HomeMy WebLinkAboutForest Ridge Ph. 5 12-15-22 Scanned In Final Plat Drawings (2)CONTOUR ENGINEERING LLC
4705 97TH STREET NW, SUITE 100
GIG HARROR, NA 99335
SKYLINE RIDGE LLC
405 NW 8ILMAN BLVD STE 102
I3SAQU4H. WA. 98027
ZONE: RURAL 5
[!'ARCEL AND (MAP NUMBER11
952331
(20-15-24071-0130
SEC 24 T20N,
ME, WM
SURVEY FOR:
902332
(20-15-24071-0131)
LLC
405 NW GILMAN
BLVD. STE 10P
962334
(20-15-24071-0133)
KITTITAS COUNTY,
WASHINGTON
SHEET I
952335
(20-15-24071-0154)
962337
(20-15-24071-0135)
952338
(20-15-24071-0137)
962152
(20-15-24071-0113)
962155
(20-15-24071-0114)
Recording NO,
Filed for record this ______.day of
__.N. in book of Plats at page
Stephen H NonUs' PLS
Manager
PHASE V
CLUSTER PLAT
� T��������l� �� �T�� �� ��� ��'� T�-�� 1 �� l� 7�
^� ���J�l���l� ��� �-���. ���, � YY�. ��l�,, J�l�\�. l�l�- V�^ l�,
CrTTTTT&S COUNTY WASHINGTON
NOTICE: THE APPROVAL OF THIS PLAT IS NOT A
GUARANTEE THAT FUTURE PERMITS WILL BE GRANTED.
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 OECLAHE, SUBDIVIDE AND PLAT AS HEREIN
DESCRIBED.
IN wl|N HAVE SET OUR HANDS THIS _DAY OF ���c������A O�. 2022
NAME
SKYLINE RIDGE, LLC
ACKNOWLEDGEMENTS: ���rNJ���&7� �������7�����T����.
���-�l�� ���������]��1� l�.
STATE OF WASHINGTON )
}SS
COUNTY OF
�
ON THIS OAY OF 20— BEFORE ME,
THE UNOERSIGNEO, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON,
DULY COMMISSIONED AND SNORN, PERSONALLY APPEARED - � ' `' TO ME
PERSONKNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO
BE THE OF SKYLINE RZOGE, 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 CURPORATION,
FOR THE USES THE PURPOSES THEREIN NENTIONEO, 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
OF WASHINGTON, RESIDING IN ta*
MY COMMISSION EXPIRES: tam
PRINT NOTARY NAME
I, STEPHEN H WOODS,REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON,
CERTIFY THAT THIS P4T OF FOREST RIDGE - PHASE V PERFORMANCE BASED CLUSTER PLT,
A PLAT COMMUNITY` IS BASED UPON AN ACTUAL SURVEY OF THE LAND OESRIBEO MER[IN,
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
FURTMERMORE, THIS NAP 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 OELHARE 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 THERE0F,
OR OTHER PHYSICAL NONUMENTS, 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
^ U/25/22
STEPHEN H. WOODS DATE
PROFESSIONAL. LAND SURVEYOR
CERTIFICATE NUMBER 38965
2022 at
at the request of
Superintendent of Records
CIVIL ENGINEERS -SURVEYORS -LAND PLANNERS
4706 97th Street NW, Suite 100, Gig Harbor, WA 98335
Phone: 253-857-5454 Fax: 253-509-0044 info@contoijrpllc.com
DRAWN BY L Nguyen CHECKED Rv S Woods
DATE JOB NAME
NOV 23, 2022 21--OBB
C ALE: NA No21--OBBB
INA1122016 "If 101,1011
KITTITAS COUNTY PUBLIC WORKS
EXAMINED AND APPROVED THIS DAY OF A.D.. 2022
KTTTTTAS COUNTY ENGINEER
COMMUNITY DEVELOPMENT SERVICES
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 KITTITA5 COUNTY
PLANNING COMMISSION.
DATE THIS DAY OF A O . 2022
KTTTTTAS COUNTY PLANNING OFFICIAL
KITTTTAS COUNTY HEALTH DEPARTMENT
I HEREBY CERTIFY THAT THE "FOREST RIDGE - PHASE Y' PERFORMANCE
BASED CLUSTER PLAT HAS BEEN EXAMINED AND CONFORMS WITH THE
CURRENT KITTITA5 COUNTY "'ODE CHAPTER 13
DATE THIS -,i----*"-?DAY _
OF A O . 2022
�./+ ,
KIT J T9_9 C,OUNTY'-H[7AL-TH' 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.
DATF THIS DAY OF _4 O . 2022
KTTTTTAS COUNTY ASSESSOR
KITTITAS COUNTY BOARD OF COMMISSIONERS
EXAMINED AND APPROVED THIS — DAY OF __________ AD . 2022.
BOARD OF COUNTY COMMISSIONERS
KIT|ITAS COUNTY. WASHINGTON
BY:
CHAIRMAN
ATTEST:
CLERK OF THE BOARD
CERTIFICATE OF COUNTY TREASURER
Z 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
DAT[ THIS _DAY OF A.D . 2022
KTTTT7AS COUNTY TREASURER
ORIGINAL- TAX PARCEL NUMBERS: 952331. 952332. 952334. 952335.
952337. 962338, 962152 AND 852153'
OPINDEX DATA:
SEC 24 T20N,
ME, WM
SURVEY FOR:
SKYLINE RIDGE
LLC
405 NW GILMAN
BLVD. STE 10P
ISSAQUAH, WA.
9B027
KITTITAS COUNTY,
WASHINGTON
SHEET I
OF It
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FOUND REBAR W/O CAP, VISITED 10-13-21 AT N1/4 CORNER OF SEC.24,.
T.20N, R.15E, CALCULATED
BY SINGLE PROPORTION -
S89'52'42"E 2643.54' S89'53'02"E 2643.91'(HELD)
17.3 (TO CALCULATED RC "KITZ" 16915) (TO CALCULATED N1/4 CORNER) 13
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VISITED 6-1-21
2 N89'26'21"W 2645.74'(C) 2645.80'(P) 25
SW CORNER OF SEC.24, T.20N, R.15E,
CALCULATED PER RDS 200510270006
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)
NE CORNER OF SEC.24, T.20N, R.15E,
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SE CORNER OF SEC. 24, T20N, R15F
FOUND 2" ALUMINUM CAP„
VISITED 6-1-21
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S89'33' 16"E 2656.80' (M) 2656.69' (P) 25 30
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11/23/22
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 WAG 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.
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.
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.
4PF"N G I N E E R I N C3 - 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@contourplic.com
DRAWN BY L Nguyen CHECKED BY S Woods
DATE: NOV 23, 2022 JOB NAME: 21 --OBB
SCALE: 1 „ = 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,
WASHINGT®N
SHEET 2
OF It
mmmmmmmmmmmmmmmommo
111 � I ' 1� 'I ' q 0 fol
PLAT NOTES
11
ww
ll`'�I'�� IJUITFAL
1) TRACT OS --1 OF THE FOREST RIDGE -PHASE 1 PERFORMANCE BASED
11)
THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD OR
CLUSTER PLAT RECORDED AUGUST 26, 2021, IN BOOK 13 OF PLATS,
ACREAGE 191.39 AC
OTHERWISE.
PAGES 156 THROUGH 162, UNDER AUDITOR S FILE NO. 202108260013,
95
NET OPEN SPACE PROVIDED (4)
RECORDS OF KITTITAS COUNTY, WASHINGTON, TRACT FD -3 OF FOREST
12)
KITTITAS COUNTY WILL NOT ACCEPT PRIVATE ROADS FOR MAINTENANCE AS
RIDGE -PHASE II PERFORMANCE BASED CLUSTER PLAT RECORDED
WATER SUPPLY
PUBLIC STREETS OR ROADS UNTIL SUCH ROADS ARE BROUGHT INTO
NOVEMBER 17, 2021, IN BOOT{ 13 OF PLATS, PAGES 176 THROUGH
LOT YIELD (3)
CONFORMANCE WITH CURRENT COUNTY ROAD STANDARDS. THIS REQUIREMENT
182, UNDER AUDI -TOR S FILE ND. 202111170017, RECORDS OF
INDIVIDUAL SEPTIC
WILL INCLUDE THE HARD SURFACE PAVING OF ANY STREET OR ROAD
KITTITAS COUNTY, WASHINGTON, TRACTS FD -40, FO -4F AND FD -4H OF
ZONING
SURFACED ORIGINALLY WITH GRAVEL.
THE FOREST RIDGE -PHASE III PERFORMANCE BASED PLAT RECORDED
1370 WASHINGTON PIKE STE 403
APN 213034
FEBRUARY 2, 2022, IN BOOK 13 OF PLATS. PAGES 204 THROUGH 212,
13)
PRIVATE ROAD TRACTS, DRAINAGE POND TRACTS, SERVICE TRACTS, ACCESS
UNDER AUDITOR S FILE NO. 202202020021, RECORDS OF KITTITAS
CLE ELUM, WA 98922
ROAD TRACTS AND OPEN SPACE TRACTS ARE HEREBY GRANTED AND CONVEYED
COUNTY, WASHINGTON ARE BEING REPLATTED HEREIN, TO THE EXTENT
KIRKLAND, WA 96033-4906
APN 951147
TO THE HOMEOWNER'S ASSOCIATION UPON THE RECORDING OF THIS PLAT.
THE SAME AFFECT THIS PROPERTY, THE PLAT NOTES, EASEMENTS OR
921 E CHICAGO ST
EXCEPT AS OTHERWISE NOTED HEREIN, SAID HOMEOWNER'S ASSOCIATION IS
OTHERWISE SET FORTH ON THE PHASE I, PHASE II AND PHASE III
APN 952005
HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT OBLIGATIONS
PLATS, ARE SUPERSEDE[' BY THIS PLAT.
5326 156TH ST SE
WITH SAID TRACTS. SHOULD THE HOMEOWNER'S ASSOCIATION FAIL TO
BOTHELL, WA 98012-4727
BOCKENSTEDT, CRAIG R & LYNN D
PROPERLY MAINTAIN SAID TRACTS, THE OWNERS OR THEIR RESPECTIVE
2) THE APPROVAL. OF THIS DIVISION OF LAND INCLUDES NO GUARANTEE
APN 952004
SUCCESSORS OR ASSIGNS, OF ALL LOTS OF THIS PLAT SHALL BE EQUALLY
THAT THERE IS A LEGAL. RIGHT TO WITHDRAW GROUNDWATER WITHIN
6044 51ST AVE NE
RESPONSIBLE FOR MAINTENANCE OF SAID TRACTS.
THE LAND DIVISION. THE APPROVAL OF THIS DIVISION OF LAND
APN 951145
PROVIDES NO GUARANTEE THAT USE OF WATER UNDER THE GROUND
14)
ALL OR CERTAIN LOTS AND TRACTS WITHIN THIS PLAT MAY BE SUBJECTED
WATER EXEMPTION (RCW 90.44.050) FOR THIS PLAT OR ANY PORTION
TO EASEMENTS IN FAVOR OF THE HOMEOWNER'S ASSOCIATION AND/OR
THEREOF WIIi_ BE SUBJECT TO CURTAILMENT BY THE DEPARTMENT OF
INDIVIDUAL LOT OWNERS FOR THE ULTIMATE BENEFIT OF OTHER LOTS
ECOLOGY OR A COURT OF LAW,
WITHIN THIS PLAT FOR THE PURPOSES OF ACCESS AND UTILITIES.
3) DEVELOPMENT INVOLVING DISTURBANCE TO WETLANDS MAY REQUIRE.
15)
METERING IS REQUIRED FOR ALL NEW USES OF DOMESTIC WATER FOR
ADDITIONAL COUNTY REVIEW AND P059TBI-E MITIGATION.
RESIDENTIAL WELL CONNECTIONS AND USAGE MUST BE RECORDED IN A
KCC 17A.04.015 REQUIRES ALL WETLAND IMPACTS TO BE AVOIDED TO
MANNER CONSISTENT WITH KITTITAS COUNTY CODE CHAPTER 13.35.027
THE EXTENT PRACTICAL. ANY UNAVOIDABLE WETLAND IMPACTS SHALL
AND ECOLOGY REGULATIONS..
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
16)
LOTS 83, 84, 85, 86, 87, 88, 89, 91, 94, 96, 99, 101, 103, 111, 112, 113,
(KCC 97A.04.050)
114, 115, 116, 127, 139, 140, 141, 142, 143, 144, 145, 146 AND 147
STORMWATER ARE NOT CAPTURED BY THE STORMWATER POND. THESE LOTS SHALL
4) A 15 -FOOT BUILDING SETBACK IS REQUIRED FROM SEASONAL STREAMS
CONSTRUCT INDIVIDUAL DISPERSION SYSTEMS IN ORDER TO PROVIDE EROSION
STREAM CR05STNGS MAY REQUTRE ADDITIONAL_ PERMITTING FROM STATE
AND SEDIMENT CONTROL, A DETAIL IS PROVIDED IN THE STORMWATER REPORT
AGENCIES.
FOR THIS PROJECT.
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.
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 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.
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.
NOR M-9m1ka
VOLUMFjPAGE
ALL PHASES (I- I
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
ASSESSOR'S PARCEL NUMBER (APN)_
POINT AWARDED
SKYLINE RIDGE LLC
3222 187TH PL SE
OPEN SPACE
42% IN PERPETUITY
BOTHELL, WA 98012-8835
ISSAQUAH, WA 98027-2470
APN 954184
40
ISSAQUAH, WA.
NICKERSON, CHRIS A
HEALTH & SAFETY
CONNECTION TO GROUP A
PO BOX 1267
APN 962333
CLE ELUM, WA 98922-2267
50
APN 22046
APN 962323
APN 9629.54
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 952329
APN 962324
ISSAQUAH, WA.
NICKERSON, CHRIS A
APN 962149
PO BOX 1267
APN 962333
CLE ELUM, WA 98922-2267
APN 962336
APN 22046
APN 962323
APN 9629.54
DAVID C WEBER TRUST
19472 NORMANDY PARK
APN 952047
NORMANDY PARK, WA 98166--4132
WALOBLICK LLC
APN 13515
1370 WASHINGTON PIKE STE 403
APN 213034
BRIDGEVILLE, PA 15017-2885
APN 951146
PEPPIN, LESLIE D
ALPINE MEADOWS LLC
PO BOX 910
CLE ELUM, WA 98922
114 17TH PL
APN 11815
KIRKLAND, WA 96033-4906
APN 951147
KUBEJA, CHRISTOPHER J 6 HALEY A
STATE OF WASHINGTON (DNR)
921 E CHICAGO ST
KENT, WA 98030-6268
C/O CONSERV REC 6 TRANSACTION DIV
APN 952005
PO BOX 47014
OLYMPIA, WA 98504-7014
SHAW, JOSHUA
5326 156TH ST SE
APN 454935
BOTHELL, WA 98012-4727
BOCKENSTEDT, CRAIG R & LYNN D
APN 952003
21820 31ST OR SE
APN 952004
BOTHELL, WA 98021-3503
APN 962311
KAPLAN, DAVID B
6044 51ST AVE NE
SEATTLE, WA 98115-7708
APN 951145
INDEX DATA
SEC 24 T20N,
R15E, WM
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
ISSAQUAH, WA.
CHECKED BY S Woods
DATE: NOV 23, 2022
WASHINGTON
,LOB NAME: 21-088
SCALE: NA
LOB N0. 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 3
OF i1
SB9'53'02"F 2549 q!,
( 13
�4
i
13
�4
TRACT OS -17'
/
o�DDD
M37F."W114IMpla
® = FOUND MONUMENT AS NOTED
O = CALCULATED MONUMENT AS NOTED
• = SET #4 REBAR WITH RED PLASTIC CAP
STAMPED "CONTOUR LS 38965''.
38f = SET STANDARD KITTITAS COUNTY MONUMENT
S89'53'02"E 2643.91
L=124.39' A= 33'56'19"
R=210.00'
0
I_
72.42'
N88'28'20"W
99.74'
N89 '56'26"E 806.61'
N89'56'25"E 1027.18'
SEE SHEET9OF RI
0 100 200
Scale. 1" — 100'
SEE LINE IS CURVE TABLES ON SHEET 10 OF 11I
�N H.
�Q�pF WA y�00
D i O
TRACT AC-- 8
NB6'53'33"E 161.74'
29.28' 63.16
SLOPE 6
DRAINAGE
-- EASEMENT
TRACT
128 AC -10
mss.
SB9'42'32"E 30.00',
v0LUME/PAGE
L=13.69'
A= 3'33'58" —
R=220.00'
69.30' /
7
127
/
DETAIL F (SCALE 1" = 30')
107
N7B' 1160. \
<. 3p
1�0 o pry„ F S�� 4 \\ s�lp
9 g X01
Ar,
S65 SJ
>6 „S
s 3 66
561 - \ NB2 101--
06
1 n 1
DETAIL G (SCALE 1" = 30')
INDEX DATA.
SEC 24 T20N,
R15E, WM
E N G l N
L E R C 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
98027
('NECKED RY S Woods
DATE: NOV 23, 2022
SHEET 4
10 NAME 21-08B
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
I' JI P
AGE -1
IRMO ILI 71,
IL 1110 a
A ON _0 E
ON 0 Wd 04 k) FAIN LIN v a 1W41,111
SB9°53'02"E 2643.91'
0
LID
L=124.39' 33°56'19"
R=2100.00'
L=159.93' A= 33°56'19"
R=790.00 A= 34°35'59" L=477.06'
WETLAND C
TRACT
OS
-17 EXISTING TEMPORARY
i
rj I EAM F (TYPE 5)
j
(CATEGORY 3)
7.17
AC
CONSTRUCTION
CHECKED BY S Woods
R=730.00' p== 34°35'59" L=440.83' E o Sy
L=340
a°
�,
EASEMENT
REC NO 2022 6
200" COMMERCIAL
FOREST SETBACK t
R=270 00 ' <D_ _ _
L31
=311.95' _ _ p= 18°42'44"
L=238.41' Ln
A= 81'14'34" m L=25.57' I I '
cn
mOu
o A= 2°00'25" I W
v I u'
144 I I 145 01
In
LID a 1-20 AC I I 1.41 AC o
CU _
W T-+ LL1
143 0 CD
o w
Z -
W 4 Q o
1.35 AC n U_j I
m cn o r
Q W Q
LU
G wof--LU I o I
z cn .z m
cn - z
WwwLn j
UCr �wfw
nz I
Ia z-'-o
1y�5°36,
40`E p S88'28'20"E 197.27' I T J L72.42' S88-28 20"E 1f
1231 N88°28'20"W 169.95' N39°36'06"E
N88°28'20"W 44.46'
��� ° j 99.71 '9
s 9
?,
�y
�O
9S
O
F-=-1
�E
142
1 - 00 AC
sem,
� D>
48 35'
m
CU
f)
3
CD
nJ
0
m
0
0
m
lo)J is ,
F
m
co
m
Uj 141 m
m
103 AC r
a . w
0
Q
z _
0
z
N89°56'26"F B06.61'
N89'56'26"E 1027.18'
185.00'
LEGEND-
® = FOUND MONUMENT AS NOTED
O = CALCULATED MONUMENT AS NOTED
• = SET #4 REBAR WITH RED PLASTIC CAP
STAMPED "CONTOUR LS 88965".
OS = OPEN SPACE TRACT
AC = ACCESS ROAD TRACT
S = SERVICE TRACT
qS 0{y 16 1118002. -14
HSgE �BDF� T pA�GF dA 8�050�4�1„ SHEETD10 OF 11) N 71.78' �'' OW STORAGE 54'53.,
TFp NB6'53'33"E 4 20' SN
L-30 EASEMENT (TYP')
L=1 3.85 34' f % TRACT AC - 8 l �� HERETN DEDICATED -----
q 13°52'50,: A=930 ?pa 8 11.51 AC N86'53'33"E 470.14'
4. 72.'98 , f
� �S - 337.68' L40/ �o, F4 f
146 2g 24 wa R d-LB*3f3'69
- -
uD
---- 22 1.13 AC A
---- - -� -
- / I
L= 60' / TEWORARY \ n
n, 4= 5 28 ; 83 TRACT Q S -18 c„ 'j,
/ GROUP 9 WELL
22
ac)
0.49 AC CD � A 124
�- w 1 128 1 1.24 AC
Q6� o N "' O C:)
1.42 AC
aro �0
147 N83'16'58 E sv w EXISTING 100' RADIUS N r
116.75 = rn n WELL EASEMENT -3 "' \` SLOPE & DRAINAGE EASEMENT
1.04 AC " wHEREIN DEDICATED
N REC. N0.202109010039 o
76.26' �� rn w LO \ o (SEE DETAIL F ON SHEET 4 OF 11)
til N24 °47' 59"E
).37' 0ti 42.26' / / a'
s / 20' ACCESS
w �8.79\ �- - - s � N89'44'55"W 316.33' �/ / N89 °44'55"W 321.01'
ENSEMENI
TED
HEREINDEDICAi °
� r,,� � `� L=15.74'_._._...
om A= 4°06'03"
N71 °10' 49"E v o,
` `� 12 9
71F-S88'28'20"E 162.29' �a� 0 41.93'
U n
138 -'`�' 1.01 AC
cu w 1.02 AC `r r 126
U) r N
oco
201 w 1.79 AC
14 0 m � f p� N77 °14 ' 391, 30
3 1 `n
1.24 AC w 1 06A C z 0) , 24.40 ' LID
ra
o ;? rn
vLOw
D o i Ln
z N78 20 -5e,,,,3 ' "' 130 15' STREAMCD
134'44' ti 1.47 AC BUFFER LINE ' 15' STREAM 1413g'IW `339.40'
(TYP' )
170.00'126.44' � o ' 1 v �P / / BUFFER LINE
588°28`39"E 529.80`
pr "
ry cHo I ® N77 '14 ' v �� 1LO 125
Lnry l�LwQ 3g::W 343 / h 1.43 AC
91'
137 /
s� 1.01 AC 01`" N /
51
w m � 2® SEME�j DICajEo / / N7�
r" \ WVEIN SS �� /.14'39-,;V
N 438q 85
�'� --TRACT 03m--26
TRACT OS -21
10.72_ AC
13 18
24 ,19
NE CORNER OF SEC.24, T.20N, R.15E:
FOUND REBAR ALUMINUM CAP. VISITED 10-13-21 _
i'
o, /
S89°53'02"E 388.76'
Off Q�•�''� / / / /
-
--C
ss: 117 �� /cli
1.37 AC /
1 N89°46'04"W 232.44'
A iQ] W
I(I
I 11116
I
U:)
' '1.08 AC CD
Irn I
fN irl
I�
I /NB9°46'04"W 228.68'
I v I 15' STREAM
m m BUFFER LINE
coo o I (TYP' )
m
CD I
t�
In
I i 115
` Ln
I o oI 1.1B AC N
rn rn /
fn
I^
I \ N89°37'53"W 228.21'
m OTR
Fib
°" 1.54 AC
rn
1 2.24 AC
�
o
N G i N
E E R I N G -. LC
rj I EAM F (TYPE 5)
j
"6 92°
- rn
DRAWN BY: L Nguyen
I
CHECKED BY S Woods
DATE: NOV 23, 2022
WASHINGTON
a°
�,
- 50' 124
IN
CID n
X
n
® ro STREAM E (TYPE 5)
i 1.73 AC
^ t
I 114
I min
Lo
-
^
1.11 AC
j
I
in ci
i2
0),v m
t*) cu
In 1
J Ln
I
i I ��
136
v I N84 °39'57'"W 227.47.
I
; N77 •
Q
i Q
l 1
CO 1.00 AC 60' I 14'38„ 42
m cn 10 co 1. 14'
Q'7 ti J _j _j
�2 1*
3
m
v I
39
I123 v
°� `�
Q1 'pry 132 J co 1.58 AC q o I 113
U) S89'28'27"E 163.80'
L=350.81' „ 3.16 AC ��`� o / 1.17 AC
a, 4;199 A= 300 '00 ' 00 " S�M�N / h o' h� %
�S 6J R=67.00',Q' �o. ��• /
LID
111v "I 0��� ,_j I � Nll '14 3g W 334 8� , f ° (P`�~ A/77 °0
W N-71
� S,�EE� ��n �h
133 �_ o �2 41
mrn �`
0100 200 s 1.03 Ac �� �� N ,2 //
WETLAND H
v o ) 12 r _ (CATEGORY 3)
L z ( 1.24 AC r o / Lo
I `° _ L \ 112
® " .
i 1 } �0 �'� Lo LD � P"7-
LID
j 1.56 AC
Scale: 1 ®goo 2� J
f
L7T �� �� E I I �
,
HEq ORgl 1 �� 14 ' 3g " s��,
(SFS IN'9E qGF F T� f W X99 11 p •moo N77 °14
SNFFT �I pTgICI C4 �MFNT / 1 `r 6 p 9� 6 \ 3g W 401 g8
MATCH LINE B of I)OA, \ .50 111
1.50 AC � � \1.36 AC
TABLESISEE LINE S CURVE ON 0 OF III
EN H.
�Q of W ASyI41
un
al
v cc
o >
� 9 38965 � a`4
Nq L L Ak0
11/23/22
INDEX DATA:
SEC 24 T20N,
R15E, WM
N G i N
E E R I N G -. LC
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
ISSAQUAH, WA.
CHECKED BY S Woods
DATE: NOV 23, 2022
WASHINGTON
SOB NAME 21 -ORB
SCALE: I" = 100 '
JOB N0, 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
00
rn
v
CO
rn
Ln
m
CO
v==4
0
rT
FOREST RIDGE PHASE V PERFORMANCE BASED CLUSTER PLAT
NR9'96'26"F 806.61
N89'56'26"E 1027.18'
TRACT OS -23
32.53 AC
0 100 200
Scale: I 10"'o
MATCH LINE C
589°35 34'F 1429,12
LEGEND.
FOUND MONUMENT AS NOTED
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
SEES
/ 'o
HEET 5 OF R ��I, 9'94
- ' �',V4 G 10-1
St �IV '9 91 e '4S,' 0�
7
4 Cr
i9e�4 rl
MATCH LINE B Yv > �
LO
c0
C)
NB4 S84'39 -24"E
171..
179.5V
U"
CD
� ! � Irf= ,�,l '� � I � m
rQ
134 so,
OD
1.98 AC
STREAM E (TYPE 5)
4,cv
20,
Cu HERE
15' STREAM
BUFFER LINE
(TYP') A17?
CQ
'06'43,,kl 285.
TRACT OS -26
CU
2.24 AC
3-
Cn 135
C)J
--j 40
1.67 AC 6
Lnzq,3
WETLAND E
(CATEGORY 2)
118
1.42 AC
77 4 39,,E
hP 145.85 L83
cc.) 218.55
.14'39 •,
E 336-39,
m
!'U
TRACT S-4
0.99 AC
m 105
vli� * 1.63 AC
CD ��1%1_4
C) V
m Ln VIA 1��qlvo
I IV
z
U �ql 1
IV66 - 'W,- ','to 14 j9Z 1 �C4 �e6 F/V)
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385
9, e4S,
10 op C
0/v
104
1.18 AC
LL X
titi
ca)
L31 (0
R) C_U
C31 C;
11t CO
rn 103
LO 1.51 AC
CD
Lp
ti
S111 123-45
133. 19, t4el'34
WETLAND K
(CATEGORY 2) --STREAM
E (TYPE 5)
SEE SHEET 7 OF R I
I
E N G IN E E R1 N G -L L C
CIVIL ENGINEERS -SURVEYORS -LAND PLANNERS
4706 97th Street NW, Suite 100, Gig Harbor, WA 98335
Phone: 253-857-5454 Fav 253-509-0044 info@contourpllc.com
DRAWN BY: L Nguyen CHECKED BY. S Woods
DATE. NOV 23, 2022 JOB NAME 21 _08B
I" = 100 JOB NO, 21--08BB
r— 1111.1 so
VOLUME/PAGE
L
N 14
R15E, WM
'1 '3-9"W
LLC
405 NW GILMAN
299. �71
ISSAQUAH, WA.
44
401.
KITTITAS COUNTY,
WASHINGTON
121
OF It
98
1.50 AC
I 36TAC
CP
0)
CD
N
N77 .14'3 3 9,,
.143-9,,W
291.
,58 35,
9,
94
6,30
5a
ru
120
(0
110
1.56 AC
z)
1.35 AC
SNOW sr I'll, lDl-
TN OFDj FA,�,-MrAf
__j Pli
0jCD,
4 rc1 (Typj
N77 14'39,,pV
414'39
359.09,
331. 37,
11
v Cv
STREAM F (TYPE 5)
U
15 STREAM
_j
119
L=20.35 tog
BUFFER LINE
(TYP')
1,49 AC
A= 1'01'54"
1.47 AC
Q)
ti Cu
N7;7.14 '394 401
9 "w 32
89
73-7--
_j
108 J
C\j
m
'T
L=26.78' 152 AC
A= 9 *01'35" .
m,
cr)
Lo
m
--j
M
CU
N77°14'39„
N 366
(Aj
60'
94
CDC)
SLOPE & DRAINAG-
rEASEMENT
L12
HEREIN
107 DEDICATED
13
(SEE DETAIL G ON
1.16 AC SHEET 4 OF 11)
SLOPE & DRAINAGE\
EASEMENT HEREIN
DEDICATED
(SEE DETAIL G ON
SHEET 4 OF 11)
4,1,
//0111
O
Or
4 j
102
1,3 eq
1,05 AC
106
4_3
1. 7 0 A C
o,
L203
10
AC .2C?
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z-6
50 rn
to CY),
Ln
TRACT S-3
-1 <::�,
. SNo �o
0.99 AC
EASE
o &tj
,U
S87 '24'56"W 310-61'
04
L101
Lr)
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too
1.08 AC 60,
C)
CO
co
'23-29"W 3 1B.39
SB6 Cu m
C),
99
1.47 AC • i�
Ln Lo LO
SET STANDARD KITTITAS COUNTY MONUMENT AT U
-
19
Ll 8 24
ca
E1/4 CORNER
OF SEC.24, T.20N, R.15E, C--)
CALCULATED BY SINGLE PROPORTION i LO
__j
SEE INE & CURVE TABLES ON SHEET 10 OF :1:1]
tA H.
W As
A,
co 0)
38965 %
61 s 10,
L L MO
11/25/22
r 1NDFX 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 It
FIZ
VOTA ME/PAGE
FORE�54' 9 Out PHASE V — PERFORMANCE BASED CLUSTER PLAT
EE SHEET 6 OF R R i L_ I __
co '29"W 31B,39
C)
_7777_7_ 4 m . S '23 U-) Ln
MATCH LINE C 1429,12 _1_11
S89 -14'F 1%
C%j
99 COU TY
SET STANDARD KITTTTAS COUNTY MONUMEFENT AT 1 19
'-WETLAND K
S89'35'34"E 1123.97' 1�47 AC LO—
(CATEGORY 2) STREAM E (TYPE 5) <<1 C, E1/4 CORNER OF SEC.24, T.20N, R.15E, 1118 24
C>
WETLAND i 1_7 7/ CALCULATED BY SINGLE PROPORTION LI)
(CATEGORY 2) 60.
�D
Sal .50 J 98
XX 08"E 1.27 AC Cl)
STREAM B STREAM F (TYPE 5) 132. 78 186.33, L�,Cy)
(TYPE 5) f,) C31
53.55,
co
C�;
15' STREAM L86
BUFFER LINE
(TYP) SB6'23'29"W 357�62'
F
cli rn m Q3 97
Q>
co LO 1.31 AC
96
?z 1.37 AC
fl, lu
STREAM G
L0
CD
15' STREAM S86 '23'29"W 313.73'
BUFFER LINE
(TYPE 5) (TYPI
% / // I / /I ��ti N77 gv
87
`t'95 1.63 AC
/ j/ I / %/// 14'39"W 1.22 AC
P-OO,76'
C�' L=12.14'
15' STREAM
A= 1*05'05"
BUFFER LINE Cb SEE DETAIL H V' 2
(TYPI ON SHEET 10 OF 11 I,L C102
,/ / / / .og �`V S86 °23 29"W 311.47' i N89')3'15"
94 112.71'
co
(0
cc Cm
U-) Ln
CU 1.53 AC C-3 C\j
STREAM G
W.- r�*
(TYPE 5) 93 41,
L -f-, ril 1-11 AC co m
5�
L0
r
m
86
Ln.
UD '35, �D S-4 1.06 AC
/1, u Ln
06" U-) CU
TRAaT5®5-25 (Z)
186 03' C)
AC 14D Cf)
CD
C)
ril
C1 r10 P-0 4cc, -i
'SS EASE
�j
cAfE 7 1")
HERE -IV r —
1N DEDIC4 r, 408,,jV
tED
92
336 9g
_j 1. 50 AC
15' STREAM 20,
C)i
BUFFER LINE 91 'YEREIN NOW SrOPAGE CU CC)
Cu EA SF
(TYPI WETLAND F AfE�V FOICA TE Cn 85
(CATEGORY 3) 1.48 AC A(7�' '35, ('TYP,) D
1.06 AC aD
6"W
317. 4r)' ni
X,
CT)
_j 3.98'
v�'9 A177 -54'oe 275
S77. '39 6 .86,
4'39,,E 21.98'
LO LO
CD . 01 3.63, 1A 90
CD 1.17 AC 60,
LO
1
'10 WETLAND I40k
'0� 84
r- (CATEGORY 3) WEILAND G
(CATEGORY 2)
1.24 AC
CIP
C)
IV6, 2.32 AC C98
') 89
IV66
16, 30 51j
—2.59'
S84 '16 '35T 148,18
Cf)
C70-
coEXISTING CONSTRUCTIONO&
TEMPRARY
TRACT OS -19 ^;
83
4, 36 ACACCESS EASEMENT
HE. NO.202211180024 1.64 AC
TRACTS -2
(SEE DETAIL I ON
4j, 7Ds CU 0.60 AC SHEET 10 OF 11)
88
CU a-)
1.05 AC
789.23' 1 73, 17
S89'34 25"E 2653.56
LEGEND-
S = FOUND MONUMENT AS NOTED
(D = CALCU[__ATED MONUMENT AS NOTED
0 = SET #4 RFBAR WITH RED PLASTIC CAP
STAMPED "CONTOUR LS 38965".
OS = OPEN SPACE TRACT
AC = ACCESS ROAD TRACT
S = SERVICE TRACT
604.23'
0 100 200
Scale: 100,
ISEE LINE & CURVE TABLES ON SHEET 10 OF 1�1
..............
H.
o,
L5)
Cn
184.56' 129.92' 65.50' U 384.60' 248.82;
h'7
EN G I N EE R IN 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@contOLIrpllc.com
DRAWN BY: L Nguyen CHECKED RYS Woods
DATE: NOV 23, 2022 JOB NAME: 21 -088
SCALE: 1 = 100 JOB NO_ 21-08B
r_INDEX DATA:
SEC 24 T20N,
R15E, WM
SURVEY FOR:
SKYLINE RIDGE
LLC
405 NW GILMAN
BLVD. STE 102
ISSAQUAH, WA.
98027
KITTITAS COUNTY,
WASHINGTON
mommm —SHEET 7
OF It
i�fi�eii
ai�zH�iM
i i ■►ii, q� 1 44 1 1 & AW_ D� I 'aA IN ffWAVI
1 /
1
v 1 /
/
— — S89*59'56"E 480.90'
113.48 207.49'
i
0
149
0.86 AC 148 .w
~ y 0.77 AC n
o N
40'
NCC, EASEMENT sT}
cs 01ILIj DICRIED G
�Ic�p HEREIN DE _ ``�� A
80
ro ® �3' o�
% ` J rn
a
cn
151
9 C4,? �v° ° 0.98 AC
\ C38 act , 150
a 0.73 AC
153
C43 a 4
0.71 AC g2.52` 143.85'
C gl'56"E 266,33,
S86°14'48"E _��- No 'N7?' SS
314.34' - YE T
cQu ��v
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152.13' 162.21' \ --HEREIN
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LEGEND:
® = FOUND MONUMENT AS NOTED
O = CALCULATED MONUMENT AS NOTED
® = SET #4 REBAR WITH RED PLASTIC CAP
STAMPFD "CONTOUR LS 38965".
OS == OPEN SPACE TRACT
AC = ACCFCS RnAA`` TRACT
S = SERVICE ': RA ,T
61
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75.09' 1 197.43"
S89°31'43"E 517.35'
0 100 200
158
1.52 AC
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S89'75 -34"E 322.55' \ \ ---- MATCH LINE C S89'35'34"E 1429.12"
S89'35'34"E 627,76'''\ \ S89°35'34"E 1123.97'
\ WETLAND J
(CATEGORY 2)
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C81
IV66 ° I
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\ (CATEGORY 3) f
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
DRAM BY L Nguyen CHECKED BY, S Woods
DATE: NOV 23, 2022 •10P NAME 21-088
SCALE: I" = 100 ' JOB pro 21- 0 8 8 B
P-1?4cr I
I
2.55 q 4c,_
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789.23'
6
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4 105
L 104 js
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v 73.17'
S89°34'25"E 2653.56'
1NDEk; DATA:
SEC 24 T20N,
R15E, WM
SURVEY FOR:
SKYLINE RIDGE
LLC
405 NW GILMAN
BLVD. STE 102
ISSAQUAH, WA.
98027
KITTITAS COUNTY,
WASHINGTON
%low-mmommm SHEET 8
OF 11 oaf
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�
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STAMPED "CONTOUR LS 38955^
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4C = ACCFSS ROAD TRACT
SERVICE TRACT
m!
SEC 24 T20N,
R15E, Wm
�URVEY FOR:
CIVIL ENGINEERS-SURVEYO RS -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
CHF('KFD BY: S Woods
DATE: NOV 23, 2022
WASHINGTON
JOB NAME: 21-OBB
OF 11
m!
SEC 24 T20N,
R15E, Wm
�URVEY FOR:
SKY' - INE RIDGE
LLC
405 NW GILMAN
BLVD. STE 102
KITTITAS COUNTY,
WASHINGTON
SHEET 9
OF 11
(CURVE
s Cl
ARC
10.72 s
DELTA
87'44'13"
+ RADIUS
7 00'
C2
.53.40
097'
l 4fi 21"
530 0010
C3
-
C4_47.35'___'___5'46
10.73
C52
8i 50'14
21"
7.00',
470
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C5
111.29
21
37 30 36"
1 1 Z
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00, !
---
00
C6
150.57 37 3036'
- C7
329.08
C54
C55
41 37 04
380
00
C8
277.I2'
---
49 '3704"
--- _
320
OC
C_9
_ C10
1�6.41
181.04
309-99
211'36 34
_211'36'34"
420
480
00
00'
C11
7.33
60 'O0 00
1700,
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1
Cit
7.33
--
60 _00'00"
7.00'
641.59
C13
358.47
174,91:
93'21-32',220.00'
17.03'
14°1 03"
_C1_4
456.2_4'
C60
93'21 32"'
280.00'
L26
C15
209.9_0'
00'
_
32'30'12"
370.00'
L28
016
243.94'
330.00'
32'30'12"
430.00'
92.75'
C17
292.17'
29'21'32"
92'59'57"
180.00'
C63
CIB
C19
2
-
194.7_8'
66.91'
156.13'
L33
92'59'57"
85.11'42"
fly ��'41"
120.00'
45.00'
105.00'
L34
T-021
71.32
t
-
36"
1,480
1420
73'
73'
_
C22
317.64 1 12.48 36"
C23
C24
152.99
161.5_7
99.70'
8 11'37"
8'11'37"
1.069.78
1129.78'
89.03'
C25
121.58'
31.06'
30'17'11"
230.00.1
119.00
C26
15.87'
55.98'
90'54'42"
10
00
C27
13.02'
C68
74'34'44"
10
00 1
C28
180.18'
N26'39'09"E
1129'02 50"
80.0)
L82
C29
90.09'
119
129'02 50"
40.00'1
7.49'
C30
57
52
82'23'32'
40.00'
C31
115,04'
44.77'
82'23 32-�-
80.00'
270.00'
C32
31.54
69.75'
7'51'23.
230
00';
C33
L'33
317,02"
C73
23"
-
270.00
S26'49'03"W
C34
166.56'.41
L90
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230
00 i
C35
256.02
90.00'
86'17 20"
170,00
107.59'
C36
387.53'
_05"
41'05434'
82'14'09'•
270.00'
C76
C37
44.71
36.57'
5'20'13"
480.00'
S11'01'45"W
C38
BIAS'
L96
53'07'08"
66.00'
150
C39
70.23
70.20
60'58'13"
66_.00'
29"06'21"
C_40
8.76
C79
50'12 06"
10.00'
C41
27.59'
10'11'54"
1.55.00'
_C42
12.60
150.00
72'12'50"
10.00'
89.10'
C43
5
10
3'04 32"
95.00'
C82
C44
42,22
36'38 56"
66-00-
L
2B_02
L
24'19 17"
66.00'
150.00'
* C46-050 INTENTIONALLY DELETEED
CURVE ARC_
ARC
DELTA_-�
RADIUS
C51
473.65'
097'
48 61
82'14'09'
330
00 j
C52
145.92'
-
9.71
- -
2-32 26" 219.00'
30 *56'26'-
2_70
21
C53
113.52'
86'11'13" 130.00'
C102
0103
30'56 26"-
210.21
C104
C54
C55
220.-46--'-
277.41
x105
88 90'
54 _'22-43"
54'2243'_
232.29
292
29
C56
224.14
- ------
15.29'
-
3"48'33" 230.00'
41'25 39",
309-99
i
057
180_76
17 "4127" 210.21'
C110'
41"25 a9
249_._99
-t
1
- C581
159.95
C112
154,81
14 "!'03"
641.59
"
C591
174,91:
S24'04'28 W
17.03'
14°1 03"
701.59'
7.8_8'
C60
114.85
110.72'
L26
24'22_'_23"____27_0_,
------
91.91'
00'
C61
215.61
L28
S07'28'05"F
37'26'04"
330.00'
N19"06 '-'E
C62
92.75'
S19'06 12"W
126.69'
29'21'32"
181-00'
58.94'
C63
14.80
46.07'
L33
3 '52 15
219.00
L34
C64
71.32
t
N29'52 44"E
12'4837"
319.00'
S29'52 44'W
C65
24.42
N31 '05-'-3-7"E
99.70'
5'26'03"
?57,50'
89.03'
C66
53.61'
31.06'
40
25'48 37"
119.00
;
C67
55.98'
68.27'
24 "29 05"
131.0_0'
77.94'
C68
72.30
505'09'39"W'
84.75'
"2'33 08'1
330.00'
N26'39'09"E
C69
_
46.12
L82
S26'39'09"W
22'12 12'+
119
00
C70
7.49'
L84
3_°36'25_-!
--8'49'38'
119.00'
C71
--C72
41.60'
44.77'
L86
270.00'
21.16'
69.75'
S41'38'45"W
30.22'
49'57 18"
80.00_
S48'29'51"W
C73
45.29
L89
S26'49'03"W
32'26'14"
80.00'
L90
C74
31.94'
-20_'20
S58'30'02"E
90.00'
C75
107.59'
59.88'
_05"
41'05434'
150.00'
54.58'
C76
29.08'
S03'44'03 W
36.57'
1 8_'30 47"
9000'
S11'01'45"W
C77
48.47
L96
581'33'11"W
18'30'47'
150
00'1
C78
70.20
L98
29"06'21"
150.00'
C79
45.72
29'06 21"!
90.00'
C80
148.49
56'43 t2"!
150.00
C81
89.10'
56'43 12"
71'40
90.00'
C82
112.58
03"
90.00'
C83
18.7.63
71'40 03'
150.00'
0
17 "13 36'
155.00'
085
_4
-------
---�_-_---�
17'13'36"i
C86
_28.56
16_'56 46
_95.00'
155.00'
C87
_45.84
0.76
0'16;49'2
155.00'
C88
--
162.85
62'12 20"'
150
00'
C89
-24.77
9 '27 43 "
150.00'
C90
55.50
4 '31 56
701
59-�
C91j
119
41
+
9'45'07`;
70"
59'+
CURVET
ARC
DELTA RADIUS
L3
L-4
__L5
S02'47 04 W
S02 4 04 W
16"W_34.79'
29.95'
29.95'
097'
48 61
13 14'59" 21.0.21'
I 098
5.0
l'19'49" 219.00'
_
C99
-
9.71
- -
2-32 26" 219.00'
L C100
204.96
90 '2027" 130.00'
C101�
195.55'
86'11'13" 130.00'
C102
0103
9.42'
87 16'
4'09 14" 130.00'
18_'P8'57" 270_.21'
C104
58.75'
12'27 29' 270.21'
x105
88 90'
18'5_1'57" 270.00'
0106
'98.62'
63'22 12" 270.00'
---
C107
- ------
15.29'
-
3"48'33" 230.00'
C108�
16.25
4'02 49" 230.00'
C10! __
64 91
17 "4127" 210.21'
C110'
.100,65'
69"33'45" 330.00'
C111
72.99'!
12'40'24" 330.00'
C112
154,81
110-52'23" _80.00'
C113
25 38�
96 1U 27" BO.00'
LINE
L1
12
BEARING
N00 56'4' W
S00'5641 E
DISTANCE
2.05'
2.05'
L3
L-4
__L5
S02'47 04 W
S02 4 04 W
16"W_34.79'
29.95'
29.95'
L6
__N48'05
S48 05'16 E
505'51'04"W
L7
N3" 18 1 .E
_34.79'
30.31'
L8
18'17 W30.31'
93.34'
L9
__S34
09 39'WI
43.61'
1.10
_542
N42'09 39'E
48.51'
111
N4_7 550'21"W
40.00'
L12
N80'57'34"E
105.06'
L13
580 "57 ' 34 W
'
_
L 14
N65 "57' 16`W
_113.67
73.86'
115
965'57 IB'E
73.86'
L16
-N66 18 29 E
42.64'
L17
S50'00 -38'W
57.61'
J18
S62'49 14"W
13.46'
L19
S62'26 14'W
63.53'
L20
-L21
--s-57:23' 11"W
37'36"E
-57_61
75
L22
_N36
S24 04'28 W
43.31'
L23
S24'04'28 W
17.03'
L24
N34'33 29"T7
7.8_8'
L25
N00'17'28"E
110.72'
L26
--------
500'17'28"W
------
91.91'
X27
N07'_28'05"W
46.92'
L28
S07'28'05"F
55.33'
L_29
N19"06 '-'E
130.19'
L30
S19'06 12"W
126.69'
L31
N14'57'11"W
58.94'
L32
S14'57'11"E
46.07'
L33
N_09_'22'32"W
113.20'
L34
S09 22 32 E
133.46'
L35
N29'52 44"E
130.63'
36
S29'52 44'W
148.99'
L37
N31 '05-'-3-7"E
99.70'
L38
S31 05 37"W
89.03'
L39
N34'33'29'E
31.06'
40
N86'53'33 E
_
63_16'
* L41 -L50 INTENTIONALLY DELETEED
0 50 100
Scce%x le: 50
LINE
BEARING
DISTANCE
L51
N05'51'04"E
77.30'
LlOO
L-52
505'51'04"W
63.72'
N80'51'40'°W
1.53
NOO'23'06"E
38.69'
93.34'
L54
S00'23'06"W
43.61'
L104
L55
N16'34'11"E
75.02'
S66'31 10"E
L56
S16'34'11"W
72.79'
76.15'
L57
N04'34'34"W
84.95'
L10B
L58
SO4'34'34"E
77.74'
S42'36'16"E
L59
N00'17'28"E
63.07'
35.56'
L60
S00'17'28"W
58.51'
L112
L61
N14'57'12"W
52.50'
N56'58'18"E
L62
S14'57'12"E
52.51'
60.70'
L63
N00'17'31"E
102.11'
L116
L64
S00'17'31"W
100.52'
S47'50'21"E
L65
N18'31'17"W
62.46'
L66
S18'31'17"E
65.98'
L67
NOB'03'05"E
46.14'
60.40'
L58
508'03'05"W
56.11'
L69
NO3'50'09"E
109.23'
L70
503'50'09"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'
L75
N23'21°34"E
86.89'
L76
S23'21'34"W
89.31'
L771
N11'18'30"E
76.23'
L78
S11"18'30"W
68.27'
L79
N05'09'39"E
77.94'
L80
505'09'39"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
54.58'
L94
S03'44'03 W
36.57'
L95
S11'01'45"W
57.72'
L96
581'33'11"W
47.33'
L97
S13'20'35"W
57.51'
L98
SOB"46'25"E
33.56'
LINE I
BEARING
DISTANCE
L99
N25'11'33"E
68.65'
LlOO
N40'21'03°'W
93.55'
L101
N80'51'40'°W
92.36'
L102
S64'26'10"W
93.34'
L103
N77'14'39"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
L10B
S42'36'16"E
_78.98'
18.64'
L109
S42'36'16"E
24.30'
MO
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
S56'18'18"E
51.26'
L 20
N55'06'05"W
60.40'
V01,UMF/PAGE
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11/23/22
EN G E N EE R I N Cj-LLQ
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 N0 21-OBBB
in -
00
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co
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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
ITTITAS COUNTY,
WASHINGT®N
SHEET 10
0E 11
`\.\TRA.CT AC --8
N86°25'04""t
(RADIAL) —
9,6>19: 96 • _
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4706 97th Street NW, Suite 100, Gig Harbor. WA 98335
Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com
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DATE:NOV 23, 2022 JOB NAMF. 2 1– 0 B 8
SCALE: NA JOB NO 21-0888
VOLUMI,;/PAGE
INDEX DATA.
SEC 24 T20N, ME, WM
SURVEY FOR-
SKYLINE RIDGE LLC
405 NW GILMAN BLVD. STE 102
ISSAQUAH, WA. 98027
KITTITAS COUNTY, WASHINGTON
SHEET 11 OF, 11
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DETAIL E (SCALE 1"
= 50')
INDEX DATA.
SEC 24 T20N, ME, WM
SURVEY FOR-
SKYLINE RIDGE LLC
405 NW GILMAN BLVD. STE 102
ISSAQUAH, WA. 98027
KITTITAS COUNTY, WASHINGTON
SHEET 11 OF, 11