HomeMy WebLinkAboutD_Vantage_Point_LLA_Recorded9
RECORDING NUMBER
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- DECLARAZQIJ
KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED
OWNER(S) OF THE LAND DESCRIBED DO HEREBY MAKE A LOT LINE
ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS
ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND
THAT SAID ADJUSTMENT IS MADE WITH FREE CONSENT AND IN
ACCORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF
WE HAVE SET OUR HANDS AND SEALS.
VANTAGE POINT APARTMENTS LLC, A WASHINGTON LIMITED LIABILITY COMPANY
y : V,- Cc, /
BY:
ITS: ( �`C G7 v� (��`1�.�►'
ACKNOWLEDGMENTS
STATE OF
• ) SS
COUNTY OF )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED
THAT HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS
AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE
OF j§eV§dU rOKa&- TO BE THE FREE AND
VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN
THE INSTRUMENT.
DATED: c
SIGNATURE: CIpi(SEAL OR STAMP)
(PRINT NAME) _
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT_ —
MY APPOINTMENT EXPIRES
�Sfv.,'.
EASEMENT NOTES
1. SUBJECT TO EASEMENT, AND THE TERMS AND CONDITIONS THEREOF,
FOR 'UNDERGROUND ELECTRIC SYSTEM IN FAVOR OF PUGET SOUND POWER
AND LIGHT COMPANY RECORDED SEPTEMBER 7,1984 UNDER RECORDING
NO. 840907698.
2. SUBJECT TO RIGHT OF ACCESS TO AN OFFSITE EASEMENT FOR
SANITARY SEWER, AND THE TERMS AND CONDITIONS THEREOF, IN FAVOR
OF SODS CREEK WATER AND SEWER DISTRICT RECORDED ON MARCH 8,
1991UNDER RECORDING NO. 9103080657.
3. SUBJECT TO AN EASEMENT(S) FOR ONE OR MORE UTILITY SYSTEMS FOR
PURPOSES OF TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY IN
FAVOR OF PUGET SOUND ENERGY, INC. RECORDED ON MAY 15, 2014
UNDER RECORDING NO. 20140515000840.
4. SUBJECT TO AN AGREEMENT FOR EASEMENT, AND THE TERMS AND
CONDITIONS THEREOF, FOR SANITARY SEWER BETWEEN THE SOOS CREEK
AND SEWER DISTRICT AND THE HOUSING AUTHORITY OF THE COUNTY OF
KING RECORDED ON JULY 10, 2015 UNDER RECORDING NO.
20150710000661.
5. SUBJECT TO NOTES 20-24 SET FORTH IN OR DELINEATED ON THE
SHORT PLAT RECORDED UNDER RECORDING NO. 20100111900006.
6. SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS
THEREOF BETWEEN POLYGON 2000, INC. AND KING COUNTY HOUSING
AUTHORITY REGARDING A LOCATION OF A FENCE RECORDED ON MARCH
22, 1991 UNDER RECORDING NO. 9103221062.
7. SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS
THEREOF BETWEEN POLYGON 2000, INC. AND KING COUNTY HOUSING
AUTHORITY REGARDING LOCATION OF A FENCE AND A DRIVEWAY
RECORDED JULY 9, 1991 UNDER RECORDING NO. 9107091017.
8. SUBJECT TO EASEMENT TO COMCAST CABLE COMMUNICATIONS
MANAGEMENT, LLC FOR BROADBAND COMMUNICATIONS SYSTEM RECORDED
ON JUNE 7, 2016 UNDER RECORDING NO. 20160608000087.
GENERAL NOTES
1.) BOUNDARY LINES SHOWN ARE BASED ON RENTON SHORT PLAT
#LUA-08-137-SHPL RECORDED IN VOLUME 268 OF SURVEYS,
PAGES 168-170, IN KING COUNTY, WASHINGTON.
2.) PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT
POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING
SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 500 AND
1200 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY
OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE
CONTROL POINTS UTILIZING LEICA ELECTRONIC TOTAL STATIONS FOR
THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY
MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090.
3.) EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE UPDATE
3RD' ALTA COMMITMENT BY CHICAGO TITLE INSURANCE COMPANY,
COMMITMENT NO. 0049696-06, DATED DECEMBER 8, 2016 AT 8:00 A.M.
4.) PER WETLAND REPORT BY ENVIRONMENTAL SCIENCE ASSOCIATES
DATED JANUARY 2014 THERE IS ONE WETLAND ON -SITE. THE
LOCATION SHOWN ON THE MAP IS FROM A CAD FILE PROVIDED BY
TONKIN ARCHITECTURE AND WAS NOT FIELD VERIFIED BY TRIAD
ASSOCIATES.
5.) THE PURPOSE OF THIS LOT LINE ADJUSTMENT IS TO REFLECT A
SURVEY OF THE CRITICAL AREAS BOUNDARY AFTER THE RE -GRADING
OF THE STEEP SLOPES OCCURRED, WHICH WAS ASSOCIATED WITH THE
SITE '!PLAN APPROVED BY THE CITY OF RENTON ON APRIL 22, 2014
UNDER CITY OF RENTON FILE NO. LUA14-000226.
LOT AREAS
EXISTING LOT AREAS
TRACT C-2 - 74,737 f SQ. FT. / 1.72 f ACRES
LOT 2 - 140,163 f SQ. FT. / 3.22 f ACRES
NEW LOT AREAS
TRACT C-2 - 61,244 f SQ. FT. / 1.41 t ACRES
LOT 2 - 153,656 f SQ. FT. / 3.53 f ACRES
CRITICAL AREAS -STEEP SLOPE
CRITICAL AREA BUFFER 10,809 f SQ. FT. / 0.25 f ACRES
CRITICAL AREA 50,434 f SQ. FT. / 1.16 f ACRES
EXISTING LEGAL DESCRIPTIONS
TRACT C-2
TRACT C-2 CITY OF RENTON SHORT PLAT NUMBER
LUA-08-137-SHPL, RECORDED UNDER RECORDING NUMBER
20100111900006, IN KING COUNTY, WASHINGTON;
LOT 2
LOT 2 CITY OF RENTON SHORT PLAT NUMBER
LUA-08-137-SHPL, RECORDED UNDER RECORDING NUMBER
20100111900006, IN KING COUNTY, WASHINGTON;
EXCEPT PORTION CONVEYED TO CITY OF RENTON BY INSTRUMENT
RECORDED UNDER RECORDING NO. 20151214000521, RECORDS OF
KING COUNTY, WASHINGTON.
REVISED LEGAL DESCRIPTIONS
TRACT C-2
THAT PORTION OF CITY OF RENTON SHORT PLAT NUMBER
LUA-08-137-SHPL, RECORDED UNDER RECORDING NUMBER
20100111900006, IN KING COUNTY, WASHINGTON MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID CITY OF RENTON SHORT
PLAT NUMBER LUA-08-137-SHPL;
THENCE NORTH 88'09'31 "EAST, ALONG THE NORTH LINE THEREOF, 84.84
FEET;
THENCE, LEAVING SAID NORTH LINE, SOUTH 1'50'29"EAST, 9.37 FEET TO A
POINT ON A CURVE, THE CENTER OF WHICH BEARS SOUTH 20'30'49"EAST
30.00 FEET;
THENCE SOUTHERLY ALONG SAID CURVE TO THE LEFT, THROUGH A
CENTRAL ANGLE OF 47'15'36", AN ARC DISTANCE OF 24.75 FEET;
THENCE SOUTH 22'13'35" WEST, 12.59 FEET;
THENCE SOUTH 11'04'04"WEST, 19.85 FEET;
THENCE SOUTH 0'29'18"WEST, 22.26 FEET;
THENCE SOUTH 4'02'23"EAST, 17.31 FEET; I
THENCE SOUTH 57'51'10"EAST, 24.14 FEET;
THENCE SOUTH 70'07'57"EAST, 17.14 FEET TO A POINT OF CURVE;
THENCE SOUTHEASTERLY ALONG SAID CURVE TO THE RIGHT, HAVING A
RADIUS OF 40.00 FEET, THROUGH A CENTRAL ANGLE OF 35'24'32" AN ARC
DISTANCE OF 24.72 FEET;
THENCE SOUTH 34'43'25"EAST, 28.39 FEET;
THENCE SOUTH 69'33'31"EAST, 17.68 FEET;
THENCE SOUTH 11'25'12°WEST, 203.18 FEET TO A POINT OF CURVE;
THENCE SOUTHERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS
OF 51.27 FEET, THROUGH A CENTRAL ANGLE OF 25'08'45" AN ARC
DISTANCE OF 22.50 FEET;
THENCE NORTH 76'16'27"EAST, 3.53 FEET,
THENCE SOUTH 24'09'58"EAST, 40.26 FEET TO A POINT ON A CURVE, THE
CENTER OF WHICH BEARS NORTH 69'23'10"EAST, 200.00 FEET;
THENCE EASTERLY ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL
ANGLE OF 58'10'37", AN ARC DISTANCE OF 203.08 FEET;
THENCE SOUTH 89'50'21"EAST, 117.70 FEET;
THENCE NORTH 65'08'34" EAST, 36.43 FEET;
THENCE NORTH 79'32'58"EAST, 33.11 FEET;
THENCE NORTH 86'50'59"EAST, 51.26 FEET;
THENCE NORTH 77'53'18"EAST, 162.03 FEET TO THE SOUTHEAST LINE OF
SAID CITY OF RENTON SHORT PLAT NUMBER LUA-08-137-SHPL;
THENCE ALONG THE SOUTHERLY AND WESTERLY LINE OF SAID CITY OF
RENTON SHORT PLAT NUMBER LUA-08-137-SHPL THE FOLLOWING COURSES
AND DISTANCES:
THENCE SOUTH 62'13'27"WEST, 166.30 FEET;
THENCE SOUTH 82'13'27"WEST, 300.00 FEET;
THENCE NORTH 47'46'33"WEST, 238.00 FEET,
THENCE NORTH 0'46'33"WEST, 180.00 FEET;
THENCE NORTH 6'46'33" WEST, 80.00 FEET;
THENCE NORTH 11'46'33"WEST, 185.00 FEET TO THE POINT OF BEGINNING.
LOT 2
THAT PORTION OF CITY OF RENTON SHORT PLAT NUMBER LUA-08-137-SHPL,
RECORDED UNDER RECORDING NUMBER 20100111900006, IN KING COUNTY,
WASHINGTON MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID CITY OF RENTON SHORT
PLAT NUMBER LUA-08-137-SHPL;
THENCE NORTH 88'09'31 "EAST, ALONG THE NORTH LINE THEREOF , 84.84
FEET TO THE TRUE POINT OF BEGINNING;
THENCE SOUTH '1'50'29"EAST, 9.37 FEET TO A POINT ON A CURVE, THE
CENTER OF WHICH BEARS SOUTH 20'30'49"EAST 30.00 FEET;
THENCE SOUTHERLY ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL
ANGLE OF 47-15.36", AN ARC DISTANCE OF 24.75 FEET,
THENCE SOUTH 22'13'35"WEST, 12.59 FEET,
THENCE SOUTH 11'04'04"WEST, 19.85 FEET,
THENCE SOUTH 0'29'18" WEST, 22.26 FEET;
THENCE SOUTH 4'02'23"EAST, 17.31 FEET;
THENCE SOUTH 57'51'10"EAST, 24.14 FEET,
THENCE SOUTH 70'07'57"EAST, 17.14 FEET TO A POINT OF CURVE;
THENCE SOUTHEASTERLY ALONG SAID CURVE TO THE RIGHT, HAVING A
RADIUS OF 40.00 FEET, THROUGH A CENTRAL ANGLE OF 35'24'32" AN ARC
DISTANCE OF 24.72 FEET;
THENCE SOUTH 34'43'25"EAST, 28.39 FEET,
THENCE SOUTH 6933'31 "EAST, 17.68 FEET;
THENCE SOUTH 11'25'12" WEST, 203.18 FEET TO A POINT OF CURVE;
THENCE SOUTHERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF
51.27 FEET, THROUGH A CENTRAL ANGLE OF 25'08'45" AN ARC DISTANCE OF
22.50 FEET,
THENCE NORTH 76'16'27"EAST, 3.53 FEET;
THENCE SOUTH 24'09'58"EAST, 40.26 FEET TO A POINT ON A CURVE, THE
CENTER OF WHICH BEARS NORTH 69'23'10"EAST, 200.00 FEET,
THENCE EASTERLY ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL
ANGLE OF 58'10'37", AN ARC DISTANCE OF 203.08 FEET;
THENCE SOUTH 89'50'21 "EAST, 117.70 FEET;
THENCE NORTH 65'08'34"EAST, 36.43 FEET;
THENCE NORTH 79'32'58"EAST, 33.11 FEET;
THENCE NORTH 86'50'59"EAST, 51.26 FEET;
THENCE NORTH 77'53'18"EAST, 162.03 FEET TO THE SOUTHEAST LINE OF
SAID CITY OF RENTON SHORT PLAT NUMBER LUA-08-137-SHPL;
THENCE NORTH 62'13'27"EAST, ALONG SAID SOUTHEAST LINE, 119.30 FEET;
THENCE NORTH 01'26'12"EAST, ALONG THE EAST LINE OF SAID CITY OF
RENTON SHORT PLAT NUMBER LUA-08-137-SHPL„ 54.09 FEET TO THE
MARGIN OF SOUTHEAST 180TH STREET, AS CONVEYED TO CITY OF RENTON
BY INSTRUMENT RECORDED UNDER RECORDING NO. 20151214000521, RECORDS
OF KING COUNTY, WASHINGTON;
THENCE SOUTH 88'09'31 "WEST, ALONG SAID MARGIN, 375.68 FEET TO A
POINT OF CURVE;
THENCE NORTHERLY, ALONG SAID MARGIN AND SAID CURVE TO THE RIGHT,
HAVING A RADIUS OF 109.50 FEET, THROUGH A CENTRAL ANGLE OF 93111'31 ",
AN ARC DISTANCE OF 178.10 FEET;
THENCE NORTH 01'21'02"EAST, ALONG SAID MARGIN, 282.34 FEET TO THE
NORTHEAST CORNER OF SAID CITY OF RENTON SHORT PLAT NUMBER
LUA-08-137-SHPL;
THENCE SOUTH 88'09'31 "WEST, ALONG THE NORTH LINE THEREOF, A
DISTANCE OF 210.65 FEET TO THE TRUE POINT OF BEGINNING.
CITY OF RENTON FILE NOS. LUA17-000002 & LND30-0380
POR. OF THE NE 1/4 AND SE 1/4 OF THE NW 1/4 SEC. 321
TWP. 23 N, RGE. 5 E, W.M, KING COUNTY WASHINGTON
APPROVALS
CITY OF RENTON
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
EXAMINED AND APPROVED THIS __q___ DAY
----------
OF ____ k�2017.
(_�, E. k,_�
PLANNING DIRECTOR
DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS__DAY OF',`_ 2017.
UW
KING COUNTY ASSESSOR DEPLfTY KING COUNTY ASSESSOR
3�L3or-9362' 322305-- 015 63
ACCOUNT NUMBER
RECORDER'S CERTIFICATE
FILED FOP RECORD AT THE REQUEST OF THE CITY OF RENTON
THIS JL— — DAY OF 2017, AT M AND
RECORDED IN BOOK 3G�!�__ OF SURVEYS, PAGES
RECORDS OF KING COU , WASHIN'ON.
MANAGER
RECORDING NO.
L SUPT. OF RECORDS
SURVEYOR'S CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF
THE SURVEY RECORDING ACT AT THE REQUEST OF
VANTAGE POINT APARTMENTS, LLC
IN DECEMBER —.2016
GREG T!JUN n, P.LS.
CERTIFICATE 2335
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DIVISION OF DAVID EVANS
AND ASSOCIATES INC..
GOO Woodinville Snohomish Rd NE
Suite A • Woodinville, WA 98072
r 425.415.2000 f: 425.486.5059
w: triadassociates.net
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VANTAGE POINT LOT LINE ADJUSTMENT
IDATE JOB NO.
ARJ BY 102 23 17 112-143 15-111
CHKD. BY SCALE SHEET
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3 STORY SEE DETAIL 1
WOOD BLDG
TPN 3223059260
N88-09'31"E 295.50' BLDG
84.84'(NLL) - `y---`�L10.65'(NLL -
80.00'(OLL) 215.49'(OLL)
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1 �66.L.0
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34.5' 30'
�k 0.4'
N I
1
6' CLFN C Z Uj
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W
04
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NEW LOT O I r l
LINE 36.4' Z
WETLAND 30.9' f
SEE GENERAL
2:NOTE #4
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SCALE: 1 R = 60'
0 30' 60 60
ADDRESSES
LOT 2 - 17901 105TH PLACE SE
0 of -0 ND PUNCH
IN 1 1/2" BRASS
W / z- oM 34.5' 30' DISC IN 4" X 4"
• W Q`- �v CONC. MON IN CASE
Q" OQ w' I DOWN 0.7 (11 /16/12)
O
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ai
W ( O
0.7
O
jy �s `{
cn 0
03
rn
t r _(
0
FND 1/2
REBAR W/ CA
LS #3250
0.1' S
OF CORNER
(11/16/12
p
w
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O'O
O
' V
2 000
z
1b
O
4
is
L4
2, 03.
C,
41 OF0
LOT 2
OD
o
MULTI STORY
WOOD
BUILDING
26 654t
(FOOTPRINT
�3
�5r
175
00 C09 j
2380
79.88' i
N89'50'21 "W 117.70'
O•
'
(NLL)
SEWER
EASEMENT
REC. NO.
20150710000661
LINE TABLE
LINE
ILENGTH
BEARING
L1
9.37'
N01'50'29"W
L2
12.59' ,
N22'13'35"E
L3
19.85'
N11'04'04"E
L4
22.26'
N00'29'18"E
L5
17.31'
N4' 02'23"W
L6
24.14'
N57'51'10"W
L7
17.14'
N70'07'57"W
L8
28.40'
1\134'43'25"W
L9
17.68'
N69'33'31"W
L10
3.53'
N76'16'27"E
L11
40.26'
N24'09'58"W
L12
36.43'
N65'08'34"E
L13
33.11'
N79'32'58"E
L14
51.26'
1 N86'50'59"E
CURVE TABLE
_
CURVE
LENGTH
IRADIUS
DELTA
C1
178.10'
109.50'
A-=93'11'31"
C2
24.75'
30.00'
a=47'15'36"
C3
24.72'
40.00'
A--35'24'32"
C4
22.50'
51.27'
A--25'08'45"
LND-30-0380
FND 1 /2'
REBAR W/ CAP
LS #32506
0.1 ' S X 0.1 ' E
(9-27-13)
FND PUNCH IN
1 1/2"BRASS DISC
IN 4" X 4" CONC.
MON IN CASE
DOWN 0.7' (11 /16/12)
w
DETAIL 1
1 "=20'
HORIZONTAL DATUM
NAD83/91 - WASHINGTON NORTH ZONE BASED ON TIES TO CITY OF RENTON SURVEY
CONTROL POINT NOS. 1866 AND 2110
BASIS OF BEARINGS
HELD BEARING OF NORTH 88'09'31" EAST ALONG THE CENTERLINE OF SE 180TH STREET PER
SHORT PLAT #LUA-08-137-SHPL RECORDED IN VOLUME 268 OF SURVEYS, PAGES 168-170,
RECORDS OF KING COUNTY, WASHINGTON;
LEGEND
® FOUND MON IN CASE AS NOTED
OLL OLD LOT LINE MEASUREMENT
NLL NEW LOT LINE MEASUREMENT
CITY OF RENTON SURVEY -\
CONTROL POINT NO. 2110
FOUND BRASS PIN
IN CONC MON
DOWN 0.7' IN CASE
N 165331.32
E 1305675.02
11-16-12 265
29 _ S88.1
3
O PROPERTY CORNER FOUND AS NOTED CITY OF RENTON SURVEY -/ ' -
® CONTROL POINT NO. 1866
REBAR W/CAP "TRIAD 19620" FOUND PUNCH IN A 1 1/
(R) RADIAL BRASS DISK IN A 4"X4"
CONC MON
DOWN 0.4' IN CASE
N 165409.29
E 1303022.76
11-16-12
BUILDING
X
6' CLFNC
Ti. 3' S. L2. 1' S.
G" 4. 0' S. 0.5' W.
LOT 2
N88-09'31"E 375.
27.2'
Oy N27'46'33"W -
Rsjo '0165 22.38'(OLL)
OP,
pAG�
OLD LOT LINE
38.0' V477'09'31„E N17.53,18 1
L13 L14
1`L
J NEW
LOT LINE 30
' N82'13'27"E
L01 1
5 -� p VA
OR
v OL.
1
FND 1/2' REBAR W/ CAP
LS #32506 AT CORNER
(11 /16/12)
w o
0
N88'09'31 "E 744.26' -
w CA
w o C
316.52' I
W FND 1/2' REBAR W/
00 N CAP LS #32506 AT
CORNER (11/16/12)
to N N. 4.5'
3.6' p
'1' Z
DIVISION OF DAVID EVANS
AND ASSOCIATES INC.
GOO Woodinville Snohomish Rd NE
Suite A • Woodinville, WA 98072
r 425.415.2000 f: 425.486.5059
w: triadassociates.net
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CITY OF RENTON FILE NOS. LUA17-000002 & LND30-0380
POR. OF THE
NE 1/4
AND SE
1/4 OF THE NW 1/4 SEC. 32,
TWP. 23 N,
RGE. 5
E, W.,
KING COUNTY WASHINGTON
VANTAGE POINT LOT LINE ADJUSTMENT
DWN. BY DATE JOB NO.
ARJ 02/23/17 12-143/15-111
CHKD. BY SCALE SHEET
BTF 1 "=60' .2 OF 2