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CI TY OF REN TON
SHORT PLAT
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ENTON, WASHINGTO1
OWNER'S DECLARATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNERS
OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, DO HEREBY MAKE A
SHORT SUBDIVISION THEREOF DECLARE THIS MAP TO BE THE GRAPHIC
REPRESENTATION OF THE SAME, AND THAT THE SHORT SUBDIVISION IS MADE
WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
OWNERS.
IN RWFJ WE SET OUR HANDS AND SEALS. zjAviabow
.
DA R. WA ON
DEPUTY EXECUTIVE DIRECTOR
KING COUNTY HOUSING AUTHORITY, A PUBLIC CORPORATION
ACKNOWLEDGMENT
STATE OF WASHINGTON )
COUNTY OF KING )
ON THI "-DAY 04 _, 20_ PERSONALLY
APPEARED TO ME KNOWN TO BE THE DEPUTY DIRECTOR OF THE CORPORATION
THAT EXECUTED FOREGOING INSTRUMENT, AND ACKNOWLEDGED THE SAID
INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID
CORPORATION, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND AN
AN OATH STATED THAT HE/SHE WAS DULY AUTHORIZED TO EXECUTE THE
SAID INSTRUMENT AND THAT THE SEAL AFFIXED IS THE CORPORATE SEAL OF
SAID CORPORATION.
DANIEL R. WATSON
DEPUTY EXECUTIVE DIRECTOR
q�s -
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t
NOTARY PUBLIC IN T E STATE OF W GTON
NOTARY (PRINT) it _AmFTVffl
MY APPOINTMENT EXk
DATE -_-_
CITY OF RENTON DEPARTMENT OF PUBLIC WORKS
EXAMINED AND APPROVED THIS -g DAY OFF -_, 20
e
i--8f - v
ADMINISTRATOR _. v
SITE NOTES:
BASIS OF BEARING:
NAD 83 (1991), WASHINGTON NORTH ZONE
COORDINATES.
HORIZONTAL DATUM:
HELD WASHINGTON COUNCIL OF COUNTY
SURVEYORS HORIZONTAL POINTS DESCRIBED
BELOW:
PT ID 2883 (ALSO KNOWN AS CITY OF RENTON
CONTROL REF: 1866): FOUND 1.5" BRASS DISK
WITH A SCRIBED X, DOWN .6' 1N MON CASE AT
THE CENTER OF INTERSECTION OF 108TH AVE SE
AND SE 176TH ST.
PT ID 2882 (ALSO KNOWN AS CITY OF RENTON
CONTROL REF: 2110): FOUND NAIL IN 3"X3"
CONCRETE, DOWN .5' IN MON CASE AT THE
CENTER OF THE INTERSECTION OF SE 176TH ST
AND 116TH AVE SE.
ALL GRID COORDINATES WERE SCALED TO
GROUND USING A COMBINED SCALE FACTOR OF
.9999968444, ALL DISTANCES AND ANGLES ARE
GROUND,
DATE OF SURVEY
SEPTEMBER 13 - 25, 2007
SURVEY EQUIPMENT:
CONVENTIONAL SURVEY EQUIPMENT WAS USED IN
THE PERFORMANCE OF THIS SURVEY. ALL
EQUIPMENT IS MAINTAINED IN CONFORMANCE WITH
CURRENT STATE STATUTE.
SURVEY PROCEDURES:
FIELD TRAVERSE METHOD MEETS OR EXCEEDS
MINIMUM REQUIREMENTS IN ACCORDANCE WITH
WAC 332-130-090.
TITLE REPORT:
THIS SURVEY WAS DONE WITH THE BENEFIT OF
THE SHORT PLAT CERTIFICATE ORDER NO.
1244379 ISSUED BY CHICAGO TITLE INSURANCE
COMPANY ON JUNE 15, 2009.
ADDRESSES:
LOT 1: 18100 107TH PLACE SE
LOT 2: 17901 105TH PLACE SE
SURVEY NOTE:
THIS SURVEY WAS MADE TO CREATE LOTS 1 AND
2 BASED ON THE LOCATIONS OF EXISTING
IMPROVEMENTS. THE EXTERIOR PROPERTY
BOUNDARIES WERE NOT SURVEYED AND NO NEW
EXTERIOR CORNERS WILL BE SET. THE TRACT
BOUNDARIES WITHIN LOTS 1 AND 2 ARE NOT
MONUMENTED AT THIS TIME,
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS SSA DAY 000, , 20-1-0-
AS ESSOR ,--------
�/
/ -- /--------------
DEPUTY ASSESSOR
ACCOUNT NUMBER a2 12- - D 2_0_--
LEGAL DESCRIPTION
VOL./PAGE
'? �?-/l
-
NORTHEAST PORTION OF
WEST 1 2, S. 32 T. 23 N., R. 05 E., W.M.
THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 23
NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON;
EXCEPT THAT PORTION OF THE EAST 430 FEET OF THE SOUTHEAST QUARTER OF SAID
SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, LYING NORTHERLY OF THE SOUTH
210 FEET THEREOF; AND
EXCEPT THAT PORTION THEREOF LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE;
COMMENCING AT THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE
SOUTH 89'26'37" WEST 40,02 FEET TO THE WESTERLY MARGIN OF STATE ROUTE 515;
THENCE NORTH 01'26'10" EAST ALONG SAID WESTERLY MARGIN 210.13 FEET TO THE
SOUTH LINE OF THE NORTH 269.41 FEET OF THE SOUTH 479.41 FEET OF SAID
NORTHWEST QUARTER, BEING THE TRUE POINT OF BEGINNING OF SAID DESCRIBED LINE;
THENCE SOUTH 89'44'31' WEST 93.88 FEET; THENCE SOUTH 65'51'56" WEST 51.22 FEET;
THENCE SOUTH 89'26'37" WEST 80 FEET; THENCE SOUTH 4938'17" WEST 54.67 FEET;.
THENCE SOUTH 26'50'38" WEST 56.39 FEET;
THENCE SOUTH 89'26'37" WEST 20 FEET;
THENCE SOUTH 01'26'10" WEST 105 FEET TO THE SOUTH LINE OF SAID NORTHWEST
QUARTER AND THE TERMINUS OF SAID LINE; AND
EXCEPT THE SOUTH 15 FEET OF THE EAST 430 FEET OF THE NORTHEAST QUARTER OF
SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; AND
EXCEPT THAT PORTION THEREOF LYING WITHIN 108TH AVE S.E.;
TOGETHER WITH THAT PORTION OF THE SOUTH 400 FEET OF THE NORTHEAST QUARTER
OF THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST,
WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING WESTERLY OF 105TH PLACE
S.E.; EXCEPT THE NORTH 37 FEET OF THE WEST 380 FEET OF THE EAST 395 FEET
THEREOF; AND
TOGETHER WITH THE NORTH 673.90 FEET OF THE SOUTH 1,010.85 FEET OF THE EAST 85
FEET OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 32,
TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY,
WASHINGTON;
EXCEPT THAT PORTION THEREOF LYING WITHIN CARR ROAD; AND
TOGETHER WITH THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST
QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN,
IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE
SOUTH 89'26'37' WEST 40.02 FEET TO THE WESTERLY MARGIN OF STATE ROUTE 515;
THENCE NORTH 01'26'10" EAST ALONG SAID WESTERLY MARGIN 210.13 FEET TO THE
SOUTH LINE OF THE NORTH 269.41 FEET OF THE SOUTH 479.41 FEET OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 32; THENCE
SOUTH 89'44'31" WEST 93.88 FEET; THENCE SOUTH 65'51'56" WEST 51.22 FEET; THENCE
SOUTH 89'26'37" WEST 80 FEET; THENCE SOUTH 49°38'17" WEST 54.67 FEET, THENCE
SOUTH 26'50'38" WEST 56.39 FEET;
THENCE SOUTH 89'26'37" WEST 20 FEET;
THENCE SOUTH 01'26'10" WEST 105 FEET TO THE SOUTH LINE OF SAID NORTHWEST
QUARTER; THENCE SOUTH 89`26'37" WEST, ALONG SAID SOUTH LINE, 792.19 FEET TO
THE TRUE POINT OF BEGINNING; THENCE SOUTH 01'20'07" WEST 176.50 FEET; THENCE
SOUTH 89'26'35" WEST 176.50 FEET TO THE EAST LINE OF THE WEST ONE FOOT OF THE
NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 32; THENCE
NORTH 01'20'07" EAST TO THE NORTH LINE OF SAID NORTHEAST QUARTER OF THE
SOUTHWEST QUARTER; THENCE EASTERLY ALONG SAID NORTH LINE TO THE TRUE POINT
OF BEGINNING.
(ALSO KNOWN AS LOT A OF UNRECORDED KING COUNTY BOUNDARY LINE ADJUSTMENT
NUMBER S921-0098)
Illymmom
1111111011
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NOTE:
ALSO SUBJECT TO THE FOLLOWING EASEMENTS AS
FILED IN KING COUNTY, WASHINGTON-
1. RECORDING NUMBER: 2572153 (A PARTIAL
RELEASE OF SAID EASEMENT AS TO A PORTION OF
OTHER PROPERTY WAS RECORDED JUNE 30, 1959
UNDER RECORDING NUMBER 5050185)
2. RECORDING NUMBER 2964034
3. RECORDING NUMBER: 3728991
4. RECORDING NUMBER: 3912209
5. RECORDING NUMBER: 4161927
6. RECORDING NUMBER: 5876176
7. RECORDING NUMBER: 7104140215
8. RECORDING NUMBER: 7305150405
9. RECORDING NUMBER: 8205190702
10. RECORDING NUMBER: 8209270493
11. RECORDING NUMBER: 8209270494
12. RECORDING NUMBER: 8409070698
13. RECORDING NUMBER: 8503220667
14. RECORDING NUMBER: 9103080654
15. RECORDING NUMBER: 9103080655
16. RECORDING NUMBER: 9103080657
17. RECORDING NUMBER: 9103221062
18. RECORDING NUMBER: 9107091017
19. UNRECORDED KING COUNTY BOUNDARY LINE
ADJUSTMENT NO. S 921-0098, AS DISCLOSED BY
THE KING COUNTY TAX ASSESSOR'S ROLL,
SEE ADDITIONAL NOTES ON PAGE 3.
REFERENCES:
SUBDIVISION GEOMETRY AS SHOWN IN R1 WAS
HELD FOR ESTABLISHING THIS SURVEY.
(R1) RECORD OF SURVEY FILED UNDER
RECORDING NUMBER 20040421900003
(R2) BOUNDARY LINE ADJUSTMENT NO.
L07LOO40 FILED UNDER RECORDING NUMBER
20070822900006
(P1) PLAT OF VISTA HILLS FILED IN VOLUME 67
OF PLATS, PAGE 99
(P2) PLAT OF VISTA RIDGE FILED IN VOLUME
159 OF PLATS, PAGE 32
(BLA) UNRECORDED KING COUNTY BOUNDARY
LINE ADJUSTMENT NO. S 921-0098, AS DISCLOSED
BY THE KING COUNTY TAX ASSESSOR'S ROLL
(BLA1) LOT LINE ADJUSTMENT NO. LLA-014-088
FILED UNDER RECORDING NUMBER 8904079001
' LAND SURVEYORS CERTIFICATE
� I .......,. l I.� THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY-�''F VANTAGE GLEN
MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE rya �i
2@1@@1119@@@@fi WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND PACIFIC PARK o SHORT PLAT
CITY OF RENTON SPM 140 00 """°AT COUNTY STATUTE AND ORDINANCE I:...;_....... 2009_ 1412 - 112TH AVENUE NE, STE 102
PAGE003
1/20 OF 4:5 BELLEVUE, WASHINGTON 98004 DWN. BY DATE JOB NO.
KING COUNT 14:57 a ,. .gin;:.. . ..... . 425.455.7622 °°0 32506 09.14.09 �%i/A09.001.M17
KING COUNTY, WA •••• LF�
SURVEYyO S NAME Engineers
V SAL �L
CHKD. BY SHEET
CERTIFICATE NO ...................
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CITY OF RN TON
SHORT PLAT
RENTON, WA HINGTON
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FOUND MON IN CASE
((9 2007)
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RECORDING !NO.
SCALE. 1 INCH = 100 FT.
NORTHEAST PORTION OF
VOL./PAGE
WEST 1 /2, S. 32 T. 23 N., R. 05 E., WV M.
LUA-08-1 37-SHPL
LND 20-0550
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29 29 28
I S86'50'05"W S88"18'58"E ��,/� _
2653.40' ��iY'" — 32 33
32
WCCS PT ID NO. 2883
HELD FOR POSITION
FOUND 1.5" BRASS DISK DOWN FOUND WCCS PT. ID. NO. 2882
€a .6' IN MON CASE } HELD FOR BASIS OF BEARING
R
i FOUND NAIL IN MON CASE
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FOUND REBAR WITH I ! 'D \ ,,3 ` a+
CAP "LS 11569" �' a r �c z
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93' EAST OF LINE C,! o co 0) j
IQ VI` 1 � fl 4' CHAINLINK FENCE _ ____
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+� MEANDERS ALONG - _------- V(1TH_ ISTR_EET ��-� — ,
PROPERTY LINE �. % 1,J 50 08
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p0 M S 88'09'31" W 692.46'
I 1 S .��®®���- s 316.57717I` r ! "o % 1
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FOUND "KCPW" BRASS DISK I ! ,z, L `�
{ �� o• o IN MON CASE (8/2007) `LO N 1 ,�, N � L� 0 tT 2
r I REBAR o� D R2 S27 4633"E Q � Q N z o I
f , TO BE SET \ 143,910 SFt 22.38' `Li1 60 z I w 0 + w N
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SEE SHEET 3 '� J 17500, - 2g B� : 4 �� % tD
Cly TRACT C 2 SEWER EASEMENT
CIJj/ / , OAff70AL AREA -- .� �6�h� Na. 9103080655 I
i S � % 74 734 SF--
GRAPHIC SCALE �� 31 p 1710 Act
S�° ......-----' r 3QQ.QQ' ! ! +
1c 0 s0 100 200 400 'E�� _ N82'1.S27 E !
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FOUND 3/8" BRASS PLUG
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(9/2007)
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WATER EASEMENT
NO. 8503220667 \
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S. LINE OF
N. 673.9' OF S. 1010.58'
( IN FEET )
1 inch = 100 ft.
I.EGEND
0 SET REBAR & CAP, PIS #32506
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SEWER EASEMENT
NO. 9103080655
COVERS THE ENTIRE
PROPERTY NORTH OF THIS
LINE AND SOUTH OF CARR RD.
N. LINE OF THE SOUTH 4.00'
OF THE NE 1/4 OF THE NE 1 4
18'09'31" E _S 01'19'50" W
. -A 37.06'
Q0.15'\ - N '09_315.01X _
/ ` 65.01' 80.00 i 220.00' x
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Engineers
PACIFIC PARK
1412 - 112TH AVENUE NE, STE 102
BELLEVUE, WASHINGTON 98004
425.455.7622
VANTAGE GLEN
SHORT PLAT
DWN. BY I DATE JOB NO.
LR 09.14.09 1 WA09.001.M17
CHKD. BY SCALE SHEET
KM 1 „=100' 2 OF 3
RECORDING NO.
VOL./PAGE
CITY OF RENTON
SHORT PLAT
RENTON, WA HINGTON
ADDITIONAL NOTES:
20. THE APPLICANT HAS THE OPTION TO DEVELOP
LOT 2 EITHER UNDER APPLICABLE KING COUNTY
DEVELOPMENT REGULATIONS ALLOWING MULTI
FAMILY DEVELOPMENT TO WHICH IT IS VESTED OR
TO WAIVE THOSE RIGHTS AND DEVELOP UNDER
CITY OF RENTON STANDARDS IN EFFECT ON THE
DATE OF APPLICATION. IN EITHER CASE, THE
APPLICANT SHALL COMPLY WITH THE CITY OF
RENTON STANDARDS FOR WHICH THE APPLICANT
DOES NOT HAVE VESTED RIGHTS BASED ON ITS
SHORT PLAT APPLICATION.
IF THE APPLICANT OPTS TO DEVELOP UNDER
APPLICABLE KING COUNTY DEVELOPMENT
REGULATIONS TO WHICH IT IS VESTED, THE
APPLICANT SHALL BE REQUIRED TO COMPLY WITH',
THE FOLLOWING KING COUNTY DEVELOPMENT
REGULATIONS: KING COUNTY LAND USE CODE
REQUIREMENTS REGARDING PERMITTED USE (KCC
CH. 21A.08), DENSITY AND DIMENSIONS (KCC CH.
21A.12), DEVELOPMENT STANDARDS - DESIGN
REQUIREMENTS (KCC CH. 21 A.14) AND CRITICAL
AREA PROTECTION (KCC CH. 21A.24). IF THE
APPLICANT OPTS TO DEVELOP UNDER APPLICABLE
KING COUNTY DEVELOPMENT REGULATIONS TO
WHICH IT IS VESTED, THE APPLICANT SHALL BE
REQUIRED TO COMPLY WITH THE CITY OF RENTON
DEVELOPMENT REGULATIONS FOR MITIGATION
IMPACT FEES, TRAFFIC CONCURRENCY, ROAD
CONSTRUCTION AND SAFETY STANDARDS,
STORMWATER DRAINAGE, AND FIRE AND BUILDING
CONSTRUCTION.
THE APPLICANT SHALL, IN ANY CASE, BE
REQUIRED TO PROCESS ANY DEVELOPMENT
APPLICATION USING CITY OF RENTON PROCEDURAL
RULES.
21. UNDER KING COUNTY MINIMUM DENSITY
REQUIREMENTS IN EFFECT AT THE DATE OF THE
SHORT PLAT APPLICATION WAS SUBMITTED, THIS
SHORT PLAT WOULD BE REQUIRED TO BE
DEVELOPED WITH A MINIMUM OF 257 DWELLING
UNITS ON A SITE -WIDE BASIS, INCLUDING A
MINIMUM OF 48 MULTI -FAMILY UNITS FOR LOT 2.
22, ANY BUILDING/ LAND USE PERMIT FOR LOT 2
SHALL REQUIRE A SIDEWALK TO BE CONSTRUCTED
ALONG THE FRONTAGE OF SE 180TH STREET AND
105TH PLACE SE PER THE APPLICABLE CODE
PROVISIONS.
23. NO STORM WATER DRAINAGE REVIEW WAS
COMPLETED FOR THIS SHORT SUBDIVISION BECAUSE
NO NEW IMPERVIOUS SURFACES WERE PROPOSED
OR APPROVED AS PART OF THE SHORT PLAT
APPLICATION. PRIOR TO ANY GRADING OR BUILDING
DEVELOPMENT OR REDEVELOPMENT OF LOT 2,
DRAINAGE REVIEW AND APPROVAL OF A
STORMWATER DRAINAGE PLAN SHALL BE REQUIRED.
24. TRACT C-1 AND TRACT C-2, UPON THE
RECORDING OF THIS SHORT PLAT, SHALL BE
DESIGNATED AS CRITICAL AREA TRACTS AND
SHALL REMAIN IN KING COUNTY HOUSING
AUTHORITY OWNERSHIP. PRIOR TO ANY
DEVELOPMENT OF LOT 2, THE CRITICAL AREAS
WITHIN TRACT C-2 SHALL BE SURVEYED AND
DELINEATED. ANY FUTURE DEVELOPMENT OF LOT
2 SHALL BE SUBJECT TO BUFFER AND OTHER
APPLICABLE CRITICAL AREA REQUIREMENTS, A
BOUNDARY LINE ADJUSTMENT PROCESS IS
REQUIRED TO REVISE THE TRACT OR LOT
BOUNDARIES ACCORDINGLY. SHOULD THE TRACT
BE ELIMINATED, ALL RESTRICTIONS RELATING TO
SAID TRACT SHALL SELF EXTINGUISH AS NOTED IN
THE BOUNDARY LINE ADJUSTMENT.
25. TRACT A CONTAINS AN EXISTING BUILDING
MANAGED BY THE KING COUNTY HOUSING
AUTHORIT`( FOR COMMUNITY USES. UPON
RECORDING, THIS TRACT SHALL REMAIN IN KING
COUNTY HOUSING AUTHORITY OWNERSHIP.
26. TRACTS A, C-1 AND C-2 AND ANY
INFRASTRUCTURE IMPROVEMENTS LOCATED ON
THOSE TRACTS (I.E., UTILITIES, STORMWATER
FACILITIES AND/OR RECREATIONAL FACILITIES)
SHALL BE MAINTAINED BY THE KING COUNTY
HOUSING AUTHORITY, EXCEPT TO THE EXTENT
A m
THAT A RECORDED EASEMENT OR OTHER
AGREEMENT PROVIDES FOR MAINTENANCE BY A
�-
SPECIFIC PUBLIC OR PRIVATE ENTITY. THIS
MAINTENANCE OBLIGATION SHALL RUN WITH THE
LAND AND SHALL BE BINDING ON THE
— _
SUCCESSORS AND ASSIGNS OF THE HOUSING
E:
CL
AUTHORITY.
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GRAPHIC SCALE
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1 0 50 100 200
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( IN FEET )
1 inch = 100 ft.
SEE SHEET 2
SCALE:
1 INCH = 100 FT.
q I I/ NORTHEAST PORTION OF
e
0 100 200
1 /2., S. 32 T. 23 N., R. 05 E., W.M.
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NO. 91030806557
DO
SEWER EASEMENT �N10'19'25*E-
0 r q NO. 9103080655 82.32' Iy ��q A�
(6 f f WATER EASEMENT i i �TF SF O ;
rs> 1 N O. 8503220667 1 i ,• " E Np $ a Snjy �� �2
�5`L N 8 g061 � 9 04'b 3,15' a32 06FrV�nC�s9�41��`��
1 i 27 E 6� `1'F s
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1 TRACT A 6 Fd
COAVAAWTY BUCDAY0 TRACT
29,892 SF SQ118.43' "W � J
r o i L O 11 i q r 4 •- 682 AC 370_39' --
1 i 983,859 SFf q r N 8849'25" E 380.40'
i i OA1'
22123 AC# i
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tTOTAL AREA 986,81e SFf � 1
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%tp.26'37" E • • �— r S89'29'27"W (C)
$ 443� r N. LINE OF THE 93.88' (BLA)
�, P • S. 210' OF SE 1 /4 OF 93.70' (C)
� � � _,•.•+-� " SE 1 j4 OF NIW 1/4 i
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�x 013A S BLAg'27�..._. 6.52' LPG !
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1�� NN449'41107"EE({C))
S S 28 N 26'50'38" E {BLA) .'5 t� I
N 26'53'28" E (C) 54.67' folb .4 k8 I
A TRACT C-1 56.39' N 65
CRITICAL AREA N 89'26'37" E (BLA)
497,014 SF N 89'2927" E (C) d N 89'26'37""E (BLA)
11.410 AC 20.00' m v N 8'9'29 27 E (C)
80.00'
r m FOUND 1.5" BRASS DISK W/"X"
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175.97 (C) 1412 - 112TH AVENUE NE, STE 102
BELLEVUE, WASHINGTON 98004
425.455.7622
Engineers
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VANTAGE GLEN
SHORT PLAT
DWN. BY DATE JOB NO.
LR 09.14.09 WA09.001.M17
CHKD. BY SCALE SHEET
KM 1 "=100 3 OF 3