIN �E (T pR� F R=870.00, SHEET 10 OF 11) S89 *53'02"E 388.76'
_ R=270.00' _ - - - - - - _ G
'I L=238.41' oo I8QTF0 N86°53'33"E 471.78' / / 20' SNOW STORAGE
L=311.95 _ _ _ - L=301 EASEMENT (TYP )
p= 81°14'34' �� L=25.57' I p= 18°42'44"mi �= TRACT AC - 8 / / HEREIN DEDICATED
co n, p= 2 °00' 25" I I CU d-113 °52.5 p„ \ dR 930 pp 8 ED 11.51 AC N86 °53' 33"E 470.14'
'Q d, q 2g •88 _ _ - -- 2 L40 0, 69.30'
ti I I 145 N 2q• �0 L=139.69' �T c�'' 337.68'-- / `� _77
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Z cl"-' = I I �pA�°� `�Q� 1.04 AC Z 116.75 r, m •P WELL EASEMENT m SLOPE & DRAINAGE EASEMENT
C-) w w I I 2 ti •� REC. NO.202109010039 o HEREIN DEDICATED \
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I 76.26' i w / d• m r N89°46'04"W 232.44-
76.26' N24 °47' 59"E 'a, w \ ^� / N n u
36• AC J L--- S88 °28'20"E 192.37' hti 42.26' / / O' O•'
S88°28'20"E 197.27' N89°44'55"W 316.33' / N89 '44'55"W 321.01' Ln I I
/ / /
N75• 03' I 72.42' s y / 20' ACCESS \ °°"
123 N88°28'20"W 169.95' N39°36'06"E a' s T I 8.79' - - ' 0 60' o w
N88°28'20"W 44.46' oJ, / / HEREINNDEDICATED I J ^: L=15.74' I A
4.9 I 99.74' SS / A C. '� ,� A= 4'06'03"
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BUFFER
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TYP'ti
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10 co1.24 AC / 1CIn L6 Lo / 112
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Scale: 1 - 100 ��° �b2ti 1 ' I � a I aCO
T9 1�
10 ' 0 I I I ( m N77 °14 ' I 4. �\ / I
N89 °56' 26"E 806.61' SF9FINAINgO l \ 39 N 298.7 \ So �o l N77 °1q'
SNFFT 8F'4IBI qT gSFMF l T �s 1-
N89 °56' 26"E 1027.18' 11 8 FO NTy/ 121 60
MATCH LINE B OF 11� N �l� l 1.50 AC \ \� \� 1.36 AC
LEGEND:
9 = FOUND MONUMENT AS NOTED
O = CALCULATED MONUMENT AS NOTED
• = SET #4 REBAR WITH RED PLASTIC CAP
STAMPED "CONTOUR LS 38965".
OS = OPEN SPACE TRACT
AC = ACCESS ROAD TRACT
S = SERVICE TRACT
MI-: I-: s hIli-: I -:"I �.� (�4 0111
SEE LINE & CURVE TABLES ON SHEET 10 OF 11
ti
E N G I N E E R I N G - L L C
CIVIL ENGINEERS -SURVEYORS -LAND PLANNERS
4706 97th Street NW, Suite 100, Gig Harbor, WA 98335
Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com
DRAWN BY: L Nguyen
CHECKED BY. S Woods
DATE: NOV 23, 2022
JOB NAME: 21-088
sCALE: I" = 100 '
JOB No.: 21-OBBB
INDEX DATA:
SEC 24 T20N,
R15E, WM
SURVEY FOR:
SKYLINE RIDGE
LLC
405 NW GILMAN
BLVD. STE 102
ISSAQUAH, WA.
98027
KITTITAS COUNTY,
WASHINGTON
SHEET 5
OF 11
F.-
VOLUME/PAGE
FOREST RIDGE - PHASE V - PERFORMANCE BASED CLUSTER PLAT
SEE
S=ET
j�° ¶ a.
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DE6IC4TED EASEMENT I
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2.24 AC U 0= 1'01'54"
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I\33.19' N81 °34 23 E
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989 35'34"E 1429.12'��v Ri 318.39' IU
9 o• , S86'23'29"W 01 m v
S89'35'34"E 1123.97' WETLAND K / �oT'�-- 1.4477 AC �� / SET STANDARD KITTITAS COUNTY MONUMENT AT " 19
\ / / F` o E1 4 CORNER OF SEC.24, T.20N, R.15E,
(CATEGORY 2) %\ / I n L118 24
STREAM E (TYPE 5) z �
CALCULATED BY SINGLE PROPORTION icy,, i -O ,
LEGEND: SIT SHIEET 7 (OF I I
= FOUND MONUMENT AS NOTED
SEN H. h�
O = CALCULATED MONUMENT AS NOTED �,Q�oF WaSyJ �o
• = SET #4 REBAR WITH RED PLASTIC CAP mo
STAMPED "CONTOUR LS 38965".
OS = OPEN SPACE TRACTq�G 8965��� QJ�
AC = ACCESS ROAD TRACT � I SL NO
SEE LINE & CURVE TABLES ON SHEET 10 OF 11 11/23/22
S = SERVICE TRACT
T O -,k 0, ti IN
E N G I N E E R I N G - L L C
CIVIL ENGINEERS -SURVEYORS -LAND PLANNERS
4706 97th Street NW, Suite 100, Gig Harbor, WA 98335
Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com
DRAWN BY: L Nguyen
CHECKED BY. S Woods
DATE: NOV 23, 2022
JOB NAME: 21-088
SCALE: I" = 100 '
JOB NO.: 21-0888
INDEX DATA:
SEC 24 T20N,
R15E, WM
SURVEY FOR:
SKYLINE RIDGE
LLC
405 NW GILMAN
BLVD. STE 102
ISSAQUAH, WA.
98027
KITTITAS COUNTY,
WASHINGTON
SHEET 6
OF 11
F
VOLUME/PAGE
FOREST RIDGE PHASE V PERFORMANCE BASED CLUSTER PLAT
- SEE S=ET OF yv w/ ' i " °''
6ss� 18.39MATCH LINE C ° '34"E 429.12-14
S8935W 3CU m N7
- -
Lr'
S89°35'34"E 1123.97' � WETLAND K / 6o yam'• 1.4477 AC ^ SET STANDARD KITTITAS COUNTY MONUMENT AT " 19
(CATEGORY 2) / F / o / E1/4 CORNER OF SEC.24, T.20N, R.15E, I V n L118 24
/ / / / STREAM E (TYPE 5) T / Z CALCULATED BY SINGLE PROPORTION I w 'O
� \ WETLAND J // �7 / � �� / � �,
(CATEGORY 2) / ,9s C6 1 6
/
98
881°50' 08"E186.33'/ 127 AC. m
STREAM B / / 132.78' tvcQ1i�
(TYPE 5) / l STREAM F (TYPE 5) / / ^ - / / 0A 53.55 ti o
I I 15' STREAM / \ \ _ I
BUFFER LINE / \ X01 L86 S86°23'29"W 357.62' I
(TYP') \\
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(TYP') / // ON SHEET 10 OF 11L C102 °
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112.71'I min rn `�
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l BUFFER LINE / % / PP0 91 EA EMEN0EDICATED "' ti �' 85
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LEGEND:
6
c�6
4 106
C])
�Ip4 c>S
C�9
73.17'
S89°34'25"E 2653.56'
9 = FOUND MONUMENT AS NOTED
O = CALCULATED MONUMENT AS NOTED
• = SET #4 REBAR WITH RED PLASTIC CAP
STAMPED "CONTOUR LS 38965".
OS = OPEN SPACE TRACT
AC = ACCESS ROAD TRACT
S = SERVICE TRACT
(CATEGORY 2) ^ c� OOL \�, �,9 cg9 / 1.24 AC
(00
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1 \ ti 2.32 AC C98
<v NS
Cu
E 148.18 ' " S84°16'35 / c60 9� O`Z 2.59' 4,
/ G60 �`° 789
70
m C2�/ , 1 EXISTING TEMPORARY
co I of 65 CONSTRUCTION & v 83
�2� G ACCESS EASEMENT
I ti° 4i RE. NO.202211180024 m- 1.64 AC
3
TRACTS -2 / (SEE DETAIL I ON
I I u 0.60 AC 0 SHEET 10 OF 11) s�,
/ (o OLO
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I ��LP In
1.05 AC ti ;
604.23' 184.56 129.92'ti
65.50' 384.60' 248.82'
0 100 200
Scale: 1" = 100'
SEE LINE & CURVE TABLES ON SHEET 10 OF 11
ti
E N G I N E E R I N G - L L C
CIVIL ENGINEERS -SURVEYORS -LAND PLANNERS
4706 97th Street NW, Suite 100, Gig Harbor, WA 98335
Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com
DRAWN BY: L Nguyen
CHECKED BY: S Woods
DATE: NOV 23, 2022
JOB NAME: 21-088
SCALE: I" = 100 '
JOB NO.: 21-OBBB
INDEX DATA
SEC 24 T20N,
R15E, WM
SURVEY FOR:
SKYLINE RIDGE
LLC
405 NW GILMAN
BLVD. STE 102
ISSAQUAH, WA.
98027
KITTITAS COUNTY,
WASHINGTON
SHEET 7
OF 11
F.-
FOREST RIDGE
/
Q �
0
NQ
---------------
LEGEND:
———— —
LEGEND:
9 = FOUND MONUMENT AS NOTED
O = CALCULATED MONUMENT AS NOTED
• = SET #4 REBAR WITH RED PLASTIC CAP
STAMPED "CONTOUR LS 38965".
OS = OPEN SPACE TRACT
AC = ACCESS ROAD TRACT
S = SERVICE TRACT
PHASE V PERFORMANCE BASED CLUSTER PLAT
CC TI 7n 0 T _=T rm n r�%TM" I I
1 /
1 \ /
11 0
(bolb
1 / /
1 / /
S89°31'43"E 517.35'
0 100 200
Scale: 1" = 100
'
SEE LINE & CURVE TABLES ON SHEET 10 OF 11
ti
TR
E N G I N E E I N G - L L C
CIVIL ENGINEERS -SURVEYORS -LAND PLANNERS
4706 97th Street NW, Suite 100, Gig Harbor, WA 98335
Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com
DRAWN BY: L Nguyen
CHECKED BY: S Woods
DATE: NOV 23, 2022
JOB NAME: 21-088
sCALE: 1 = 100 '
JOB NO.: 21-OBBB
VOLUME/PAGE
S89°35'34"E 1429.12'
S89 °35'34"E 1123.97'
\\ \ WETLAND J /
(CATEGORY 2)
STREAM B
I � (TYPE 5) �
I I 15' STREAM
BUFFER LINE
I I /
(TYYPEM5)
S89°34'25"E 2653.56'
INDEX DATA
SEC 24 T20N,
R15E, WM
SURVEY FOR:
SKYLINE RIDGE
LLC
405 NW GILMAN
BLVD. STE 102
ISSAQUAH, WA.
98027
KITTITAS COUNTY,
WASHINGTON
SHEET 8
OF 11
F.-
FOREST RIDGE - PHASE V
MATCH LINE B
�000
Q
11�°
9 = FOUND MONUMENT AS NOTED
O = CALCULATED MONUMENT AS NOTED
• = SET #4 REBAR WITH RED PLASTIC CAP
STAMPED "CONTOUR LS 38965"
OS = OPEN SPACE TRACT
AC = ACCESS ROAD TRACT
= SERVICE TRACT
ll
- PERFORMANCE
CTI ' C ` i l@lw I0 "1' .i lam\ i '
BASED CLUSTER PLAT
I I � I---IIi
ti
E N G I N E E R I N G - L L C
CIVIL ENGINEERS -SURVEYORS -LAND PLANNERS
4706 97th Street NW, Suite 100, Gig Harbor, WA 98335
Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com
DRAWN BY: L Nguyen
CHECKED BY: S Woods
DATE: NOV 23, 2022
JOB NAME: 21-088
sCALE: 1 " = 100'
JOB NO.: 21-OBBB
VOLUME/PAGE
200
100'
INDEX DATA
SEC 24 T20N,
R15E, WM
SURVEY FOR:
SKYLINE RIDGE
LLC
405 NW GILMAN
BLVD. STE 102
ISSAQUAH, WA.
98027
KITTITAS COUNTY,
WASHINGTON
SHEET J
OF 11
i
FOREST RIDGE - PHASE V - PERFORMANCE BASED CLUSTER PLAT
Cail1514iV=WhlIN00
CURVE
ARC
DELTA
RADIUS
C1
10.72'
87°44'13"
7.00'
C2
53.40'
5°46'21"
530.00'
C3
10.73'
87°50'14"
7.00'
C4
47.35'
5°46'21"
470.00'
C5
111.29'
37°30'36"
170.00'
C6
150.57'
37°30'36"
230.00'
C7
329.08'
49°37'04"
380.00'
CB
277.12'
49°37'04"
320.00'
C9
158.41'
21°36'34"
420.00'
C10
181.04'
21°36'34"
480.00'
C11
7.33'
60°00'00"
7.00'
C12
7.33'
60°00'00"
7.00'
C13
358.47'
93°21'32"
220.00'
C14
456.24'
93°21'32"
280.00'
C15
209.90'
32°30'12"
370.00'
C16
243.94'
32°30'12"
430.00'
C17
292.17'
92°59'57"
180.00'
C18
194.7B'
92°59'57"
120.00'
C19
66.91'
85°11'42"
45.00'
C20
156.13'
85°11'41"
105.00'
C21
331.06'
12°4B'36"
1480.73'
C22
317.64'
12°4B'36"
1420.73'
C23
152.99'
8°11'37"
1069.78'
C24
161.57'
8°11'37"
1129.78'
C25
121.5B'
30°17'11"
230.00'
C26
15.87'
90°54'42"
10.00'
C27
13.02'
74°34'44"
10.00'
C28
180.18'
129°02'50"
80.00'
C29
90.09'
129°02'50"
40.00'
C30
57.52'
82°23'32"
40.00'
C31
115.04'
82°23'32"
80.00'
C32
31.54'
7°51'23"
230.00'
C33
37.02'
7°51'23"
270.00'
C34
166.56'
41°29'35"
230.00'
C35
256.02'
86°17'20"
170.00'
C36
387.53'
82°14'09"
270.00'
C37
44.71'
5°20'13"
480.00'
C38
61.19'
53°07'08"
66.00'
C39
70.23'
60°5B'13"
66.00'
C40
8.76'
50°12'06"
10.00'
C41
27.59'
10°11'54"
155.00'
C42
12.60'
72°12'50"
10.00'
C43
5.10'
3°04'32"
95.00'
C4442.22'
36°38'56"
66.00'
C451
28.02'
24°19'17"
66.00'
* C46-050 INTENTIONALLY DELETEED
CURVE
ARC
DELTA
RADIUS
C51
473.65'
8214'09"
330.00'
C52
145.92'
30°56'26"
270.21'
C53
113.52'
30°56'26"
210.21'
C54
220.46'
54°22'43"
232.29'
C55
277.41'
54°22'43"
292.29'
C56
224.14'
41°25'39"
309.99'
C57
180.76'
41°25'39"
249.99'
C58
159.95'
1417'03"
641.59'
C59
174.91'
1417'03"
701.59'
C60
114.85'
24°22'23"
270.00'
C61
215.61'
37°26'04"
330.00'
C62
92.75'
29°21'32"
181.00'
C63
14.80'
3°52'15"
219.00'
C64
71.32'
12°48'37"
319.00'
C65
24.42'
5°26'03"
257.50'
C66
53.61'
25°48'37"
119.00'
C67
55.98'
24°29'05"
131.00'
C68
72.30'
12°33'08"
330.00'
C69
46.12'
2212'12"
119.00'
C70
7.49'
3°36'25"
119.00'
C71
41.60'
8°49'38"
270.00'
C72
69.75'
49°57'18"
80.00'
C73
45.29'
32°26'14"
80.00'
C74
31.94'
20°20'05"
90.00'
C75
107.59'
41°05'43"
150.00'
C76
29.08'
18°30'47"
90.00'
C77
48.47'
18°30'47"
150.00'
C78
76.20'
29°06'21"
150.00'
C79
45.72'
29°06'21"
90.00'
C80
148.49'
56°43'12"
150.00'
C81
89.10'
56°43'12"
90.00'
C82
112.58'
71°40'03"
90.00'
C83
187.63'
71°40'03"
150.00'
C84
46.60'
1713'36"
155.00'
C85
28.56'
1713'36"
95.00'
C86
45.84'
16°56'46"
155.00'
C87
0.76'
016'49"
155.00'
C88
162.85'
6212'20"
150.00'
C89
24.77'
9°27'43"
150.00'
C90
55.50'
4°31'56"
701.59'
C91
119.41'
9°45'07"
701.59'
CURVE
ARC
DELTA
RADIUS
C97
48.61'
13°14'59"
210.21'
C98
5.08'
1°19'49"
219.00'
C99
9.71'
2°32'26"
219.00'
C100
204.98'
90°20'27"
130.00'
C101
195.55'
86°11'13"
130.00'
C102
9.42'
4°09'14"
130.00'
C103
87.16'
18°28'57"
270.21'
C104
58.75'
12°27'29"
270.21'
C105
88.90'
18°51'57"
270.00'
C106
298.62'
63°22'12"
270.00'
C107
15.29'
3°48'33"
230.00'
C108
16.25'
4°02'49"
230.00'
C109
64.91'
17°41'27"
210.21'
C110
400.65'
69°33'45"
330.00'
C111
72.99'
12°40'24"
330.00'
C112
154.81'
110°52'23"
80.00'
C113
25.38'
18°10'27"
80.00'
LINE
BEARING
DISTANCE
L1
N00°56'41"W
2.05'
L2
S00°56'41"E
2.05'
L3
S02°47'04"W
29.95'
L41
S02°47'04"W
29.95'
L5
N48°05'16"W
34.79'
L6
S48°05'16"E
34.79'
L7
N34°18'17"E
30.31'
L8
S34°18'17"W
30.31'
L91
S42°09'39"W
48.51'
L10
N42°09'39"E
48.51'
L11
N47°50'21"W
40.00'
L12
N80°57'34"E
105.06'
L13
S80°57'34"W
113.67'
L14
N65°57'16"W
73.86'
L151
S65°57'16"E
73.86'
L16
N66°18'29"E
42.64'
L17
S50°00'38"W
57.61'
L18
S62°49'14"W
13.46'
L19
S62°26'14"W
63.53'
L20
S57°23'11"W
57.61'
L21
N36°37'36"E
75.88'
L22
S24°04'28"W
43.31'
L23
S24°04'28"W
17.03'
L24
N34°33'29"E
7.88'
L25
N00°17'28"E
110.72'
L26
S00°17'28"W
91.91'
L27
N07°28'05"W
46.92'
L28
S07°28'05"E
55.33'
L29
N19°06'12"E
130.19'
L301
S19°06'12"W
126.69'
L31
N14°57'11"W
58.94'
L32
S14°57'11"E
46.07'
L33
N09°22'32"W
113.20'
L34
S09°22'32"E
133.46'
L35
N29°52'44"E
130.63'
L36
S29°52'44"W
148.99'
L37
N31°05'37"E
99.70'
L38
S31°05'37"W
89.03'
L39
N34°33'29"E
31.06'
L40
N86°53'33"E
63.16'
* L41 -L50 INTENTIONALLY OELETEED
0 50 100
Scale: 1" = 50'
LINE TABLE
LINE
BEARING
DISTANCE
L51
N05°51'04"E
77.30'
L52
S05°51'04"W
63.72'
L53
N00°23'06"E
38.89'
L541
S00°23'06"W
43.61'
L55
N16°34'11"E
75.02'
L56
S16°34'11"W
72.79'
L57
N04°34'34"W
84.95'
L58
SO4°34'34"E
77.74'
L59
N00°17'28"E
63.07'
L60
S00°17'28"W
58.51'
L61
N14°57'12"W
52.50'
L62
S14°57'12"E
52.51'
L63
N00°17'31"E
102.11'
L64
S00°17'31"W
100.52'
L65
N2 *31' 17"W
62.46'
L66
S18°31'17"E
65.98'
L67
N08°03'05"E
46.14'
L68
S08°03'05"W
56.11'
L69
NO3°50'09"E
109.23'
L70
S03°50'09"W
114.09'
L71
N19°06'18"E
85.18'
L72
S19°06'18"W
86.07'
L73
N05°51'05"E
141.57'
L74
S05°51'05"W
143.46'
L751
N23°21'34"E
86.89'
L76
S23°21'34"W
89.31'
L77
N11°18'30"E
76.23'
L78
S11°18'30"W
68.27'
L79
N05°09'39"E
77.94'
L80
S05°09'39"W
84.75'
L81
N26°39'09"E
64.14'
L82
S26°39'09"W
61.25'
L83
S77°14'39"E
51.51'
L84
N70°08'39"E
61.06'
L85
S58°07'25"W
44.77'
L86
S82°32'22"E
21.16'
L87
S41°38'45"W
30.22'
L88
S48°29'51"W
67.18'
L89
S26°49'03"W
11.50'
L90
S03°08'22"E
45.82'
L91
S58°30'02"E
60.77'
L92
S16°39'38"E
59.88'
L93
SO4°50'08"W
54.68'
L94
S03°44'03"W
36.57'
L95
S11°01'45"W
57.72'
L961
S81°33'11"W
47.33'
L971
S13°20'35"W
57.51'
198
808°46'25"E
33.56'
LINE
BEARING
DISTANCE
L99
N2511'33"E
68.65'
L100
N40°21'03"W
93.55'
L101
NBO°51'40"W
92.36'
L102
S64°26'10"W
93.34'
L103
N7714'39"W
77.44'
L104
N66°31'10"W
51.52'
L105
S66°31'10"E
51.52'
L106
S48°00'24"E
76.15'
L107
N48°00'24"W
78.98'
L108
S42°36'16"E
18.64'
L109
S42°36'16"E
24.30'
L110
N37°12'09"W
35.56'
L111
N37°12'09"W
32.73'
L112
S56°58'18"W
88.63'
L113
N56°58'18"E
88.63'
L114
N50°06'22"E
60.70'
L115
S42°09'39"W
102.41'
L116
S47°50'21"E
20.00'
L117
S47°50'21"E
20.00'
L118
S89°35'34"E
96.27'
L119
S5618'18"E
51.26'
L120
N55°06'05"W
60.40'
TRACT S-4
N79°12'36"W
10.05'
0
m
0
S7= ,.E 336.39,
DETAIL C (SCALE 1" = 50')
94 95
93
DETAIL H (SCALE 1" = 5')
VOLUME/PAGE
a 1
OO N CD
.o
c co
ii N"
cc if
v
Cp
TR
E N G I N E E I N G - L L C
CIVIL ENGINEERSNSURVEYORSNLAND PLANNERS
4706 97th Street NW, Suite 100, Gig Harbor, WA 98335
Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com
DRAWN BY. L Nguyen
CHECKED BY. S Woods
DATE: NOV 23, 2022
JOB NAME: 21-088
sCALE: 1 " = 100'
JOB NO.: 21-0BBB
DETAIL I (NOT TO SCALE)
INDEX DATA
SEC 24 T20N,
R15E, WM
SURVEY FOR:
SKYLINE RIDGE
LLC
405 NW GILMAN
BLVD. STE 102
ISSAQUAH, WA.
98027
KITTITAS COUNTY,
WASHINGTON
SHEET 10
OF 11
F
TRACT AC -8
N86°25'04"E
(RADIAL) _
9\\>e9
000. {'�\
oS•. \ � cru \
133
P yJ0
132
l l qo /
S77.1 9
62oo��W � i
P
5 `PP i
DETAIL B (SCALE 1" =
24
0
co
DETAIL D
19
S4D e
� S6F
ff
(SCALE 1" = 60')
DETAIL A (SCALE 1"
40')
ti
TR
E N G I N E E I N G - L L C
CIVIL ENGINEERSNSURVEYORSNLAND PLANNERS
v /
I /
I
Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com
DRAWN BY: L Nguyen
CHECKED BY: S Woods
I
m ISI
JOB NAME: 21-088
SCALE: NA
JOB NO.: 21-088B
co
C> I
KITTITAS COUNTY,
/
SHEET 11
llll�
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S
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(RADIAL)
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cp
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m
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m
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LO
. v
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0
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Oh
(�O 2
N If7
11 �rN
n m
c �
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8
mm� 1
It
11
P o
It I
JQcr
J
L=8.76'
A= 2'00'22"
R=249.99'
DETAIL D
19
S4D e
� S6F
ff
(SCALE 1" = 60')
DETAIL A (SCALE 1"
40')
ti
TR
E N G I N E E I N G - L L C
CIVIL ENGINEERSNSURVEYORSNLAND PLANNERS
4706 97th Street NW, Suite 100, Gig Harbor, WA 98335
Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com
DRAWN BY: L Nguyen
CHECKED BY: S Woods
DATE: NOV 23, 2022
JOB NAME: 21-088
SCALE: NA
JOB NO.: 21-088B
VOLUME/PAGE
co
rn
In
0
w
io
Cu
Cu
O
O
Z
19
DETAIL E (SCALE 1" = 50')
INDEX DATA
SgJ'1�
m30
SEC 24 T20N,
3p.. m
F�ggOICJ \
SURVEY FOR:
g
SKYLINE RIDGE
L=28.20'
A= 3'06'27"
405 NW GILMAN
R=520.00'
ISSAQUAH, WA.
/
KITTITAS COUNTY,
/
SHEET 11
llll�
OF 11
.10
o/
m
00
8 ~/ f^
v
vJ
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47 o
S
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Jh�
11 Q O
/oe o
►e
I
40 /utiQ
J 11
11
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I
aS82'10'40°EI
(RADIAL)
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I�
Ito CD
cp
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N
,6 I I Cu
m
n N
LO
. v
�� /
0
cy) CU LO
(�O 2
N If7
11 �rN
n m
—' It
N89 '35'34"W 96.27'
24
co
rn
In
0
w
io
Cu
Cu
O
O
Z
19
DETAIL E (SCALE 1" = 50')
INDEX DATA
SEC 24 T20N,
R15E, WM
SURVEY FOR:
SKYLINE RIDGE
LLC
405 NW GILMAN
BLVD. STE 102
ISSAQUAH, WA.
98027
KITTITAS COUNTY,
WASHINGTON
SHEET 11
llll�
OF 11
.10
i